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Home My WebLink AboutAgenda Packet_2022-12-06City Council Meeting Packet December 6, 2022 CLOSED SESSION MEETING - 5:00 PM REGULAR OPEN MEETING - 5:45 PM (Immediately following the Closed Session Meeting) CITY COUNCIL CHAMBER 22 Civic Center Plaza Santa Ana, CA 92701 Vicente Sarmiento Mayor Thai Viet Phan Councilmember —Ward 1 Jessie Lopez Councilmember - Ward 3 Johnathan Ryan Hernandez Councilmember - Ward 5 Nelida Mendoza Councilmember - Ward 2 Phil Bacerra Mayor Pro Tem - Ward 4 David Penaloza Councilmember - Ward 6 Mayor and Council telephone: 714-647-6900 Agenda item inquiries: 714-647-6520 Sonia R. Carvalho Kristine Ridge City Attorney City Manager Vacant Clerk of the Council In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this Meeting, ®contact Michael Ortiz, City ADA Program Coordinator, at (714) 647-5624. Notification 48 hours prior to the Meeting will enable the City to make reasonable arrangements to assure accessibility to this meeting. The City Council agenda and supporting documentation can be found on the City's website — www.santa-ana.org/city-meetings. City Council 1 12/6/2022 CITY VISION AND CODE OF ETHICS The City of Santa Ana is committed to achieving a shared vision for the organization and its community. The Vision, Mission and Guiding Principles (Values) are the result of a thoughtful and inclusive process designed to set the City and organization on a course that meets the challenges of today and tomorrow, as follows: Vision - The dynamic center of Orange County which is acclaimed for our: Investment in youth • Safe and healthy community • Neighborhood pride • Thriving economic climate - Enriched and diverse culture • Quality government services Mission - To deliver efficient public services in partnership with our community which ensures public safety, a prosperous economic environment, opportunities for our youth, and a high quality of life for residents. Guiding Principles - Collaboration • Efficiency • Equity • Excellence • Fiscal Responsibility - Innovation • Transparency Code of Ethics and Conduct - At the Special Municipal Election held on February 5, 2008, voters approved an amendment to the City Charter which established the Code of Ethics and Conduct for elected officials and members of appointed boards, commissions, and committees to assure public confidence. The following are the core values expressed: - Integrity • Honesty • Responsibility • Fairness • Accountability • Respect • Efficiency City Council 2 12/6/2022 Members of the public may attend the City Council meeting in -person or join via Zoom. The City Council meeting will occur live via teleconference Zoom webinar. You may view the meeting from your computer, tablet or smart phone via YouTube LiveStream at www.youtube.com/user/SantaAnaLibrary or on CTV3, available on Spectrum channel 3. PUBLIC COMMENTS — Members of the public who wish to address the City Council on closed session items, items on the regular agenda or on matters which are not on the agenda, but are within the subject matter jurisdiction of the City Council may do so by one of the following ways: • MAILING OPTION written communications — Public comments may be mailed to: Office of the Clerk of the Council, 20 Civic Center Plaza M-30, Santa Ana, CA 92701. All written communications received via mail by 4:00 p.m. on the day of the meeting will be distributed to the City Council and imaged into the City's document archive system which is available for public review. • SENDING E-MAIL OPTION — Public comments may be sent via email to the City Clerk's office at eComment(a)santa-ana.org. Please note the agenda item you are commenting on in the subject line of the email. All emails received before 4:00 p.m. on the day of the meeting will be distributed to the City Council and imaged into the City's document archive system which is available for public review. • LIVE VIRTUAL OPTION — Members of the public may provide live comments during the meeting by Zoom or Conference Call. To join by Zoom click on or type the following address into your web browser https://us02web.zoom.us/j/315965149. To join the Conference Call: Dial (669) 900-9128 and enter MEETING ID: 315 965 149#. You will be prompted by the City Clerk when it is time for a: i) closed session item, ii) general agenda item, iii) public hearing item, iv) special agenda item, or v) for Housing Authority item. You may request to speak by dialing *9 from your phone or you may virtually raise your hand from Zoom. After the Clerk confirms the last three digits of the caller's phone number or Zoom ID and unmutes them, the caller must press *6 or microphone icon to speak. Callers are encouraged, but not required, to identify themselves by name. Each caller will be provided three (3) minutes to speak, unless due to the number of speakers wanting to speak a decision is made to provide a different amount of time to speak. • IN -PERSON OPTION - Members of the public can provide in -person comments at the podium in the Council Chamber. The Council Chamber will have seating available for members of the public to attend the meeting in -person. Public comments are limited to three (3) minutes per speaker, unless a different time is announced by the presiding chair. Speakers who wish to address the Council must do so by submitting a "Request to Speak" card by 5:00 p.m. for Closed Session items and by 6:00 p.m. for all other designated public comment periods as listed below. Cards will not be accepted after the Public Comment Session begins without the permission of the presiding chair. The following designated public comment periods are: 1. LIVE PUBLIC COMMENTS ON CLOSED SESSION ITEMS —You can provide live comments on closed session items by joining Zoom or the Conference Call as described in City Council 3 12/6/2022 the LIVE or IN -PERSON PUBLIC COMMENTS OPTION above. Speaker queue will open at 4:30 p.m. YOU MUST JOIN ZOOM OR THE CONFERENCE CALL BY 5:00 p.m. Speakers who are not in the speaker queue by 5:00 p.m. will not be permitted to speak. 2. LIVE PUBLIC COMMENTS ON REGULAR AGENDA ITEMS AND NON -AGENDA ITEMS (GENERAL PUBLIC COMMENT) — You can provide comments by joining Zoom or the Conference Call as described in the LIVE or IN -PERSON PUBLIC COMMENTS OPTION above. Speaker queue will open at 4:30 p.m. YOU MUST JOIN ZOOM OR THE CONFERENCE CALL PRIOR TO 6:00 p.m. Speakers who are not in the speaker queue by 6:00 p.m. will not be permitted to speak. 3. LIVE PUBLIC COMMENTS ON PUBLIC HEARING ITEMS —You can provide comments by joining Zoom or the Conference Call as described in the LIVE or IN -PERSON PUBLIC COMMENTS OPTION above. Speakers not in the queue by 6:00 p.m. will not be permitted to speak. About the Agenda To download or view the attachments (staff report and other supporting documentation) for each agenda item, you must select the agenda item to see the attachments to either open in a new link (the eyeball <!!>) or download a pdf (the cloud symbol with the down arrow ). City Council 4 12/6/2022 CLOSED SESSION CALL TO ORDER ATTENDANCE Council Members Mayor Pro Tern Mayor City Manager City Attorney Clerk of the Council ROLL CALL Johnathan Ryan Hernandez Jessie Lopez Nelida Mendoza David Penaloza IIITmy f aaiMI Phil Bacerra Vicente Sarmiento Kristine Ridge Sonia R. Carvalho PUBLIC COMMENTS — Members of the public may address the City Council on Closed Session items. CLOSED SESSION ITEMS — The Brown Act permits legislative bodies to discuss certain matters without members of the public present. The City Council finds, based on advice from the City Attorney, that discussion in open session of the following matters will prejudice the position of the City in existing and anticipated litigation: 1. CONFERENCE WITH LABOR NEGOTIATOR pursuant to Government Code Section 54957.6(a): Agency Negotiators: Human Resources Executive Director, Jason Motsick Employee Organizations: • Santa Ana Police Officers Association (POA) • Service Employees' International Union (SEIU) Full -Time Employees • Confidential Association of Santa Ana (CASA) • Santa Ana Management Association (SAMA) 2. CONFERENCE WITH LEGAL COUNSEL -EXISTING LITIGATION pursuant to Paragraph (1) of subdivision (d) of Section 54956.9 of the Government Code: A. Santa Ana Police Officers Association and Gerry Serrano v. City of Santa Ana, Santa Ana Police Department, David Valentin, Kristin (sic) Ridge. Sonia Carvalho, Jason Motsick, and Does I-X, Orange County Superior Court, Case No. 30-2021- 01230129 City Council 5 12/6/2022 B. Santa Ana Police Officers Association and Doe Officers v. David Valentin, Sonia Carvalho, Kristine Ridge, City of Santa Ana, Santa Ana Police Department, Santa Ana City Attorney's Office, and Does I-X, Orange County Superior Court, Case No. 30- 2021-01230134 CLOSED SESSION REPORT — The City Attorney will report on any action(s) to be taken at the Regular Open Session which will begin immediately following the Closed Session. RECESS — City Council will recess to Closed Session for the purpose of conducting regular City business. RECONVENE — City Council will reconvene to continue regular City business. City Council 6 12/6/2022 CITY COUNCIL REGULAR OPEN SESSION CALL TO ORDER ROLL CALL PLEDGE OF ALLEGIANCE Mayor Sarmiento WORDS OF INSPIRATION Ben Juarez CEREMONIAL PRESENTATIONS Certificates of Recognition presented by Mayor Pro Tern Bacerra to the Segerstrom High School Girls Tennis Team for winning the CIF Championship. 2. Proclamation presented by Councilmember Hernandez and Mayor Sarmiento to the Assistance League of Santa Ana for Outstanding Contributions to the Community. 3. Certificate of Recognition presented by Councilmember Lopez to Concern America for Outstanding Contributions to the Community. STAFF PRESENTATIONS CLOSED SESSION REPORT — The City Attorney will report on any action(s) from Closed Session. PUBLIC COMMENT — Public comments will be held during the beginning of the meeting for ALL comments on agenda and non -agenda items, with the exception of public hearings. Comments for public hearings will take place after the hearing is opened. I CONSENT CALENDAR RECOMMENDED ACTION: Approve staff recommendations on the following Consent Calendar Items: 4 throuah 24. 4. Excused Absences Department(s): Clerk of the Council Office Recommended Action: Excuse the absent members. 5. Receive and File the Certification of Approval by City Engineer of the Final Parcel Map 2021-144 (1513 West Civic Center Drive) (Applicant: Saul Delgado representing 1513 Civic Center, LLC) Department(s): Public Works Agency Recommended Action: Receive and file the certification of approval by City Engineer City Council 7 12/6/2022 of the final Parcel Map 2021-144. 6. 2022-2023 Historic Resources Commission Historic Preservation Work Program Department(s): Planning and Building Agency Recommended Action: Receive and file the Historic Preservation Work Program for 2022-2023 as recommended by the Historic Resources Commission. 7. Award a Blanket Order Contract to CDW-G for Adobe Software and Subscriptions, in an annual amount not to exceed $75,000 (Specification No. 22-149) (General and Non - General Fund) Department(s): Information Technology Recommended Action: Award a contract for the purchase of Adobe Software and Subscriptions, for an eleven -month period expiring October 30, 2023, with provision for one optional one-year renewal exercisable by the City Manager, in an annual amount not to exceed $75,000, subject to non -substantive changes approved by the City Manager and City Attorney. 8. Amend the Blanket Order Contract with Horizons Construction Co., Pro -Craft Construction, Inc., and Verne's Plumbing for Plumbing Services by Increasing it to an Annual Aggregate Amount Not to Exceed $370,000 for the Remainder of the Contract Term. (Specification No. 20-118) (General and Non -General Fund) Department(s): Public Works Agency Recommended Action: Authorize an amendment to the blanket purchase order contracts with Horizons Construction Co., Pro -Craft Construction, Inc., and Verne's Plumbing for plumbing services to increase the annual amount by $165,000, for a revised annual aggregate amount not to exceed $370,000, for the remainder of the current one-year term expiring September 30, 2023, and two one-year renewal periods, subject to non -substantive changes approved by the City Manager and City Attorney. 9. Award Blanket Order Contracts to Daniels Tire Service and Parkhouse Tire, Inc. for Vehicle Tires in the Annual Aggregate Amount of $200,000, for a One -Year Term with Four, One -Year Renewal Options (Specification No. 22-157) (Non -General Fund) Department(s): Public Works Agency Recommended Action: Award blanket order contracts to Daniels Tire Service and Parkhouse Tire, Inc. for vehicle tires for a one-year period beginning December 6, 2022 and expiring December 5, 2023, with provisions for four, one-year renewals, in an annual aggregate amount not to exceed $200,000, subject to non -substantive changes approved by the City Manager and City Attorney. 10. Approve Appropriation Adjustments Recognizing Housing Assistance Payments and Administrative Funds to Administer New and Existing Vouchers (Non -General Fund) City Council 8 12/6/2022 Department(s): Community Development Agency Recommended Action: 1. Approve an appropriation adjustment recognizing additional Housing Assistance Payments funds in the amount of $623,708 in the revenue account and appropriating the same amount to the expenditure account to administer 38 new vouchers. Also, recognize an additional $28,500 in Special Administrative Fees in the revenue account to expend the same amount on expenditure account. (Requires five affirmative votes) 2. Approve an appropriation adjustment recognizing additional Foster Youth to Independence Housing Assistance Payments funds in the amount of $376,512 in revenue account and appropriating the same amount to expenditure account to administer 25 new Foster Youth to Independence vouchers. (Requires five affirmative votes) 3. Approve an appropriation adjustment recognizing additional Administrative funds in the amount of $115,500 in the revenue account and appropriating the same amount to the expenditure account to administer 231 existing Mainstream Program Vouchers. (Requires five affirmative votes) 11. Approve an Agreement and Appropriation Adjustment Recognizing Grant Revenue in an amount not to exceed $9,928 for the California State Library for the Zip Books Program Department(s): Library Recommended Action: 1. Authorize the Library Services Director to execute a Grant Agreement via DocuSign, accepting grant funds in the amount of $9,928 for the Zip Books Program, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 2. Approve an appropriation adjustment to recognize $9,928 in grant revenue from the California State Library and appropriate $9,928 into the corresponding expenditure account to implement the program. (Requires five affirmative votes) 12. Agreement with the Delhi Center to Lease Space for a New Library Branch (General Fund) Department(s): Library Recommended Action: Authorize the City Manager to execute a lease agreement with the Delhi Center for 2,465 square feet of leased space and adjacent exterior space for a new Library Branch, for a ten-year term beginning March 1, 2023, with an option for two five-year renewals, monthly rent rate of $3,550.00 with an annual 3% increase, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 13. Agreement Amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for Senior Meal Programs to Increase the Total Agreement Amount by City Council 9 12/6/2022 $50,000 for a New Agreement Total Not to Exceed $100,000 and Extend the Agreement Term by Six Months through June 30, 2023 (General Fund) Department(s): Parks, Recreation, and Community Services Recommended Action: Authorize the City Manager to execute an agreement amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for Senior Meal Programs to increase the total agreement amount by $50,000, for a new agreement total not to exceed $100,000, and extend the agreement term by six months through June 30, 2023 to be funded by the General Fund, subject to non - substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 14. Approve Agreement with SDI Presence, LLP for Enterprise Resource Planning (ERP) System Selection Professional Services in an annual amount not to exceed $128,344 (Non -General Fund) Department(s): Information Technology Recommended Action: Authorize the City Manager to execute an agreement for Enterprise Resource Planning (ERP) System Selection Professional Services with SDI Presence, LLP (SDI), for a term beginning January 1, 2023, and expiring June 30, 2024, for a total amount not to exceed $128,344, which includes a contingency in the amount of $25,669 subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 15. Approve a Renewal Agreement with TSYS Merchant Solutions, LLC, DBA Global Payments, for Debit and Credit Card Merchant Payment Processing Services, including Europay, MasterCard, and Visa ("EMV") CHIP & Pin and e-Commerce Gateway Transaction Integration and Support and Maintenance in the Amount not to Exceed $1,898,400, which includes a General Contingency of $242,400 Department(s): Finance and Management Services Recommended Action: Authorize the City Manager to execute a renewal agreement with TSYS Merchant Solutions, LLC, DBA Global Payments, for debit and credit card payment processing services, including Europay, MasterCard, and Visa ("EMV") CHIP & Pin and e-Commerce gateway transaction integration and support and maintenance in an amount not to exceed $1,898,400, which includes a general contingency of $242,400 over the maximum seven-year life of the agreement. The renewal agreement includes a base term commencing from December 6, 2022 and expiring December 31, 2025, with a provision for two renewal options of three years and one year, respectively, ending December 31, 2029, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022- XXX). 16. Approve Purchase Agreement with Property Owner Garnsey Corp, for the Full Property Acquisition for the Real Property Located at 841 N Garnsey Street (APN 005-142-03) (Revive Santa Ana Program) City Council 10 12/6/2022 Department(s): Community Development Agency Recommended Action: Authorize the City Manager to execute a purchase agreement with property owner Garnsey Corp, for the full property acquisition for the real property located at 841 N Garnsey Street also identified as APN 005-142-03 (Property) in the amount of $765,000, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 17. Approve an Agreement with City Net to Provide Street Outreach and Engagement Services for Quality -of -Life Services, in an Amount not to Exceed $2,801,700.10 beginning January 1, 2023 through December 31, 2023 (Non -General Fund and Revive Santa Ana Program) Department(s): Community Development Agency Recommended Action: 1. Authorize the City Manager to execute an agreement with City Net in an amount not to exceed $2,801,700.10 for the Santa Ana Multidisciplinary Street Outreach and Engagement (SMART) Program that responds to reports for quality -of -life services from January 1, 2023 through December 31, 2023, with provision for three (3) optional one-year extensions as authorized by the City Manager, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 2. Authorize the City Manager to execute agreements required by state or federal agencies for the use of HHAP and ARPA funding. 18. Approve Agreement with MIG, Inc., for Design Services for the City of Santa Ana's First Dog Park Project in an Amount Not to Exceed $800,000 for a Three -Year Term (Project No. 22-2755) (Non -General Fund) Department(s): Public Works Agency Recommended Action: Authorize the City Manager to execute an agreement with MIG, Inc. to provide engineering plans for the City of Santa Ana Dog Park project in the amount of $703,851, with a contingency of $96,149, for a total amount of $800,000, for a three-year term beginning December 6, 2022, and expiring December 5, 2025, with an option for two, one-year extensions, subject to non - substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 19. Approve Agreement with Little Diversified Architectural Consulting, Inc. for Architectural Design Services for Santa Anita Community Center in an Amount Not to Exceed $425,000 for a Three -Year Term (Project No. 22-1378) (Non -General Fund) (Revive Santa Ana Program) Department(s): Public Works Agency Recommended Action: Authorize the City Manager to execute an agreement with Little Diversified Architectural Consulting to provide architectural design and contact City Council 11 12/6/2022 documents for a new community center in the Santa Anita Park Project in the amount of $350,237, with a contingency of $74,763, for a total amount of $425,000, for a three-year term beginning December 6, 2022, and expiring December 5, 2025, with an option for two, one-year extensions, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 20. Purchase Agreement in the Amount of $725,000 for Full Real Property Acquisition for Warner Avenue Improvements Phase 2 (Property Owner: Virginia G. Ambriz) (Project No. 18-6901) (Non -General Fund) Department(s): Public Works Agency Recommended Action: Authorize the City Manager to execute a purchase agreement with Virginia G. Ambriz, for the full acquisition and goodwill (if any), of the property located at 2246 S Cedar Street (APN 016-214-12) in the amount of $725,000, subject to non -substantive changes approved by the City Manager and the City Attorney (Agreement No. 2022-XXX). 21. Density Bonus Agreement No. 2022-03 to Facilitate the Construction of a For -Sale Residential Townhouse Development, Consisting of 51 Townhouse Units with Eight Units Proposed as Affordable to Low -Income Households Department(s): Planning and Building Agency Recommended Action: 1. Resolution No. 2022-XXX — Adopt a resolution approving Density Bonus Agreement No. 2022-03 as conditioned. 2. Authorize the City Manager to execute a Density Bonus Agreement with Warmington Residential, Inc., for a 55-year term, for a for -sale residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low-income households at 717 S. Lyon Street, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 22. First One-year Extension of Variance No. 2017-05 and Variance No. 2017-06 for the Madison Mixed -Use Development Project Located at 200 North Cabrillo Park Drive Department(s): Planning and Building Agency Recommended Action: Resolution No. 2022-XXX — Adopt a resolution approving a one-year extension of Variance No. 2017-05 and Variance No. 2017-06. 23. First One-year Extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4th and Mortimer Mixed -Use Development Project Located at 409 and 509 East Fourth Street Department(s): Planning and Building Agency Recommended Action: Resolution No. 2022-XXX — Adopt a resolution approving a one-year extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 to December 15, 2023. City Council 12 12/6/2022 24. Teleconferencing for Meetings of City Council and All Boards, Committees, and Commissions Pursuant to the Provisions of Assembly Bill 361 Department(s): Clerk of the Council Office Recommended Action: Resolution No. 2022-XXX — Adopt a resolution to consider continuing the use of teleconferencing for City Council, board, committee, and commission meetings pursuant to the provisions of Assembly Bill 361 for the next 30 days. **END OF CONSENT CALENDAR** I BUSINESS CALENDAR 25. Facility Use Agreement Amendment with TKO Youth Foundation (TKO) to Reflect a Rate of $20.00 Per Hour for the Use of the Fitness Room in the Jerome Community Center with Anticipated Payments from TKO to the City to Reflect the Period from September 1, 2022 Until September 21, 2023 (General Fund) Department(s): Parks, Recreation, and Community Services Recommended Action: It is recommended that the City Council consider approving one of the two following options: 1. No change to the existing agreement and TKO will maintain responsibility for the Fiscal Year 2022-23 Miscellaneous Fee of $116.00 per hour for use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023. 2. Authorize the City Manager to execute an amendment to the facility use agreement with TKO Youth Foundation (TKO) to reflect a rate of $20.00 per hour for the use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023, subject to non -substantive changes approved by the City Manager and City Attorney (Agreement No. 2022-XXX). 26. Adopt a Resolution Authorizing Ceremonial Street Naming (General Fund) Department(s): Public Works Agency Recommended Action: 1. Resolution No. 2022-XXX — Adopt a resolution authorizing the ceremonial street naming of Helen M. Shipp Way, along Willits Street from Fairview Street to Bristol Street, and the ceremonial naming of the intersection of Willits Street and Raitt Street to Black History Square. 2. Direct staff to install a certain number of ceremonial signs to be approved for the stretch along Willits Street from Fairview Street to Bristol Street. City Council 13 12/6/2022 **END OF BUSINESS CALENDAR** PUBLIC HEARINGS PUBLIC COMMENTS — Members of the public may address the City Council on Public Hearing items. 27. Public Hearing - A Resolution and an Ordinance Adopting the Updated California and International Building and Fire Codes with Local Conditions Amendments and Requisite Findings Public Notice published in the Orange County Reporter on November 25, 2022. Department(s): Planning and Building Agency, Orange County Fire Authority Recommended Action: 1. Find that the proposed Ordinance is exempt under the provision of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15061(b)(3). 2. Resolution No. 2022-XXX — Adopt a resolution of the City Council setting forth findings for required amendments, modifications and changes with respect to the local climatic, geographical and topographical conditions within the City of Santa Ana to the California Building, Residential, Green Standards, Energy, Electrical, Mechanical, Plumbing, and Fire Codes as amended by the State of California. 3. Approve first reading of an ordinance amending Chapters 8 and 14 of the Santa Ana Municipal Code adopting the State Building Regulations, including the 2021 International Property Maintenance Code, and certain modifications and changes with respect to local climatic, geographical and topographical conditions with the City of Santa Ana to the California Building, Existing Building, Residential, Green Standards, Electrical, Mechanical, Plumbing, Energy, Historical Building, and Fire Codes as amended by the State of California. 28. Zoning Ordinance Amendment No. 2022-06 — An Urgency Ordinance of the City Council of the City of Santa Ana amending Article II (Use Districts) of Chapter 41 (Zoning) of the Santa Ana Municipal Code Relating to Accessory Dwelling Units (ADUs) in Compliance with Changes to State ADU Law Enacted Under Assembly Bill 2221 and Senate Bill 897 That Will Take Effect on January 1, 2023 Public Notice published in the Orange County Reporter on November 25, 2022. Department(s): Planning and Building Agency Recommended Action: Ordinance No. NS-XXXX — Approve Zoning Ordinance Amendment No 2022-06 and adopt the Urgency Ordinance by two-thirds (2/3) vote to amend Article II (Use Districts) of Chapter 41(Zoning) of the Santa Ana Municipal Code related to accessory dwelling units. (Requires five affirmative votes) 29. Public Hearing - Zoning Ordinance Amendments (ZOAs) Nos. 2022-04 and 2022-05 City Council 14 12/6/2022 Amending Chapter 41 of the Santa Ana Municipal Code to Establish Permit Requirements and Standards for the Development of Outdoor Dining Areas and the Operation of Mobile Food Trucks on Private Properties Public Notice published in the Orange County Reporter on November 25, 2022. Department(s): Planning and Building Agency Recommended Action: 1. Find and determine that the adoption of these ordinances are exempt from further review under the California Environmental Quality Act (CEQA) pursuant to sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines, as amended from time to time; and 2. Approve first reading of an ordinance approving Zoning Ordinance Amendment No. 2022-04 establishing permit requirements and development and operational standards for outdoor dining areas on private properties; and 3. Approve first reading of an ordinance approving Zoning Ordinance Amendment No. 2022-05 establishing permit requirements and operational standards for the operation of mobile food trucks on private properties. COUNCILMEMBER REQUESTED ITEMS 30. Discuss and Consider Directing the City Manager to Direct Staff to Evaluate the Current Vacant Property Registration Requirements and Return with Recommendations to Enhance its Effectiveness and/or Other Options to Address Both Vacant Structures and Land — Councilmember Lopez CITY MANAGER COMMENTS COUNCIL COMMENTS AB1234 DISCLOSURE — If the City paid for travel or other expenses this is the time for members of the Council to provide a brief oral report on attendance of any regional board or commission meeting or any conference, meeting or event attended. ADJOURNMENT — Adjourn the City Council meeting. Future Items 1. Sanitation Fee — Work Study Session City Council 15 12/6/2022 Public Works Agency www.santa-ana.org/pw Item # 5 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Certification of Final Parcel Map 2021-144 AGENDA TITLE Receive and File the Certification of Approval by City Engineer of the Final Parcel Map 2021-144 (1513 West Civic Center Drive) (Applicant: Saul Delgado representing 1513 Civic Center, LLC) RECOMMENDED ACTION Receive and file the certification of approval by City Engineer of the final Parcel Map 2021-144. DISCUSSION In California, regulation and control of the division of real property is vested in the legislative bodies of local agencies by the Subdivision Map Act. In the City of Santa Ana, the regulations and processes are provided in Chapter 34 of the Santa Ana Municipal Code (SAMC), which pursuant to Section 34-126, includes the approval of tentative parcel maps by the Zoning Administrator. Following the approval of a tentative map by the approving body, the property subdivider prepares and submits a final map or final maps to the City Engineer for approval. If each final map is in the correct form, prescribed by the Subdivision Map Act and Chapter 34 of the SAMC, and all conditions set forth in the tentative map are met, then the final map shall be approved by the City Engineer. On January 12, 2022, the Zoning Administrator approved Tentative Parcel Map 2021-04 (Orange County Map No. 2021-144), to facilitate the proposed subdivision of land to create four parcels that will remain consistent with the Low Density Residential (LR-7) land use designation of the General Plan. The approved tentative parcel map (Exhibit 1) allows subdivision of the project site into 4 parcels. The City Engineer is in the process of reviewing the final parcel map (Exhibit 2) for technical accuracy and final approval. This action informs the City Council of the imminent approval of the referenced subdivision based upon the Subdivision Map Act and meeting all the conditions of approval set by the City. Pursuant to Section 34-183 of City Council 5-1 12/6/2022 Certification of Final Parcel Map 2021-144 December 6, 2022 Page 2 the Santa Ana Municipal Code, the City Engineer shall approve or disapprove this map within 10 days after the City Council meeting of December 6, 2022. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Tentative Parcel Map 2. Final Parcel Map Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 5-2 12/6/2022 ,j O N Lv J U cn 6" AC WATER MAIN , 9TH STREET -� - S- �' S-'i 160.16' z o^. `N EXIST. G` ^/o Q - I � I_;4-T 7mmkXTXlST. T _ EXIST. PC M - - > F- �I X W �o EXIST. HOUSE I.03 ' 1514 WEST 9TH ST NOTE: SEE SHEET TWO FOR CIVIC CENTER DRIVE AND 9TH STREET DETAILS EXIST. POLE LO ,.� 0 . A00o IC i z z EXIST. GARAGE EXIST. 12"DIP WATER MAIN `po EXIST L GARAGE ' �ti V.., V %fz .l V I `I 1% V,.11 . SEWER MAIN spa:aka:IN EXIST. CURB�G�^� e EXIST. BLK WALL EXIST. BLK WALL �O 3 A� QO EXIST. POLE EXIST. BLK WALL M J LL pry 0 M W N 0 �n 0 0 z EXIST. BLK WALL i>? N (0 0 d- w 0 0 0 0 z CONSTRUCTION NOTES AND QUANTITY ESTIMATES O SAW CUT AND REMOVE AND REPLACE EXISTING AC PAVING AND PAVE TO FULL DEPTH MIN. 71NCHES 40 SF 2 SAW CUT AND REMOVE EXISTING C&G 20 LF 3 REMOVE EXISTING CONCRETE CURB 44 LF 4 SAW CUT AND REMOVE EXISTING CONCRETE SIDEWALK 1260 SF 5 CONSTRUCT DEPRESSED C&G PER CITY STANDARD PLAN NO. 204 TO MATCH EXISTING C&G 40 LF © CONSTRUCT DRIVEWAY APPROACH PER CITY OF SANTA ANA STANDARD PLAN NO. 214, W AND X AS SHOWN 340 SF Q CONSTRUCT CONCRETE SIDEWALK 1650 SF ® CONSTRUCT C&G - TYPE A8 PER CITY STANDARD PLAN NO. 204 TO MATCH EXISTING C&G 40 LF O9 CORE DRILL THROUGH EXISTING C & G TO CONSTRUCT PARKWAY CULVERT TYPE "B" PER CITY OF SANTA ANA STANDARD PLAN NO. 319 CASE II INLET WITH 4" DIA. PVC PIPE N=1 4 EA 10 CONSTRUCT 12X12 CATCH BASIN WITH QUICK SET UTILITY VAULT DB 12X12 MODEL WITH HEAVY DUTY ALHAMBRA FOUNDRY GRATE AND FRAME 7 EA 11 CONSTRUCT 6 INCH PCC SLAB WITH # 4 REBAR 24 INCHES ON CENTER OVER 4 INCH AGREGATE BASE 8750 SF REMOVE EXIST. CONCRETE SLAB 4310 SF 13 REMOVE EXISTING TREE 1 EA 14 EXIST. WOOD FENCE OR BLK WALL (PROTECT IN PLACE) LS LS 15 INSTALL STANDARD STREET LIGHT PER CITY OF SANTA LS LS ANA STANDARD PLAN NO. ST1126H 1 EA 16 INSTALL STORMTECH SC-740 CHAMBER-85.4"X51 "X30" PER MANUFACTURER SPECIFICATIONS LS LS 17 TRENCH REPAIR PER CITY OF SANTA ANA STANDARD 18 PLAN NO. 1150 LS LS SAW CUT AND REMOVE EXISTING CONCRETE SLAB AND REPAVE IN KIND PER CITY ENGINEER RECOMMENDATIONS-1505 SF 19 REMOVE PORTION OF PORCH LS LS 2� PLANT NEW TREE PER CITY OF SANTA ANA PUBLIC WORKS DEPARTMENT REQUIREMENTS 2 EA 21 SAWCUT AND REMOVE 2 INCH AC PAVING AND REPAVE PER CITY ENGINEER RECOMMENDATIONS 4980 WATER 2� INSTALL 1 INCH RESIDENTIAL FIRE AND DOMESTIC COMBINATION METER BOX AND BACK FLOW ASSEMBLY PER CITY OF SANTA ANA STANDARD PLAN NO. 1404 2 EA SEWER Q EXTEND EXISTING VCP SEWER LATERAL PER CITY OF SANTA ANA STANDARD PLAN NO. 70 LF NOTE: 1. THE CONTRACTOR WILL REMOVE SIDEWALK ALONG CIVIC CENTER DRIVE AND RECONSTRUCT TO FULL PARLWAY WIDTH 2. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL AND TRASPORTATION ADVISORY COMMITTEE (ETAC). 3. THE BMPs, SHOWN ON THE APPROVED SITE PLAN ARE ONLY PRELIMINARY AND WILL BE REVISED OR MODIFIED AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR TO THE ISSUANCE OF THE GRADING PERMIT, THE APPROVED GRADING/UTILITY PLAN SHALL INCORPORATE ALL REQUIRED STRUCTURAL BMPs. 4. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4-PERMIT) NOTE: 1. INSTALL 24-INCH BOX STREET TREES PER THE CITY STANDARDS AND APPROVED PLAN, AS NEEDED ON CIVIC CENTER DRIVE AND 9TH STREET. 2. REMOVE EXISTING DRIVEWAY AND CONSTRUCT NEW CURB AND GUTTER, AND SIDEWALK PER CITY STANDARDS AND APPROVED PLANS. UGENa (0.0) EXISTING ELEVATIONS FH FIRE HYDRANT 0.0 NEW ELEVATIONS MH MAN HOLE TP TOP OF PAVEMENT SD STORM DRAIN TC TOP OF CURB HC HANDICAP N FL FLO W LINE HP HIGH POINT CL CENTER LINE -S- SEWER MAIN BW BACK OF WALK - W- WATER MAIN TW TQB#0fjfflffiLL ST STREET FS FINISHED SURFACE LT LIGHT FF FINISHED FLOOR IS LANDSCAPE TG TOP OF GRATE RD ROOF DRAIN WV WATER VALVE SW STEM WALL GS GAS METER WM WATER METER L. 0. S. LINE OF SIGHT 9TH STREET E- F- zo w w cr_ w of w i= z > (n 0j (if a 0_ CIVIC CENTER DRIVE 0 U- O a of Q m 1ST STREET' I _t t VICINITY MAP NO SCALE LEGAL DESCRIPTION: BEING A SUBDIVISION OF A PORTION OF LOT 1 OF TRACT NO. 414, IN THE CITY OF SANTA ANA„ COUNTY OF ORAGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 17, PAGE 17 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY. ® NORTHERLY 5 FEET OF EASTERLY 50.16 FEET OF LOT 1 OF TRACT NO 414 RECORDED IN BOOK 17 PAGE 17 OF MISCELLANEOUS MAPS RECORDS OF ORANGE COUNTY, CALIFORNIA DEEDED TO THE CITY OF SANTA ANA PER BOOK 540, 328 OF DEEDS SOUTHERLY 15 FEET OF LOT 1 OF TRACT NO. 414 RECORED IN BOOK 17, PAGE 17 AS PER BOOK 7606 PAGE 58 OF OFFICIAL RECORDS. APN: 405-131-33 BENCH MARK NO. SA-286-75 ELEVATION= 82.592 NAVD88 DESCRIBED BY OCS 2001-FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-286-75" SET IN THE SOUTHWEST CORNER OF A 4FT.BY 15FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF RAITT STREET AND FIRST STREET, 32.8FT. EASTERLY OF THE CENTERLINE OF RAITT STREET AND 3.8FT. NORTHERLY OF THE NORTH END OF THE NORTHEAST CURB RETURN ALONG FIRST STREET. MONUMENT IS SET LEVEL WITH SIDEWALK. GENERAL NOTES 1. EXISTING ZONING: R1 2. PROPOSED ZONING: R1 3. EXISTING USE: VACANT AND TWO HOMES 4. PROPOSED USE: 4 SINGLE FAMILY HOMES 5. WATER BY: CITY OF SANTA ANA 6. SEWER BY: CITY OF SANTA ANA 7. ELECTRIC BY. SCE COMPANY 8. GAS BY: THE GAS COMPANY 9. TELEPHONE BY: GENERAL TELEPHONE 10. CABLE BY: WARNER CABLE COMPANY 11. NUMBER OF PARCELS: 4 12, TOTAL AREA: GROSS= 39612 SF NET=36878 SF 13. ASSESSOR'SPARCEL MAP NO. 405-131-33 14. DATE OF SURVEY APRIL 15, 2021 15. THOMAS BROTHER MAP BOOK 829-C2 © 5' TO BE DEDICATED TO THE CITY OF SANTA ANA. FOR ROAD AND UTILITY PURPOSES © 2' TO BE DEDICATED TO THE CITY OF SANTA ANA. FOR ROAD AND UTILITY PURPOSES NET AREA OF EACH PARCEL AREA PARCEL 1 = 8223 SF AREA PARCEL 2 =11779 SF AREA PARCEL 3 = 8462 SF AREA PARCEL 4 = 8414 SF PROJECT ADDRESS 1513 WEST CIVIC CENTER DRIVE SANTA ANA, CALIF. 92701 1513 CIVIC CENTER LLC 190 WEST 3RD STREET SANTA ANA, CALIF. 92701 PHONE: (714) 393-8001 E-MAIL: CONTACT: SAUL DELGADO INDER ENGINEERING, INC. 2651 EAST CHAPMAN AVENUE SUITE 101 FULLERTON, CALIF. 92831-3738,OES PHONE: (714) 680-9641 S\l C8, ' E-MAIL: inderengineering@sbcglobal.net 9 PREPARED BY: CD No. C29 613 ems, v . 3-31-22 0 rml INDER AT CHAUHAN RCE 28466 DATE TENTATIVE PARCEL MAP N0. 2021-144 SHEET 1 OF 2 JOB NO. 20-2220 W H Z W , U , U U �o EXIST. HOUSE ^o� o� c 'o EXIST. CONC DRIVEWAY EXIST. HOUSE (FF=102.92) a0 0 kulk m"m FMI tr EXIST. HOUSE (FF= 103.6 0) 15' d- 0 101.50FL 101.57FL 0290 S EXIST. CONC DRIVEWAY PROP. HOUSE FF=103.20 PAD=102.45 EXIST. HOUSE EXIST. DRIVEWAY BCD' PROPERTY LINE--, PROP. HOUSE FF=103.40 PAD=103.65 �N a �,0w EXIST. 5' HIGH BLK WALL 0 EXIST. HOUSE PACIFI NUE CONSTRUCTION NOTES AND QUANTITY ESTIMATES O SAW CUT AND REMOVE AND REPLACE EXISTING AC AC PAQVING AND PAVE TO FULL DEPTH MIN. 71NCHES — 40 SF 2 SAW CUT AND REMOVE EXISTING C&G 36 LF 3 REMOVE EXISTING CONCRETE CURB 44 LF 4 SAW CUT AND REMOVE EXISTING CONCRETE SIDEWALK 460 SF 5 CONSTRUCT DEPRESSED C&G PER CITY STANDARD PLAN NO. 204 TO MATCH EXISTING C&G 40 LF © CONSTRUCT DRIVEWAY APPROACH PER CITY OF SANTA ANA STANDARD PLAN NO. 214, W AND X AS SHOWN 340 SF O CONSTRUCT CONCRETE SIDEWALK 210 SF ® CONSTRUCT C&G - TYPE A8 PER CITY STANDARD PLAN NO. 204 TO MATCH EXISTING C&G 60 LF ® CORE DRILL THROUGH EXISTING C & G TO CONSTRUCT PARKWAY CULVERT TYPE "B" PER CITY OF SANTA ANA STANDARD PLAN NO. 319 CASE II INLET WITH 4" DIA. PVC PIPE N=1 4 EA 10 CONSTRUCT 12X12 CATCH BASIN WITH QUICK SET UTILITY VAULT DB 12X12 MODEL WITH HEAVY DUTY ALHAMBRA FOUNDRY GRATE AND FRAME 7 EA 11 CONSTRUCT 6 INCH PCC SLAB WITH # 4 REBAR 24 INCHES ON CENTER OVER 4 INCH AGREGATE BASE 8750 SF REMOVE EXIST. CONCRETE SLAB 4310 SF REMOVE EXISTING TREE 3 EA 14 EXIST. WOOD FENCE OR BLK WALL (PROTECT IN PLACE) LS LS 15 INSTALL STANDARD STREET LIGHT PER CITY OF SANTA ANA STANDARD PLAN NO. ST1126H 1 EA 16 INSTALL STORMTECH SC-740 CHAMBER-85.4"X51"X30" PER MANUFACTURER SPECIFICATIONS LS LS TRENCH REPAIR PER CITY OF SANTA ANA STANDARD PLAN NO. 1150 LS LS SAW CUT AND REMOVE EXISTING CONCRETE SLAB AND REPAVE IN KIND PER CITY ENGINEER RECOMMENDATIONS 1500 SF 19 REMOVE PORTION OF PORCH LS LS 20 PLANT NEW TREE PER CITY OF SANTA ANA PUBLIC WORKS DEPARTMENT RECOMMENDATIONS 2 EA 21 SAWCUT AND REMOVE 2 INCH AC PAVING AND REPAVE PER CITY ENGINEER RECOMMENDATIONS 4980 25 INSTALL 1 INCH RESIDENTIAL FIRE AND DOMESTIC COMBINATION METER BOX AND BACK FLOW ASSEMBLY PER CITY OF SANTA ANA STANDARD PLAN NO. 1404 2 EA © EXTEND EXISTING VCP SEWER LATERAL PER CITY OF SANTA ANA STANDARD PLAN NO. 70 LF EROSION 31 INSTALL TWO ROWS ONE FOOT HIGH GRAVEL BAGS PER CASQA BMP SE6 LS LS 3Q INSTALL SILT FENCE PER CASQA BMP SE1 LS LS 3� CONSULT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP TC-3 LS LS EASEMENTS AND DEDICATION AQ NORTHERLY 5 FEET OF EASTERLY 50.16 FEET OF LOT 1 OF TRACT NO 414 RECORDED IN BOOK 17 PAGE 17 OF MISCELLANEOUS MAPS RECORDS OF ORANGE COUNTY, CALIFORNIA DEEDED TO THE CITY OF SANTA ANA PER BOOK 540, 328 OF DEEDS © SOUTHERLY 15 FEET OF LOT 1 OF TRACT NO. 414 RECORED IN BOOK 17, PAGE 17 AS PER BOOK 7606 PAGE 58 OF OFFICIAL RECORDS. © 5' TO BE DEDICATED TO THE CITY OF SANTA ANA. FOR ROAD AND UTILITY PURPOSES O 2' TO BE DEDICATED TO THE CITY OF SANTA ANA, FOR ROAD AND UTILITY PURPOSES JOB NO. 20-2220 NE 4 PARCEL MAP NO. 2021 —1 44 NUMBER OF ER OF PARCELS 4 GROSS AREA=866S SOT FT.:0.915 AC DATE OFASURVEY 5-08-2021 A0 IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, N211PnRCELMAPo 0¶44STATE OF CALIFORNIA BEING A SUBDIVISION OF A PORTION OF LOT 1 OF TRACT NO. 414 SCUDDER BLOCKS AS SHOWN ON A MAP RECORDED IN BOOK 17, PAGE 17 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. INDER JIT CHAUHAN R.C.E. 28466 INDER ENGINEERING, INC. OWNERSHIP CERTIFICATE WE, THE RSIGNEO, B RVING ANY RECORD TITLE THE LAND COVERED BY THISGMAP' DOHEREEY CONSENT TO THE PREPARATON AND RECORDATION OF SAID MAP. AS SHOWN WTHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED TO THE PUBLIC AS N EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES: CIVIC CENTER DRIVE AND 9TH STREET 1513 CIVIC CENTER LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, OMER EDUARDO I. LUNA (MANAGING MEMBER) BENEFICIARY DOMINION FINANCIAL SERVICES, LLC, A MARYLAND LIMITED LIABILITY COMPANY AS BENEFICIARY UNDER A DEED OF TRUST RECORDED ON DECEMBER 21, 2020 AS INSTRUMENT NO. 2020-753372. OF OFFICIAL RECORDS. BY: -- NAME NAME: TITLE TME: NOTARY ACKNOWLEDGEMENT STATE OF CAUFORNIA ) SS COUNTY OF ) WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS) WHOSE NAME(E) IS/ARE SUBSCRIBED TO THE WTHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CAUFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WTNESS MY HAND: IMPROVEMENT CERTIFICATE PURSUANT TO THE PROVISIONS OF SECTION 66411A OF THE SUBDIVISION MAP ACT, NOTICE IS HEREBY GIVEN THAT FOLLOWING IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED OR BE UFOTONOOSTED AS GUARANTEE FOR SAID IMPROVEMENTS IN ACCORDANCE WTH THE NG 1 COMPLY WTH THE CONDITIONS AND REQUIREMENTS OF TENTATIVE PARCEL MAP NO. 2021-144 APPROVED BY THE CITY ZONING ADMINISTRATOR ON JANUARY 12 2022 2 COMPLY WITH THE REQUIREMENTS OF DEVELOPMENT PROCESSING MEMORANDUM NO. 2021-7 FROM THE PUBLIC WORKS AGENCY TO THE PLANNING AND BUILDING AGENCY DATED MARCH 23, 2021. DATED JULY 1, 2021. DATED AUGUST 16, 2021. OE22021. AND DATED G—ER2, SIGNATURE OMISSIONS PURSUANT TO THE PROVISIONS OF SECTION 66436(a)(3)(A) OF THE SUBDIVISION MAP ACT, THE FOLLOWING SIGNATURES HAVE BEEN OMITTED: 1. CITY OF SANTA ANA HOLDER OF AN EASEMENT FOR STREET AND INCIDENTAL PURPOSES RECORDED IN BOOK 7606. PAGE 58 OF OFFICIAL RECORDS. ACCEPTED AND FLED AT THE REOUEST OF FIRST AMERICAN TITLE COMPANY DATE TIME FEE S INSTRUMENT BOOKPAGES HUC4H NGUYEN COUNTY CLERK -RECORDER BY DEPUTY ENGINEER'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUEST OF SAUL DELGADO ON MAY 8. 20CL 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED. OR THAT THEY WILL BE SET IN SUCH POSITONS ON OR BEFORE JULY 20, 2023; AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS PARCEL MAP SUBSTANTALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. CITY ENGINEER'S STATEMENT HEREBY STATE THATHAVE EXAMINED THIS MAP AND HAVE FOUND IT TO BE SUBSTANTIALLY IN CONFORMANCE WITH THE TENTATIVE MAP, IF REQUIRED AS FILED WITH, AMENDED AND APPROVED BY THE CITY ZONING ADMINISTRATOR; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND CITY SUBDIVISION REGULATORS HAVE BEEN COMPLIED WITH. GATED THIS DAY OF 2022 COUNTY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND HAVE FOUND THAT ALL MAPPING PROVISIONS OF THE SUBDIVISION MAP ACT HAVE BEEN COMPLIED WITH AND AM SATISFIED SAID MAP IS TECHNICALLY CORRECT. CITY CLERK'S CERTIFICATE STATE OF CAUFORNIA ) CITY OF SANTA ANA COUNTY OF ORANGE I HEREBY CERTIFY THAT ENGINEER ON BEHALF SANTA ANA MUNICIPAL PUBLIC, THE EASEMENT DRIVE AND 9TH STREET. AND DID ALSO APPROVE 66436(a)(3)(A) OF THE DATED THIS ) SS ON THE DAY OF 2022 THE ACING CITY OF THE CITY COUNCIL PURSUANT TO SECTION 34-183 OF THE CITY OF CODE. APPROVED SAID MAP AND DID ACCEPT ON BEHALF OF THE DEDICATION FOR PUBLIC STREET PURPOSES TO SAID CIVIC CENTER SUBJECT MAP PURSUANT TO THE PROVISIONS OF SECTION SUBDIVISION MAP ACT. DAY OF 2022 DAISY GOMEZ CLERK OF THE CITY OF COUNCIL COUNTY TREASURER -TAX COLLECTOR'S CERTIFICATE STATE OF CAUFORNIA ) SS COUNTY OF ORANGE ) I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF MY OFFICE. THERE ARE NO LIENS AGAINST THE LAND COVERED BY THIS MAP OR ANY PART THEREOF FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOT YET PAYABLE. AND DO CERTIFY TO THE RECORDER OF THE — TY OF ORANGE THAT THE PROVISIONS OF THE SUBDIVISION MAP ACT HAVE BEEN COMPLIED WITH REGARDING DEPOSITS TO SECURE PAYMENT OF TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES ON THE LAND COVERED BY THIS MAP. GATED THIS DAY 2022 City Council 5-5 12/6/2022 SHEET 2 OF 4 NUMBER OF PARCELS 4 GROSS AREA=39,850 SO FT.:0.915 ACPARCEL MAP NO. 2021-144 NET AREA-36866 SQ FT. :0-6 AC DATE OF SURVEY 5-08-2021 MAP-2021-144PARCEL IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA INDER AT CHAUHAN R.C.E. 28466 INDER ENGINEERING, INC. NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING HIS CERTIFICATE VERIFIES ONLY HE SIGNED H LIIIATE IS ATTACHED, AND NOT HE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT STATE OF CALIFORNIA ) SS COUNTY OF ) WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS) WHOSE NAMES) IS/ARE SUBSCRIBED TO THE MTIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT By HIS/HER/THEIR SIGNAL.' ) ON THE INSTRUMENT THE PEREON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERHFV UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WIHESS MY HANG: SIGNATURE MY PRINCIPAL PLACE OF BUSINESS NOTARY PUBLIC IN AND FOR SAID STATE IS IN COUNTY MY COMMISSION EXPIRES (PRINT NAME) NOTARY ACKNOWLEDGEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING HIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT HE TRUTHFULNESS, ACCURACY. OR VALIDITY OF THAT DOCUMENT STATE OF CALIFORNIA ) SS COUNTY OF ) ON BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS) MOSE INSTRUMENT NTZDEDGED O ME THAT HESEEY EXEC TEOTHE SAME NH 5/HER/HERAUHORIE CITYUES), AND THAT BY HIS/HER/THEIR SIGNATLRE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. THE STA CAUFORNIA THAT THEAFOREGOINGRPARAGRAPHH IS TRUETHEWFNDFCORRECT .H OF -ffiESS MY HAND City Council 5-6 12/6/2022 SHEET 3 OF 4 ARCELS4 PARCEL MAP NO. 2021 -1 44 GROSSRAREA=39,850 Sp FT.: 0.915 AC NET AOF SOR 866 SO FT. 00.84E AC OATS OF SURVEY 5PARCEL 21 ALL of TENTATIVE202114 PARCEL IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, MAP NO 2021-144 STATE OF CALIFORNIA INDER JIT CHAUHAN R.C.E. 28466 INDER ENGINEERING, INC. BASIS OF BEARINGS: BOUNDARY ESTABLISHMENT SHEET THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING MONUMENT NOTES CONTINUE BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6023R1 AND STATION GPS NO. 6041 BEING NORTH 66'50'40" EAST 11 OCS GPS X 6023R1 PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY FOUND PUNCHED 3" BRASS DISK IN WELL MONUMENT, DOWN 1' SURVEYOR MONUMENT IS LOCATED 10E'LY OF ANOTHER WELL MONUMENT. DATUM STATEMENT STATION I6 LOCATED AT cErvTERMNE INTER of clvlc CENTER DR. COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE AND FLOWER STREET (E'LY). PER PARCEL MAP NO. 83-8T7, SYSTEM (CCS83). ZONE V. 1983 NAD.. (2017.50 EPOCH O.C.S. END 188/2-3. GPS ADJUSTMENT.) N 2220952.43 ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. E 6067283.25 TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCE BY Q OCS GPS p 6041 0 99SPECIHC COMBINATION FACTOR. REFERENCE NOTES: FOUND PUNCHED 3" BRASS CAP. NO STAMPING, IN CONCRETE. DOWN 1. IN WELL MONUMENT PER TRACT N0. 1J9J9 MM 1= RECORD DATA PER TRACT NO, C4 M.M. 17/17 9J4/3-J AND CR 2008-2669. STATION IS LOCATED AT R1 CA -CALCULATED RECORD DATA PER TRACT NO. CENTERLINE INTERSECTION OF 1ST STREET AND RAITT STREET. M. 1J/17 N 2218JJ384 R2= RECORD DATA PER TRACT N0. 1 179 M M. 506/11-13 E 6062189.34 R3= RECORD DATA PER RECORD OF SURVEY RECORDED IN © F GRADS D "CSA" R.S.B. 81/21 ONU PCC2SEWE5 MAN. EESCOLLAR PER 2007-1260 AND 4=RECORD DATA PER TRACT NO. 5J2 M.M. 18/2J PER CITY OF SANTA THE BOOK 2, PAGE 2t AT RS=RECORD DATA P RECORD OF SURVEY RECORDEG CENTERLINE INTERSECTION OF CIVIC CENTER DRIVE AND N R.S.B. 15/10 PER PA AVENUE R6=IRECORD DATA PER DOCUMENT RECORDED IN BOOK 670 FOOWND BRAPSSR CAR AND CHI I6 I" INPWELL MONUMENT PAGE 6J OF DEEDS 1. - O SURVEYOR'S BOUNDARY NOTE ANA TIE BOOK 12, PAGE 21 �5 FOUND LEAD AND TAG "RCE 25742" IN SIDEWALK, THERE ARE NO CONFLICTS WITH -STING VISIBLE FLUSH, NO REFERENCE, ACCEPTED ON IL PROD 51'38'05"W, IMPROVEMENTS AND THE EXTERIOR BOUNDARY LINE -0' FROM SOUTHEAST CORNER OF LOT 1 OF TRACT No. (DISTINCTIVE BORDER) OF THIS MAP AS ESTABLISHED 11179 MM BOOK 506, PAGES 11-13 HEREON. ® FOUND LEAD AND TAG "RCE 25742" IN SIDEWALK, MONUMENT LEGEND FLUSH, NO REFERENCE. ACCEPTED ON PL PROD S1'3633'W, -0' FROM SOUTHWEST CORNER OF LOT 1 OF TRACT NO. • INDICATES FOUND MONUMENT AS NOTED 11179 MM BOOK 506, PAGE 11-13 INDICATES FOUND COS. GPS HORIZONTAL CONTROL STATION FOUND LEAD AND TAG STAMPED "LS -1' IN SIDEWALK, MONUMENT PER RECORDS ON FILE IN THE OFFICE OF THE FLUSH. NO REFERENCE, AGOEPTED AS N1'36.33'E, 13.00' ORANGE COUNTY SURVEYOR, AS NOTED IN MONUMENT NOTES. NORTH OF THE SOUTH LINE OF TRACT N0. 112, MM 18/27 O INDICATES 2 INCH IRON PIPE TAGGED "R.C.E. 28466" TO BE SET. OR 8 INCH GEAR SPIKE AND WASHER EAD, LACK ANDMTAG STAMPEDE"R.C.E. 28466E TOIN NBE SET RLCONCRETE AND IN BLOCK WALLS FLUSH AT ALL PARCEL MAP BOUNDARY CORNERS UNLESS OTHERWISE NOTED BEFORE 7-20-2023, INDICATES 1 INCH IRON PIPE TAGGED "R.C.E. 28466" TO BE SET OR SPIKE AND WASHER STAMPED "R.C.E. 28466" O BE SET IN .C, OR LEAD, TACK NTAG STAMPED "R BIN CONCRETE AND IN BLOCK WALLS , AT ALLPARCEL CORNERS UNLESS OTHERWISE NOTED, BEFORE 1-20-2023. SFN SEARCHED. FOUND NOTHING. SET NOTHING UNLESS OTHERWRE INDICATED. �I ® FOUND 2-1.00' TIES BRASS TACK AND TAG STAMPED "CSA" ON PCC SEWER MANHOLE COLLAR PER OR 2007-1258 AND PER CITY OF SANTA ANA TIE BOOK 12. PAGE 21 AT CENTERLINE INTERSECTION OF CIVIC CENTER DRIVE AND RAITT STREET s CAP A 'FOU 200J-1258 AND PER CITY I OF SANTA MONUMENT ANA TIE BOOK 12. PAGE 21 DOWN 1.9' I® FOUND BRASS CAP AND CHIS " IN WELL MONUMENT PER TRACT NO, 11179, MM 506/11-13 DOWN 1.0' AND CITY OF SANTA ANA TIE BOOK 13. PAGE 231 © FOUND NOTHING, SET NOTHING, POINT FALLS ON SEWER MAN HOLE, ESTABLISHED PER RECORD DISTANCE PER TRACT NO, 11179 MM 506/11-13 AND CITY OF SANTA ANA TIE BOOK 13, PAGE 231 12 FOUND LEAD AND TAG STAMPED "LS 4743" AT CENTERLINE INTERSECTION OF PACIFIC AVENUE AND 9TH STREET. FLUSH PER OR 2009-1527 AND PER CITY OF SANTA ANA THE BOOK 3, PAGE 23C 13 FOUND LEAD NO TAG NO REFERENCE IN SIDEWALK, FLUSH. ACCEPTED AS S1'27'24"W, 10.00' SOUTH OF THE NORTH LINE OF TRACT 572, MM 18/2J 10 FOUND LEAD NO TAG NO REFERENCE IN SIDEWALK, FLUSH. ACCEPTED AS 51'37'24"W 10.CD' SOUTH OF NORTH LINE OF TRACT 572. MM 18/27 105 FOUND 3/4 INCH IRON PIPE AND TAG STAMPED " RE 6210" PER RSB 81/21 . FLUSH 16 FOUND 3/4 INCH IRON PIPE NO TAG, ACCEPTED AS 3/4 INCH IRON PIPE TAGGED R.C.E. 6210 PER R3 FLUSH 108 FOUND BRA55 CAP AND CHIP "4" IN WELL MONUMENT DOWN 1A' PER OR 2001-1691 AND PER CITY OF SANTA ANA TE BOOK 9, PAGE 29 9TH STREET N89'31'19"W 1409.85' (1409.JJ•R2, 1409.85'R3. 1409.8J'RS „326.92' (326.82' R3) J0J.20- M& (R4)(J0�.00' R2) 535.94• (535.J6' RICAL. 536.13'R2, 535.90'RS)/" (JOJ.31'RS) - 3J5 3 (3J5.60'R1, 3J5.83•R2) / 160.21' (160.20' CAL, 1 0.30'R2) 89'31'19'W 1355.13' - /FYI" 50.. .V - 682.14' (682.13-) N 535.96' (535.80'R1. 535.88'RS) nIN 50.24' o h --++_-- iv ry to - ------ - - - 5025' 1 (3 N'LY LINE 3J5.J2' (3J5.60'Ri) I 160.2 (160.20'Ri` c^ ^" - TR 572 C] N'LY LINE TR 414 'I v lu WESN LI 41 I ILLY LINE H w I ^✓ TR O. 4" J c I LOT 1 TR 414 ^ K N TR SNOu5J2 VC \_ i CD in c nr O4 e J lF II v el6, o N w l ---- J s' ado 30'I woa ICJ-,�I n 1.4 05 Im m 860.009 W t6p� 50..51 N89'3 9"N c' J ry N89'32'10"W I N89-3�'10"W 160.76' 3 6J6.22' ®I 228.SJ' (228.5�'R2) 146.83' C 50.00' 60.00' SO.J6' 142. 3' 07 LL4 1J.01' 228.61- (228.56'R2) 1J.01' 1J.01' 1701' 681.18' �- - - - - --3)5.46 3Jp,55po� 160.-IT 60.85 Rir 10 142.60' 536.24' (SW6. ;5'RtR2,535.49R5J N89'32'10 360.22' $ (160.85'R1) J06.12'(JO6.00'R1.J06.00 R21�1 j 3J5.45' (3J5.60• R1CAL) 10160.82'I0.89' PICAL ibO.J9'R2) J3.20' (163.24'R1 r. JOS.JB'R4,J05.89'R5) 536.26' (536.2 'R2',536.49'R1) 34.02' & (334.11-R3)- (173.26' R3, RS)'%� n� N89'32'10"W 1415.58' (1415.48'R2, 1415.64'R3. 1415.64'RS) CIVIC CENTER DRIVE N8G-")'-W ,-� (FORMERLY EIGHTH STREET) 3642.00'(GROUNI (FORMERLY HICKEY STREET) CENTER DRIVE p33 GROUNDi�4 GS -IDENTICAL POINT � 18 N6_'so a4°=g As)s -FIRST STREET DETAILS AND EASEMENT PARCELMAP City Council 5-7 12/6/2022 SHEET 4 OF 4 UMBER OF PARCELS ° PARCEL MAP NO. 2021 —144 GROSS AREA6866 S SQ FT. 846A AC NET AREASURVEY 50 FT. 021 AC OATS OF SURVEY SARCEL 21 MAP NoT zozi�' 144P"R°EL IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, 9TH STREET STATE OF CALIFORNIA FOR SINGLE FAMILY HOMES _ INDER JIT CHAUHAN R.C.E. 28466 INDER ENGINEERING, INC. 50.21 MAP SHEET o yzD.O.. a, EASEMENT NOTES 50.24 (50.19'R3) �� D CITY OF SANTA ANA HOLDER OF AN EASEMENT FOR STREET AND INCIDENTAL 50.25' PURPOSES RECORDED IN BOOK 7606, PAGE 55 OF OFFICIAL RECORDS. EXISTING R/W QQ AN EASEMENT FOR PUBLIC STREET PURPOSES DEDICATED HEREON TO 50.26' THE CITY OF SANTA ANA. N89'31'19"W '` 5' DEDICATEDTO _ I� CITY OF SANT -SANTA ANA Q2 DETAIL OA 9TH STREET ,\—SEE DETAILOA N89'31'19"W 1409.85' (1409.77'R2, 1409.85'R3, 1409.87R5) / .. 326.92' (326.82' F�7t).. 166.71'(166.64'R2 �� 12 160.21' (160.30'R2,160.16'R3) ❑ _ _ � 166.66'R3,166.66'RS / 20.00' N89'31'19'W 160.24' 1 50.21 1_ of 20.00' N (160.20'R1,160.39'RS) 50.24' 137.03' 17 50.00' 60.00' 50.26' 137.03" (50.00R5& 6) (60.00'RS) l o XISTING R W'oo N DEDICATED / 50.00' 1\i 5' DEDICATED / 30' TO WILY LINE LOT 1 I m 0.00' OF SANTA YANAOO o NEW R/W TR NO. 414 II c oM c1_ rI < II ❑ U.�J ew� n a ova N I m f I I, m ¢ o w N89'31'19"W U Z 60.00' r v I (60.00'R 3) 16 'Ni — I N89'31'19"W n ^� N89-31.19"W N LiJ 50.0 ' n 50.51' - - 50.00'R3&R6LLJ z r ` N N w Q LLJ Go ry�II v ¢ w z L_L JJ r N m(n �QN 4 z w U M d n Q a „ Q DO Q Q w ¢ w n UDO Q w n Q (j3j m w C C) 3 C� dUZ O_C0Z wU ; E'LY LINE 30, N89'32R NO. 414 '10"W 160.]6'(160.85'R1) 146 83' 50.00' 60.00' 50.76' 142.53' 2 1 17.01 1` 17.01' 1 ].01 e 50.0 60.00' 1 570071 .81' 17.00' ❑ —I N89-32'10"W 160.78'(160.85'R1,160.81'R3,160.99'R5)r I 142.80 (142.86'R5) 25.00, 160.82' (160.]9'R2,160.85'R3) 173.20' (1]3.24R2,173.26. 3) .. 334.02' & (334.11'R 3).. (3. 17 N89'32'10"W 1415.58 (1415.48'R2, 1415.64•R3, 1415.64'R5) 26'R5) CIVIC CENTER DRIVE (FORMERLY EIGHTH STREET) SEE SHEET 3 FOR BOUNDARY ESTABLISHED BASIS OF BEARINGS AND MONUMENT NOTES City Council 5-8 12/6/2022 Planning and Building Agency www.santa-ana.org/planning-and-building Item # 6 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: 2022-2023 Historic Resources Commission Historic Preservation Work Program AGENDA TITLE: 2022-2023 Historic Resources Commission Historic Preservation Work Program RECOMMENDED ACTION Receive and file the Historic Preservation Work Program for 2022-2023 as recommended by the Historic Resources Commission. DISCUSSION In 2020, a process for communication between the Historic Resources Commission (HRC) and the City Council was established to communicate feedback related to various historic items and issues. The process involved a series of workshops to discuss issues that the HRC desired to advise and make recommendations on in order to enhance the historic preservation program within the City. At the conclusion of the workshops, staff collected the concerns and formalized them into a memorandum outlining a list of historic resources recommendations for City Council consideration. Staff presented the memorandum to the City Council on April 7, 2020. At that time, the City Council held a discussion and directed staff to return and present a course of action for each HRC recommendation based on the City Council's input. As a follow up to the 2020 process, the HRC conducted several workshops with Planning and Building agency staff to discuss additional recommendations to the City Council. The HRC desires to present the list to the City Council as a recommendation for a formal Historic Preservation Work Program for the upcoming year. The purpose of the Work Program is to systematically prioritize the implementation of the measures in the newly adopted Historic Preservation Element, as well as the HRC's goals and recommendations, and to track their progress and completion. Some of the work programs discussed are procedural and administrative in nature and can be addressed by the HRC and staff. However, other work program components require confirmation and authorization from the City Council to align the Work Program with the City Council's priorities. At the HRC meeting on November 3, 2022, the HRC provided final input and directed staff to submit the attached memorandum to the City Council for review and consideration. City Council 6-1 12/6/2022 2022-2023 Historic Resources Commission Historic Preservation Work Program December 6, 2022 Page 2 ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Historic Resources Commission Memorandum — 2022- 2023 Historic Preservation Work Program Submitted By: Minh Thai, Executive Director of the planning and Building Agency Approved By: Kristine Ridge, City Manager City Council 6-2 12/6/2022 MEMORANDUM www.santa- To: Honorable Mayor and City Council Date: December 6, 2022 From: Historic Resources Commission Subject: HISTORIC PRESERVATION WORK PROGRAM 2022-2023 On April 7, 2020, planning staff presented a memorandum outlining a list of historic resources recommendations for City Council consideration. The City Council held a discussion and directed staff to return within 90 days and present a course of action for each Historic Resources Commission (HRC) recommendation based on Council's input. On July 7, 2020, planning staff returned to the City Council and presented the implementation recommendations. After consideration, the City Council authorized staff to implement several of the recommendations, as outlined below: Item Status Immediate Measures Amend Santa Ana Municipal Code (SAMC) to provide the HRC the authority to impose reasonable project approval conditions Completed; Amendment to SAMC Chapter 30-6 Historically Sensitive Area (HSA) additions and/or demolitions to be flagged by staff Completed HRC Meeting Frequency from quarterly to six meetings a year Completed HRC Application fees, reduce to $500 (historic listing) and $2,500 (Mills Act) Completed Mid -Term Measures Adopt Historic Preservation Element Completed (adopted April 2022) Tree Preservation Ordinance To be completed Comprehensive Update to Existing Design Guidelines Affecting Historic Properties To be completed Long -Term Measures Establishing a local district designation program To be completed as part of comprehensive Chapter 30 update The above -listed actions from 2020 established a formal process for communication between the HRC and City Council through the memorandum. With that in mind, the HRC conducted follow up workshops with PBA staff in March and May 2022 to discuss a subsequent City Council 6-3 12/6/2022 memorandum to make recommendations to the City Council regarding establishing a formal Historic Preservation Work Program for 2022-2023. During the 2022 workshops, the HRC discussed the existing work program and accomplishments, key staff initiatives, and HRC's work program recommendations. In addition, PBA staff outlined additional work program recommendations. Below is a summary of these items: HRC RECOMMENDATIONS -Expand historic program reach to recognize and identify importance of African American history and impacts in the City ■ Create partnerships with Santa Ana History Room for the creation of digital archives to commemorate resident history -Create partnerships with neighborhood associations to facilitate better community participation and engagement ■ Create a specific website or "portal" that connects the general public with various historic resources (e.g., Heritage Museum of Orange County, Santa Ana Historic Preservation Society, Preserve Orange County, etc.) ■ Use of plaques, monuments, and/or QR codes so residents can explore their own communities (e.g., maps of significant mural or public art locations, and significant points of historic) -Presenting the City's history as a narrative at local parks ■ Continued exploratory/history research on parts of South Main Street -Clarify the Historic Preservation Awards process -Historic preservation awards — begin to engage developer community to highlight historic significant projects -Establish strategy for the creation of locally designated historic districts, as many neighborhoods have expressed strong interest -Mills Act Program — strategize on how City can comply with State requirements (e.g., send letters to homeowners, reduce number of inspections, etc.) PBA RECOMMENDATIONS -Update Mills Act program to be in compliance with State requirements and to include new rehabilitation plan requirements ■ Survey the total cost and time for updating Chapter 30 (Historic Ordinance), which was implemented in 1980 and last amended in 2003 -Develop roadmap of updates to historic ordinance, including identifying consultants that the City may want to consider to update the ordinance and program -Hire additional full-time historic preservation staff ■Maintain conformance with Certified Local Government (CLG) requirements by establishing minimum qualifications for Historic Resources Commission. Requirements for all members include having demonstrated interest, competence, or knowledge in City Council Y,6-4 12/6/2022 historic preservation. At least two Commission members to be encouraged to be appointed from among professionals in the disciplines of history, architecture, architectural. Inclusion efforts should be undertaken to maintain a diverse Commission that is reflective of the City of Santa Ana. As part of this memorandum, PBA staff is also highlighting implementation measures from the City's first standalone Historic Preservation Element. The element was adopted as part of the City's General Plan, which became effective May 2022. The purpose of the element is to provide guidance in developing and implementing City actions that ensure that identification, designation, and protection of architectural, historical, cultural, and archaeological City resources. PBA staff notes several overlaps between the HRC's and PBA's work program recommendations, listed below: HISTORIC PRESERVATION ELEMENT IMPLEMENTATION MEASURES ■Development standards update. Amend Specific Development No. 19 and Specific Development No. 40 zoning districts to streamline development processes, incorporate best practices, and make documents user friendly. — Goal HP-1.1; PBA12 022-202 7 ■Design Guidelines update. Comprehensively update Citywide Design Guidelines to reflect current best practices for sections related to Historic Structures and Downtown Santa Ana. — Goal HP-1.4; PBA 2022-2027 ■Historic resources survey. Survey all City -owned historic resources to identify condition, maintenance and repair needs, and sources of funding for upgrades. — Goal HP-1. 6; PRCSA/PWA 2022 ■Signage improvement. Seek funding and create incentives program for Downtown Santa Ana fagade and signage improvement program. -- Goal HP-1.8; CDA12023 ■Public awareness. Promote awareness of the city's historic resources and their importance in the development of Orange County. — Goal HP-2.4; PBA/ongoing -City branding. Include historic resources and cultural imagery in future City branding and marketing campaigns. — Goal HP-2.2; CM012025 ongoing ■ Historic properties. Update and expand citywide Historic Properties Survey Program to identify potential historic resources for placement on local Register and those that are at risk of losing their historic value, with the first phase to include resource evaluation of the Focus Areas. — Goal HP-3.2; PBA12022 and ongoing ■Historical places. Proactively nominate all properties that potentially qualify for placement on the Santa Ana Register of Historical Places. — Goal HP-3.3; PBA12024 wCommunity engagement. Prepare a community engagement plan that targets communities with historic resources that have low participation rates in historic preservation programs including hard to reach communities and affiliated tribes listed with the California Native American Heritage Commission. — Goal HP-3.4; PBA12023 ■Historic Resources Commission. Establish minimum qualifications for participation on the Historic Resources Commission — Goal HP-3.6; PBA12023 ■Equitable access. Establish a fee reduction or waiver program for low-income applicants to ensure equitable access and participation in the Mills Act Program. — Goal HP-3.8; PBA12023 City Council 6-5 12/6/2022 The above -mentioned program recommendations provided by the HRC and PBA staff are consistent with the City's established goals and policies as part of the Historic Preservation Element. The work program recommendations can be organized into three historic preservation goals listed in Historic Preservation Element and below: HP-1: Historic Areas and Reso Preserve and enhance Santa Ana's historic areas and resources to maintain a unique sense of place. Cultural and Historic Resources Promote the City's cultural and historic resources to advance Santa Ana's role in Southern California history. 3: Historic Preservation Develop, implement, and maintain a nationally recognized historic preservation program. In establishing measurable work program actions and timelines, PBA staff will look to the established goals, policies, and implementation measures in the Historic Preservation Element, as well as the HRC's goals and recommendations. Some of the work programs discussed are procedural and administrative in nature and can be addressed by the HRC and staff. However, other work program items/topics require direction and feedback from the City Council. RECOMMENDATION The HRC is requesting the City Council to consider and provide directions to staff to proceed with initiating the process to implement the Historic Preservation Work Program for 2022- 2023, and implement the above work program recommendations. City Council 6-6 12/6/2022 Information Technology www.santa-ana.org/IT Item # 7 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Blanket Order Contract for Adobe Software and Subscriptions AGENDA TITLE: Award a Blanket Order Contract to CDW-G for Adobe Software and Subscriptions, in an annual amount not to exceed $75,000 (Specification No. 22-149) (General and Non - General Fund) RECOMMENDED ACTION Award a contract for the purchase of Adobe Software and Subscriptions, for an eleven - month period expiring October 30, 2023, with provision for one optional one-year renewal exercisable by the City Manager, in an annual amount not to exceed $75,000, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION Adobe Acrobat has been the leading application software for creating and managing secure portable document format (PDF) and is highly used across all City of Santa Ana Agencies. PDF is a versatile file format that gives users an easy, reliable way to present and exchange documents including the ability to enhance editing and form creation. Among other features, Adobe Acrobat provides a quick and reliable method for staff to send, track, and receive electronic and digital signatures, creating digital efficiencies and enhancing business productivity. In addition, the City maintains subscriptions for other Adobe products for web and print graphics, such as Adobe Creative Cloud, In - Design, and Photoshop. Santa Ana City Ordinance No. NS- 2312 authorizes the City to purchase against contracts from any public agency utilizing a competitive bid process. Sourcewell, a State of Minnesota local government agency and service cooperative, awarded a national cooperative contract for equipment, products, or services to CDW-G. They are an authorized Adobe Acrobat software dealer. The existing Sourcewell contract was awarded as a result of an open, competitive bidding process conducted. The subsequently awarded Master Contract No. 081419-CDW is made available by Sourcewell to all nationwide governmental and public agencies. By leveraging the procurement power through cooperative purchasing, the City of Santa Ana is able to obtain nationally vetted, high quality products at competitive volume pricing, and is in accordance with the City's existing Purchasing Guidelines. City Council 7-1 12/6/2022 Blanket Order Contract for Adobe Software and Subscriptions December 6, 2022 Page 2 ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds for the duration of the contract period, an amount not to exceed $75,000 per fiscal year, will be included in various department Computer Software Subscriptions Expense account (no. 66511). EXHIBIT(S) 1. Master Contract No. 081419-CDW Submitted By: Jack Ciulla, Chief Technology Innovations Officer Approved By: Kristine Ridge, City Manager City Council 7-2 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW Sourcewell I a Solicitation Number: RFP#081419 CONTRACT This Contract is between Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 (Sourcewell) and CDW Government LLC, 230 N. Milwaukee Ave., Vernon Hills, IL 60061(Vendor). Sourcewell is a State of Minnesota local government agency and service cooperative created under the laws of the State of Minnesota (Minnesota Statutes Section 123A.21) that offers cooperative procurement solutions to its members. Participation is open to all levels of governmental entity, higher education, K-12 education, nonprofit, tribal government, and other public entities located in the United States and Canada. Vendor desires to contract with Sourcewell to provide equipment, products, or services to Sourcewell and its Members (Members). 1. TERM OF CONTRACT A. EFFECTIVE DATE. This Contract is effective December 1, 2019, or upon the date of last signature, whichever is later. B. EXPIRATION DATE AND EXTENSION. This Contract expires October 30, 2023, unless it is cancelled sooner pursuant to Article 24. This Contract may be extended up to one additional one-year period upon request of Sourcewell and with written agreement by Vendor. C. SURVIVAL OF TERMS. Articles 11 through 16 survive the expiration or cancellation of this Contract. 2. EQUIPMENT, PRODUCTS, OR SERVICES A. EQUIPMENT, PRODUCTS, OR SERVICES. Vendor will provide the Equipment, Products, or Services as stated in its Proposal submitted under the Solicitation Number listed above. Vendor's Equipment, Products, or Services Proposal (Proposal) is attached and incorporated into this Contract. All Equipment and Products provided under this Contract must be new/current model. Vendor may offer close-out or refurbished Equipment or Products if they are clearly indicated in � City 6uncil 7-3 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW Vendor's product and pricing list. Unless agreed to by the Member in advance, Equipment or Products must be delivered as operational to the Member's site. This Contract offers an indefinite quantity of sales, and while substantial volume is anticipated, sales and sales volume are not guaranteed. B. LAWS AND REGULATIONS. All Equipment, Products, or Services must comply fully with applicable federal laws and regulations, and with the laws of the state or province in which the Equipment, Products, or Services are sold. C. WARRANTY. 1. Product Warranty: Sourcewell and its Members understand that Vendor is not the manufacturer of the Products purchased by Sourcewell or its Members hereunder and that the only warranties offered are those of the manufacturer not Vendor or its Affiliates. In purchasing the Products Sourcewell and its Members rely on the manufacturer's specifications only and not on any statements or images that may be provided by Vendor or its Affiliates. VENDOR HEREBY EXPRESSLY DISCLAIM ALL WARRANTIES EITHER EXPRESS OR IMPLIED RELATED TO PRODUCTS INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF TITLE ACCURACY MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WARRANTY OF NON - INFRINGEMENT OR ANY WARRANTY RELATING TO THIRD PARTY SERVICES. THE DISCLAIMER CONTAINED IN THIS PARAGRAPH DOES NOT AFFECT THE TERMS OF ANY MANUFACTURER'S WARRANTY. 2. Services Warranty: Vendor warrants that the Services will be performed in a good and workmanlike manner. Members' sole and exclusive remedy with respect to this warranty will be at the sole option of Vendor to either (a) use its reasonable commercial efforts to reperform any Services not in substantial compliance with this warranty or (b) refund amounts paid by the Member related to the portion of the Services not in substantial compliance; provided in each case Member notifies Vendor in writing within thirty (30) business days after performance of the applicable Services. This warranty is voided if the Services are altered by anyone other than Vendor or any of its affiliates or its or their personnel. 3. Cloud Warranty: Sourcewell and its Members acknowledge that Vendor is not the provider of the Cloud Services purchased hereunder and the only warranties offered are those of the Cloud Service Provider not Vendor. In purchasing the Cloud Services Sourcewell and its Members rely only on the Cloud Service Provider's service descriptions and the terms and conditions set forth in the Cloud Services Terms and Conditions (defined below). Sourcewell and its Members further acknowledge and agree that Vendor makes no representations warranties or assurances that the Cloud Services are designed for or suitable for use in any high risk environment including but not limited to aircraft or automobile safety devices or navigation life support systems or medical devices nuclear facilities or weapon systems. Sourcewell and its Members further agree to review and comply with the Cloud Service Provider's disclaimers and restrictions if any regarding the use of the Cloud Services in high risk environments. VENDOR DOES NOT WARRANT THAT THE CLOUD SERVICES WILL BE TIMELY UNINTERRUPTED OR ERROR FREE OR THAT THE CLOUD SERVICES WILL MEET SOURCEWELL OR MEMBER'S REQUIREMENTS. THIS DISCLAIMER AND EXCLUSION SHALL APPLY EVEN IF THE EXPRESS � City 6uncil 7-4 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW WARRANTY AND LIMITED REMEDY SET FORTH HEREIN FAILS OF ITS ESSENTIAL PURPOSE. THE TERMS OF THIS PARAGRAPH DO NOT AFFECT THE TERMS OF ANY WARRANTIES FROM THE CLOUD SERVICES PROVIDER. SOURCEWELL AND ITS MEMBERS ACKNOWLEDGE THAT NO REPRESENTATIVE OF VENDOR IS AUTHORIZED TO MAKE ANY REPRESENTATION OR WARRANTY THAT IS NOT IN THIS AGREEMENT. D. DEALERS AND DISTRIBUTORS. Upon Contract execution, Vendor will make available to Sourcewell a means to validate or authenticate Vendor's authorized Distributors/Dealers relative to the Equipment, Products, and Services related to this Contract. This list may be updated from time -to -time and is incorporated into this Contract by reference. It is the Vendor's responsibility to ensure Sourcewell receives the most current version of this list. 3. PRICING All Equipment, Products, or Services under this Contract will be priced as stated in Vendor's Proposal. Regardless of the payment method chosen by the Member, the total cost associated with any purchase option of the Equipment, Products, or Services must always be disclosed in the pricing quote to the applicable Member at the time of purchase. When providing pricing quotes to Members, all pricing quoted must reflect a Member's total cost of acquisition. This means that the quoted cost is for delivered Equipment, Products, and Services that are operational for their intended purpose, and includes all costs to the Member's requested delivery location. A. SHIPPING AND SHIPPING COSTS. All delivered Equipment and Products must be properly packaged. Damaged Equipment and Products may be rejected. If the damage is not readily apparent at the time of delivery, Vendor must permit the Equipment and Products to be returned within a reasonable time at no cost to Sourcewell or its Members in accordance with Vendor's Return Policy, which is available from the Vendor upon request. Members reserve the right to inspect the Equipment and Products at a reasonable time after delivery where circumstances or conditions prevent effective inspection of the Equipment and Products at the time of delivery. Vendor must arrange for and pay for the return shipment on Equipment and Products that arrive in a defective or inoperable condition. Sourcewell may declare the Vendor in breach of this Contract if the Vendor intentionally delivers substandard or inferior Equipment or Products. In the event of the delivery of nonconforming Equipment and Products, the Member will notify the Vendor as soon as possible and the Vendor will replace nonconforming Equipment and Products with conforming Equipment and Products that are acceptable to the Member. City Mhucil 7-5 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW B. SALES TAX. Each Member is responsible for supplying the Vendor with valid tax -exemption certification(s). When ordering, Members must indicate if it is a tax-exempt entity. C. HOT LIST PRICING. At anytime during this Contract, Vendor may offer a specific selection of Equipment, Products, or Services at discounts greater than those listed in the Contract. When Vendor determines it will offer Hot List Pricing, it must be submitted electronically to Sourcewell in a line -item format. Equipment, Products, or Services may be added or removed from the Hot List at anytime through a Sourcewell Price and Product Change Form as defined in Article 4 below. Hot List program and pricing may also be used to discount and liquidate close-out and discontinued Equipment and Products as long as those close-out and discontinued items are clearly identified as such. Current ordering process and administrative fees apply. Hot List Pricing must be published and made available to all Members. 4. PRODUCT AND PRICING CHANGE REQUESTS Vendor may request Equipment, Product, or Service changes, additions, or deletions at any time. All requests must be made in writing by submitting a signed Sourcewell Price and Product Change Request Form to the assigned Sourcewell Contract Administrator. This form is available from the assigned Sourcewell Contract Administrator. At a minimum, the request must: • Identify the applicable Sourcewell contract number • Clearly specify the requested change • Provide sufficient detail to justify the requested change • Individually list all Equipment, Products, or Services affected by the requested change, along with the requested change (e.g., addition, deletion, price change) • Include a complete restatement of pricing documentation in Microsoft Excel with the effective date of the modified pricing, or product addition or deletion. The new pricing restatement must include all Equipment, Products, and Services offered, even for those items where pricing remains unchanged. A fully executed Sourcewell Price and Product Request Form will be become an amendment to this Contract and be incorporated by reference. S. MEMBERSHIP, CONTRACT ACCESS, AND MEMBER REQUIREMENTS A. MEMBERSHIP. Membership in Sourcewell is open to public and nonprofit entities across the United States and Canada; such as municipal, state/province, K-12 and higher education, tribal government, and other public entities. The benefits of this Contract should be available to all Members that can legally access the Equipment, Products, or Services under this Contract. A Member's authority to access this 4 � City 6uncil 7-6 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW Contract is determined through its cooperative purchasing, interlocal, or joint powers laws. Any entity accessing benefits of this Contract will be considered a Service Member of Sourcewell during such time of access. Vendor understands that a Member's use of this Contract is at the Member's sole convenience and Members reserve the right to obtain like Equipment, Products, or Services from any other source. Vendor is responsible for familiarizing its sales and service forces with Sourcewell membership requirements and documentation and will encourage potential members to join Sourcewell. Sourcewell reserves the right to add and remove Members to its roster during the term of this Contract. B. PUBLIC FACILITIES. Vendor's employees maybe required to perform work at government - owned facilities, including schools. Vendor's employees and agents must conduct themselves in a professional manner while on the premises, and in accordance with Member policies and procedures, and all applicable laws. 6. MEMBER ORDERING AND PURCHASE ORDERS A. PURCHASE ORDERS AND PAYMENT. To access the contracted Equipment, Products, or Services under this Contract, Member must clearly indicate to Vendor that it intends to access this Contract; however, order flow and procedure will be developed jointly between Sourcewell and Vendor. Typically a Member will issue a purchase order directly to Vendor. Members may use their own forms for purchase orders, but it should clearly note the applicable Sourcewell contract number. Members will be solely responsible for payment and Sourcewell will have no liability for any unpaid invoice of any Member. B. ADDITIONAL TERMS AND CONDITIONS. Additional terms and conditions to a purchase order may be negotiated between a Member and Vendor, such as job or industry -specific requirements, legal requirements (such as affirmative action or immigration status requirements), or specific local policy requirements. Any negotiated additional commercial terms and conditions must never be less favorable to the Member than what is contained in Vendor's Proposal. C. PERFORMANCE BOND. If requested by a Member, Vendor will provide a performance bond that meets the requirements set forth in the Member's purchase order. D. SPECIALIZED SERVICE REQUIREMENTS. In the event that the Member requires service or specialized performance requirements (such as e-commerce specifications, specialized delivery requirements, or other specifications and requirements) not addressed in this Contract, the Member and the Vendor may enter into a separate, standalone agreement, apart from this Contract. Sourcewell, including its agents and employees, will not be made a party to a claim for breach of such agreement. � City 6uncil 7-7 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW E. TERMINATION OF PURCHASE ORDERS. Members may terminate a purchase order, in whole or in part, immediately upon notice to Vendor in the event of any of the following events: 1. The Member fails to receive funding or appropriation from its governing body at levels sufficient to pay for the goods to be purchased; 2. Federal or state laws or regulations prohibit the purchase or change the Member's requirements; or 3. Vendor commits any material breach of this Contract or the additional terms agreed to between the Vendor and a Member. F. GOVERNING LAW AND VENUE. The governing law and venue for any action related to a Member's purchase order will be determined by the Member making the purchase. 7. CUSTOMER SERVICE A. PRIMARY ACCOUNT REPRESENTATIVE. Vendor will assign an Account Representative to Sourcewell for this Contract and must provide prompt notice to Sourcewell if that person is changed. The Account Representative will be responsible for: • Maintenance and management of this Contract; • Timely response to all Sourcewell and Member inquiries; and • Business reviews to Sourcewell and Members, if applicable. B. BUSINESS REVIEWS. Vendor must perform a minimum of one business review with Sourcewell per contract year. The business review will cover sales to members, pricing and contract terms, administrative fees, supply issues, customer issues, and any other necessary information. 8. REPORT ON CONTRACT SALES ACTIVITY AND ADMINISTRATIVE FEE PAYMENT A. CONTRACT SALES ACTIVITY REPORT. Each calendar quarter, Vendor must provide a contract sales activity report (Report) to the Sourcewell Contract Administrator assigned to this Contract. A Report must be provided regardless of the number or amount of sales during that quarter (i.e., if there are no sales, Vendor must submit a report indicating no sales were made). The Report must contain the following fields: • Customer Name (e.g., City of Staples Highway Department); • Customer Physical Street Address; • Customer City; • Customer State; • Customer Zip Code; 6 City ouncil 7 — 8 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW • Customer Contact Name; • Customer Contact Email Address; • Customer Contact Telephone Number; • Sourcewell Assigned Entity/Member Number; • Item Purchased Description; • Item Purchased Price; • Sourcewell Administrative Fee Applied; and • Date Purchase was invoiced/sale was recognized as revenue by Vendor. B. ADMINISTRATIVE FEE. In consideration for the support and services provided by Sourcewell, the Vendor will pay an administrative fee to Sourcewell on all Equipment, Products, and Services provided to Members. The Vendor will submit a check payable to Sourcewell for the percentage of administrative fee stated in the Proposal multiplied by the total sales of all Equipment, Products, and Services purchased by Members under this Contract during each calendar quarter. Payments should note the Sourcewell-assigned contract number in the memo and must be mailed to the address above "Attn: Accounts Receivable." Payments must be received no later than forty-five (45) calendar days after the end of each calendar quarter. Vendor agrees to cooperate with Sourcewell in auditing transactions under this Contract to ensure that the administrative fee is paid on all items purchased under this Contract. In the event the Vendor is delinquent in any undisputed administrative fees, Sourcewell reserves the right to cancel this Contract and reject any proposal submitted by the Vendor in any subsequent solicitation. In the event this Contract is cancelled by either party prior to the Contract's expiration date, the administrative fee payment will be due no more than thirty (30) days from the cancellation date. 9. AUTHORIZED REPRESENTATIVE Sourcewell's Authorized Representative is its Chief Procurement Officer. Vendor's Authorized Representative is the person named in the Vendor's Proposal. If Vendor's Authorized Representative changes at any time during this Contract, Vendor must promptly notify Sourcewell in writing. 10. ASSIGNMENT, AMENDMENTS, WAIVER, AND CONTRACT COMPLETE A. ASSIGNMENT. Neither the Vendor nor Sourcewell may assign or transfer any rights or obligations under this Contract without the prior consent of the parties and a fully executed assignment agreement. Such consent will not be unreasonably withheld. B. AMENDMENTS. Any amendment to this Contract must be in writing and will not be effective until it has been fully executed by the parties. 7 City tt 6uncil 7-9 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW C. WAIVER. If either party fails to enforce any provision of this Contract, that failure does not waive the provision or the right to enforce it. D. CONTRACT COMPLETE. This Contract contains all negotiations and agreements between Sourcewell and Vendor. No other understanding regarding this Contract, whether written or oral, may be used to bind either party. E. RELATIONSHIP OF THE PARTIES. The relationship of the parties is one of independent contractors, each free to exercise judgment and discretion with regard to the conduct of their respective businesses. This Contract does not create a partnership, joint venture, master - servant, principal -agent, or any other relationship. 11. LIABILITY Vendor must indemnify save and hold Sourcewell and its Members including their agents and employees harmless from any third party claims or causes of action including reasonable attorneys' fees arising out of the performance of this Contract by the Vendor or its agents or employees which results in injury or death to person(s) or tangible personal property alleged to have been caused by some defect in the Services under this Contract to the extent the Service has been used according to its specifications. Vendor shall pass through all indemnity protections provided by the Equipment and/or Product manufacturer to the extent intended for the end user of such Equipment and/or Products. UNDER NO CIRCUMSTANCES AND NOTWITHSTANDING THE FAILURE OF ESSENTIAL PURPOSE OF ANY REMEDY SET FORTH HEREIN WILL EITHER PARTY ITS AFFILIATES OR ITS OR THEIR SUPPLIERS SUBCONTRACTORS OR AGENTS BE LIABLE FOR ANY INCIDENTAL INDIRECT SPECIAL PUNITIVE OR CONSEQUENTIAL DAMAGES INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS BUSINESS REVENUES OR SAVINGS AND LOSS DAMAGE OR CORRUPTION OF DATA OR SOFTWARE EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITIES OF SUCH DAMAGES OR IF SUCH DAMAGES ARE OTHERWISE FORESEEABLE. 12. AUDITS No more than one (1) time per twelve (12) month period during the term of this Contract, upon thirty (30) days advance written notice, Sourcewell reserves the right to review the books, records, documents, and accounting procedures and practices of the Vendor relevant to this Contract to verify the amounts paid hereunder. Such rights shall extend for a minimum of six (6) years from the end of this Contract. This clause extends to Members as it relates to business conducted by that Member under this Contract. 8 City Mhucil 7 - 10 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW 13. GOVERNMENT DATA PRACTICES Vendor and Sourcewell must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided by or provided to Sourcewell under this Contract and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Vendor under this Contract. If the Vendor receives a request to release the data referred to in this article, the Vendor must immediately notify Sourcewell and Sourcewell will assist with how the Vendor should respond to the request. 14. INTELLECTUAL PROPERTY As applicable, Vendor agrees to pass through to Sourcewell or its Members any indemnity intended for the end user of the Products on account of the use of any Equipment or Products by Sourcewell or its Members supplied by Vendor in violation of applicable patent or copyright laws. Member's rights to Work Product (meaning materials and other deliverables to be provided or created individually or jointly in connection with the Services, including but not limited to all inventions, discoveries, methods, processes, formulae, ideas, concepts, techniques, know-how, data, designs, models, prototypes, works of authorship, computer programs, proprietary tools, methods of analysis, and other information whether or not capable of protection by patent, copyright, trade secret, confidentiality, or other proprietary rights, or discovered in the course of performance of this Contract, that are embodied in such work or materials) will be upon payment in full a non -transferable, non-exclusive, royalty -free license to use such Work Product solely for Member's internal use. Member obtains no ownership or other property rights thereto. Member agrees that Vendor may incorporate intellectual property created by third parties into the Work Product and that Member's right to use such Work Product may be subject to the rights of and limited by agreements with such third parties. As applicable, Vendor agrees to indemnify and hold harmless Sourcewell and its Members against any and all third party suits, claims, judgments, and costs, instituted or recovered against Sourcewell or Members by any person on account of the use of any Services or Work Product by Sourcewell or its Members supplied by Vendor in violation of applicable U.S. patent or copyright laws. 15. PUBLICITY, MARKETING, AND ENDORSEMENT A. PUBLICITY. Any publicity regarding the subject matter of this Contract must not be released without prior written approval from the Authorized Representatives. Publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices � City 6uncil 7 —11 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW prepared by or for the Vendor individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Contract. B. MARKETING. Any direct advertising, marketing, or offers with Members must be approved by Sourcewell. Materials should be sent to the Sourcewell Contract Administrator assigned to this Contract. C. ENDORSEMENT. The Vendor must not claim that Sourcewell endorses its Equipment, Products, or Services. 16. GOVERNING LAW, JURISDICTION, AND VENUE Minnesota law governs this Contract. Venue for all legal proceedings out of this Contract, or its breach, must be in the appropriate state court in Todd County or federal court in Fergus Falls, Minnesota. 17. FORCE MAJEURE Neither party to this Contract will be held responsible for delay or default caused by acts of God or other conditions that are beyond that party's reasonable control. A party defaulting under this provision must provide the other party prompt written notice of the default. 18. SEVERABILITY If any provision of this Contract is found to be illegal, unenforceable, or void then both Sourcewell and Vendor will be relieved of all obligations arising under such provisions. If the remainder of this Contract is capable of performance, it will not be affected by such declaration or finding and must be fully performed. 19. PERFORMANCE, DEFAULT, AND REMEDIES A. PERFORMANCE. During the term of this Contract, the parties will monitor performance and address unresolved contract issues as follows: 1. Notification. The parties must promptly notify each other of any known dispute and work in good faith to resolve such dispute within a reasonable period of time. If necessary, Sourcewell and the Vendor will jointly develop a short briefing document that describes the issue(s), relevant impact, and positions of both parties. 2. Escalation. If parties are unable to resolve the issue in a timely manner, as specified above, either Sourcewell or Vendor may escalate the resolution of the issue to a higher level of management. The Vendor will have thirty (30) calendar days to cure an outstanding issue. 3. Performance while Dispute is Pending. Notwithstanding the existence of a dispute, the Vendor must continue without delay to carry out all of its responsibilities 10 � City 6uncil 7 — 12 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW under the Contract that are not affected by the dispute. If the Vendor fails to continue without delay to perform its responsibilities under the Contract, in the accomplishment of all undisputed work, any additional costs incurred by Sourcewell and/or its Members as a result of such failure to proceed will be borne by the Vendor. B. DEFAULT AND REMEDIES. Either of the following constitutes cause to declare this Contract, or any Member order under this Contract, in default: 1. Nonperformance of contractual requirements, or 2. A material breach of any term or condition of this Contract. Written notice of default and a reasonable opportunity to cure must be issued by the party claiming default. Time allowed for cure will not diminish or eliminate any liability for liquidated or other damages. If the default remains after the opportunity for cure, the non -defaulting party may: • Exercise any remedy provided by law or equity, or • Terminate the Contract or any portion thereof, including any orders issued against the Contract. 20. INSURANCE A. REQUIREMENTS. At its own expense, Vendor must maintain insurance policy(ies) in effect at all times during the performance of this Contract with insurance company(ies) licensed or authorized to do business in the State of Minnesota having an "AM BEST" rating of A- or better, with coverage and limits of insurance not less than the following: 1. Workers' Compensation and Employer's Liability. Workers' Compensation: As required by any applicable law or regulation. Employer's Liability Insurance: must be provided in amounts not less than listed below: Minimum limits: $500,000 each accident for bodily injury by accident $500,000 policy limit for bodily injury by disease $500,000 each employee for bodily injury by disease 2. Commercial General Liability Insurance. Vendor will maintain insurance covering its operations, with coverage on an occurrence basis, and must be subject to terms no less broad than the Insurance Services Office ("ISO") Commercial General Liability Form CG0001 (2001 or newer edition). At a minimum, coverage must include liability arising from premises, operations, bodily injury and property damage, independent contractors, products -completed operations including construction defect, contractual liability, blanket contractual liability, and personal injury and advertising injury. All required limits, terms and conditions of coverage must be maintained during the term of this Contract. 11 � City 6uncil 7 — 13 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW Minimum Limits: $1,000,000 each occurrence Bodily Injury and Property Damage $1,000,000 Personal and Advertising Injury $2,000,000 aggregate for Products -Completed operations $2,000,000 general aggregate 3. Commercial Automobile Liability Insurance. During the term of this Contract, Vendor will maintain insurance covering all owned, hired, and non -owned automobiles in limits of liability not less than indicated below. The coverage must be subject to terms no less broad than ISO Business Auto Coverage Form CA 0001 (2010 edition or newer). Minimum Limits: $1,000,000 each accident, combined single limit 4. Umbrella Insurance. During the term of this Contract, Vendor will maintain umbrella coverage over Workers' Compensation, Commercial General Liability, and Commercial Automobile. Minimum Limits: $2,000,000 5. Professional/Technical, Errors and Omissions, and/or Miscellaneous Liability. During the term of this Contract, Vendor will maintain coverage for all claims the Vendor may become legally obligated to pay resulting from any actual or alleged negligent act, error, or omission related to Vendor's professional services required under this Contract. Minimum Limits: $2,000,000 per claim or event $2,000,000 —annual aggregate 6. Network Security and Privacy Liability Insurance. During the term of this Contract, Vendor will maintain coverage for network security and privacy liability. The coverage may be endorsed on another form of liability coverage or written on a standalone policy. The insurance must cover claims which may arise from failure of Vendor's security resulting in, but not limited to, computer attacks, unauthorized access, disclosure of not public data — including but not limited to, confidential or private information, transmission of a computer virus, or denial of service. Minimum limits: $2,000,000 per occurrence $2,000,000 annual aggregate Failure of Vendor to maintain the required insurance will constitute a material breach entitling Sourcewell to immediately terminate this Contract for default. 12 � City 6uncil 7 — 14 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW B. CERTIFICATES OF INSURANCE. Prior to commencing under this Contract, Vendor must furnish to Sourcewell a certificate of insurance, as evidence of the insurance required under this Contract. Prior to expiration of the policy(ies), renewal certificates will be emailed to the Sourcewell Contract Administrator assigned to this Contract. The certificates must be signed by a person authorized by the insurer(s) to bind coverage on their behalf. All policies must include there will be no cancellation, suspension, non -renewal, or reduction of coverage without prior written notice to the Vendor. Upon request, Vendor must provide to Sourcewell copies ofcertificates of insurance, within ten (10) days of a request. Failure to request certificates of insurance by Sourcewell, or failure of Vendor to provide certificates of insurance, in no way limits or relieves Vendor of its duties and responsibilities in this Contract. C. ADDITIONAL INSURED ENDORSEMENT AND PRIMARY AND NON-CONTRIBUTORY INSURANCE CLAUSE. Vendor agrees to include Sourcewell and its Members, including their officers, agents, and employees, as an additional insured under the Vendor's commercial general liability insurance policy with respect to liability arising out of activities, "operations," or "work" performed by or on behalf of Vendor, and products and completed operations of Vendor. The policy provision(s) or endorsements) must further provide that coverage is primary and not excess over or contributory with any other valid, applicable, and collectible insurance or self-insurance in force for the additional insureds. D. WAIVER OF SUBROGATION. Vendor waives and must require (by endorsement or otherwise) all its insurers to waive subrogation rights against Sourcewell and other additional insureds for losses paid under the insurance policies required by this Contract or other insurance applicable to the Vendor or its subcontractors. The waiver must apply to all deductibles and/or self -insured retentions applicable to the required or any other insurance maintained by the Vendor or its subcontractors. Where permitted by law, Vendor must require similar written express waivers of subrogation and insurance clauses from each of its subcontractors. E. UMBRELLA/EXCESS LIABILITY. The limits required by this Contract can be met by either providing a primary policy or in combination with umbrella/excess liability policy(ies). F. SELF -INSURED RETENTIONS. Any self -insured retention in excess of $10,000 is subject to Sourcewell's approval. 21. COMPLIANCE A. LAWS AND REGULATIONS. All Equipment, Products, or Services provided under this Contract must comply fully with applicable federal laws and regulations, and with the laws in the states and provinces in which the Equipment, Products, or Services are sold. 13 � City 6uncil 7 — 15 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW B. LICENSES. Vendor must maintain a valid status on all required federal, state, and local licenses, bonds, and permits required for the operation of the business that the Vendor conducts with Sourcewell and Members. 22. BANKRUPTCY, DEBARMENT, OR SUSPENSION CERTIFICATION Vendor certifies and warrants that it is not in bankruptcy or that it has previously disclosed in writing certain information to Sourcewell related to bankruptcy actions. If at any time during this Contract Vendor declares bankruptcy, Vendor must immediately notify Sourcewell in writing. Vendor certifies and warrants that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from programs operated by the State of Minnesota, the United States federal government, or any Member. Vendor certifies and warrants that neither it nor its principals have been convicted of a criminal offense related to the subject matter of this Contract. Vendor further warrants that it will provide immediate written notice to Sourcewell if this certification changes at any time. 23. PROVISIONS FOR NON -UNITED STATES FEDERAL ENTITY PROCUREMENTS UNDER UNITED STATES FEDERAL AWARDS OR OTHER AWARDS Members that use United States federal grant or FEMA funds to purchase goods or services from this Contract may be subject to additional requirements including the procurement standards of the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards, 2 C.F.R. § 200. Members may also require additional requirements based on specific funding specifications. Within this Article, all references to "federal" should be interpreted to mean the United States federal government. The following list only applies when a Member accesses Vendor's Equipment, Products, or Services with United States federal funds. A. EQUAL EMPLOYMENT OPPORTUNITY. Except as otherwise provided under 41 C.F.R. § 60, all contracts that meet the definition of "federally assisted construction contract" in 41 C.F.R. § 60- 1.3 must include the equal opportunity clause provided under 41 C.F.R. §60-1.4(b), in accordance with Executive Order 11246, "Equal Employment Opportunity" (30 FR 12319, 12935, 3 C.F.R. §, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," and implementing regulations at 41 C.F.R. § 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor." The equal opportunity clause is incorporated herein by reference. B. DAVIS-BACON ACT, AS AMENDED (40 U.S.C. § 3141-3148). When required by federal program legislation, all prime construction contracts in excess of $2,000 awarded by non- federal entities must include a provision for compliance with the Davis -Bacon Act (40 U.S.C. § 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 C.F.R. § 5, 14 � City 6uncil 7 — 16 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-federal entity must report all suspected or reported violations to the federal awarding agency. The contracts must also include a provision for compliance with the Copeland "Anti -Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 C.F.R. § 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-federal entity must report all suspected or reported violations to the federal awarding agency. Vendor must be in compliance with all applicable Davis -Bacon Act provisions. C. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (40 U.S.C. § 3701-3708). Where applicable, all contracts awarded by the non-federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. § 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. § 5). Under 40 U.S.C. § 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. This provision is hereby incorporated by reference into this Contract. Vendor certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Vendor must comply with applicable requirements as referenced above. D. RIGHTS TO INVENTIONS MADE UNDER A CONTRACTOR AGREEMENT. If the federal award meets the definition of "funding agreement" under 37 C.F.R. § 401.2(a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the requirements of 37 C.F.R. § 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. Vendor 15 � City 6uncil 7 — 17 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Vendor must comply with applicable requirements as referenced above. E. CLEAN AIR ACT (42 U.S.C. § 7401-7671Q.) AND THE FEDERAL WATER POLLUTION CONTROL ACT (33 U.S.C. § 1251-1387). Contracts and subgrants of amounts in excess of $150,000 require the non-federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. § 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251- 1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). Vendor certifies that during the term of this Contract will comply with applicable requirements as referenced above. F. DEBARMENT AND SUSPENSION (EXECUTIVE ORDERS 12549 AND 12689). A contract award (see 2 C.F.R. § 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 C.F.R. §180 that implement Executive Orders 12549 (3 C.F.R. § 1986 Comp., p. 189) and 12689 (3 C.F.R. § 1989 Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Vendor certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency. G. BYRD ANTI -LOBBYING AMENDMENT, AS AMENDED (31 U.S.C. § 1352). Vendors must file any required certifications. Vendors must not have used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Vendors must disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the non-federal award. Vendors must file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti -Lobbying Amendment (31 U.S.C. § 1352). H. RECORD RETENTION REQUIREMENTS. To the extent applicable, Vendor must comply with the record retention requirements detailed in 2 C.F.R. § 200.333. The Vendor further certifies that it will retain all records as required by 2 C.F.R. § 200.333 for a period of three (3) years after grantees or subgrantees submit final expenditure reports or quarterly or annual financial reports, as applicable, and all other pending matters are closed. I. ENERGY POLICY AND CONSERVATION ACT COMPLIANCE. To the extent applicable, Vendor must comply with the mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 16 � City 6uncil 7 — 18 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW J. BUY AMERICAN PROVISIONS COMPLIANCE. To the extent applicable, Vendor must comply with all applicable provisions of the Buy American Act. Purchases made in accordance with the Buy American Act must follow the applicable procurement rules calling for free and open competition. K. ACCESS TO RECORDS (2 C.F.R. § 200.336). Vendor agrees that duly authorized representatives of a federal agency must have access to any books, documents, papers and records of Vendor that are directly pertinent to Vendor's discharge of its obligations under this Contract for the purpose of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Vendor's personnel for the purpose of interview and discussion relating to such documents. L. PROCUREMENT OF RECOVERED MATERIALS (2 C.F.R. § 200.322). A non-federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. § 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. 24. CANCELLATION Sourcewell or Vendor may cancel this Contract at any time, with or without cause, upon sixty (60) days' written notice to the other party. However, Sourcewell may cancel this Contract immediately upon discovery of a material defect in any certification made in Vendor's Proposal. Termination of this Contract does not relieve either party of financial, product, or service obligations incurred or accrued prior to termination. 25. THIRD PARTY CLOUD SERVICES "Personal Data" means data which relate to a living individual who can be identified (a) from that data or (b) from that data and other information which is in the possession of or is likely to come into the possession of the controller and includes any expression of opinion about the individual and any indication of the intentions of the controller or any other person in respect of the individual. Cloud Services. It is acknowledged that Sourcewell and its Members are receiving the Cloud Services directly from the Cloud Service Provider pursuant to the Cloud Service Provider's standard terms and conditions, or such other terms as agreed upon by Sourcewell and its 17 � City 6uncil 7 — 19 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 081419-CDW Members and the Cloud Service Provider ("Cloud Services Terms and Conditions"). Accordingly, it shall consider the Cloud Service Provider to be the contracting party and the Cloud Service Provider shall be the party responsible for providing the Cloud Services to Sourcewell and its Members and shall look solely to the Cloud Service Provider for any loss claims or damages arising from or related to the provision of such Cloud Services. Sourcewell and its Members shall be solely responsible for daily back-up and other protection of its data and software against loss damage or corruption. Sourcewell and its Members shall be solely responsible for reconstructing data (including but not limited to data located on disk files and memories) and software that may be lost damaged or corrupted during the performance of Cloud Services. VENDOR AND ITS AND THEIR SUPPLIERS, SUBCONTRACTORS, AND AGENTS ARE HEREBY RELEASED AND SHALL CONTINUE TO BE RELEASED FROM ALL LIABILITY IN CONNECTION WITH THE LOSS, DAMAGE, OR CORRUPTION OF DATA AND SOFTWARE AND SOURCEWELL AND ITS MEMBERS ASSUME ALL RISK OF LOSS, DAMAGE, OR CORRUPTION OF DATA AND SOFTWARE IN ANY WAY RELATED TO OR RESULTING FROM THE CLOUD SERVICES. Sourcewell By[DocuSigned by: -v�W►y S(6a f,� COFD2A139DO6489... Jeremy Schwartz Title: Director of Operations & Procurement CPO Date: 11/9/2 19 1 5:53 AM CST Approved: fp DocuSigned by, 6 By: 7E42B8F817A64CC... Chad Coauette Title: Executive Director CEO Date: 11/8/2019 1 3: 3 PM CST CDW Government LLC DocuSigned by: E7BE3F6B21781400 o6� F. By:.. Robert F. Kirby Title: President Date: 11/21/2019 1 3:07 PM CST 18 � City 6uncil 7 — 20 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 RFP#081419 - Technology Catalog Solutions Vendor Details Company Name: CDW Government LLC 230 N. Milwaukee Ave Address: Vernon Hills, IL 60061 Contact: John Moss Email: johnmos@cdw.com Phone: 312-547-2453 HST#: 36-4230110 Submission Details Created On: Thursday June 27, 2019 08:11:44 Submitted On: Tuesday August 13, 2019 13:11:20 Submitted By: John Moss Email: johnmos@cdw.com Transaction #: 3bee9b55-c457-4fdb-b721-f488e24ba2bb Submitter's IP Address: 165.225.57.75 City Council 7 — 21 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Specifications Proposer Identity & Authorized Representatives Line Item Question Response* 1 Proposer Legal Name (and applicable CDW Government LLC d/b/a, if any): 2 Proposer Address: 230 N. Milwaukee Ave. Vernon Hills, IL 60061 3 Proposer website address: www.cdwg.com 4 Proposer's Authorized Representative Name: Robert F. Kirby Title: President, (name, title, address, email address & CDW Government LLC Address: 75 Tri- phone) (The representative must have State International Lincolnshire, IL authority to sign the "Proposer's 60069 Email Address: Assurance of Compliance" on behalf of bobkir@cdwg.com Phone: the Proposer): 847.968.9898 5 Proposer's primary contact for this Name: John Moss Title: Proposal proposal (name, title, address, email Specialist Address: 120 S. Riverside address & phone): Plaza Chicago, IL 60625 Email Address: johnmos@cdwg.com Phone: 312.547.2453 6 Proposer's other contacts for this Name: Mark Ellis Title: Manager, Program proposal, if any (name, title, address, Management Address: 74 Reading Ave, Hillsdale, MI email address & phone): 49242 Email Address: markeli@cdwg.com Phone: 732.982.0390 Company Information and Financial Strength Line Item Question Response City Council 7 — 22 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Provide a brief history of your company, including your company's core values, business philosophy, and industry longevity related to the requested equipment, products or services. An influential Walker survey once predicted that by 2020 customer experience will overtake price as the key differentiator for organizations. At CDW, we've always felt that to be true. From our earliest days as a classified ad for a 512K memory personal computer in the back of the newspaper in search of a customer (yes, we date all the way back to 1984, when classified ads in the newspaper were a thing) to the supplier today of integrated IT solutions for our 250,000 customers, the U.S. Census Bureau to Bemidji Area Schools. Everything we do revolves around meeting the needs of our customers. It's tied into our core values, our business philosophy, our industry longevity, our culture, everything. It's always been that way and it will always be that way. From our front-line sales to backbone support, what brings us together as a company of 9,400 coworkers is our focus on our customers and the CDW Experience they receive no matter their size or location. For any who aren't familiar with us, what's the CDW Experience? No, it's not a musical act featuring mop top haircuts and matching suits, though you might say it involves a kind of harmony. - It's first listening to our customers to find out what they need, what they want, and they wish could be, rather than merely overwhelming them with our technology catalog of 100,000 products. - It's removing barriers to efficient procurement so that our customers can select technology solutions online or by phone at a price they can afford. - It's being a true trusted advisor to our customers, making them aware not only of available technology but of technology roadmaps so they can make the most informed purchases, or non -purchases as the case may be, to maximize investment at every critical decision point in the IT lifecycle. - It's offering our customers stability and security through rigorous quality control standards, such as our five ISO certifications, in procuring and delivering their IT investments to ensure their investment arrives on time, is what they ordered, and works. - It's installing and managing our customers' solution with certified technical and solution experts, either using in-house professionals with more than 6,700 technical certifications or a Trusted Partner Network of more than 1,200 partners of various size, demographic and geography. - It's responding to our customers' requests for support and management after we've already made the sale, ensuring their purchases work for them and meet all applicable standards, verifiable through custom reporting. - It's meeting our customers' demands for diversity, equality, and environmental responsibility in the supply chain by partnering with small, local, and diverse businesses, contributing to overall diverse spend in 2018 exceeding $213. From our founding to now, we've been offering the latest technology and technology solutions, keeping pace with trends every step of the way so that our customers don't have to. In the 80s it was PCs, VCRs, painter pants, and Miami Vice, and today it's integrated IT solutions, cloud technology, eSports, and avocado toast. But none of this would be possible without our incredible coworkers. The way we make it great for our customers is by making it great for our coworkers. Meaning, the reason we can commit ourselves so thoroughly to our customers is because of the culture we've built at CDW that sustains us, and the relationships we form that constantly uplift us, motivating us to try harder in delivering the CDW Experience. We empower our coworkers to be everyday bold in their careers through many programs and initiatives. Here's a select group: Commitment to Diversity CDW understands the importance of recruiting and retaining a diverse internal workforce. It starts at the top. On January 1, 2019, Christine Leahy, formerly CDW's Chief Revenue Officer and with the company since 2002, succeeded Thomas Richards as CEO, making her one of the fewer than 10% of all female Fortune 500 CEOs. We enable all of our coworkers to make solid, dependable connections in the workplace, with our customers, our supplier partners, and in the communities we serve. We encourage coworkers to take an active role in their own personal and professional development through our many mentoring, technical, and professional development groups, including African Heritage Network, Hispanic Organization for Leadership and Achievement, Women's Opportunity Network, Alliance for Business Leading Equality, and Military & Allies Resource Council networks. Community Involvement As a Fortune 500 company with resources on a global scale, and a widespread presence at the local -level, we recognize our responsibility as citizens of our local communities and the world. CDW provides coworkers volunteer opportunities, including paid volunteer time off, and organizes many charitable events, including our annual Fun Drive each July. Last year CDW and our coworkers raised nearly $700,000 for Children's Miracle Network (CMN) Hospitals, helping children in our communities throughout the United States and Canada, and bringing our 30-year total to more than $8.3 million. Beyond our ongoing charitable work, when extraordinary catastrophes have occurred, CDW and our coworkers have been there to support the recovery. We have given our time and support to support those in need, including during the Indian Ocean Earthquake and Tsunami, Hurricane Katrina, the Haiti Earthquake, the Japan Earthquake and Tsunami, and Hurricane Sandy. Environmental Environmental Responsibility is a big part of our culture. Though CDW does not manufacture internal City Council lefficiencies and policies foT was23eduction, and complying with IS1?21/fq�D2 ards, all of DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Provide a detailed description of the products and services that you are offering in your proposal. Sourcewell's 50,000 members are made up of public sector agencies and not -for -profits with diverse needs and compliance requirements: classroom technology, public safety equipment, implementation services for secure infrastructure that stores public data, HIPAA, FERPA. CDW Government LLC (CDW•G) offers 100,000 products and has more than 1,000 services coworkers, with a deep bench of preferred partners available to meet Sourcewell members' (Members) diverse needs. As the market for IT continues to mature, our experience is that more and more customers are seeking integrated technology solutions. CDW•G delivers these solutions —with advice, support, ideas, technology and the experience of thousands of experts. So whether it's a quick pick off the shelf, or something a little more involved, our full solution capabilities range from discrete hardware and software products and services to complex technology implementations:: Hardware. Cables, collaboration and IP telephony, computers (including notebooks, tablets, thin clients), data storage, monitors and projectors, networking products, power, cooling and racks, printers, scanners, and print supplies. Software. Backup/archive/storage, business, database and business intelligence, desktop/web publishing, management, operating systems, security, and virtualization. Solutions. Business intelligence, cloud solutions, data center, digital signage, document management, managed print services, mobility, networking, point of sale, security, 3D printing, total software management, unified communications. Services: o IT Consulting Services: Our consultants have years of experience in IT direction, process improvement, governance and technology for cloud, IT operations and business continuity as well as mergers and acquisitions. o Security Services: We prioritize security in everything we do, but we also specialize in security assessments and overhauls to safeguard one of your most precious assets — your data. o Networking Services: Our professional services team will assess the impact on your network bandwidth and recommend upgrades as needed o Cloud Services: Our IT consulting team can assess your needs and help you select the right SaaS or IaaS apps and cloud solutions for your business. o Data Center Services: Our engineers help you cut costs by replacing high -maintenance hardware with converged infrastructure and virtualized network and storage resources, on- premises or in the cloud. o Digital Workspace Services: Our team will help you optimize your network for mobile workspaces and collaboration while prioritizing efficiency and security. With over 1,000 original equipment manufacturers (OEMs), Members have the choice of the usual heavyweights such as HPI, Lenovo, Cisco, Microsoft, Acer, Dell EMC, HPE. We also offer hundreds of other vendors making very cool products and providing very specific services that may be the precise technology for a Member in, say, public safety, such as Getac's rugged laptops, or Havis' mounting solutions. But at CDW•G we know just offering solutions, services, and products doesn't answer the mail. A critical factor for Members in their procurement goals is the delivery and implementation of the solutions, services, and products to ensure their needs are met. As our company has amassed this impressive portfolio of solutions, products, and services, our leadership foresaw the potential hazards of onboarding newer to market OEMs for our customers and built uncompromising oversight into our process as a result. Sourcewell members benefit from the following steps CDW•G built into our procurement process to ensure risk management on the solutions, products, and services we deliver: - Requesting our OEM partners put in place supply chain risk management plans to control components sourcing and ensure that no gray market or counterfeit materials are incorporated into their products. - Vetting to ensure that only OEMs that produce genuine, quality equipment are added to CDW•G's manufacturer portfolio. Acquiring equipment only from manufacturer -authorized sources. Selling only equipment that we are authorized to sell. Maintaining redundancy in our manufacturer portfolio, such that if one manufacturer is having trouble with counterfeit parts being introduced to its supply chain, the customer has the option of purchasing an alternative manufacturer from CDWG. - Purchasing additional stock, when commercially reasonable, to provide customers access to replacement products should a recall be issued for products they have purchased. - Conducting quarterly business reviews with our major OEM partners where any counterfeit/gray market issues are addressed. City Council 7 — 24 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 10 What are your company's expectations in the Whether it's the internal expectations we set for ourselves, or external expectations financial event of an award? analysts place on us every three months when it comes time to publicly report our financials, CDWG has a history of exceeding expectations. We are successful in exceeding expectations in part due to discipline and a forward -thinking approach. We think carefully about what the future will look like and use internal metrics to make sure we are tracking our forecasts (Please see Question 65 for sample metrics). This process makes us confident going on the record with our projections, knowing we will be held to these standards and expected to deliver. A highlight of the Sourcewell and CDWG relationship over the years has been the alignment of expectations and the roadmap to meeting and often exceeding those. Before we dive in to our expectations upon award of this contract, we'd like to revisit our financial expectations set forth in the last Technology Solutions proposal and how we performed against those: Expected peak growth for 2018 as described in CDWG 2014 Sourcewell/NJPA Technology Solutions proposal: $350,000,000 Actual growth for 2018: $550,000,000 For the next five years of this contract, we project the fc revenue targets under a sole source award: 2020: $594,930,000 2021: $624,680,000 2022: $655,910,000 2023: $688,710,000 2024: $723,140,000 Here are five big ideas on how CDWG and Sourcewell will get there together: 1) We expect Canadian performance on this contract will be a key differentiator. We have more than 400 coworkers in Canada to support Sourcewell members across the country. Our recent acquisition of Scalar Decisions Inc., a leading IT solutions provider in Canada, enhances the value that we can deliver to customers. Scalar's expertise is in professional and managed services, infrastructure, and security. 2) We expect to further diverse partnerships to continue ongoing focus on all communities Sourcewell serves. We do this in a number of ways. Externally, such as in 2018 when we were invited to join the New York City Mayor's Corporate Alliance Program, which provides diverse businesses direct access to select partner corporations. And internally, with diverse supplier trainings for our sales force that enable better understanding of customers' diversity goals and initiatives, and CDW•G's diverse spend solutions. 3) We expect collaboration on marketing to drive increased contract usage and growth. We will generate a spotlight media piece detailing the exclusivity of the CDWG & Sourcewell agreement that can be shared through various channels, participate in cobranding marketing opportunities, continue sales enablement and training activities, and generate awareness of the agreement through key events and collateral primarily distributed electronically but also with printed releases. 4) We expect to continue our effective partnerships with the Sourcewell organization and other valued Sourcewell vendors. As one of the longest -tenured Sourcewell vendors and one of the largest in terms of sales volume, CDWG brings tremendous resources to the relationship. We have actively participated in support of Sourcewell leadership and its annual vendor conference for fifteen years. Mark Ellis, from CDW•G's Program Management team, has been an active participant on Sourcewell's Vendor Advisory Board, collaborating on past initiatives, such as collecting data from the vendor community on ideas for improved collaboration with Sourcewell, and in Sourcewell's recent transition from NJPA, connecting Sourcewell to CDWG marketing leaders and executives to review and solicit feedback. 5) We expect regular strategy meetings with Sourcewell to achieve the following goals: a. Align Sourcewell goals with CDWG business development and sales leadership to create targeted lists of customers based on membership status, which we're already serving but with less activity than expected, and which we're not serving but should be. For example, CDWG and Sourcewell's joint success in leveraging our strong public safety offerings to establish a relationship with the National Sherriff's Association is a blueprint for the future. b. Contribute research on key legislation that impacts cooperative purchasing. For example, we know recently Utah and Illinois passed legislation that should benefit cooperative purchasing initiatives in those states. Demonstrate your financial strength and stability Sourcewell can be confident of CDW•G's financial stability. We are a subsidiary of CDW, LLC, with meaningful data. This could include such which is a subsidiary of CDW Corporation, a publicly -owned Fortune 500 company. As a items as financial statements, SEC filings, credit government agency, Sourcewell is familiar with the trust established through transparency. Four and bond ratings, letters of credit, and detailed times a year our CEO, Christine Leahy, and CFO make public the results of our recent reference letters. Upload supporting documents financial performance and the overall health of our company. We are very proud of our (as applicable) in the document upload section of financial record. Selected current financial data: your response. Current CDW corporate credit ratings are all stable: o Moody's: Ba2 o Standard and Poor's: BB+ o Moody's Outlook: Positive o S&P Outlook: Stable o Our cash plus revolver availability (open agreements to borrow) is at $1.2B as of June 30, 2019, demonstrating strong financial credit. Over the past decade our net sales have almost doubled U.S. IT spending as measured by Compound Annual Growth Rate ("CAGR") CDW has been steadily increasing revenue for each year since we went public in 2013, reaching our highest -ever net sales at $16.2B We have also uploaded CDW's past three health. City Council Our complete financial po4oka, ailable at 12/6/2022 https://investor.cdw.com/ DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 11 What is your US market share for the solutions We estimate that our total Net sales of approximately $17 billion (on a trailing twelve-month that you are proposing? basis) represents approximately 5% of our addressable market, which is estimated at —$325 billion. 12 What is your Canadian market share, if any? We do not break out Canada separately; we have reported $1.9813 sales in Canada and U.K. in 2018. 13 Has your business ever petitioned for bankruptcy As of the date of submission, CDWG has never filed a petition for bankruptcy protection. protection? If so, explain in detail. 14 How is your organization best described: is it a ms a) CDWG can best be described as a reseller. As part of our Additional Documents zip file your written authorization to act as a distributor/dea upload, we have included written authorization to act as a reseller for the wholesale distributor your sales and service force and with your dealer Tech Data in both the U.S. and Canada. We feel partnering with a reseller like CDWG over a manufacturer for your contract provides greater benefits to Sourcewell members. Sourcewell is looking for a vendor that can support a catalog that offers both depth and breadth to members. Manufacturers often default to promoting their own products, rather than the solution that best meets the Member's need. In fact, this can be true for a number of competing resellers as well. Some resellers can generate a substantial portion of their sales from one manufacturer partner, in some cases as much as 50%. This can also be a risky business model. CDWG is uniquely unbiased. Proof is in our sales; our 2018 company revenue mix did not include a single OEM making up more than 10% of our total. One of the benefits of our vetted portfolio of 1,000 leading brands is that it insulates us, and our customers, from the events of any one company. OEMs and resellers relying heavily on one manufacturer partner can mean a cloudy future for contract success when a business -altering event takes place. Please visit our easy -to -search website for a list of the OEMs CDWG is authorized to resell: www.cdwg.com/brands And please visit CDW Canada's website for a list of 1,000 authorized OEMs: www.cdw.ca/brands Another advantage of our reseller status is we have a captive sales audience, which means we can educate our internal sales force on contracts such as Sourcewell, how to sell on Sourcewell, and how to align sales messaging with the contract's needs. This process leads to contract adoption by CDWG account managers and that has led to contract adoption by their customers. Together, we have increased new Member usage over the past five years by more than 20%. For our U.S. operations, in 2018 we purchased approximately 50% of the products we sold as discrete products or as components of a solution directly from our vendor partners and the remaining 50% from wholesale distributors. Additionally, we are authorized and do buy direct when economically advantageous. As one of the largest direct market resellers, CDWG has established great working relationships with the major manufacturers in the technology industry. Our buying power attracts the industry's top manufacturers -and their best prices and rebates. Most manufacturers send us daily Electronic Data Interchange (EDI) downloads with pricing and product availability information. Also, we receive timely notification regarding product changes and Iifecycles. In a recent calendar quarter documented by one of our comprehensive Sourcewell sales reports submitted under the current contract, products and services sourced from 663 manufacturers were purchased by the Membership via the contract. These represent the entire range of the technology market from wires, cables and connected classroom furniture to advanced networking/data center solutions. Effective purchasing and inventory management are key elements of our business strategy that result in safe and secure IT hardware and software for our customers. Our management information systems, purchasing systems, radio frequency -based cycle counting system, and use of vendor stock balancing allow us to minimize our investment in inventory and to reduce inventory discrepancies and the risk of obsolescence. We conduct quarterly business reviews with our top suppliers and distribution partners to communicate any outstanding issues. We have developed supplier scorecards for our suppliers to drive service expectations and accountability, which directly relates to the customer buying experience. These scorecards have greatly improved service levels and are driving process improvement initiatives throughout the supply chain with many partners. CDWG has a replenishment program with specific criteria for each manufacturer that takes lead-time into consideration when placing orders as well as monitors return rates to look for quality issues. CDWG purchases products in volume when practical and stores the oversupply in our overstock locations. In this way, we can pass along volume discount savings to our customers, and the products are available for immediate shipment. We also offer staging options in which we can warehouse specific items, release them on a rollout schedule, and guarantee stocking position. b) Although CDWG is best described as a reseller, we are also recognized as a service provider. CDW•G's sales force, including both inside and field -based personnel in customer - facing sales roles, are employed directly by our company. We do not use dealers, partners, or subcontractors in this role. Our business model offers Sourcewell members the advantage of leading manufacturers paired with strategic, integrated, comprehensive services. We know that accelerating changes in technology mean that customers require more than just a product to satisfy many of their IT needs. Most customers expect a security component built in to their purchase, which often means implementation, monitoring, and more. CDWG has transformed from primarily a technology products reseller to include services as part of our integrated technology solutions catalog to keep pace with our customers' needs. We have built a City Council Please visit our website 7-Ld8o on how CDWG services delivt202.2 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 www.cdw.com/services One example of how Sourcewell members benefit from our innovative services is in K-12. CDWG provides broad and diverse services such as large volume Chromebook rollouts with White Glove Services, networking implementation under the a -Rate program, onsite deployment of whiteboards/video solutions, physical security upgrades, and Blueprint to Design TM, a value-added design service that includes classrooms, media centers, cafetoriums, and STEM/STEAM labs. We can deliver all of the services requested in this RFP by means of our internal coworkers, which includes engineers with precise technical expertise, as well as through a network of trusted service providers with whom we have long-term, ongoing relationships. Many of the services we offer are scoped on a custom basis to meet the customer's specific needs. The ability to use our own coworkers as well as our network of service providers gives us flexibility and deep resources to meet changing workload demands. To make sure we are meeting our customers' needs, we have built a deep services practice that goes above and beyond OEM requirements. For example, Cisco's minimum requirement to be a Gold -Certified Partner is to have 4 Cisco Certified Internetwork Experts (CCIEs) on staff. While other vendors may be able to meet Cisco's minimum threshold to gain the designation, CDWG takes it further to ensure we are meeting our customers' requirements by staffing our services team with 63 CCIEs. 15 If applicable, provide a detailed explanation We recognize that Sourcewell members are made up of government, education, tribal nations, outlining the licenses and certifications that are and non-profit members. In our years of experience working with Members we've found they both required to be held, and actually held, by themselves don't require many licenses or certifications from IT vendor partners. Separate from your organization (including third parties and this, there are unique state business licenses and tax certificates found at the state, county, subcontractors that you use) in pursuit of the and local level. CDWG holds the applicable licenses and certifications to do business in every business contemplated by this RFP. state on this contract. When it happens a local agency we haven't worked with before requires a license or certification we may not hold, our account managers work with our Finance or Program Sales team (depending on the requirement) to apply for the license. If the requirement is one we do not qualify for, like a small business certification, we work with our vendor partners to meet the customer's need. We also follow all applicable laws, such as prevailing wage legislation. For the licenses and certifications that are held by CDWG, these reflect a commitment to stability and security through rigorous quality control standards. Our business succeeds in part due to an understanding with our partners that we can safely procure and implement their IT investments, and protect their critical information. Select quality control and technical certifications held by CDWG are as follows: International Organization for Standardization (ISO). ISO certified since 2001, CDWG has a mature, well-defined Quality Management Systems (QMS) that includes continued compliance to the following ISO Standards: - ISO 9001 — Quality Management System: Sales, configuration and support of computer and related technology within both of CDW•G's Configuration Centers. - ISO 28000 — Supply Chain Security Management System: The planning, delivery and oversight of secure supply chain management and supporting activities in the US. - ISO 27001 — Information Security Management System: Provision of product sales to CDWG customers, including all backbone functions and support of computer and related technology. - ISO/IEC 20243 — Information Technology: Complies with the requirements in the Open Trusted Technology Provider Standard (O-TTPS). - ISO 14001 — Environmental Management System: The environmental activities related to product/service management, inventory control, shipping, returns management, and receiving for computers and related technologies, excluding the office, cafeterias and the lessee area. HIPAA - Health Insurance Portability and Accountability Act: CDWG complies with all applicable HIPAA regulations, including those related to auditing. SSAE16 Service Organization Controls (SOC) 1 Type 2 — CDWG Managed Services has had clean, annual PCI and SAS70 Type II (and now Statement on Standards for Attestation Engagements No. 16 (SSAE16)) audits since 2004. PCI Level 1 Compliance — CDW•G Managed Services is audited annually for Level 1 Payment Card Industry (PCI) compliance which attests to the fact that our Managed Services operations and services meet requirements to comply with the standards of the PCI Security Standards Council. Additionally, CDW•G's certifications and knowledge -depth extend to the individual level. Our coworkers hold many technical certifications to support the diverse technology solutions in our catalog. Please find these in Question 69. 16 Provide all "Suspension or Disbarment" As of the date of this submittal, and for the prior ten years, CDWG certifies that to the best information that has applied to your organization of its knowledge and belief, CDWG has not been listed by any federal or state authority as during the past ten years. debarred or suspended, where such debarment or suspension would have a material and adverse ability on our ability to perform hereunder. City Council 7 — 27 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 17 Within this RFP category there may be subcategories of solutions. List subcategory titles that best describe your products and services. Industry Recognition & Marketplace Success Line Item Question Accessories Power, Cooling & Racks Desktop Computers Data Storage/Drives Enterprise Storage Point of Sale/Data Capture Servers & Server Management Notebook/Mobile Devices NetComm Products Carts and Furniture Printing & Document Scanning Services (Partner Delivered) Software Collaboration Hardware Video & Audio Cables Warranties -Product Protection Video Hardware Interactive Whiteboards Interactive Flat Panel Display Chromebooks Google Chrome Management SaaS Response* City Council 7 — 28 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 18 Describe any relevant industry awards or Sourcewell is committed to building valued relationship and delivering innovative solutions with recognition that your company has received in integrity, exceeding the expectations of its members. Offering its members the opportunity to the past five years purchase the best IT at a competitive discount is an important part of Sourcewell's commitment, but so is the character and quality of the vendor that Sourcewell provides as a business partner. Over our decades of doing business, our company has been recognized as creating the sort of environment that empowers its coworkers to be successful. We make it great for our customers by making it great for our coworkers. Here we highlight five recent workplace awards and recognitions that speak to our company and culture. One of the Best Places to Work in IT 2019 Computerworld This year, which marks the 19th time our company has won the Computerworld for Women in 2019 Fairygodboss Fairygodboss named us one of the Best Companies for Women in 2019 for our commitment to gender diversity and both recruiting and retaining female talent. Fairygodboss is the largest career community for women. Best for Vets Employer 2019 Military Times Military Times named our company one of its Best for Vets Employers in 2019, placing us among the top employers for veterans based on culture, recruiting, policies, and resources related to veterans, service members, and military families. Perfect Score in Corporate Equality Index 2019 Human Rights Campaign We were recognized with a perfect score of 100 percent on the Human Rights Campaign's 2019 Corporate Equality Index (CEI) and the distinction as a Best Place to Work for LGBTQ Equality. Top 100 Solution Providers Computer Dealer News (CDN) Every year CDN compiles a list of the Top 100 IT Solution Providers in Canada based on company revenue. CDW Canada ranked No. 2 in 2019 (based on 2018 revenue). Above are select awards from 2019. Over the past few years we have received many awards and recognition, and those include the following list: 100 Best Places to Work in Chicago Best Places to Work in Connecticut Top Companies to Work for in Arizona Tampa Bay Business Journal Best Places to Work Dallas Business Journal Best Places to Work Forbes' America's Best Employers Military Friendly Employer Award Business Equality Network LGBTQ Business Equality Excellence Award - Workforce 100 and Human Capital Media Research recognized CDW as one of the 2018 Workforce 100 - Canada's Channel Daily News named CDW Canada the No. 2 Solution Provider of the Year, and Scalar, a CDW Company, the Top Storage Provider of the Year. Workplace honors are only part of what makes our company special. We also commit to excellence in the eyes of our OEM partners in order to further our partnerships in delivering best -value solutions to our customers. A sample of our partner recognition over recent years is as follows: Aruba Top Channel Partner Award Citrix U.S. Public Sector Partner of the Year Cisco Collaboration Partner of the Year Dell President's Circle Award HP Partner of the Year HPE North America Network Service Provider (NSP) Partner of the Year Award HPI largest partner in Direct Reseller Channel IBM North America Top Strategic Business Partner Leadership Award Intel North America Public Sector Partner of the Year Lenovo's largest Global Direct Response Channel Partner Microsoft Partner of the Year Nutanix Global Partner of the Year Sophos National Partner of the Year VMware Partner Innovation Award 19 What percentage of your sales are to the 2018: 34% governmental sector in the past three 2017: 28% years 2016: 34% 20 What percentage of your sales are to the 2018: 38% education sector in the past three years 2017: 36% 2016: 36% 21 List any state or cooperative purchasing CDW•G holds numerous state or cooperative purchasing contracts, including AEPA, TIPS, contracts that you hold. What is the annual PEPPM, E&I. Unlike Sourcewell, however, most of our cooperatives that we work with are not sales volume for each of these contracts over public agencies, a decided disadvantage to transparency. While we cannot provide the sales the past City Council I www•cdwg.com/contracts. 7 — 29 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 22 List any GSA contracts that you hold. What is CDW•G holds the GSA Schedule Contract: 47QTCA18D004K, open to all federal and civilian the annual sales volume for each of these agencies, state and local agencies, and public schools. contracts over the past three years? Annual sales volume for the past three full years:2018: $142,600,688 2017: $133,866,901 2016: $142,939,903 References/Testimonials Line Item 23. Entity Name * Contact Name * Phone Number* Elk Grove Unified School District Todd Barber 916.686.7710 ext.68051 City of Chattanooga Matthew McDarmont 423.643.6339 University of Colorado Duane Tucker 303.764.3453 Queen's University, Kingston, Ontario Andy Green 613.533.6000 ext. 32175 City of Swift Current, Saskatchewan Dwayne Levoie 306.778.2708 Top Five Government or Education Customers Line Item 24. Provide a list ofyourtop five government, education, or non-profit customers (entity name is optional), including entity type, the state or province the entity is located in, scope of the project(s), size of transaction(s), and dollar volumes from the past three years. Entity Name Entity Type * State / Scope of Work * Size of Transactions * Dollar Volume Past Three Province * Years * Georgia Education Georgia - GA 1. Software 2. Netcom 19,107 orders ranging in $23,575,763 Institute of Products 3. Notebooks/Mobile size from large to small Technology Devices invoiced at various dates throughout contract year Florida Education Florida - FL 1. NetComm Products 2. 5,701 orders ranging in size $18,026,658 International Desktop Computers 3. Software from large to small invoiced University at various dates throughout contract year University of Education Washington - WA 1. Software 2. Services (partner 2,936 orders ranging in size $17,731,256 Washington delivered) 3. NetComm Product from large to small invoiced at various dates throughout contract year Clarksville- Montg Education Tennessee - TN 1. Notebook/Mobile Devices 2. 331 orders ranging in size $17,569,029 County Schools NetComm Products 3. Video and from large to small invoiced Audio at various dates throughout contract year Valverde Education California - CA 1. Notebooks/Mobile Devices 2. 1,992 orders ranging in size $13,029,947 Unified School Desktop Computers 3. from large to small invoiced District Software at various dates throughout contract year Ability to Sell and Deliver Service Nationwide Describe your company's capability to meet the needs of Sourcewell Members across the US, and Canada if applicable.Your response should address in detail at least the following areas: locations of your network of sales and service providers, the number of workers (full-time equivalents) involved in each sector, whether these workers are your direct employees (or employees of a third party), and any overlap between the sales and service functions. Line Item Question Response City Council 7 — 30 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 25 Sales force. As Sourcewell's member base continues to grow in the U.S. and Canada, its ideal partner on this contract will be able to keep up as a valued provider to your diverse membership. But beyond blanketing Members with sheer numbers, Sourcewell's ideal partner should also be aligned with the nuances of your members' industry sectors and procurement environments; able to offer specialized support to help Members meet their goals; and to fulfill this contract's full potential. As part of the CDW Experience, we organize our sales force differently from other companies in order to best serve our customers. First, we form account teams knowledgeable about the unique public sector customers they support. These account teams serve customers exclusively within their sector, which closely match up with Sourcewell's member base: K-12 Education, Higher Education, State and Local Government, Federal Government, and Healthcare. The advantage to CDW•G's model is that our account managers become experts within their sector.. able to respond to the very specific needs of each. For example, our account managers in education are knowledgeable in FERPA and other privacy laws, our account managers in State and Local Government track applicable laws to the states they serve, Healthcare teams understand HIPAA. Within each sector, CDW•G's sales force is then divided into eleven geographic regions across the United States. To support this model, we have office locations all across the country. This combines our vast resources as a Fortune 500 company with a personalized presence right in the neighborhood. As a result, the CDWG sales force is aware of and prepared to support the local landscape in a way that is unmatched by personnel at both small local companies and national companies. Our full listing of 25 U.S. sales offices is as follows, including a new location in the Nashville area, a 5,000-square-foot-office enabling us to better support Sourcewell members in Tennessee and the South: Chandler, AZ; Glendale, CA; Shelton, CT; Tampa, FL; Chicago, IL; Lincolnshire, IL; Vernon Hills, IL; Evansville, IN; Indianapolis, IN; Detroit, MI; Grand Rapids, MI; Minneapolis, MN; Las Vegas, NV; Cherry Hill, NJ; Eatontown, NJ; Cincinnati, OH; Cleveland, OH; Nashville, TN; Dallas, TX; Reston, VA; Bellevue, WA; Appleton, WI; Madison, WI; Milwaukee, WI; Wausau, WI. Sourcewell members receive expertise, experience, and strength in numbers with CDW-G. They will have access to the following specialized sales account managers in each sector: Higher Education: —200 K-12 Education: —350 Healthcare: —250 Federal Government: —200 State and Local Government: —225 Each Sourcewell member will receive an account team that maintains overall responsibility for making certain we deliver the unique CDW Experience. One part of the team is made up of the account manager, who listens to develop in-depth knowledge of Member values, technical environment, and financial objectives, to then offer ways in which CDWG can cut costs, increase productivity, and simplify procurement. Supporting the account manager, Members also have a field account executive, who will arrange to visit Member sites for business reviews, solution and services consultation, white board sessions and other meetings, on a regular basis or as needed. And, of course, Sourcewell receives your own dedicated account manager, who ensures Sourcewell pricing is applied to Members' quotation or order, and affirms that the sale and subsequent fulfillment and invoicing is conducted in accordance with the requirements of the Sourcewell contract. In addition to our U.S. presence, we will support Sourcewell's members in Canada through our mature presence there. Since establishing Canadian headquarters in 2003, CDW Canada has grown significantly, adding coworkers across the country to better serve customers in their regions. Public Sector sales teams are organized by vertical: education, government, healthcare. With a recent strategic acquisition of Scalar Decisions, CDW Canada has coworkers located in most of the major cities across Canada including Ottawa, Calgary, Edmonton, Montreal, and Vancouver. CDW Canada's head office is in Toronto, ON, employing more than 400 coworkers and supporting customers and partners across the country. The number of specialized sales support Sourcewell members in Canada will have access to in each sector: Education: —20 Government: —20 Healthcare: —15 All of CDWG and CDW Canada's salesforce are direct employees. Where our sales and services overlap, Sourcewell members will benefit from yet another unique advantage of CDW•G's business model. We provide access to incomparable value- added resources and technical expertise while simplifying the process through a single, dedicated point of contact. Sourcewell members' CDWG account managers function as the quarterback here to engage our value-added resources, which include sector -specific support specialists, such as our Public Safety team (law enforcement, fire rescue, emergency medical services, and emergency management organizations) and Education Strategists and Learning Environment Advisors. Also, highly trained presales specialists who are experts in particular areas of technology, and for specific partner solutions, including more than 100 systems engineers who assist with evaluating products based on unique operational requirements and budgetary constraints. 26 I Dealer network or other distribution methods. l CDWG doesn't use dealers. We resell directly. City Council 7 — 31 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 27 Service force. As Sourcewell's member base continues to grow in the U.S. and Canada, its ideal partner on th s contract will offer thorough, localized service coverage to meet the high standards of responsivenes3 that members have to come to expect on the current contract. Supporting CDWG's sales force in pr vding value to Sourcewell members is an extensive service force, made up of in-house service profes io als and a Trusted Partner Network that span coast to coast. Technology procurement goals have e I ed since Sourcewell and CDWG both came into existence decades ago, moving from box pushing io complex solutions made up of different specializations. To make sure we are close -by, responsiv ,and able to understand our customers' evolving needs, CDWG has built a local services presence a r ss 32 cities in the U.S.. Our full listing of U.S. services locations is as follows: Phoenix, AZ; Los Angel , CA; San Diego, CA; San Francisco, CA; Denver, CO; Miami, FL; Tampa, FL; Atlanta, GA; Chicago, I[.; Evansville, IN; Indianapolis, IN; Boston, MA; Detroit, MI; Grand Rapids, MI; Minneapolis, MN; St. LOLiS, MO; Raleigh, NC; Las Vegas, NV; New York City, NY; Cincinnati, OH; Cleveland, OH; Philadelphia, PA; Pittsburgh, PA; Nashville, TN; Dallas, TX; Houston, TX; Seattle, WA; Washington D.C.; Appleton, WI Madison, WI; Milwaukee, WI; Wausau; WI Here's a further services coverage breakdown, by sery s area and resource type. - Professional Services Engineers and Project Managers (CDW•G coworkers) across 25 cities in the U.S. Partner Services network resources across 32 cities in the U.S. Professional Services -National Team Engineers and Project Managers (CDW•G coworkers) across the U.S. Configuration Center Technicians (CDWG coworkers) in Chicago and Las Vegas. Managed Services -Network Operations Center Engineers and Project Managers in Madison, WI, Minneapolis, MN and Chicago, IL. - Aggregation Services third -party hosting centers across the U.S. CDWG delivers service by ans of our Partner Network with whom we have collaborative, ongoing relationships. Our Engineers We have over 1,000 services professionals. Instead of breaking our services professionals into sector, with the exception of the federal sector, which has its own unique clearance requirements, our services professionals are deployed into all segments. We are always thinking about what provides the best value for our customers and the optimal solution outcome, and in services we believe expertise exists within a particular technology, not sector. For instance, when implementing a Unified Communications solution or monitoring an IBM mainframe, it matters more that the engineer knows those technologies, not whether it's for a school or a county office. And our engineers know those technologies, and a whole lot more. Our commitment to this ideal has led to nearly 6,700 coworker technical certifications. For a more detailed listing of technical certifications, please see Question 69. Trusted Partner Network CDWG has strong alliances with approximately 1,200 services providers, which includes minority, women -owned, and other small, disadvantaged businesses, who provide consultants and engineers to complement CDW services projects. When we feel that a partner can provide the best -value on a given project, we select one based upon their ability to meet the needs of the customer, using such criteria as price, responsiveness, quality, geographic reach, available skill -set, length of project and overall customer satisfaction. We choose our service providers carefully, enabling us to focus on developing strong relationships with only the most competent providers. A majority of our partners are organizations Sourcewell members will recognize: Cisco, Microsoft, IBM, Google, Fujitsu, Oracle, Adobe, MP Integrated Solutions, Atomic Data, Twin City Hardware, and many more. By partnering with these companies, CDWG brings our customers best -value solutions. In addition to our U.S. presence, we will support Sourcewell members across Canada. We have services coworkers in the following major cities: Calgary, AB; Edmonton, AB; Vancouver, BC; Winnipeg, MB; Toronto, ON; Ottawa, ON; and Montreal, QC. These are supported by partner network resources nationwide. A further services coverage breakdown, by services area and resource type. - Configuration Center Technicians leveraging our distribution partnerships in the following major Canadian metropolitan cities: Greater Vancouver, Calgary, Greater Toronto and Guelph, Montreal and Halifax. - Aggregation Services and partner hosting center in Toronto City Council 7-32 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 28 Describe in detail the process and procedure CDW•G's goal is to minimize lapses in performance fulfillment, and there are many controls in of your customer service program, if place to ensure customer satisfaction is continually met. For example, we are proud of our applicable. Include your response -time historical percentage of Dead -On -Arrival units being less than .6%, against an exceptionally capabilities and commitments, as well as any high output —the number of units shipped daily in recent years is at nearly 150,000. Still, we incentives that help your providers meet your continually strive to improve the customer experience as part of the CDW Experience. stated service goals or promises. If due to unforeseen circumstances there is a lapse, we have a support plan in place to listen, evaluate, correct, and understand. To simplify the customer service process, we recommend Sourcewell members bring any issues or inquiries to the attention of their account manager. Members' CDWG account managers should be the center of their customer service and support experience. Barring unforeseen circumstances, account managers respond between 30 minutes and four business hours. They will work to resolve the incident, taking the necessary steps to ensure a best outcome. Or if the account manager is unavailable that day, a backup is assigned. Members' full account support team is available through their online account. It shows the live status of their representatives' availability. Please see Question 52 for more information related to online account capabilities. CDWG account managers' first step is always to listen. Then they evaluate and determine the best next steps. If the account manager cannot correct the issue, they will escalate it to their sales manager. If the sales manager cannot correct the issue, they will escalate it to the director. Escalation continues until we provide a suitable solution to the performance issue. A word of note: beware of proposed incident escalation paths that go no further than issue resolution. Because Sourcewell members will likely get very familiar with these escalation paths. Vendors that correct the problem but acknowledge it no further than incident escalation/resolution will be able to offer only temporary fixes. They won't understand the causes of where they failed to meet member expectations. A follow-up step in our incident escalation process involves taking the incident resolution process one step further. Our sales teams work hand -in -hand with our Program Management team to ensure that for issues requiring significant escalation, we determine proactive measures to prevent the problem from recurring. We want to understand why it happened to make sure it doesn't happen again. This is one of the reasons we are consistently lauded for outstanding customer service. As a back-up support option, Sourcewell members can always choose to contact a customer relations representative. CDWG has representatives available to resolve post -sales inquiries from 7:00 a.m. until 9:00 p.m. CT, Monday through Friday, or via email at customerrelationsreturns@cdw.com, with a reply back within 24 hours. As part of our focus on listening in providing customers the CDW Experience, we regularly measure customer satisfaction to find out how we can even better meet our customer needs. Because we know that what worked for our customers in 2010 may not be the best method in 2020. That's why since 2000 our Customer Feedback Program has run via our Market Research Team. The program measures customer satisfaction, thoughts about CDWG, and problem areas. The primary methodology is a semi-annual survey which gathers information on customer -facing departments including shipping, customer relations, and the customer's sales team. Customers assess key touch points and high-level company characteristics. Customers are selected on a random basis to participate in the surveys. If a customer provides a response that is ranked poor or fair, then a specialist from our Quality Assurance team contacts the customer to determine the reason for their unsatisfactory response and offers additional action to rectify the problem. Notices including customer contact information and feedback are sent to CDWG sales managers so they can follow up. However, the majority of end users supply favorable survey comments. As a testament to our dedication to customer service, CDW is a past winner of the Forrester Groundswell Award for B2B Listening. Below are the results from CDW's semi-annual Customer Relationship Survey in June 2019. Overall Performance Account Manager — 91% Customer Service Staff — 90% Delivery Process — 91% But of all the statistics we track, measure, and apply to our company, we feel the statistic that best measures our customer service is our industry longevity and that customers keep returning to us for their IT needs. For example, of the almost 14,000 Sourcewell members from all market segments who purchased via Sourcewell in 2017, nearly 70% purchased from CDWG again in 2018. 29 Identify any geographic areas of the United None. Sourcewell members in all geographic areas will be fully served by CDWG on this States that you will NOT be fully serving contract. through the proposed contract. 30 Identify any Sourcewell Member sectors (i.e., None. All Sourcewell member sectors will be fully served by CDWG on this contract. government, education, not -for -profit) that you will NOT be fully serving through the proposed contract. Explain in detail. For example, does your company have only a regional presence, or do other cooperative purchasing contracts limit your ability to promote another contract? 31 Define any specific contract requirements or None. We are shipping to Members in Hawaii, Alaska, and in the US Territories. In 2018, restrictions that would apply to our Members in we processed 1,139 orders for Members in these states and territories. Hawaii and Alaska and in US Territories. Marketing Pla tity Council 7 — 33 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Question Response* Line Item 32 Describe your marketing strategy for promoting this contract opportunity. Upload representative samples of your marketing materials (if applicable) in the document upload section of your response. Industry awareness is critical in establishing a successful cooperative contract and growing its use. In a competitive cooperative landscape, with the very same vendors aspiring to be named to Sourcewell that are already holders of multiple other cooperatives, Sourcewell's ideal partner needs to fully understand the uniqueness of Sourcewell and how to showcase it, using thoughtful resources and creativity. CDWG and our marketing team are very familiar with the Sourcewell brand. We participated in Sourcewell's successful rebranding effort from NJPA, connecting Sourcewell to CDWG marketing leaders and executives to review and solicit feedback. Our marketing team is also recognized industry -wide for its campaigns. We were recently named a finalist for Content Marketing Project of the Year by the Content Marketing Institute, the largest and longest -running international content marketing awards program in the world. Added to these distinctions, Sourcewell's CDWG Program Management team, who know Sourcewell inside and out through the current contract on a day-to- day basis, collaborate with CDW•G's marketing department to create awareness campaigns to disseminate key contract information to potential end users. Taking into account our experience and familiarity from more than 15 years of successfully working together, CDWG has a forward -looking, 10-step strategy that maximizes our wide -reach to create awareness of Sourcewell in the U.S. and Canada, driving further adoption and spurring increased growth on the next contract. 1. Member Transition. To begin, upon award CDWG will transition Members using the current contract to the new contract. After contract launch, we can add any Member who requests being added to this contract by linking them to the contract within 5 business days of request. CDWG's marketing plan begins with continuing to market this agreement to all eligible Sourcewell members. 2. Agreement Transition Plan. Possibly the most important step is a well-oiled transition plan from CDW•G's current agreement to the newly awarded agreement. We've already created a sample contract landing page that is ready to go live on Day 1. Please access it at www.cdwg.com/Sourcewell. We'll keep this site up to date with all the latest contract information. Products and pricing are available right now. We will also collaborate with Sourcewell marketing to create an email awareness campaign to explain how CDWG and Sourcewell will make the transition seamless for the Sourcewell membership. For all piggyback agreements that are currently set up between CDWG and Sourcewell, David White, Sourcewell's program manager, will work with the local sales team to build a transition plan for each agreement to ensure continuous use of the Sourcewell and CDWG agreements. 3. Customer Facing Collateral. In an effort to drive awareness of the Sourcewell agreement through CDWG, collateral will be distributed electronically, on the Sourcewell landing page, and printed for Sourcewell customers. Collateral will communicate the benefits of purchasing through the agreement from CDWG as well as showcase products, services, and solutions offered to customers. As a part of this proposal, CDWG has created customer -facing collateral that is ready for immediate distribution upon award. Our strategy is twofold. First, to ensure business continuity for our current Sourcewell customers, making sure they are promptly aware of the new contract so that we transition smoothly into the next agreement. Second, we want to increase awareness and adoption for current nonmembers in order to promote net new growth for Sourcewell. These sample documents can be viewed as part of our document uploads in this section, as well as at www.cdwg.com/Sourcewell. 4. Sales Enablement/Training. A Sourcewell member's first point of contact with CDWG is typically their dedicated account manager. Correspondingly, it is critical that our account managers understand the scope and benefits of the Sourcewell agreement. In conjunction with the technical trainings offered to our CDWG account teams, our Program Management team will also train our sales teams regarding the Sourcewell agreement with CDW-G. Training won't be a one-time thing— David White and the CDWG Program Management team continuously train and provide information to educate the sales force on updates or changes to our program with Sourcewell. Having multiple touch points throughout the year helps provide additional ways for the team to gain information that directly relates to launching the program, maintaining compliance, and promoting growth of the Sourcewell agreement. The range of the CDWG training program allows our account teams to support Sourcewell members through the entire sales cycle from project inception, purchase, solution deployment, and post -sale support. Moreover, our account teams then propagate the value of the Sourcewell agreement to non- members helping to drive increased adoption and contract growth. 5. Monthly Email. CDWG produces and distributes a Sourcewell specific email monthly to approximately 11,000 CDWG Sourcewell customers. Emails have been designed to highlight monthly rotating solutions topics for the Sourcewell members such as Hyper -Converged Infrastructure (HCI), Mobility and Networking, along with direct links to the CDWG/Sourcewell landing page. Please see a sample email we recently sent out included in our marketing materials document uploads. 6. Corporate Communications. Upon award, CDWG will generate a spotlight media piece at the CDW Newsroom site detailing the exclusivity of the CDWG Sourcewell Agreement. These can be shared with select media publications. We also encourage both corporate and individual coworker social media channels to share releases at CDW Newsroom. Finally, it will be a part of a daily, internal newsletter that reaches CDWG coworkers. 7. Sourcewell Branding Logo. A CDWG and Sourcewell branding logo will be created to include on the email auto signatures of sellers with applicable customers. The logo will direct customers to the Sourcewell landing page. 8. Ability to Collaborate on Co -Marketing Efforts. CDWG is able and willing to participate in cobranding marketing opportunities for all future proposals from Sourcewell. We are actively working to expand the Sourcewell footprint into strategic industries, opening up new channels of membership to Sourcewell. A sample document upload in this section includes the successful LE Supply Pro/National Sherriff's Association and CDWG promotional effort. 9. Social Media. CDW's marketing team has many advanced tactics to reach Sourcewell customers in the US and Canada. Please see Question 33 for information on how our social media presence can generate and City Council10. Executive Sponsorship. P7rt ofS4WG's commitment to our custo72� Znstantly DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 seeking out opportunities to strengthen our national partner relationships. We view executive alignment as a key part of a successful contract strategy. Our Program Management team conducts quarterly business reviews with CDWG executive leadership and a significant portion of this agenda is devoted to Sourcewell, including usage statistics and growth trends. The Sourcewell contract continues to be of great interest at CDW•G's executive level because of our successful growth strategies. 33 Describe your use of technology and To advance Sourcewell's message in the crowded public cooperative landscape, Sourcewell's ideal digital data (e.g., social media, metadata partner will need to go beyond the slicks, glossy one -pagers, and email blasts of a traditional usage) to enhance marketing marketing campaign to reach future Members who don't today, and won't ever respond to information effectiveness. presented that way. In 2019, many go to social media for their news and information. It's been reported the U.S. and Canada have a combined 50 million Twitter users. So ask yourself what sort of technology solutions company is not making use of one of the largest technology platforms to reach customers and future customers in these countries? We've been on Twitter since 2012 and as of this submission have more than 46,000 followers. Using technology to promote and sell technology —seems smart. At least it does to our company. In fact, CDWG leverages an employee advocacy tool that spans social media. It's called Social Squad, and it allows employees across the company to access curated social media content to share to their personal social media networks, including Linkedln, Twitter, and Facebook. The platform has 2,248 registered members and gains more every day. In July, our employees shared 9,400 times and generated 26,700 clicks and 14,514,910 impressions. The platform also has an app available for iOS and Android. Social Squad members share content on a number of topics, including CDW news, products and deals, emerging technologies, product launches, featured partners, and more. In order for this contract to be used to the fullest extent, it needs to be embraced by both the IT teams and the procurement departments of eligible users. Other than first-hand experience, we think the best way to making a last impression on our customers' IT teams is storytelling. For this reason, we suggest a series of customer success stories, either written or potentially delivered as webinars. We envision a CIO or CTO to highlight how they worked with CDWG and used the Sourcewell contract to solve a problem. The target audience for these webinars will be other CIOs and the engineers who work for them. We would ask Sourcewell to help develop this concept and eventually co -promote the message with the membership. 34 In your view, what is Sourcewell's role in Sourcewell- awarded contract into your s Having grown from a small, local purchasing cooperative to its status today as a national leader in public contracts, Sourcewell understands effective messaging. Sourcewell's ideal partner on this contract will make sure Sourcewell is an active partner in spreading the word of this new contract's benefits and features. We expect that following the RFP process and a continued partnership with CDWG, Sourcewell will announce the new contract award to its 50,000 members. We expect Sourcewell and CDWG will collaborate on contract launch and marketing material for the Sourcewell membership. And additionally collaborate and build an announcement program to the Sourcewell team. We expect Sourcewell and CDWG will build strategic partnerships under the agreement with an effort focusing on target customers who require a contract for purchasing. We expect Sourcewell will continue to attend influencing trade shows for the procurement community and include CDWG in Sourcewell's awareness campaign at those shows. We expect Sourcewell will be a trusted advisor and partner in designing a contract training program for CDWG internal and field sellers with a contract training program. Which transitions into contract integration. For our part, tenured CDWG account managers are actively marketing the current Sourcewell contract to customers and are very familiar with its benefits, including special product categories, a unique administrative fee structure, and flexibility, such as CDW•G's augmentation of the prior contract to include Dell EMC products and AWS. Transitioning to the new contract with CDWG will be seamless and avoid the predictable sales dip of other scenarios. Sourcewell does not have to worry about member confusion or orders held up during training and setup time. Business will continue to flourish, and training time will be used as a refresher, providing contract updates and focusing on strategies to increase adoption. Each year, as CDWG continues to grow, we do hire a significant number of new account managers. To inform and enhance our sales force's understanding of the Sourcewell contract and its nuances, within the first 30 days post award we will conduct a 'refresh' training with all account managers and Sourcewell staff should be present to impart your passion for cooperative purchasing as well as answer questions. City Council 7 — 35 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 35 Are your products or services available thn Sourcewell members already procuring technology through e-procurement, and for those who might e- procurement system and how governme like to, benefit from a mature e-procurement practice, with a deep understanding of integrations and resources dedicated to driving customer adoption. In our experience, customers can save anywhere from $30-65 per transaction by using a reliable, secure e-Procurement system that automates their process from procurement to payment. As a company, CDW has completed more than 9,000 e-Procurement integrations. Our in-house staff of over 200 IT personnel are dedicated solely to our web, internal, and e-commerce IT systems. Sourcewell members who would like to explore an integration, benefit from our best practices and lessons learned from nearly 20 years of integration experience. We've pretty much seen it all. We'll advise on what works and what doesn't. For example, we find that the best user experience is a mix of both eProcurement and EDI (Electronic Data Interchange) for invoicing and asset management. Or that government and education customers often realize significant benefits due to decentralized procurement structures. One of our largest education customers has 6,000 authorized buyers across 350 unique departments. CDW•G's e-procurement solution has helped them simplify procurement by using one system and leveraging the Sourcewell agreement. However, experience has also taught us that each customer requirement is different. Therefore we offer a wide range of systems to support member needs, including cXML, OCI, as well as EDI. Through CDW•G integrations, members are able to leverage their preferred e-procurement system or to visit our website that is custom designed for compliance and strict adherence to the Sourcewell contract. We've created a sample landing page that can be accessed here: www.cdwg.com/Sourcewell Our mature e-procurement practice also means members won't have long to wait to begin using their system. By integrating quicker than our competitors, CDW•G simplifies procurement for Sourcewell members, allowing them to buy IT the way they need based on their specific requirements. We can set up member credentials within 24 hours, with most integrations taking fewer than 45 days depending on the needs of the customer. If invoicing is needed, that can mean additional time depending on complexity and testing with the customer. Beyond saving Sourcewell members time, CDW•G saves Sourcewell members money both through the aforementioned transaction savings and by charging no fees to set up their e-procurement punchout, EDI setup, creation of the portal, or a Purchase Authorization System setup. The only fees come frorr Members' own e-procurement software solution, as applicable. Outside of providing integrations at no charge, CDW•G also has resources in e-commerce and business development to train end users on how to leverage CDW•G's punch -out catalog or customized e-commerce portal for ordering. Training may be offered on -site, virtually via WebEx, or through recorded sessions that can be accessed on demand. Training generally consists of a walk- through of the customer's customized portal, an overview of the most commonly leveraged tools, and Q&A. The training is optional and offered at no additional charge to the customer. We understand some Sourcewell members won't choose to procure this way, or maybe it's not currently available to them. That's okay, too. CDW•G offers our own Purchase Authorization System. PAS is a way to help customers control rogue orders and promote centralized billing with approval processes through our website. It is yet another way CDWG maintains rigorous quality control standards on our procurement process. As part of our integrated solution capabilities, we work with both p-cards as well as invoicing and leasing through our site, to fit the different needs of Sourcewell members. Value -Added Attributes Line Item Question Response City Council 7 — 36 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 36 Describe any product, equipment, Training and knowledge share empower customers in an increasingly complex and diverse technology maintenance, or operator training environment. On prem, off prem, hybrid, as -a -service, mobility, virtual reality... there is much to grasp programs that you offer to Sourcewell and understand. We're in awe of the autodidacts in Sourcewell's member base, but we also suspect Members. Include details, such as many Members don't have the time to learn the nuances of every product they purchase, or would whether training is standard or like to purchase, in CDW•G's catalog. For a contract of this size —most vendors competing for this optional, who provides training, and Sourcewell contract offer technology catalogs featuring upward of 100,000 products—Sourcewell's ideal any costs that apply. partner must have the resources in place to help Members fully understand their options in order to maximize investments. CDW•G supports Sourcewell members in a number of different ways. Members should work with their CDW•G account manager to take advantage of all our programs. Sourcewell members have access to CDWG's deep value-added technology enablement resources. We have a team of more than 100 systems engineers in manufacturer -funded positions who provide pre- purchase support for their particular manufacturer's solutions. We also offer general technology learning services. For instance, CDW•G's Cloud Planning Services, hosted by our cloud team, combines workshops, diagnostic services, and consulting engagements to help Sourcewell members determine which applications and workloads are ideal for the cloud. We offer similar services related to nearly everything we sell in our Tech Solutions Library. From choosing a keyboard to modernizing a classroom, our experts provide thoughtful recommendations. Please visit our Tech Solutions Library for more than 400 entries: https://www.cdw.com/content/cdw/en/articles/tech-solutions-library. htm I For Sourcewell's many K-12 members, CDW•G offers specialized support. Our team of educational strategists assist in aligning teaching and learning with individualized technology roadmaps. Past topics have included effectively using technology in the classroom, designing digital curriculum, and furthering digital literacy and citizenship for staff and students. Please see our response to Question 41 for full details on this value-added resource. Another way CDW•G supports Sourcewell members is to enhance user experience through our close OEM relationships. For example, in partnership with the Cisco we recently hosted a Cisco Threat Hunting Workshop for customers in Nebraska. The workshop uncovered best practices for threat hunting, demonstrated how to incorporate threat hunting into daily workflow, anc enabled participants to execute four real -world lab scenarios. And we offer device -specific support. CDW•G's Microsoft Surface Hub Deployment and Adoption Services helps customers get the most out of their investment by delivering enablement activities that cover the Surface Hub journey from unboxing and setup, all the way through targeted adoption and teamwork training for end users. These training features are often included as part of a deployment package, but do vary on a case -by -case basis. We also leverage our OEM partnerships, including Lenovo and HPI, for self -maintainer programs. Many notebook and desktop manufacturers offer options for customers' IT teams to become self -maintainers. This typically includes a short test and a fee to gain the certification. These programs allow IT staff to perform equipment repairs in-house, saving time and money. Finally, we serve Members' technology training and development needs using CDW•G partners such as Directions Training. Together we have been offering excellent information technology and professional development training for nearly ten years. Our comprehensive training has been provided to many large commercial and government organizations, to include the City of Chicago, Ingredion Corporation, AutoNation, Kimberly-Clark, and multiple branches within the US Department of Defense. Trainings include custom fit solutions for all major technology categories, in addition to technical training programs for Microsoft, Cisco, Citrix, CompTIA, VMWare and many others. Our professional development sessions help private and government employees enhance their skills in communication, public speaking and presentations, project management, and more. This training also includes flexible options, state-of-the-art delivery, dynamic leadership, and an infallible dedication to students. Students can attend live, instructor -led training at multiple learning centers located across the country, virtually from the comfort of their home or office, or we are able to provide certified staff to conduct onsite training at a local facility. Additionally, Members have the ability to work with their dedicated CDW•G account manager to create a custom course at the time of your choosing or select from an array of times and dates for virtual training that are offered on a regular basis to many of our customers nationwide. 37 Describe any technological advances that your proposed products or services offer. As a leader in technology solutions, we witness the "The Law of Accelerating Returns' in real-time. And while we're always looking for a partner to nerd out with on the latest tech (how about Tello, this terrific drone made by DJI that helps teach STEAM in schools to the next generation of programmers; check it out here: https://www.cdw.com/product/dji-tello-edu-720p-hd-programmable-drone/5557972), we also know there's so much else for Sourcewell and its members to do in serving the public interest. That is why Sourcewell's ideal partner will need to have its ear to the ground to be aware of all technological advances and cool new products that are out there, and also the practical understanding of how they benefit Sourcewell members. Here are a few select technology advances in CDW•G's catalog and how they benefit Sourcewell members: VR VR (Virtual Reality) at CDW•G has evolved quickly to keep pace with this rapidly changing market in order to provide the most current and up to date technology available today. VR is being used as a training application for Sourcewell members charged with educating and keeping us safe and healthy. In education, VR is used to engage children by taking them on an exploration or showing content in 3d with animations. Law enforcement uses VR in training to increase empathy in officers. Military applications are providing safer ways to train troops in a variety of situations. And this immersive technology is rapidly finding new use cases in medicine for evaluating tumors in 3d and even performing surgeries remotely. CDW Blueprint to Design TM We offer a value-added modern learning environment design service to help make sure educators' City Council (classrooms, media centers, cafetoriu7s,--a&7STEM/STEAM labs, and comes f$2/6f2@Lq� in classroom and spatial design. Since it began in September 2017, CDW Blueprint to Design TM service has had more nearly 800 K-12 and Higher Education institutions sign up for the value-added service DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 while delivering approximately 450 completed design packages for our customers. Drones Sourcewell members in law enforcement, education, and federal government can benefit from CDW•G's drone solutions, along with high tech imaging solutions such as thermal, recognition and infrared. We recently saved a large railroad customer time and money by replacing their manual approach of photographing miles and miles of railroad track by horseback (really, still horseback!) with a drone technology solution. Cloud In the classroom, the right cloud solution can improve innovation. Out of the classroom, the right cloud solution can deliver cost savings, enhanced performance, and, if deployed effectively, increased security. A recent survey showed 59% of IT professionals say they would make more use of cloud, bu the complexity is holding them back. CDW•G's cloud experts help customers understand and efficiently procure this elusive technology by answering such questions as: What are we buying? Where is our data going? How is it helping us? CDWG currently partners with more than 150 cloud providers to deliver SaaS, IaaS, and PaaS solutions. And if those acronyms seem a little odd or unfamiliar, we've got that covered, too. Our expert cloud team, nearly a decade old, includes solution specialists to explain how cloud works, and assess the benefits and risks of each solution for Sourcewell members' particular needs and environments. Additionally, to make sure we are keeping up on "The Law of Accelerating Returns," CDWG has resources in place dedicated specifically to monitoring IT trends, technical roadmaps, and emerging technologies. We combine this knowledge with the feedback customers provide to stay ahead of the curve on emerging technologies. Our OEM partners recognize us as a trusted partner when it comes to innovation. VMware recently awarded us with a Partner Innovation Award for the Empower Digital Workspace global award. We ensure we offer state of the art technologies, and that we also vet the benefits and the risks of new solutions, and their operability in the Member's environment. CDWG has several forums and encourages customers to share knowledge and best practices regarding the solutions we provide. The CDW Customer Advisory Board is a private, online community where we research IT topics and find out about technology usage to aide in marketing material development. These community members do engage with one another on relevant topics that they face in their environments. Sourcewell members have the opportunity to join this community if they desire. Highlights of the Customer Advisory Board include: 1,250 customers in a variety of industries Members are primarily: IT Managers, IT Directors, IT Executives/C-Level Weekly Topics include: IT Spending budgets, Tech conferences, Customer service, Social Media, c Green The following are various other forums in which customers review CDWG solutions an Linkedln: https://www.linkedin.com/company/cdw Facebook: https://www.facebook.com/CDWCorporation/ Spiceworks: http://community.spiceworks.com/pages/CDW Twitter: https://twitter.com/CDWCorp YouTube: https://www.youtube.com/user/CDWPeopleWhoGetIT https://www.youtube.com/user/CDWTechvision - Reviews on CDW.com: http://www.cdw.com/content/about/edwreviews.aspx?cm_sp=Footer-_- HowWeDolt-_-Customer+Reviews As a testament to our efforts, we are also regularly asked to participate in OEM advisory board and product beta -testing initiatives. We have been participants in such programs for Microsoft, Adobe, Symantec, IBM, Trend Micro, McAfee, CommVault, Quest, VMware, Cisco, Juniper, Sonicwall, and Riverbed. These organizations have relied on the input and feedback of our staff to ensure their products are market -ready, prior to their public release. For example, CDWG participates in the majority of Microsoft Rapid Deployment Programs (RDPs) and Technology Adoption Programs (TAPs). This early exposure to Microsoft solutions enables us to bring solutions to our customers in a timely fashion and ensures successful implementations. And CDWG was one of two partners worldwide who participated in the Early Field Trial (EFT) of Cisco's t1C 8.0 rollout. We were developing on the software nine months prior to public release. When 8.0 was released to the public, all CDWG engineers were already trained to deploy the solution and were familiar with known differences from prior versions. Added to our OEM expertise and advanced solutions, CDW Technology Support is our branded offering backed by the OEM collaborative warranty support service. CDWG will take the first call for Members to help resolve their issue and, if needed, provide an engineer onsite to perform a hardware replacement. If escalation to the OEM is required, CDWG will do that on the Member's behalf. Because of CDWG's depth and breadth of expertise, in the case of a Cisco solution we are able to get a top-level TAC engineer more quickly than a Member can, resulting in quicker incident resolution. For more information, please see our Additional Documentation uploads. City Council 7 — 38 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 38 Describe any "green" initiatives that As an IT reseller we do not build the products we sell (though we make green technology solutions relate to your company or to your clearer, and for more information on this please see our response to Question 39). products or services, and include a We do recognize our part in responsible environmental management and conservation of resources. list of the certifying agency for One of the ways we demonstrate our commitment to environmental management and the principles of each. sustainable development is through our beGreen program. The beGreen program, which has been around more than 10 years, provides CDWG coworkers with a platform to reduce, reuse and recycle in an effort to make our operations leaner, more efficient, and more environmentally responsible. We continually develop these efforts to comply with ISO 14001 standards. Since we kicked off beGreen, CDWG has seen overwhelming coworker participation. Coworkers have tl improved environmental efficiency led to these two actions: 1. Our Las Vegas Distribution center he 2. Our Vernon Hills Distribution Center updated the warehouse and parking lot with LED lights containing motion sensors. This allows us to reduce our power usage while minimizing our impact to the environment. beGreen is a consideration in everything we do. Our downtown Chicago office is moving in the next few years to accommodate our growing company. Similar to the products we sell, we don't build the buildings we work in. But we do recognize our part in environmental responsibility and that is why we our future office location is LEED certified for its design and construction. Select beGreen program highlights are below. For our full environmental policy and commitment, please see "CDWG Commitment to the Environment 2019" in the Additional Documentation uploads section. ISO 14001:2015 Certification CDW•G's distribution centers are ISO 14001 certified, which is the internal standard for environmental management systems. This certification has been awarded to CDW•G's distribution centers located in Vernon Hills, IL, and North Las Vegas, NV. Sustainability at CDW Lighting & Energy Management. Our offices and Distribution Centers are outfitted waste power after hours. Eco-friendly Alternatives. Our cleaning crews also use natural and vinegar -based cleaners in place of chemical cleaners that can be harmful to the environment. Coworker Engagements. CDWG Illinois locations are past winners of the Illinois Governor's Sustainability Award, recognizing private and public Illinois organizations who have implemented outstanding and innovative sustainable techniques or technologies, demonstrating a commitment to sustaining our environmental, social and economic health. Recycling Our Distribution Centers employ programs that are designed to recycle corrugate, shrink wrap, from a peak of three times a week to only twice a year. Packaging and Transportation Over 95% of manufacturer packaging, instead of being repackaged in new boxes. We have also redesigned our box maximize the amount of product put into each box. 39 Identify any third -party issued eco- labels, ratings or certifications that your company has received for the equipment or products included in your Proposal related to energy efficiency or conservation, life -cycle design (cradle -to -cradle), or other green/sustainability factors. Sourcewell members in the public sector have a responsibility to procure sustainably. As stated in Question 38, none of the products we sell are manufactured by CDWG. Which is a benefit to Sourcewell members. This allows us to be more objective about what's right for each Member's initiatives. Since green products, energy efficiency, life -cycle design, and other sustainability factors are important to Sourcewell members, our account managers compare the various OEMs we sell and determine equipment and products that support their goals. We do try to help where we can. For example, though CDWG has our own internal policies regarding recycling, we do not take back old equipment from customers. However, we can direct Sourcewell members to trade-in and asset disposal programs through partners to help properly dispose of or recycle hardware. These are some of the programs we offer Sourcewell members: NEC Program: https://www.necdisplay.com/communications/0418_Tradeln_TradeUp_Program.html Panasonic: http://panasonic.anythingit.com/ ClearCube: https://www.clearcube.com/upgrade PlanITRO1: https://planitroi.com/ City Council 7-39 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 40 Describe any Women or Minority Sourcewell members in the public sector promote diversity and local business initiatives through their Business Entity (WMBE), Small procurement requirements. There are many types of diverse supplier requirements, including minority - Business Entity (SBE), or veteran and woman -owned, small business, veteran -owned businesses, and LGBT-owned businesses. owned business certifications that Sourcewell's ideal partner on this contract will empower all types of diverse suppliers in the your company or hub partners have marketplace, not just one or two. obtained. Upload documentation of CDWG does not hold any WMBE, SBE, or veteran -owned business certifications. Our focus lies in certification (as applicable) in the creating a meaningful sourcing plan with minority, small, local, veteran -owned, and other diverse document upload section of your suppliers. By not being a diverse prime, we have the privilege, opportunity, and responsibility to response. partner with diverse suppliers and bring them with us to the Sourcewell opportunity. That's part of the CDW Experience. Through data extracted from the BLS Quarterly Census of Employment and Wages, we estimate the economic impact from our U.S. supply chain supported over 6,800 Diverse and 3,600 Diverse Small Business Enterprise American jobs in 2018. Also, in our experience customer diversity initiatives are not always met by one or two specific certifications. Each customer has different goals and CDWG is an ideal partner because our diverse supplier network contains partners with the following certifications: Minority Business Enterprise (MBE) Women Business Enterprise (WBE) Lesbian Gay Bisexual Transsexual Business (LGBT) Veteran Business Enterprise (VBE) Disability Business (USBLN) Women Owned Small Business (WOSB) Small Disadvantaged Business (SDB) Veteran -Service Disabled Veteran Small Business HUBZone We launched our Supplier Diversity program over a decade ago. Our leader in Supplier Diversity, Kristin Malek, was named one of DiversityPlus Magazine's Top 25 Women in Power Impacting Diversity 2019. Kristin and CDWG coworkers participate in workshops designed to help diverse suppliers learn about contracting opportunities. Recently they attended an event with the City of New York that attracted over 60 diverse suppliers. In recent years, CDWG has seen continued increases in diverse spend since the program's inception. 2018 overall reported diversity spend exceeded $213, equating to 12% of our organization total spend with suppliers. In the same year, we were named a Finalist by the National Minority Supplier Development Council for Corporation of the Year. In 2019, we were named US Veterans Magazine Best of the Best Supplier Diversity Program. Please see a letter of recommendation from QnA Tech, a small minority owned firm focusing on IT solutions, as further, real - world evidence of our commitment to working with diverse suppliers. CDWG can offer Sourcewell members partnerships in one of two ways: The Tier I Program CDW is continuously developing other diverse partnerships to meet customers' Tier I needs, which is where customer spend goes directly to the diverse firm. In fact, we offer an online registration tool where businesses can register for future opportunities with CDW. Our growing list of suppliers means that customers can count on CDW to deliver against their diversity spending targets. CDW has also partnered with MBE/WBE leasing companies that can support customers' Tier I spend requirements. The Tier II Program In an effort to foster even more opportunities for small, diverse businesses, CDW launched a Tier II Supplier Diversity Program in 2009 for its key manufacturing, distribution and logistics partners. The program's goal is simple: to further opportunities for competitive diverse companies to supply goods and services to CDW and deliver them to our customers. CDW also provides Tier II reporting to customers that track their spending (typically for tax incentives), ensuring that suppliers meet contract compliance and obligations. Our Tier II reports show the items that CDW purchased from diverse suppliers, all items that our customers purchased from CDW, and all items that CDW purchased from diverse suppliers to fulfill customer orders directly. One more important aspect of the CDW Supplier Diversity program is our support and participation in various organizations and events focused on developing relationships and business opportunities within diverse communities. CDW is a National Corporate Member of the National Minority Supplier Development Council, Inc. and The Women's Business Enterprise National Council. CDW supports other organizations, such as the Chicago Minority Business Development Council, Inc., the Women's Business Development Center of Chicago, the Minority Business Development Agency of Chicago, the National Veteran Owned Business Association, and the National Gay & Lesbian Chamber of Commerce. Not only does CDW contribute financially to these organizations, we also engage on advisory councils, attend and host events, and provide resources to support the organizations' focus on continued growth and success. 41 What unique attributes does your company, your products, or your services offer to Sourcewell Members? What makes your proposed solutions unique in your industry as it applies to Sourcewell members? When Sourcewell evaluates vendors for this next Technology Solutions Catalog contract, we suspect many of the product and services catalogs will overlap. That's life at the top of the IT solutions market, we suppose. But how many of these vendors can stand apart and point to unique solutions? Unique in the true sense of the word. CDWG stands apart with the following unique attributes we offer Sourcewell members: Sales Support CDW•G's Sales Academy equips new sales coworkers with the skills and knowledge necessary to be effective, successful, and consultative extensions of your IT staff. The Sales Academy is a five -and -a- half -month curriculum for Public sector, Corporate, and Small Business sales account representatives consisting of three phases: Phase I: offers a classroom environment focused on immersing account representatives into the CDWG culture, systems, technology and professional selling skills Phase II: provides an opportunity for account representatives to immerse themselves into CDWG segment specific training as well as practice their skills. Phase III: account representatives work with CDWG customers while continuing their development with City Council 7- 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Our experiential learning curriculum uses a complete blended delivery model including classroom activities, eLearnings, one-on-one coaching and roundtables, and the Sales Academy delivers that and more. Sales team shadowing and real -world assignments prepare account representatives for the reality of day one on-the-job. In addition, account representatives are provided cutting -edge resources such as a searchable online help tool. CDWG has implemented a measurement strategy to ensure that any account representative graduating from the Sales Academy is able to perform job tasks and responsibilities skillfully. This strategy includes exercises, assessments, and tests. Throughout each phase of the Sales Academy, account representatives are coached to understand and address the unique challenges within their focus segment: K12, Higher Education, State & Local Government, or Federal Government. We understand that each customer and segment are unique and feel that our training should mirror those nuances. All of these components --technology training, system training, on- the-job immersion, and segment focused coaching —combine to create an onboarding experience for new account managers that has the right balance of technology acumen and real -world skill development and practice. Our goal is that each account representative is able to serve as a valuable asset to our customers —helping them to address their challenges and meet their goals through technology. Our salesforce is trained to understand and support the broad portfolio of products and solutions that CDWG offers. We also understand our customers' need for deep expertise on particular products and solutions. That is why our account teams are supported by a large team of more than 100 presales systems engineers, both CDWG-badged and vendor -funded positions, who provide presales support for specific lines of business and particular partner's products. These experts assist with evaluating products based on your unique operational requirements and budgetary constraints. They review quotes for product compatibility, functionality, and compliance. Your account representative will still serve as your main point of contact and quarterback the project to make sure that the process is simple and seamless for members. E-Rate CDWG is proud to have participated in E-Rate Projects for Category 2 since 1998, when our company was founded. During that time, we have been awarded over 14,000 E-Rate projects totaling over $200M in total internet connectivity solutions to schools throughout the United States. Due to our streamlined and best -practice system of checks and balances, we ensure our E-Rate customers have a collaborative and positive experience when working with us on their E-Rate projects, including our dedicated E-Rate invoice team who ensures expert handling of both BEAR and SPI E-Rate invoicing. Mark Ellis, Manager, Program Management, David White, Program Manager, and Amy Passow, E-Rate Specialist, offer schools their knowledge, assistance, and advisement on E-Rate matters, including but not limited to Program compliance and adherence. David prepares contract deliverable reports and makes modifications, as necessary, including price reductions, additions, discontinued products, replacements, and version changes. He ensures that price and supply agreements are in place from award through completion and that the E-Rate bidding, ordering, invoicing, and funding are all seamless and easy for entities to complete. Amy advises on the appropriate engagement before and after Form 470 filings and works with our operations teams to ensure E-Rate ordering, invoicing, and delivery are compliant; additionally, Amy assists applicants with PIA reviews and preparation of Item 21 Forms as part of the Form 471 process. eSports We know the world of eSports is growing fast. The estimated annual total revenue that will be c experience with gaming laptops and desktops, gaming monitors, mice and keyboards, gaming headsets, graphics cards, and furniture. We feature key manufacturers for this burgeoning industry such as iBuyPower, Logitech G, Micro -Star International (MSI), PNY. Public Safety In 2007, CDW•G's Public Safety Team was chartered with the mission of aligning the IT industry around the unique challenges of law enforcement, fire, and emergency medical customers. We are proud of its history within the public safety community and long-standing relationships achieved through partnership, membership, leadership and sponsorship with local, regional and national associations. CDWG participates in public safety focused conferences and events, helps deliver training and education, and works together with organizations including the International Association of Chiefs of Police (IACP), the International Association of Fire Chiefs (IAFC), and the National Sheriffs Association (NSA). Our relationships and targeted expertise afford us with a unique platform to expand Sourcewell's reach into previously untapped markets. One such relationship is with the National Sheriffs' Association (NSA) that support over 3,100 Sheriffs offices nationally. In 2018, NSA wanted to provide an on-line marketplace portal for everyday goods and services to its members. They solicited the industry to develop the portal, and selected LESupplyPro (LESP), a law enforcement focused cooperative, as a partner, and began development of the marketplace. While working with NSA, the CDWG Public Safety team noticed there was no technology category in the NSA-LESP portal offering. The team was able to educate NSA on the value and benefits of the Sourcewell agreement, and through these efforts, NSA and LESP named CDWG as the exclusive technology partner on their NSA-LESP contract. This customized Sourcewell agreement has expanded Sourcewell adoption and membership into a new market while also providing a tailored contract structure that gives back to local law enforcement agencies and helps them further support their mission —serving and protecting citizens. Looking forward, CDWG envisions continuing to increase the number of members accessing Sourcewell's CDWG contract by using our unparalleled reach and segment focus to penetrate new markets and maximize Sourcewell's overall contract adoption. K-12 Education Strategy Team In response to the increasing complexities that schools face scaling digital learning, CDWG has City Council 7 — 41 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 created a K-12 specific Education Team made of former educators and experts. Collective Previous Experience Chief Information Officer Certified Project Management Professional Google Certified Innovator and Trainers Google Certified Level 1 & 2 Educators Google Apps Certified Administrator Google Apps Certified Deployment Specialist Teacher of the Year Instructional Technologist Learning Environment Advisor Microsoft Innovative Educator Trainer Microsoft Expert Educator Classroom Teacher District Superintendent Developmental Reading Specialist Our K-12 strategy team analyzes research from multiple experts in the education technology industry such as ISTE, CoSN, Future Ready Schools and the 1:1 Institute (The Project Red Report) in order to develop an internal tool for guiding school districts through curriculum, professional development and device implementations. On a recent past project CDWG assisted an eastern school district with setting up a STEM Academy for the following school year —resources, materials, products, lesson resources. As a no -cost program, Sourcewell CDWG saved the district between $2,000-4,000. 42 Identify your ability and willingness to CDW's significant presence in Canada, detailed in Question 25, allows us to focus on providing provide your products and services to products, services, and local support to our Canada customers. CDW has a large Product & Marketing Sourcewell member agencies in organization in Canada. This team comprises mainly Partner Managers, who support 1000+ vendor Canada. relationships, including their new technology launches and associated promotions. We have coworkers dedicated to meeting with, evaluating, and onboarding new Sourcewell members. Similar to in the United States, we also have onsite vendor specialists for larger partners such as Adobe, Cisco, HPI, HIDE, Lenovo, Microsoft, and more. Our business model in Canada provides exceptional product availability and quick turnaround from the largest inventories of top brand -name manufacturers in the industry. We attribute this to our strategic relationships with the industry's top distributors. There are several main distribution partners in Canada, including Tech Data and Ingram Micro, all of which CDW Canada has a direct line of communication with through a dedicated CDW resource. CDW Canada strives to ship all in -stock, credit approved, non - configured orders within 24 business hours of P.O. receipt. Historically, our same -day order fill rate has been 97%-99%. Our recent acquisition of Scalar Decisions Inc., one of Canada's largest technology solutions providers, enhances the value that we deliver in Canada in the following areas: professional services, security, infrastructure, and cloud technology. Warranty Describe in detail your manufacturer warranty program, including conditions and requirements to qualify, claims procedure, and overall structure. You may upload representative samples of yourwarranty materials (if applicable) in the document upload section of your response in addition to responding to the questions below. Line Item 43 Question Do your warranties cover all products, parts, and labor? Response' CDWG does not manufacture products, but Sourcewell members' IT investments are covered by the manufacturer's standard warranty for all purchases. This means that terms of warranty coverage can and do vary with each OEM purchase. Details for each product warranty are on www.odwg.com or available through members' dedicated account manager. In our experience, most often the manufacturer coverage does just fine. But for those times where some added support is desired, CDWG offers additional warranty coverage options for products whose standard warranty alone does not meet members' needs. In order to understand all of our best -value options, we recommend members work with their trusted account manager to navigate the options in our extensive catalog and determine the best fit warranty solution for each product and circumstance. For example, CDWG and most resellers offer a whole lot of different OEMs —we understand that's one of the features customers and cooperative agencies like best about doing business with large IT resellers. But a whole lot of different OEMs and a whole lot of different warranties could lead to a significant time investment for Sourcewell members when left to manage this part of the technology lifecycle on their own. Imagine for a minute Sourcewell members with small IT staffs left to analyze and track dozens of programs and expirations to gain the most value from their portfolio of warranties. In these instances, CDWG can offer Maintenance Contracts to simplify warranty coverage for members bogged down with a collection of warranties from different manufacturers for different lengths of time and each with a different end date. Maintenance Contracts are an easily manageable service contract that covers all IT equipment, regardless of manufacturer, with just one expiration date and a single point of contact for repairs. Please refer to our document upload in this section for more information on Maintenance Contracts. City Council 1 7 — 42 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 44 Do your warranties impose usage restrictions or other Rather than imposing usage restrictions or other limitations on our warranty services, limitations that adversely affect coverage? CDW•G enhances coverage options for Sourcewell members through our warranty extensions and uplifts. As stated in Question 43, our experience is that many customers choose the standard OEM warranty for their purchase. Which is fine. In instances where the OEM warranty isn't sufficient, CDW•G offers competitive solutions to augment the OEM's warranty to minimize risk and ensure ongoing performance. Included in our portfolio: Warranty extensions and upgrades Post warranty support Accidental damage protection Maintenance Contracts Post -sale technical support Product and certification training Onsite repair Help desk services Additionally, understanding best -value procurement does not stop at the sale, CDW•G keeps the communications lines open with our customers to be sure the warranties they hold continue to meet their needs. For instance, shortly after award on a U.S. Marine Corps (USMC) BPA, CDW•G recognized the warranty provided was not offering the level of service required for USMC. We replaced this warranty without any impact to the customer, indicative of the reliability of our quality approach and our focus on upholding our commitments. 45 Do your warranties cover the expense of technicians' Some do and others do not; it depends on the warranty coverage selected. Any travel time and mileage to perform warranty repairs? incremental warranty costs for technicians' travel time and mileage to perform warranty repairs are disclosed at time of quote. Both standard manufacturer warranties and extensions of OEM warranties are typically inclusive of all warranty repair services being purchased. In some instances, services may fall outside of the OEM warranty options stated above. In these specific cases, services performed need to be outlined within a statement of work (SOW) and mutually agreed upon by all parties. If so, there will be very specific language around such warranties, travel time, and mileage for any on -site work. However, in our experience SOW -based services are not typically warrantied. 46 Are there any geographic regions of the United States As mentioned, it depends on the warranty coverage selected. In most cases, (and Canada, if applicable) for which you cannot warranty support is fulfilled directly by the manufacturer and coverage will vary on a provide a certified technician to perform warranty case -by -case basis. Where Sourcewell members opt to enhance the standard repairs? How will Sourcewell Members in these regions manufacturer warranty, we have access to certified technician resources through in - be provided service for warranty repair? house technicians and strategic local partnerships that cover the United States and Canada. We will work with Sourcewell members to identify the best -value solution. Response times and SLAB can vary by location. A commitment we make to Members is that they will always know what they are buying and have clear instructions on the coverage and how to activate warranty claims, whether they be on -site, depot repair or mail -back programs, we believe in complete transparency of the service. 47 Will you cover warranty service for items made by In those instances where Sourcewell members choose the standard manufacturer other manufacturers that are part of your proposal, or warranty, the responsibility for warranty services on those items is with the are these warranties issues typically passed on to the manufacturer. To ensure manufacturer warranty expectations are met, CDW•G has original equipment manufacturer? defined escalation processes with our partners to ensure technical support is provided by the manufacturers according to the agreed upon SLAB. In those instances where CDWG enhances the standard manufacturer warranty, we take responsibility for meeting SLAs and delivering the full customer experience. City Council 7 — 43 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 48 What are your proposed exchange and return programs Should Sourcewell members need an exchange or return, CDWG requires a Return and policies? Merchandise Authorization (RMA) number for all returned merchandise. All products must be returned one hundred percent (100%) complete, including all original boxes, packing materials, manuals, blank warranty cards, and other accessories provided by the manufacturer. All returns should be initiated within 30 days. For returns initiated after 30 days, fees may apply. However, in all instances when CDWG makes an error, we will cover return costs. Credit is issued the following day after the product is received into our warehouse. Credit form is based on the initial method of payment. Credit card refunds will be issued back to the credit card. Net terms refunds will be placed on the account for the customer to use towards invoices or they can request a check be sent to them. For full information on our return programs and policies, see CDW's full Product Return Policy at the following link: https://webobjects.cdw.com/webobjects/docs/PDFs/Return_Policy.pdf For all questions, issues, and concerns, Sourcewell members' CDWG account manager continue to be at the center of the customer service and support experience. By contacting their account manager to initiate the return process, Sourcewell members will receive individualized support that ensures the best outcome. CDWG account managers —and our customer support teams —facilitate and track all returns. These coworkers deal with RMAs on a daily basis. And when returns cannot be made to CDW, Members in need of advocacy with manufacturers regarding exchanges, returns, or any aspect of their IT investment can count on their CDWG account manager to advocate for them with the OEM. CDWG also offers Customer Relations service at 866-SVC-4CDW or via email at custom errelationsreturns@cdw.com for customers to obtain a Return Merchandise Authorization (RMA) before shipping product back to CDWG. Added to our programs and policies, Sourcewell members can trust that they are receiving the approved OEM warranty with each purchase through CDWG's secure supply chain. 99% of our products come from authorized sources, with the other 1% customer requested sources. Once products are received at our distribution center they are investigated and tracked according to the return merchandise authorization number assigned to each order. The end user/customer is then notified that receipt has been confirmed. All of CDW•G's shipping and quality processes are based on the ISO 9001:2008 certification standards. 49 Describe any service contract options for the items In addition to services included with purchase, Sourcewell members may choose from included in your proposal. a range of service options available through CDWG (fees may apply), including the following: - We offer a collaborative warranty support service backed by select valued OEMs for faster resolution and a more personal experience. For Sourcewell members' software, licensing and hardware devices, CDWG takes the first call to resolve the issue and, if needed, provides an onsite break/fix replacement. If escalation to the manufacturer is needed, CDWG does that on the members' behalf. - We offer through our strategic partners an extended service/help desk, where a phone number is provided and we can take calls and provide support. This option is useful for Members who may not have a robust IT support program and seek a 3rd party solution. - We offer tech support (U.S.-based help) for five years from purchase through either phone or chat (M-F, 7am-6pm CT), or email (reply within 24 hours). - We offer CDW Product Protection through Safeware, a fully licensed insurance agency as well as a Third Party Administrator. Services feature extended warranty and service plan solutions, covering many types of hardware products, including laptops, tablets, and printers/scanners. - We offer Cisco SMARTnet Service, an award -winning technical support service that give members' IT staff direct, anytime access to Cisco experts and online self- help resources required to resolve issues with most Cisco products. Our dedicated Cisco SMARTnet team has 50 specialists with years of experience working with SMARTnet contracts. We have in-depth knowledge of Cisco's internal SMARTnet tools. And CDW•G's exclusive web portal, SMARTtracker, will streamline the management of your SMARTnet Total Care contracts 24x7x365, not just at renewal time. SMARTtracker is a key strength of our offering that provides value-added benefits when combined with the expertise and support of our SMARTnet Total Care Specialist Team. - We offer a Software Asset Management (SAM) solution powered by Snow Software hosted in our cloud through a subscription. This productivity enhancing tool is an advanced and user-friendly SAM solution that empowers customers to reduce their licensing expenditure while mitigating the various compliance risks associated with the administration of software agreements. Payment Terms and Financing Options Line Item Question Response 50 What are your payment terms (e.g., net 10, net 30)? CDW•G's standard payment terms are net 30 days from the date the City Council 7 — 44 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 51 52 Do you provide leasing or financing options, especially those options that schools and governmental entities may need to use in order to make certain acquisitions? Briefly describe your proposed order process. Include enough detail to support your ability to report quarterly sales to Sourcewell as described in the Contract template. For example, indicate whether your dealer network is included in your response and whether each dealer (or some other entity) will process the Sourcewell Members' purchase orders. Yes, Members have access to a diverse portfolio of financial companies that can help them secure the leasing terms that best fit their specific needs and budget requirements. CDWG offers 16 premier and preferred leasing partners, including Arrow Capital Solutions, Cisco Capital, Dell Financial Services, HP Financial Services, and VAR Technology Finance. While we always view our deep set of options as a boon to our customers, we also understand our customers and their IT departments might have better things to do than evaluate multiple leasing constructs to select the right one. CDW•G's approach to leasing and financing solutions mirrors our approach to technology solutions in this way: listen, advise, assist, and present the best options. For example: Apple Financial Services almost always makes sense for Apple products. Our account managers, as the trusted first point of contact, work with members to identify those options. This collaborative process includes the following specific steps: 1. An initial discovery session to understand member goals, requirements, and budget 2. An assessment review of members' existing environment and definition of project requirements 3. Detailed vendor evaluations, recommendations, future design, and proof of concept 4. Procurement, configuration, and deployment of the final solution Our diverse portfolio offers Sourcewell members the option to lease virtually any IT product at favorable rates and terms. These options can be available on a per -deal -basis, or in many cases, as a primary billing option. If a member has a preferred leasing company that is not currently one of our 16 partners, the account manager can work to set that partner up. For example, we have partnered with National Cooperative Leasing (NCL) by onboarding them as a leasing option for our Sourcewell members and continue to develop this partnership. We have begun the plans of putting together a Leasing Planning Meeting between NCL and the CDWG Leasing Team to build out a collective strategy for our customers asking for leasing in relation to this Sourcewell agreement. Sourcewell members will also receive a value-added resource in CDW•G's Financial Solutions Team. This is an internal team of unbiased financing experts that work in conjunction with the account manager to align payment options with the Member's financial goals. For example, we know a recent trend for our education and government customers is to adopt mobile devices for their employees and students. However, recent research suggests IT managers believe they spend too much money and time managing devices, including ones that go unused when an end user transfers out of the agency. Our team can recommend an innovative solution for these customers through device -as -a -service (DaaS). While not a traditional leasing or financing option, DaaS satisfies many of those objectives, and includes warranty support, device management, real-time monitoring, and at the end of the lifecycle the devices will be available for reuse or recycling. Less knowledgeable, specialized resources may not consider an option such as this, or —shudder —even be aware it is an option. Sourcewell's 50,000 members are a diverse bunch and should be able to procure IT in the way that suits them individually. As part of the CDW Experience, we strive to make this possible. Members can place an order through the custom premium contract page we set up unique to each Member organization; Members can place an order through their account center feature at www.cdwg.com; or, because we know IT can get a little complex at times and it may seem we have a bajillion options, Members can pick up the phone and dial their dedicated account manager, who is always happy to chat and place an order that way. There are benefits to each method. For example, in Members' premium page, they will see the contract price in real-time as it takes into account market discounts and other factors. For online ordering, we can set up a demonstration to make sure that Members are familiar with the functions and benefits of their customized system. By placing a phone call, Members can bounce their needs, wish lists, concerns, or heck, even ideas for a home improvement project off their dedicated account manager trained in CDW•G's products and services. Once the order is placed through any of the above methods, it goes through a number of quality control steps to ensure what's received is what was ordered. First, the order is reviewed for accuracy by Members' CDWG account team. Once confirmed, it is sent to our Credit Department for approval and credit -release. The member will receive immediate confirmation via email. In addition, real-time order status information is available 24 hours a day on Members' CDWG Account Center. The order status feature enables Sourcewell members to sort orders by status: open, completed, backordered, and cancelled. After the order is credit -released, it is sent to the Purchasing Department to City Council Agreemep7t er 4&ned roll -out, it comes from the IQ /2022ated inventory. Members benefit from the fact that CDWG has two strategically- DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 53 Do you accept the P-card procurement and payment process? If so, is there any additional cost to Sourcewell Members for using this process? Pricing and Delivery located distribution centers that hold $220M of inventory, on average. At any given time, we maintain 1-4 weeks of stock supply ensuring items are consistently in stock for rapid deployment. CDW•G's distribution centers are designed for continuous commitment to accuracy, quality, and speed. Each step in the product movement process is verified with a barcode scan, from receiving through shipping. We ship 40,000 to 50,000 boxes per day depending on the time of year. Our facilities have multiple levels of storage, miles of high-speed conveyors and sorters, UPC bar code scanning, product serial number capture, and —well, so this is one of those times where things in the technology procurement process get a little complex. Should we just leave it at our shipment accuracy rounds up to 100%? Or, we invite you to take our nifty virtual tour: https://www. cdw. com/webcontent/h ubs/services/CD W _Distri butionOverview_g. htm I As one of the largest direct marketing resellers in the U.S., CDWG has positioned itself very closely with the major shipping companies and other delivery service companies to provide standard or expedited product delivery. Due to the extensive carrier worldwide service capabilities, excellent record for on -time delivery, and competitive pricing, we ship the majority of our products via UPS or FeclEx. Both companies have onsite employees at our distribution centers, individuals with a track record of supporting CDWG with sophisticated capabilities to leverage their intermodal transport options. We also have contracts with truck load (TL) and less than truck load (LTL) carriers for large orders and heavy products. For orders using the Sourcewell contract's terms and conditions, the Sourcewell contract is identified at the line item level or on the Statement of Work, and this triggers our Contract Editor system (Please see our response to Question 63) to ensure the sale is captured as a contract sale and our internal controls go to work. The Sourcewell Member receives invoice detailing Sourcewell contract has been used and this leads into reporting. For managing the contract and providing quarterly sales reports, Sourcewell I post- award process. Other companies often leave contract management to tl outside of the scope of the RFP erroneously being purchased through this c The reports that our contract management professionals currently generate run the gamut from quarterly sales reports for Sourcewell to highly manual, daily federal reports. We have been sending these for the past 20-some quarters on the current contract, and are available to meet with Sourcewell to review any details and answer questions, as needed. Sourcewell and its members will continue to benefit from CDWG's exacting, on -time reporting standards. CDWG will not be using a dealer network as part of our response. Yes, Sourcewell members can use P-cards in both eProcurement and non- eProcurement orders. There is no additional cost for using this process. However, Members who opt for payment terms (e.g. Net 30) are not then allowed to settle terms by invoice with a P-card. As an added capability at no additional cost, CDWG is capable of providing level 3 information on P- Cards for Visa, MasterCard or American Express. This service provides line item detail remittance of the transaction on member cardholders' statements. Level 3 allows the member agency to track expenses and to ensure that the products purchased on its card were in fact legitimate purchases. Provide detailed pricing information in the questions that follow below. Keep in mind that reasonable price and product adjustments can be made during the term of an awarded Contract as desribed in the RFP, the template Contract, and the Sourcewell Price and Product Change Request Form. Line Item Question Response* City Council 7 — 46 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 54 Describe your pricing model (e.g., line -item discounts or product - materials (if applicable) in the document upload section of your r To ensure Sourcewell Members can easily procure technology products and services at competitive discounts, CDWG offers pricing in the same simplified model that Sourcewell members are familiar with on the current contract: Percentage discount off CDWG Nationally Advertised Price (Advertised) for technology products and services categories, available at www.cdwg.com We believe the best solutions are simple to price, simple to sell, and simple to implement. Though Sourcewell members will be able to choose from over 100,000-strong technology product catalog, CDWG makes understanding the discount and pricing Members will receive simplified by organizing our diverse catalog into 25 commonly recognized item categories: Accessories, Power, Cooling & Racks, Desktop Computers, Data Storage/Drives, Enterprise Storage, Point of Sale/Data Capture, Servers & Server Management, Notebook/Mobile Devices, NetComm Products, Carts and Furniture, Printing & Document Scanning, Services (Partner Delivered), Software, Collaboration Hardware, Video & Audio, Cables, Warranties - Product Protection, Video Hardware, Interactive Whiteboards, Interactive Flat Panel Display, Chromebooks, Google Chrome Management SaaS, Apple products, and Amazon Web Services. Special pricing and extra discounts we have secured through our close OEM partnerships are reflected in the percentage discounts calculated off Advertised. CDWG publishes, maintains, and provides access to Advertised at www.cdwg.com as we do for other large-scale contracts and all of the open market business we transact. While we've seen some public sector customers prefer to use a discount off MSRP (Manufacturer's Suggested Retail Pricelists), the unique cost -savings Sourcewell members have come to expect from the current contract cannot be realized on the next contract with that type of structure. Using Advertised allows members to realize greater cost -savings due to a better dynamic price baseline driven by current market conditions and pricing trends. In general, there is a downward trend in IT hardware and software cost over time, and CDW•G's Advertised is benchmarked against current market demand as well as live pricing on our competitor's websites; it is then adjusted to remain competitive in the marketplace. One of the benefits of using CDW•G's Advertised is that it is available 24/7, and Sourcewell members can feel confident that pricing is both up-to-date and competitive, rather than a static number that does not accurately reflect the true market. A well -recognized example of volatility is when a new iPhone releases for $699 and the one bought just yesterday suddenly drops in value from $399 to $99. A number of unique factors contribute to CDW•G's ability in setting a competitive price point: Volume CDWG processes one order transaction nearly every three seconds. This volume makes us the largest multi -brand IT provider, giving members the broadest look at market trends — especially pricing. We know quickly when our pricing needs to be adjusted to remain competitive, and CDW•G's staff of pricing specialists and Product Management teams adjust accordingly. Sales Data Our sales systems show ordering trends by product, indicating slc evaluate our prices. Supplier Relationship CDW•G's strong supplier relationships provide aggressive pricing and forward -looking analysis. Our relationships with multiple providers give us a real-time look at 'alternate path' pricing. CDW•G's Advertised tracks and adjusts the prices on a large set of products on a weekly basis. Competitive Price Analysis Sourcewell can trust that contract pricing is competitive with other large- scale contracts. As stated above, by tying your discounts to the CDW•G's Advertised reference point, we ensure real- time competitive pricing for purchases over the life of the agreement. All of the products we expect Sourcwell to consider as part of this offer can be found at www.cdwg.com/sourcewell. Additionally, we have provided sales for Sourcwell members in Canada through our CDW Canada affiliate. The discounts are off CDW Canada Advertised price and are quoted in local currency (CAD). Categories of Canadian catalog are similar though not identical. Please refer to our Canadian pricing offer in the required Pricing document uploads for more information. 55 Quantify the pricing discount represented by the pricing proposal (CDWG: 0% to 13% Discount off Advertised Price CDW Canada: 0% to in this response. For example, if the pricing in your response 7.75% Discount off Advertised Price percentagCjtyp rn t i�nge. 7 — 47 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 56 Describe any quantity or volume discounts or rebate programs Sourcewell prices and percentage off discounts listed in our proposal are the that you offer. ceiling price at QTY 1. It is our experience, both on the Sourcewell contract and across the broader scope of our business, that few purchases are made for QTY 1 and that often we can share additional discounts with customers through our close relationships with key OEMs. On the current contract, we advocated for Sourcewell members and secured volume discounts on a number of OEMs, including HP and Nutanix. By purchasing in volume or as part of a larger project, approximately 20% of Members enjoyed discounts between 10-20% below the contract ceiling price throughout 2018. Additionally, CDWG maintains our two distribution facilities with over one million square feet of inventory space available. While our competition tries to paint these facilities as an unnecessary expense, they miss out on one of the key benefits of our model. CDWG can regularly take action on strategic buy -in programs offered by distributors and OEMs as they feel pressure of product accumulating in their supply chain or need to attain a certain sales threshold for a financial milestone, such as their end -of- quarter or fiscal year. When these opportunities arise, CDWG has adequate space available to buy in hundreds of units at a reduced cost — and we choose to blend that cost with the general inventory, driving down prices for Sourcewell members in the process. And let us say the ways and means of discount/rebate programs offered from competing vendors on this contract will certainly all sound appealing. But take note that without a team dedicated to tracking and managing purchases, and applying those special discounts appropriately, any resulting oversights will be as inexcusable as letting a puck slip through the five- hole. As part of the CDW Experience, we have a team of program management professionals, including a contract manager and contract analyst dedicated to Sourcewell, who ensure that Sourcewell members receive all program benefits. 57 Propose a method of facilitating "sourced" products or related Due to our routine partner reviews, we rarely run into having to onboard services, which may be referred to as "open market" items or new vendors or products for specific requests. When we do, our scrupulous "nonstandard options". For example, you may supply such items process ensures that new partners work with us in delivering the CDW "at cost" or "at cost plus a percentage," or you may supply a Experience. This process features collaboration with customers, sales teams, quote for each such request. distribution coworkers, internal analysts, Product and Partner Management teams, and our legal department. Again, this is one of those components of technology procurement that is extremely complex behind the curtain, but for Sourcewell members the benefit of working with CDWG is simple: security. When sourced products or related services are needed, CDWG can easily facilitate this process for Sourcewell members. In instances where an entirely new product or related service becomes available through our catalog, such as when we began selling AWS on the current contract, our Program Management team works with Sourcewell to add it to the contract at a reasonable percentage discount for Members, taking into account relative category discounts already established on the contract. As for facilitating related services, CDWG has the resources to develop and deliver services that require nonstandard options, or unique scopes of work, pricing and specific terms. We work with our solution architects and partners to create these project scopes and provide a wide range of services. We then have a team of service contract specialists and service contract negotiators dedicated to drafting, editing, reviewing, and negotiating service contracts to meet the specific needs of our customers. In addition, CDWG has legal resources to negotiate customer -specific terms and project -specific terms for our customers. The contracts team handles service contracts from initial drafting to full execution of a statement of work, ensuring the Sourcewell members' experience is streamlined and services can begin in a timely manner. 58 Identify any element of the total cost of acquisition that is NOT All costs to serve Sourcewell members are included in the pricing. Services included in the pricing submitted with your response. This includes are quotes as designed by the Member and may include training or all additional charges associated with a purchase that are not implementation costs, which are included at the time of quote and never directly identified as freight or shipping charges. For example, list 'tacked on' after purchase. costs for items like pre -delivery inspection, installation, set up, mandatory training, or initial inspection. Identify any parties that impose such costs and their relationship to the Proposer. 59 If freight, delivery, or shipping is an additional cost to the Free ground shipping is for the cheapest ground option. For all other Sourcewell Member, describe in detail the complete freight, options, we offer Members a freight difference option. An example of this is shipping, and delivery program. our Discounted Overnight Shipping program. Members can elect a faster delivery method and receive a discount from our standard overnight price equivalent to the standard ground shipping benefit they would have received for the same items. For example, if standard ground freight would have cost $10 and the 2-day air option costs $25, then the Member is asked to pay $15 for 2-day air — the difference. In this methodology, the Member retains the benefit of the 'free round' consideration. Citv Council 1 7 — 48 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 60 Specifically describe freight, shipping, and delivery terms or For Sourcewell members placing orders in Alaska and Hawaii, freight programs available for Alaska, Hawaii, Canada, or any offshore options are Ground, Express, and Priority, though these options can vary delivery. depending on shipping address. Once an order is entered all available options to that shipping address will be shown. Specific carrier options are UPS, USPS, CEVA, and UPS Freight. Transit Time are Ground 3-5, Express 2-3 Day, Priority 1-2 Day, though these can also vary depending on when the shipments leave on the truck. For Sourcewell members placing orders in Canada, standard terms for Shipping are: F.O.B. Destination, Freight prepaid, and added. All products are shipped from one of CDW Canada's partners' distribution centers in Toronto, Mississauga, Calgary and Vancouver. CDW Canada partners with numerous distributors including Ingram Micro and Tech Data within Canada to complement our purchasing model. That's why over 95% of all credit approved, in -stock orders are shipped the same day and are received the next business day. In most instances, Sourcewell members can expect purchases to be delivered the next day or within an average of 3 days by standard ground transportation. CDW Canada through distribution partners uses UPS, Purolator, FedEx, and many other freight carriers for larger shipments. 61 Describe any unique distribution and/or delivery methods or While most of our industry is down -sizing and drop -shipping, CDWG options offered in your proposal. maintains a unique blend of operating our own distribution centers with drop - ship capabilities, where sensible. We have distribution centers in Nevada and Illinois that are a combined 1,000,000 square feet. Though the Illinois center primarily serves the eastern United States and the North Las Vegas center the western U.S., our two distribution center model allows us to ship based on availability and at a historical accuracy of 99.7%. More than 460 distribution coworkers work a 24x5 work schedule and we have the ability to scale up during busy seasons. Our capacity to ship is at 54,000 boxes daily, though our single day record is 37,000 boxes, leaving us plenty of capacity for this growing contract. Our customers appreciate the trickle -down value these distribution centers provide, which also allow us to offer better service on imaging, staging services for large roll -outs, and White Glove Services on the millions of Chromebooks we sell each year. We provided customers, many of them Sourcewell members, over several million Chromebooks in 2018 and performed White Glove Services on upward of 30%. Where customer projects don't require configuration or custom services, our drop -ship capabilities allow us to keep costs down. As further evidence of the unique level of service we can deliver, CDWG was selected to be the sole mobile device provider for the 2020 U.S. Census, scheduled to deploy nearly 500,000 devices over the life of the contract to United States Census Bureau Headquarters, Census Offices (250+), and selected 2020 Decennial Census employee homes. This year, CDWG has successfully deployed over 65,000 devices for the project. Due to our capabilities mentioned above, we are currently delivering on orders with the same exceptional service with no disruption to our normal business. Pricing Offered Line Item The Pricing Offered in this Proposal is: * Comments 62 c. better than the Proposer typically offers to GPOs, cooperative procurement organizations, or state purchasing departments. *Generally and in aggregate, the pricing to Sourcewell members is lower than that offered to other cooperatives or state purchasing departments. Audit and Administrative Fee Line Item Question Response City Council 7 — 49 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 63 Specifically describe any self -audit process or program that you plan to employ to verify compliance with your proposed Contract with Sourcewell. This process includes ensuring that Sourcewell Members obtain the proper pricing, that the Vendor reports all sales under the Contract each quarter, and that the Vendor remits the proper administrative fee to Sourcewell. With respect to CDWG's compliance strategy, we are unique in how we approach managing and maintaining our contracts. Our process begins very early in the sales lifecycle by training our sales force on the Sourcewell agreement to make sure they are selling the right products at the right discounts for Sourcewell members. We can only imagine what a mess it would be for all parties should an uninformed seller transact, say, a 3rd party managed services deal on this Sourcewell agreement. After a sale has gone through, rather than putting the burden of reporting and compliance checks on the sales teams like other companies, CDWG dedicates a highly specialized Program Management team led by Mark Ellis and David White for our K-12 Education and State and Local Government contracts. Mark, David, and their team are experts in general contract management, and specialized in the Sourcewell agreement. Mark is very familiar with Sourcewell's unique place in the cooperative contract space, drawing on lessons learned and historical data dating back to CDW's first contract with Sourcewell in 2004. Mark and his team are tightly integrated into the contract requirements and how compliance matters to the Sourcewell Membership. The next element of CDWG's compliance process is a defined self - audit process. The Program Management team is solely responsible for ensuring that only Sourcewell members are able to access the Sourcewell agreement, utilizing the Sourcewell membership list online at https://www.sourcewell-mn.gov/member-lookup or via regular updates provided to CDWG from Sourcewell's contract administrator Lindsey Meech. Additionally, our transparent partnership with the Sourcewell membership team allows our Sourcewell program to be nimble and use real-time information to ensure members have access to the agreement to drive both sales and compliance. The CDWG Program Management team uses a custom contract management tool called Contract Editor. Only the Program Management team has access to the tool, which streamlines the process and positions us to strictly adhere to the agreement. The Contract Editor tool is a major differentiator for CDWG. It is a custom-built application that integrates with our internal tools to manage the following items: Customer access to contract Contract pricing Contract shipping commitments Contract fee compliance The tool matches Sourcewell's unique contract code from a data pool of all CDWG sales. We access this information to ensure our reports are submitted quarterly and on time, just as we've done for nearly 20 quarters on the current contract. For example, during one recent quarter, CDWG reported $187M total sales to a total of 6,123 individual Sourcewell members representing all of the public sector segments, as well as non-profit agencies in all 50 states. These sales included products and services sourced from 663 individual manufacturing partners. Any vendor hoping to be successful in executing this contract should clearly demonstrate the ability to manage a report of this size and scope with all of the necessary detail, cross referenced to Sourcewell's membership database and in compliance with all of the contract's pricing rules. Before we submit our contract sales report to Sourcewell, the CDWG Program Management team quality checks the report. Because we are committed to accuracy, our team goes through the entire report line -by-line to ensure membership access to the agreement, which confirms only Sourcewell members are accessing the agreement, providing any data we need to follow up on something that doesn't look right. During the recent quarter, a total of 226,639 individual notebook computers were sold during that three-month period —the report consisted of 83,000 lines, each representing an individual transaction. Good thing we hire only the biggest contract nerds out there. This thorough review also ensures pricing is sold at or below the agreed upon contract price, the proper administrative fee is remitted to Sourcewell, and confirms all of the available value -adds we've negotiated for Sourcewell members, such as free freight on orders using the cheapest ground shipping options. After we've submitted the report, we meet with Sourcewell to review the pricing and reporting to discuss any price discrepancies or numbers that look amiss to ensure we are meeting all of Snurrawall's ranuiramantc City Council 7 — 50 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 64 Identify a proposed administrative fee that you will pay to Sourcewell for facilitating, managing, and promoting the Sourcewell Contract in the event that you are awarded a Contract. This fee is typically calculated as a percentage of Vendor's sales under the Contract or as a per -unit fee; it is not a line -item addition to the Member's cost of goods. (See the RFP and template Contract for additional details.) Industry Specific Questions Line Question Item Response' CDW•G is proposing the same general administrative fee which led to more than $2,500,000,000 in sales over the term of the current contract: 1.00%. At CDW•G, we think simplicity and continuity is a good thing. Sourcewell and CDW•G both experienced record growth on the current contract at this administrative fee, and we expect even greater results on the next contract as our partnership grows (please see Question 9 for our expectations). For select product categories in our offer, to best meet Sourcewell member needs we propose these fees: Software: 0.25% Chromebooks: 0.00% Google Chrome Management SaaS: 0.25% Amazon Web Services: 0.25% To best serve Sourcewell's groin 1.50% For select product categories in our offer, to best meet Sourc - Desktop Computers: 1.00% Notebook/Mobile Devices: 1.00% Chromebooks: 0.00% Google Chrome Management SaaS: 0.00% Amazon Web Services: 0.00% Microsoft Azure: 0.00% Apple: 1.00% We are confident in our fee structure due to our track record of success, and a mutual understanding between CDW•G and Sourcewell that the highest fees don't lead to the highest growth. CDW•G has alternate cooperative contracts in our portfolio —it's worth noting any company with the resources necessary to provide on a contract of Sourcewell's size will in all likelihood hold numerous cooperatives —yet our sellers consistently choose Sourcewell because of its unique advantages: member focus, flexibility, and fair administration fees. 65 If you are awarded a contract, provide a few Sourcewell needs a partner with the insight to identify internal metrics that matter, and then examples of internal metrics that will be the discipline to track them. A representative sample of internal metrics we've found to be tracked to measure whether you are having good indicators for a successful partnership are the following: success with the contract. - Customer Utilization ("spend" - breaking down by segment: State & Local Government, K- 12 Education, Higher Education, Federal Government) Technology Category penetration New members brought into contract # of opportunities Customer Satisfaction survey responses Repeat customers Customer % that grows As Sourcewell knows from the quarterly reports CDWG's Program Management team sends, we can track many, many more internal metrics than this. And to make certain the internal metrics we track match up with Sourcewell's vision for success, we intend to meet upon award to set mutually agreed upon metrics/key performance indicators for the next five years. 66 Describe your capability to report Sourcewell eco- For Sourcewell members concerned with the environmental impact of their procurements, we track industry -recognized data to help them understand their footprint. Sourcewell members can receive from CDW•G both EPEAT reporting, which is the leading global ecolabel for the IT sector, and Energy Star, a government -backed energy efficiency measure. For these reports we provide quarterly, calendar year, or fiscal year reporting, depending on members' needs. Sourcewell members with custom time -frame reporting requests typically are honored as well. As a value -add to presenting the raw data, upon request CDW•G's Program Management team will save time for members with a summary tab that provides a snapshot of their spend by EPEAT/Energy Star versus all spend, for products we have collected this information on. If Sourcewell members have further specific requests, such as category breakouts in an easy -to - read summary, CDW•G can work with them to provide that as well. Finally, CDWG's account managers help Sourcewell members understand and meet green initiatives. Our sales force will guide Sourcewell members toward solutions with environmentally preferred attributes at the pre -sale stage, and also make this a part of quarterly business reviews so that members are aware of our green offerings. City Council 7 — 51 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 67 Describe your capability to identify third -party With new environmental legislation being proposed at all levels of government, Sourcewell issued eco-labels, ratings or certifications for members require a partner that can help them understand their purchases and remain the equipment or products within your catalog compliant. Eco-labels, ratings, and certifications for solutions in our catalog can be found on related to energy efficiency or conservation, CDWG's website at www.cdwg.com. CDWG can also help Sourcewell members in determining life -cycle design (cradle -to -cradle), or other environmentally preferable solutions through a number of ways, including training our sales green/sustainability factors. force on the changing requirements of environmental legislation at all government levels, and offering solutions that meet the evolving standards associated with the Environmentally Preferable Purchasing Program (EPP) and the IEEE Standard for the Environmental Assessment of Personal Computer Products. 68 Describe your strategy related to the implementation and management of multiple cooperative purchasing contract awards, if applicable. 69 Identify any reseller certification(s) (or similar third -party validation of technical expertise) that your organization has attained, if any. Any reseller that believes it has the size, resources, and capabilities to meet the high standards established in recent years on the Sourcewell contract will in all likelihood hold multiple cooperative agreements. CDWG has partnered with multiple coops for 20 years, and we are proud to say all of our historic partners have grown. Similar to our successful approach in offering competing brands of technology, we have a well -formed group of core coop partnerships that offer different benefits to their membership base. CDWG does its sincere best to provide clear information to customers and help them in choosing both the right technology as well as the right contract for their needs. By working with CDWG's Program Management team who are experts on each contract, our account managers are kept up-to-date on contract benefits and requirements, along with any changes to programs, which they pass along to their customers for a complete procurement picture. Each cooperative has a unique Program Manager to avoid any conflict of interest as the team works on marketing plans together. CDW•G's organizational structure supports this contract specialization, ensuring each contract partner receives the individualized attention it deserves and that allows it to grow and be successful. Sourcewell will have two trusted members of CDW•G's Program Management team who handle all reporting, who are experts on Sourcewell's unique benefits and requirements, and are responsive to Sourcewell's needs. Our strategy is not to pit cooperatives —or technology brands for that matter —against each other, but to have individualized growth plans and objectives. After the evaluation committee has read through our proposal, we hope ours for Sourcewell is clear and inviting. Please remember, as Sourcewell's primary IT contract partner on the current Technology Solutions contract, CDWG has furthered our history of alignment, trust, and accelerated contract adoption. Due to a disciplined organizational strategy, we have collectively grown the Sourcewell contract revenue by 44% over the last 5 years and increased the number of members accessing Sourcewell's CDWG contract by 23%. Keeping a similar alignment in the future, we expect growth to continue from our ongoing dedication to serving Sourcewell's membership at the highest level. Out of respect for the Sourcewell evaluation committee's time, to allow space in your schedules Reseller CDWG has been an Acer America Authorized Reseller for over 17 years, and is curr Apple — Premium Corporate Reseller CDW and Apple have a very successful, established relationship. Apple's Largest Corporate Channel Partner in the US Apple's only reseller with the designation Premium Corporate Reseller We are an Authorize including mobile device management, carrier activations, and application development. Cisco Gold Certified Partner There is no other Cisco Gold Partner in the world that offers CDW' expertise across multiple technologies. - In 2018, CDW achieved the newest of Cisco's Master Specializations, in networking, making CDW the first Cisco channel partner in the Americas to hold all five Master Specializations that Cisco offers. The other Cisco Master Specializations are security, collaboration, data center and hybrid cloud, and cloud and managed services. Master Specializations are Cisco's highest and most exclusive level of partner certification. - At the 2018 Cisco Partner Summit, CDW was recognized as Architectural Excellence Partner of the Year: Security. In addition to this global award, CDW received 13 geography and theater/area awards. Dell EMC Titanium Black Partner In 2017, Dell EMC named CDW a Titanium Black Partner, a n exemplary commitment to Dell EMC. CDW is Dell's #1 Partner Worldwide. CDW is the only channel partner that stocks Dell EMC hardware. CDW has dedicated Dell EMC account managers. HIDE Platinum Business Partner CDW has had a partnership with HP/HPE for the past 30 years. CDW is an HIRE Platinum Partner and was honored with Hewlett Packard Enterprise's 2016 North America Network Service Provider (NSP) Partner of the Year Award at HPE's Global Partner Conference. HP Inc. Platinum Business Partner CDW is an HP Inc. (HPI) Platinum Business Partner and HPI's #1 partner worldwide. We are authorized to sell HP's full suite of products and field a large onsite team that provides expert City Council 7 — 52 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 guidance and support. Lenovo — Largest Global Partner CDW is Lenovo's largest Global Direct Response Channel Partner. Microsoft Gold Certified Partner CDW is a Microsoft Gold Certified Partner, #1 ranked Licensing Solution Provider (LSP) and ESA (Enterprise Software Advisor). CDW is also a Microsoft Software Asset Management (SAM) Partner and an Authorized Direct Reseller (ADR) for Open Value licensing programs in all 50 states and Canada. We are the worldwide leader in Microsoft Enterprise Agreements as well as Server and Cloud Enrollments. CDW ranks as Microsoft's #1 LSP in the following areas: CSP — Cloud Solution Provider Surface ADR — Authorized Device Reseller CDW is one of only a handful of Cloud Solution Providers to work with Microsoft. As a testament to our expertise and differentiation, CDW ranks as Microsoft's #1 LSP in the following areas: Reseller of Microsoft Cloud Solutions Office 365 customers deployed U.S. Partner in Azure Open Value Agreement CDW is an authorized Microsoft National Systems Integrator Partner offering award -winning services around all of Microsoft's key solution areas. CDW is one of only a handful of Cloud Solution Providers to work with Microsoft. At the individual level, CDW•G coworkers hold nearly 6,700 technical certifications, with the highest number for leading OEMs such as Cisco, Microsoft, and Dell EMC. Cisco. CDW has over 1,700 Cisco -certified presales engineers, technical specialists, solution architects, and professional services engineers who are available to provide expert guidance and support. We hold over 90 Cisco Expert certifications. CDW has the highly qualified resources to stay current with Cisco technologies and continue to meet the standards for all of our specializations. CDW has almost 1,900 Cisco certified presales engineers, technical specialists, solution architects, and professional services engineers who are available to provide expert guidance and support. Certifications include: —100 CCIE/CCDE (includes 1 Quintuple, 6 Triple, 16 Double) —350 Cisco Certified Professionals (CCNP/CCDP/CCSP/CCVP/CCIP) —650 Cisco Certified Associates (CCNA/CCDA) —700 Cisco Certified Sales Experts Microsoft. As a testament to our expertise and differentiation, we have approximately 300 Microsoft -focused engineers, technical specialists, presales consultants, and project managers dedicated exclusively to our customers' Microsoft engagements. Our team has completed more than 6,000 Microsoft services engagements and 750 joint Microsoft-CDW engagements to date. Dell EMC. We have the following certified Dell-EMC engineers at CDW•G —40 EMC certified technology architects —10 Dell EMC Enterprise technical pre -sales specialists —10 Dell EMC client solution specialists —10 EMC certified cloud architects 1 EMC certified data scientist —10 EMC certified implementation engineers One of the reasons we've been so successful in receiving technical certifications and validation from our partners is through organizational investment. CDW employs a dedicated vendor accreditations coordinator (VAC) who takes responsibility for monitoring coworkers' technical and vendor sales certifications in line with our manufacturer partner accreditations. The VAC is part of our Vendor Alliances department, which comprises Vendor Managers for all major hardware manufacturers including HPE/I, Dell, IBM, Lenovo, HDS, Cisco, NetApp, and EMC. We have the highest -level reseller partnerships (Platinum or Gold) with these vendors, which are usually contingent on CDW maintaining minimum numbers of accredited resources at all levels from sales, pre -sales, field and systems engineer to architect. However, we tend to exceed these. Four CCIEs are required for a company to maintain its Cisco Gold Certified Partner status. CDW has more than 10x the required number with 63 CCIEs in our company. Each of the partner vendors has designated an Account Manager and Systems Engineer to CDW, who communicates product developments to our Vendor Managers, as well as the associated technical training courses available. Some vendors also have Partner Education Managers specializing in training and certification guidance for CDW. The Vendor Managers then work with the VAC to identify the staff impacted by the development and make bookings for training and exams. Finally, CDWG has coworkers that hold various levels of project management related certifications including the following. Certification: American Society for Quality - Certified Six Sigma Green Belt Certification: CCIE Certification: CCNP/CCDP Certification: Certified ScrumMaster (CSM) Certification: Cisco Telepresence PM Certification Certification: CISSP Certification: CSM Certification: CSM (Certified Scrum Master} Certification: ITIL Foundation Certification: ITIL Foundation Certification: ITIL Foundation City Council 1 7 — 53 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Certification: ITIL Foundation, MBA Certification: ITIL Practitioner Certification: ITIL Service Operation Certification: Lean Six Sigma Black Belt Certification: Master Certificate in Project Management Certification: Master of Science in Project Management Certification: MBA Certification: MCSE Certification: PMI CAPM Certification: PMI PgMP Certification: PMI PMP Certification: PMI-RMP Certification: Project + Certification: Six Sigma Yellow Belt Certification: Six Sigma Black Belt Certification: Six Sigma DMAIC Green Belt 70 Summarize your current approach to serving Sot Currently, we serve Members in each vertical with a specialized sales team dedicated to for- profit) and plans to grow utilization of your similarly situated accounts (government, education, or not -for -profit) to promote familiarity with the common technology trends for each vertical as well as gain expertise in handling various regulations or contracting norms for that part of the Member base. In addition to the specialized sales team, we segment our marketing along these verticals —creating special landing pages on cdwg.com and publishing magazines for each vertical, such as www.EdTechMagazine.com to give focus to the discreet issues facing Members which might be solved by technology. This platform has been a valuable resource for feedback to CDWG from the community we serve; though we obviously need to feature some advertisement to fund the investment, we try to keep that activity to a minimum to showcase the message of solutions in the forefront. We intend to continue our sales team segmentation approach to serving Members because it w us closer to the customer, increases understanding of their unique challenges and amplifies our Additionally, CDWG is experiencing a transformation from a VAR into a solutions provider including robust services to compliment the products we have traditionally sold and enable better outcomes through a completely implemented and supported solution. Our logistics capabilities remain top-notch and we do not intend to cede any ground to the competition on our unmatched reputation for smooth transactions and reliable delivery. We are building atop that foundation with the same intense focus on bringing exceptional value, reliability and customer -focus to the service portfolio as it expands. Engineering talent will continue to mostly be arranged by technology —a wireless network requires deep understanding of the nuances of the connectivity and access point specifications for number of users, area served, materials used in the building —less knowledge about the customer segment. Our design specialists are trained to surface segment specific considerations, while the engineers maintain their expertise in the technology itself. Specific to the growth of Sourcewell, CDWG will continue to work closely with Sourcewell to present the Sourcewell contract to new Members as an alternative to going through a time and resource -consuming RFP process. As demonstrated in the past, CDWG can customize the Sourcewell agreement to meet the unique needs of each customer vertical. For example, we onboarded AWS with customer specific terms and conditions for K-12 Education. And we will work with Sourcewell to identify low -spend CDWG customers that have successfully adopted other Sourcewell contracts. We've begun efforts like this before, and feel we have a good blueprint for CDWG to build a plan with Sourcewell and leverage other Sourcewell contract partners, such as Grainger, to increase the number of members accessing the technology contract. CDWG will reciprocate efforts with any non -competing Sourcewell contract partner to maximize Sourcewell's overall contract adoption, regardless of commodity. Exceptions to Terms, Conditions, or Specifications Form Only those Proposer Exceptions to Terms, Conditions, or Specifications that have been accepted by Sourcewell have been incorporated into the contract text. City Council 7 — 54 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Documents Ensure your submission document(s) conforms to the following: 1. Documents in PDF format are preferred. Documents in Word, Excel, or compatible formats may also be provided. 2. Documents should NOT have a security password, as Sourcewell may not be able to open the file. It is your sole responsibility to ensure that the uploaded document(s) are not either defective, corrupted or blank and that the documents can be opened and viewed by Sourcewell. 3. Sourcewell may reject any response where any document(s) cannot be opened and viewed by Sourcewell. 4. If you need to upload more than one (1) document for a single item, you should combine the documents into one zipped file. If the zipped file contains more than one (1) document, ensure each document is named, in relation to the submission format item responding to. For example, if responding to the Marketing Plan category save the document as"Marketing Plan." • Financial Strength and Stability - Financial Strength and Stability.zip - Tuesday August 13, 2019 07:37:56 • Marketing Plan/Samples - Marketing Plan Samples.zip - Tuesday August 13, 2019 07:38:08 • WMBE/MBE/SBEor Related Certificates -WMBEMBSBEorRelated Certificates _CDWQNALetter.pdf-TuesdayAugust13,201907:38:18 • Warranty Information - Warranty Information.zip - Tuesday August 13, 2019 07:38:32 • Pricing - Pricing.zip - Tuesday August 13, 2019 10:00:57 • Supplemental Pricing Documentation (if needed) - Supplemental Pricing Documentation.zip -Tuesday August 13, 2019 10:10:00 • Additional Document -Additional Documentation.zip - Tuesday August 13, 2019 11:47:45 City Council 7 — 55 12/6/2022 DocuSign Envelope ID: FA12C758-3EF4-45F3-BODF-724674D71270 Proposers Assurance of Comp PROPOSER ASSURANCE OF COMPLIANCE PROPOSER'S AFFIDAVIT The undersigned, authorized representative of the entity submitting the foregoing proposal (the "Proposer"), swears that the following statements are true to the best of his or her knowledge. 1. The Proposer is submitting its proposal under its true and correct name, the Proposer has been properly originated and legally exists in good standing in its state of residence, the Proposer possesses, orwill possess before delivering any products and related services, all applicable licenses necessary for such delivery to Sourcewell member agencies. The undersigned affirms that he or she is authorized to act on behalf of, and to legally bind the Proposer to the terms in this Contract. 2. The Proposer, or any person representing the Proposer, has not directly or indirectly entered into any agreement or arrangement with any other vendor or supplier, any official or employee of Sourcewell, or any person, firm, or corporation under contract with Sourcewell, in an effort to influence the pricing, terms, or conditions relating to this RFP in any way that adversely affects the free and open competition for a Contract award under this RFP. 3. The contents of the Proposer's proposal have not been communicated by the Proposer or its employees or agents to any person not an employee or agent of the Proposer and will not be communicated to any such persons prior to the official opening of the proposals. 4. The Proposer has examined and understands the terms, conditions, scope, contract opportunity, specifications request, and other documents in this solicitation and affirms that any and all exceptions have been noted and included with the Proposers Proposal. 5. The Proposer will, if awarded a Contract, provide to Sourcewell Members the /products and services in accordance with the terms, conditions, and scope of this RFP, with the Proposer -offered specifications, and with the other documents in this solicitation. 6. The Proposer agrees to deliver products and services through valid contracts, purchase orders, or means that are acceptable to Sourcewell Members. Unless otherwise agreed to, the Proposer must provide only new and first -quality products and related services to Sourcewell Members under an awarded Contract. 7. The Proposer will comply with all applicable provisions of federal, state, and local laws, regulations, rules, and orders. 8. The Proposer understands that Sourcewell will reject RFP proposals that are marked "confidential" (or "nonpublic," etc.), either substantially or in their entirety. Under Minnesota Statute §13.591, Subd. 4, all proposals are considered nonpublic data until the evaluation is complete and a Contract is awarded. At that point, proposals generally become public data. Minnesota Statute §13.37 permits only certain narrowly defined data to be considered a "trade secret," and thus nonpublic data under Minnesota's Data Practices Act. The Proposer understands that it is the Proposer's duty to protect information that it considers nonpublic, and it agrees to defend and indemnify Sourcewell for reasonable measures that Sourcewell takes to uphold such a data designation. A By checking this box I acknowledge that I am bound by the terms of the Proposer's Affidavit, have the legal authority to submit this Proposal on behalf of the Proposer, and that this electronic acknowledgment has the same legal effect, validity, and enforceability as if I had hand signed the Proposal. This signature will not be denied such legal effect, validity, or enforceability solely because an electronic signature or electronic record was used in its formation. - Robert Kirby, President, CDW Government LLC The Proposer declares that there is an actual or potential Conflict of Interest relating to the preparation of its submission, and/or the Proposer foresees an actual or potential Conflict of Interest in performing the contractual obligations contemplated in the bid. r Yes r. No The Bidder acknowledges and agrees that the addendum/addenda below form part of the Bid Document. Check the box in the column " I have reviewed this addendum" below to acknowledge each of the addenda. City Council 7 — 56 12/6/2022 DocuSign Envelope ID: AEDECB71-DB3E-4A49-9A3B-2200553AF707 AMENDMENT#1 TO SOURCEWELL CONTRACT #081419-CDW This Amendment is by and between Sourcewell (Sourcewell) and CDW Government LLC (Vendor). Sourcewell and Vendor will be collectively known hereinafter as "Parties." Vendor was awarded a Sourcewell Contract for Technology Catalog Solutions effective December 1, 2019, relating to the provision of services by Vendor and to Sourcewell and its Members. The parties agree that certain terms within the Agreement shall be updated and amended and only to the extent as hereunder provided. In consideration of the mutual covenants and agreements described in this Amendment, the parties agree as follows: This Amendment is effective upon the date of the last signature below. 2. Article 8 B. Administrative Fee is amended to add, "Upon written request of Vendor, Sourcewell will consider a reduction in Administrative Fees. The following Administrative Fee Reductions are approved through this amendment and remain in effect through the term of this Contract: Affected Member: Approved Administrative Fee Reduction Through the Term of this Contract: National Sheriff's Association, Alexandria, Virginia 0.25% State of Ohio Department Administrative Services 0.25% Suffolk County Community College, New York 0.25% Mansfield, Texas Independent School District 0.50% All Florida State Universities Statewide 0.50% University of Idaho 0.50% All K-12 and HED in New York State 0.50% University of Oregon 0.50% All Oklahoma State Universities Statewide 0.50% Tarrant County College District, Texas 0.50% University of Maryland 0.50% 3. Notwithstanding the above, for all Sourcewell members, the Administrative Fee for Software shall be 0.25% and there shall be no fee for Chromebook hardware and Google Chrome License. City Council 7 — 57 12/6/2022 DocuSign Envelope ID: AEDECB71-DB3E-4A49-9A3B-2200553AF707 4. The Agreement and any previous amendments are incorporated into this Amendment by reference. Except as amended by this Amendment, the Agreement remains in full force and effect. Sourcewell DocuSigned by: By. Sc(AWa f'� Autho.._ COFD2A139D06489... Jeremy Schwartz Name — Printed CDW Government LLC DocuSigned by: Autho_ __ 7BE3F6B21781400... Robert F Kirby Name — Printed Title: Director of Operations & Procurement/CPO Title: President, CDW Government LLC Date: 2/25/2020 1 8:56 PM CST APPROVED: DocuSigneed� by: By. C,u Autho.._ 7E42BSF817A64CC... Chad Coauette Name — Printed Title: Executive Director/CEO Date: 2/25/2020 1 9:00 PM CST Date:2/25/2020 1 11:27 AM CST City Council 7 — 58 12/6/ E of z Public Works Agency www.santa-ana.org/pw Item # 8 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Amend Blanket Purchase Order for Plumbing Services AGENDA TITLE Amend the Blanket Order Contract with Horizons Construction Co.. Pro -Craft Construction, Inc., and Verne's Plumbing for Plumbing Services by Increasing it to an Annual Aggregate Amount Not to Exceed $370,000 for the Remainder of the Contract Term. (Specification No. 20-118) (General and Non -General Fund) RECOMMENDED ACTION Authorize an amendment to the blanket purchase order contracts with Horizons Construction Co., Pro -Craft Construction, Inc., and Verne's Plumbing for plumbing services to increase the annual amount by $165,000, for a revised annual aggregate amount not to exceed $370,000, for the remainder of the current one-year term expiring September 30, 2023, and two one-year renewal periods, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION On October 20, 2020, at the conclusion of a competitive bidding process, the City Council approved blanket purchase order contracts with Horizons Construction Co., Pro -Craft Construction, Inc., and Verne's Plumbing for a two-year period from October 1, 2020 to September 30, 2022, with provisions for three one-year renewal options. The services provided through these contracts are used by various City departments for general plumbing repairs, modifications, and renovations. With the recent adoption of the City's FY22-23 budget, the City Council approved an additional $2.5 Million for park maintenance. The additional funding will support anticipated plumbing repairs throughout various City parks along with other enhanced services. Due to the age of City facilities and ongoing capital improvement projects, staff recommends increasing the blanket purchase order contracts for plumbing services by an aggregate amount of $165,000, for a revised annual aggregate amount not to exceed $370,000 for the remainder of the agreement term. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. City Council 8-1 12/6/2022 Contracts for Plumbing Services December 6, 2022 Page 2 FISCAL IMPACT Additional funds in the amount of $165,000 are available for expenditure in the current Fiscal Year 2022-23. Funds in the amount of $370,000 will be included in the proposed annual budgets for future years as follows: Fiscal Accounting Fund Accounting Unit, Amount Year Unit -Account # Description Account Description Renewal Options Three 1-Year Term Parks Recreation 01113220-62300 General Fund Community Services- 26,250 Zoo, Contract Services -Professional PWA-Park Service 01117652-62320 General Fund Enhancement,Maintenance & Repair 112,500 Buildings & Ground Civic Center 2022-23 07417655-62320 Civic Center Maintenance, 7,500 Oct -June Maintenance Maintenance & Repair Buildings & Ground Sanitary Sewer Sanitary Sewer 05617640-62300 Service Service, Contract 11,250 Services -Professional Water System 06017641-62300 Water Maintenance, 11,250 Contract Services - Professional Regional PWA-SARTC 06717650-62320 Transportation Operations,Maintenance & Repair 11,250 Center Buildings & Ground Building Building Maintenance, 07317100-62300 Maintenance Contract Services- 75,000 Professional Building & Facility, 01114403-62300 General Fund Contract Services- 22,500 Professional Subtotal: 277,500 Parks Recreation 01113220-62300 General Fund Community Services- 35,000 Zoo, Contract Services -Professional 01117652-62320 General Fund PWA-Park ServiceEnhancement, 150,000 City Council 8-2 12/6/2022 Contracts for Plumbing Services December 6, 2022 Page 3 Fiscal Accounting Fund Accounting Unit, Amount Year Unit -Account # Description Account Description Maintenance & Repair Buildings & Ground Civic Center 2023-24 07417655-62320 Civic Center Maintenance, 10,000 Jul -Jun Maintenance Maintenance & Repair Buildings & Ground Sanitary Sewer Sanitary Sewer 05617640-62300 Service Service, Contract 15,000 Services -Professional Water System 06017641-62300 Water Maintenance, 15,000 Contract Services - Professional Regional PWA-SARTC 06717650-62320 Transportation Operations,Maintenance 15,000 Center & Repair Buildings & Ground Building Building Maintenance, 07317100-62300 Maintenance Contract Services- 100,000 Professional Building & Facility, 01114403-62300 General Fund Contract Services- 30,000 Professional Subtotal: 370,000 Parks Recreation 01113220-62300 General Fund Community Services- 35,000 Zoo, Contract Services -Professional PWA-Park Service 01117652-62320 General Fund Enhancement,Maintenance & Repair 150,000 Buildings & Ground Civic Center 2024-25 07417655-62320 Civic Center Maintenance, 10,000 Jul -Jun Maintenance Maintenance & Repair Buildings & Ground Sanitary Sewer Sanitary Sewer 05617640-62300 Service Service, Contract 15,000 Services -Professional 06017641-62300 Water Water System 15,000 Maintenance, City Council 8-3 12/6/2022 Contracts for Plumbing Services December 6, 2022 Page 4 Fiscal Accounting Fund Accounting Unit, Amount Year Unit -Account # Description Account Description Contract Services - Professional Regional PWA-SARTC 06717650-62320 Transportation Operations, Maintenance & Repair 15,000 Center Buildings & Ground Building Building Maintenance, 07317100-62300 Maintenance Contract Services- 100,000 Professional Building & Facility, 01114403-62300 General Fund Contract Services- 30,000 Professional Subtotal: 370,000 Parks Recreation 01113220-62300 General Fund Community Services- 8,750 Zoo, Contract Services -Professional PWA-Park Service 01117652-62320 General Fund Enhancement,Maintenance & Repair 37,500 Buildings & Ground Civic Center 2025-26 07417655-62320 Civic Center Maintenance, 2,500 Jul -Sep Maintenance Maintenance & Repair Buildings & Ground Sanitary Sewer Sanitary Sewer 05617640-62300 Service Service, Contract 3,750 Services -Professional Water System 06017641-62300 Water Maintenance, 3,750 Contract Services - Professional Regional PWA-SARTC 06717650-62320 Transportation Operations,Maintenance 3,750 Center & Repair Buildings & Ground Building Building Maintenance, 07317100-62300 Maintenance Contract Services- 25,000 Professional Building & Facility, 01114403-62300 General Fund Contract Services- 7,500 Professional City Council 8-4 12/6/2022 Contracts for Plumbing Services December 6, 2022 Page 5 Fiscal Year Accounting Unit -Account # Fund Description Accounting Unit, Account Description Amount Subtotal: 92,5000 Total: $ 1,110,000 Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 8-5 12/6/2022 Public Works Agency www.santa-ana.org/pw Item # 9 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Blanket Order Contracts for Vehicle Tires AGENDA TITLE Award Blanket Order Contracts to Daniels Tire Service and Parkhouse Tire, Inc. for Vehicle Tires in the Annual Aggregate Amount of $200,000, for a One -Year Term with Four, One -Year Renewal Options (Specification No. 22-157) (Non -General Fund) RECOMMENDED ACTION Award blanket order contracts to Daniels Tire Service and Parkhouse Tire, Inc. for vehicle tires for a one-year period beginning December 6, 2022 and expiring December 5, 2023, with provisions for four, one-year renewals, in an annual aggregate amount not to exceed $200,000, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The Public Works Agency's Fleet Maintenance Division is responsible for the acquisition, maintenance, repair, and replacement of all City vehicles, trucks, and maintenance equipment. The City has a total fleet of 700 vehicles and equipment that require routine tire replacement to ensure driver safety, fuel efficiency, and proper vehicle upkeep. The various City vehicles utilize a large variety of tires selected to best suit each vehicle's demand and to meet manufacturer's recommendations. The Santa Ana Ordinance No. NS-2312 authorizes the City to utilize purchase against contracts from any public agency employing a competitive bid process. NASPO ValuePoint has awarded contracts for Bridgestone Americas Tire Operation, LLC. — contract #MA19102, and The Goodyear Tire & Rubber Company — Contract #MA19101. Daniels Tire Service is an authorized reseller offering the NASPO ValuePoint for The Goodyear Tire & Rubber Company contract. Parkhouse Tire, Inc. is an authorized reseller offering the NASPO ValuePoint for the Bridgestone Americas Tire Operation contract. Utilizing the contracts through both vendors will ensure immediate access and availability to the tires required. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. City Council 9-1 12/6/2022 Blanket Order Contracts for Vehicle Tires December 6, 2022 Page 2 FISCAL IMPACT Funds are available in the Public Works Agency Fleet Maintenance Equipment Maintenance/Garage Operation account for the current Fiscal Year 2022-2023 and charged back to the various operating departments through monthly vehicle rental charges. Subsequent funding for the remainder of the first year of the contract and the four one-year renewal options, if exercised, will be budgeted and made available. Fiscal Accounting Fund Accounting Unit, Year Unit -Account # Description Account Amount Description 2022-23 07517100- EQUIP MAINT- Maintenance & (Dec -Jun) 62322 GARAGE Repair Machinery & $117,000 OPERATION Equipment 2023-24 07517100- EQUIP MAINT- Maintenance & (Jul -Jun) 62322 GARAGE Repair Machinery & $200,000 OPERATION Equipment 2024-25 07517100- EQUIP MAINT- Maintenance & (Jul -Jun) 62322 GARAGE Repair Machinery & $200,000 OPERATION Equipment 2026-27 07517100- EQUIP MAINT- Maintenance & (Jul -Jun) 62322 GARAGE Repair Machinery & $200,000 OPERATION Equipment 2027-28 07517100- EQUIP MAINT- Maintenance & (Jul -Dec) 62322 GARAGE Repair Machinery & $83,000 OPERATION Equipment Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 9-2 12/6/2022 Community Development Agency .; santa-ana.org/cd Item # 10 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: New Vouchers and Administrative Fee Funding for the Housing Choice Voucher Program AGENDA TITLE: Approve Appropriation Adjustments Recognizing Housing Assistance Payments and Administrative Funds to Administer New and Existing Vouchers (Non -General Fund) RECOMMENDED ACTION 1. Approve an appropriation adjustment recognizing additional Housing Assistance Payments funds in the amount of $623,708 in the revenue account and appropriating the same amount to the expenditure account to administer 38 new vouchers. Also, recognize an additional $28,500 in Special Administrative Fees in the revenue account to expend the same amount on expenditure account. (Requires five affirmative votes) 2. Approve an appropriation adjustment recognizing additional Foster Youth to Independence Housing Assistance Payments funds in the amount of $376,512 in revenue account and appropriating the same amount to expenditure account to administer 25 new Foster Youth to Independence vouchers. (Requires five affirmative votes) 3. Approve an appropriation adjustment recognizing additional Administrative funds in the amount of $115,500 in the revenue account and appropriating the same amount to the expenditure account to administer 231 existing Mainstream Program Vouchers. (Requires five affirmative votes) DISCUSSION The Housing Authority recently received two (2) awards for new vouchers and an award of additional administrative funds. Combined these new vouchers will provide over $1 million in new funding per year for families pulled off of the 2022 Housing Choice Voucher Program Waiting List and eligible foster youth. The specific information for each award is provided below. Funding for 38 New Vouchers For the appropriation adjustment recognizing additional Housing Assistance Payments ("HAP") funds for 38 new vouchers, the Consolidated Appropriations Act of 2022 City Council 10 — 1 12/6/2022 New Vouchers and Administrative Fee Funding for the Housing Choice Voucher Program December 6, 2022 Page 2 appropriated $200 million for new incremental vouchers pursuant to a method, as determined by the U.S. Department of Housing and Urban Development ("HUD"), which included such factors as a severe cost burden, overcrowding, substandard housing for very low income renters, homelessness, and administrative capacity. Following this formula allocation, the Housing Authority was awarded 38 new vouchers (Exhibit 1). The funding for these vouchers is equal to $623,708 for the first year plus an additional $28,500 in Special Administrative Fees. After the first year, monthly HAP funds and ongoing administrative fee disbursements will be based on actual HAP expenses and leasing reported in the Voucher Management System, respectively. Funding for 25 New FYI Vouchers For the appropriation adjustment recognizing additional HAP funds for 25 new Foster Youth to Independence ("FYI") vouchers, on September 28, 2022, the Housing Authority received an allocation of $376,512 in additional Foster Youth to Independence HAP funds (Exhibit 2) to assist up to 25 additional voucher holders. Through the FYI initiative, HUD will provide HCVs for youth eligible under the Family Unification Program. Through this targeted allocation, HUD is investing in local, cross -system collaborative efforts to prevent and end homelessness among youth with a current or prior history of child welfare involvement. The population eligible to be assisted with this FYI funding are youth certified by the Orange County Social Services Agency as meeting the following conditions: 1. Has attained at least 18 years and not more than 24 years of age; 2. Left foster care, or will leave foster care within 90 days, in accordance with a transition plan described in section 475(5)(H) of the Social Security Act; and 3. Is homeless or is at risk of becoming homeless at age 16 or older. On July 17, 2018, City Council adopted a Memorandum of Understanding with the Orange County Social Services Agency that established a partnership to administer these types of vouchers for youth with a current or prior history of child welfare involvement. All of the 25 youth have already been identified and certified by the Orange County Social Services Agency. Additional Administrative Fees for Mainstream Program Vouchers For the appropriation adjustment recognizing additional Mainstream Program Voucher administrative funding, on April 6, 2022, HUD issued PIH Notice 2022-07 announcing the availability of extraordinary administrative fees to help PHAs ("Public Housing Authorities") lease their Mainstream Program vouchers given the challenges presented by the COVID-19 pandemic. The Housing Authority administers 231 Mainstream Program vouchers for non -elderly people experiencing homelessness with a disability. Mainstream vouchers serve households that include a non -elderly person(s) with disabilities. In recent years, HUD awarded new Mainstream vouchers through the Fiscal Year (FY) 2017 and FY 2019 Mainstream Notices of Funding Availability, and later awarded an additional $75 million of Mainstream vouchers to these PHAs through PIH Notice 2020-09: CARES Act Mainstream Funding for PHAs Awarded Funding Allocations in the 2017 and 2019 Competitions as authorized by the CARES Act. HUD City Council 10 — 2 12/6/2022 New Vouchers and Administrative Fee Funding for the Housing Choice Voucher Program December 6, 2022 Page 3 then made $150 million available for new Mainstream vouchers through PIH Notice 2020-22: Mainstream Vouchers — Non -Competitive Opportunity for Additional Vouchers Authorized by the CARES Act. On July 14, 2022, the Housing Authority submitted an application for extraordinary administrative fees to administer our unleased Mainstream Program vouchers as we prevent, prepare for, and respond to the COVID-19 pandemic, and on August 24, 2022, the Housing Authority received an award of $115,500 in Extraordinary Administrative Fee Funding (Exhibit 3). With these one-time funds, staff will return to City Council to recommend approval of an agreement with a nonprofit organization to administer these funds on behalf of the Housing Authority. The organization will conduct extensive landlord outreach in the private market and provide landlord incentives to increase the availability of rental units and decrease the time involved in the search for an eligible and affordable unit for Mainstream voucher holders. The organization will also provide housing navigators to connect landlords to clients through housing navigation services, and facilitate the lease -up process while ensuring wrap -around service case management services are in place afterwards for the tenants. FISCAL IMPACT Appropriation adjustments will recognize a total of $1,000,220 in HAP revenue account, for 38 new vouchers and 25 new Foster Youth to Independence vouchers. Additionally, $28,500 will be added in Special Administrative Fees and $115,500 will be added in the Mainstream Program Voucher Administrative revenue accounts for the following expenditures: Fiscal Year Accounting Unit- Fund Description Accounting Unit, Amount Account Account Description FY 22-23 13618760-69158 HOUSING AAUPTHORITY- Housing Assist Pmt $623,708 FY 22-23 14018760-various HOUSING AUTHORITY- Administrative funds $28,500 VOUCHERS ADM FY 22-23 13618760-69169 HOUSING AUTHORITY- Foster Youth $376,512 HAP Independence TPV FY 22-23 13918780-various HOUSING AUTHORITY - Administrative funds $115,500 Mainstream 5 Total Expenditures $1,144,220 The expenditure -spending plan is only an estimate and is subject to change. EXHIBIT(S) 1. HUD Award Letter dated September 23, 2022 2. HUD Award Letter dated September 23, 2022 3. HUD Award Letter dated July 29, 2022 City Council 10 — 3 12/6/2022 New Vouchers and Administrative Fee Funding for the Housing Choice Voucher Program December 6, 2022 Page 4 Submitted By: Michael L. Garcia, Executive Director of Community Development Approved By: Kristine Ridge, City Manager City Council 10 — 4 12/6/2022 EXHIBIT 1 -%Mfi4r. U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT WASHINGTON, DC 20410-5000 111111H* � OFFICE OF PUBLIC AND INDIAN HOUSING September 23, 2022 Judson Brown Executive Director HOUSING AUTHORITY OF THE CITY OF SANTA ANA 20 CIVIC CENTER PLAZA SANTA ANA, CA 92701 Dear Executive Director: This is your final award notification for Housing Choice Voucher (HCV) Program vouchers under the Consolidated Appropriations Act 2022 (P.L. 117-103). Based on vouchers that were declined by other housing agencies, the number of vouchers may have increased minimally. Please contact us at NewHCVS(a)hud.gov no later than seven calendar days following the date of this letter if you do not want to accept the additional vouchers. Purpose and Main Activities: The Consolidated Appropriations Act 2022 (P.L. 117-103) appropriated $200 million for new incremental vouchers pursuant to a method, as determined by HUD, which may include a formula that may include such factors as severe cost burden, overcrowding, substandard housing for very low- income renters, homelessness, and administrative capacity. The allocation method is required to include rural and urban areas. These vouchers will increase the authorized vouchers for your PHA, and fees can be used to expedite the leasing of these vouchers. PHAs seeking to use administrative fees to encourage owner participation and leasing of these vouchers, are encouraged to consult PIH Notice 2022-18. https://www.hud.gov/sites/dfiles/PIH/documents/PIH2022-18.pdf. Expected Outcomes. Beneficiaries and Subrecipients: These vouchers will provide housing assistance to approximately 19,300 individuals and/or families eligible under the HCV Program; however, the Act further provides HUD with the discretion to specify additional terms and conditions for the use of these vouchers to ensure that PHAs provide vouchers for use by survivors of domestic violence, or individuals and families who are homeless, as defined in section 103(a) of the McKinney-Vento Homeless Assistance Act (42 U.S.C. 11302(a)), or at risk of homelessness, as defined in section 401(1) of such Act (42 U.S.C. 11360(1)). These funds cannot be sub -awarded The following table provides the details for your agency's Housing Choice Vouchers award: HCV Award --> 38 Housing Assistance Payments Special Fees $623,708 $28,500 Effective: October 1st, 2022 Effective: October 1st, 2022 City Council www.hud.gov esop ankhud.gov 12/6/2022 EXHIBIT 1 Schedule of Obligations and Disbursements: HUD will obligate 12 months (October 2022 — September 2023) of Housing Assistance Payments (HAP) but will only advance three months of monthly HAP beginning in October 2022. Subsequently, monthly HAP and ongoing administrative fee disbursements will be based on actual HAP expenses and leasing reported in the Voucher Management System (VMS), respectively. If your PHA requires additional HAP funds beyond this schedule, please contact your Financial Management Center (FMC) Financial Analyst. In addition, the Department will obligate Special Fees for each individual voucher, from which will advance 100% in a lump sum during the first week in October 2022. Finally, the FMC will provide your agency with an amended Consolidated Annual Contributions Contract (CACC) that reflects the new incremental vouchers and funding. Your agency must follow applicable Housing Choice Voucher (HCV) program requirements, when administering these vouchers, including the regulations at 24 CFR part 982, and operating requirements set forth in PIH Notices 2022-29. For reporting requirement in VMS and FDS, please follow PIH Notice 2021-08 and corresponding REAC Accounting Briefs. These vouchers financial activity will be reported under Assistance Listing 14.871. Should you have questions about this award, please do not hesitate to contact us at NewHCVS(a-)_hud.gov. Sincerely Duii fNsgnedDyLwidkLBastarache Danielle L. Batar DFt CN=Dw6dk•L 6m-•c=US. Reagan I am apo"nq hK doomed Danielle Bastarache Deputy Assistant Secretary for Public Housing and Voucher Programs Enclosure City Council 10 — 6 12/6/2022 EXHIBIT 2 ,t n 7 � Y � 17• IIIII III ��ly c ;�F Y4tiQ U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Financial Management Center 2380 McGee Street, Suite 400 Kansas City, MO 64108-2605 OFFICE OF PUBLIC AND INDIAN HOUSING September 28, 2022 CA093 CITY OF SANTA ANA HSG AUTH 20 CIVIC CENTER PLAZA P.O. BOX 22030 SANTA ANA, CA 92701-2701 Dear Executive Director: SUBJECT: Foster Youth to Independence — Obligation of Assistance FYI Initiative This letter is to notify you that funds have been obligated to provide Foster Youth to Independence (FYI) vouchers to assistance eligible youth identified in the request for assistance submitted to HUD under the requirements of Notice PIH 2O20-28, amended by Notice PIH 2O21-26. As with other new special purpose voucher funding, only three months of funding will be automatically scheduled for disbursement to your agency. Subsequent disbursements will be calculated and scheduled based on expenses reported in the Voucher Management System (VMS) as part of the regular monthly HAP disbursement. The terms of the funding, including the approximate amount of the initial monthly payment, are reflected in the enclosed table. FYI vouchers do not "sunset" like the FYI Tenant Protection Vouchers (TPV) awarded under Notice 2019-18. Public housing agencies (PHAs) should continue to use FYI vouchers awarded under Notice PIH 2O20-28/2021-26 for eligible youth upon turnover. If another eligible youth is not available and the PHA does not anticipate future eligible applicants, the PHA must provide notification to FYI(a_hud.gov and the PHA's respective Financial Management Center (FMC) Financial Analyst. HUD will reduce the PHA's HCV baseline to account for the return of FYI assistance. Individual participants are still subject to the 36-month limit in receiving assistance with the FYI voucher. PHAs must maintain a special program code for FYI participants in line 2n of the Family Report (form HUD-50058) or line 2p of the MTW Family Report (form HUD-50058), as applicable. The special program code is "FYI." As a reminder, PHAs should be responding to the homeless at admission field (line 4C), of the form as well. PHAs should also report the leasing and expense information for these vouchers in the VMS, Form HUD-52681 B. The "Family Unification 2008/Forward — MTW" or "Family Unification — Non MTW" category, as appropriate for your PHA, must be used. Additional program -specific requirements are outlined and clarified in Notice PIH 2O21-26. www.hud.gov espanol.hud.gov City Council 10 — 7 12/6/2022 EXHIBIT 2 ra Enclosed is your executed copy of the notice to amend the Consolidated Annual Contributions Contract (CACC) with revised funding exhibits reflecting the changes described above. The amendment notice and revised funding exhibits should be filed with your most recent executed CACC. Public housing agencies receiving an increment in excess of $100,000 in Budget Authority (BA) are required to submit Form HUD-50071, Certification of Payments to Influence Federal Transactions, and if applicable, Form SF-LLL, Disclosure of Lobbying Activities. If this letter notifies you of a renewal in excess of $100,000, and your PHA has not submitted the Form(s) HUD-50071 (and SF-LLL where applicable) for your current fiscal year; the documents must be submitted to your local field office and Financial Analyst at the Financial Management Center (FMC) within 30 days of the date of this letter. These forms are located on the Internet at the following addresses: Form HUD-50071 https://www.hud.gov/sites/documents/50071.pdf Form SF-LLL //www.hud.aov/sites/documents/19161 SF-LLL.PDF If you have any questions, please contact your Financial Analyst joshua.a.parker@hud.gov. Sincerely, Jennifer D. Marshall. DN:Off =JemtifetD.ftWI0 US .-0 =Fi vdg M*wm*m Cater. OU = kw P mr. Rwwre J*M4Kiwie Md=MtM Jennifer Marshall Division Director Enclosures City Council 10 — 8 12/6/2022 EXHIBIT 2 Increment Number Table Housing Choice Voucher Program U. S. Department of Housing and Urban Developmeni Office of Public and Indian Housing Section 8 Increment Program No. of Units Budget Effective Date Term Approximate Number Funding Authority Monthly Assigned Disbursement CA093VO0255 VO 25 $376,512 10/1/2022 12 $31,376 (The terms of the funding, including the approximate amount of the monthly payment, are reflected in the table above) City Council 10 — 9 12/6/2022 EXHIBIT 2 Consolidated Annual Contributions Contract Housing Choice Voucher Program U.S. Department of Housing and Urban Development Office of Public and Indian Housing Section 8 HUD NOTICE TO HOUSING AGENCY AMENDING CONSOLIDATED ANNUAL CONTRIBUTIONS CONTRACT Housing Agency: CA093 CITY OF SANTA ANA HSG AUTH In accordance with Paragraph 2.c. of the Consolidated Annual Contributions Contract between HUD and the HA, you are notified that the funding exhibits of the Consolidated Annual Contributions Contract is hereby revised to add a new funding increment as provided in the attached revised funding exhibit. (This notice adds one or more funding increments listed on the attached funding exhibit.) The revised funding exhibit is attached to this HUD notice. This revised funding exhibit replaces and revises the prior funding exhibit. In accordance with Paragraph 2.d. of the Consolidated Annual Contributions Contract, this HUD notice and the attached funding exhibit constitutes an amendment to the Consolidated Annual Contributions Contract. United States of America Secretary of Housing and Urban Development Authorized Representative Robert H. Boepple, Director Financial Management Center Date of Document: 9/28/2022 Form HUD-52520A (12/97) City Council 10 — 10 12/6/2022 EXHIBIT 2 U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT PIH SECTION 8 - FUNDING EXHIBIT PROGRAM -BASED ACC NUMBER: CA093 FIELD OFFICE: 9DPH CA093 CITY OF SANTA ANA HSG AUTH 20 CIVIC CENTER PLAZA P.O. BOX 22030 SANTA ANA, CA 92701 HA FISCAL YEAR-END: 06/30 PROGRAM TYPE: HAP -Voucher Program FUNDING FIRST DAY OF LAST DAY OF CONTRACT BUDGET INCREMENT NUMBER TERM TERM TERM AUTHORITY UNITS CA093AF0133 6/1/2020 9/30/2020 4 989,648 N/A CA093AFR220 9/1/2020 9/30/2020 1 36,391 N/A CA093VO0217 6/1/2020 9/30/2020 4 12,160,415 2699 CA093AF0134 10/1/2020 10/31/2020 1 247,412 N/A CA093VO0206 11 /1 /2019 10/31/2020 12 301,811 25 CA093VO0218 10/1/2020 10/31/2020 1 2,984,940 2699 CA093VO0220 11/1/2020 11/30/2020 1 1,127,700 N/A CA093AF0137 11/1/2020 12/31/2020 2 498,894 N/A CA093AF0139 12/1/2020 12/31/2020 1 28,443 N/A CA093AFR320 12/1/2020 12/31/2020 1 1,849 N/A CA093VO0212 3/1/2020 12/31/2020 10 1 100 CA093VO0213 3/1/2020 12/31/2020 10 1 100 CA093VO0214 3/1/2020 12/31/2020 10 1 5 CA093VO0219 11/1/2020 12/31/2020 2 5,969,153 2699 CA093VO0221 12/1/2020 12/31/2020 1 726 N/A CA093VO0225 11/1/2020 12/31/2020 2 1 22 CA093VOPB01 1/1/2020 12/31/2020 12 802,467 75 CA093AF0138 1/1/2021 2/28/2021 2 498,894 N/A CA093VO0226 1/1/2021 2/28/2021 2 6,376,136 2699 CA093AF0140 3/1/2021 3/31/2021 1 376,879 N/A CA093VO0231 3/1/2021 3/31/2021 1 3,196,190 2699 CA093AFR420 4/1/2021 4/30/2021 1 64,570 N/A CA093AF0141 4/1/2021 5/31/2021 2 515,068 N/A CA093VO0232 4/1/2021 5/31/2021 2 6,416,114 2699 CA093AF0142 6/1/2021 9/30/2021 4 1,036,092 N/A CA093AF0144 9/1/2021 9/30/2021 1 84,017 N/A CA093AF0145 9/1/2021 9/30/2021 1 84,017 N/A CA093AFR221 9/1/2021 9/30/2021 1 47,351 N/A CA093VO0234 6/1/2021 9/30/2021 4 13,066,437 2699 City Council 10 —11 12/6/2022 EXHIBIT 2 Page 2 FUNDING FIRST DAY OF LAST DAY OF CONTRACT BUDGET INCREMENT NUMBER TERM TERM TERM AUTHORITY UNITS CA093VOPR20 9/1/2021 9/30/2021 1 80,388 N/A CA093AF0143 10/1/2021 10/31/2021 1 259,023 N/A CA093VO0235 10/1/2021 10/31/2021 1 3,228,320 2699 CA093AF0147 11/1/2021 11/30/2021 1 217,884 N/A CA093VO0236 11/1/2021 11/30/2021 1 3,228,323 2699 CA093AF0148 12/1/2021 12/31/2021 1 217,884 N/A CA093VO0227 1 /1 /2021 12/31/2021 12 1 100 CA093VO0228 1 /1 /2021 12/31/2021 12 1 100 CA093VO0229 1 /1 /2021 12/31/2021 12 1 5 CA093VO0230 1 /1 /2021 12/31/2021 12 1 75 CA093VO0233 1 /1 /2021 12/31/2021 12 1 22 CA093VO0237 12/1/2021 12/31/2021 1 3,228,323 2699 CA093VO0247 12/1/2021 12/31/2021 1 47,248 N/A CA093VO0238 1/1/2022 1/31/2022 1 3,349,016 2699 CA093AF0149 1/1/2022 2/28/2022 2 601,494 N/A CA093VO0239 2/1/2022 2/28/2022 1 2,561,064 2699 CA093VO0240 2/1/2022 2/28/2022 1 787,952 N/A CA093AF0150 3/1/2022 3/31/2022 1 300,747 N/A CA093AFR321 3/1/2022 3/31/2022 1 69,531 N/A CA093VO0222 4/1/2021 3/31/2022 12 344,259 25 CA093VO0245 3/1/2022 3/31/2022 1 3,349,016 2699 CA093AF0151 4/1/2022 4/30/2022 1 293,659 N/A CA093VO0246 4/1/2022 4/30/2022 1 2,981,408 2699 CA093VO0248 4/1/2022 4/30/2022 1 435,684 N/A CA093VOPR21 4/1/2022 4/30/2022 1 110,162 N/A CA093AF0152 5/1/2022 5/31/2022 1 293,659 N/A CA093AFR421 5/1/2022 5/31/2022 1 213,399 N/A CA093VO0251 5/1/2022 5/31/2022 1 3,451,783 2699 CA093AF0153 6/1/2022 9/30/2022 4 1,220,404 N/A CA093AFR122 9/1/2022 9/30/2022 1 78,583 N/A CA093VO0252 6/1/2022 9/30/2022 4 13,347,397 2699 CA093AF0154 10/1/2022 10/31/2022 1 305,101 N/A CA093AF0155 10/1/2022 10/31/2022 1 28,500 N/A CA093VO0253 10/1/2022 10/31/2022 1 3,374,832 2699 CA093VO0241 1/1/2022 12/31 /2022 12 1 100 CA093VO0242 1/1/2022 12/31 /2022 12 1 100 CA093VO0243 1/1/2022 12/31 /2022 12 1 5 CA093VO0244 1/1/2022 12/31 /2022 12 1 75 CA093VO0249 4/1/2022 12/31/2022 9 1 25 CA093VO0250 1/1/2022 12/31 /2022 12 1 21 City Council 12/6/2022 10 — 12 EXHIBIT 2 FUNDING INCREMENT NUMBER CA093VO0254 CA093VO0255 FIRST DAY OF LAST DAY OF CONTRACT TERM TERM TERM 10/1/2022 9/30/2023 12 10/1/2022 9/30/2023 12 Page 3 BUDGET AUTHORITY UNITS 623,708 38 376,512 25 City Council 10 — 13 12/6/2022 EXHIBIT 3 ImN r�. U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT s f'a WASHINGTON, DC 20410-5000 x #v nFyq OFFICE OF PUBLIC AND INDIAN HOUSING July 29, 2022 CA093 HOUSING AUTHORITY OF THE CITY OF SANTA ANA 20 CIVIC CENTER PLAZA P.O. BOX 22030 SANTA ANA, CA 92701 Dear Executive Director: I am pleased to notify you that your public housing agency (PHA) is eligible for new Mainstream vouchers and funding as authorized by the Coronavirus Aid, Relief, and Economic Security Act (CARES Act) (Public Law 116-136). The CARES Act provided that the Department of Housing and Urban Development (HUD) allocate additional vouchers to PHAs non -competitively to help them prevent, prepare for, and respond to coronavirus in their communities. Your PHA submitted an application requesting Mainstream vouchers using the criteria identified in PIH Notice 2022-07: `Mainstream Vouchers — Non -Competitive Opportunity for Additional Vouchers Authorized by the CARES Act and Extraordinary Administrative Funding. https://www.hud.gov/sites/dflles/PIH/documents/PIH2O22-07.pdf The enclosed table (see last page) shows the number of units and the budget authority awarded. The default effective date of your award will be September 1, 2022, unless you contact your Financial Analyst at the Financial Management Center (FMC) by August 12, 2022, to request an alternative effective date. Your effective date may be the first of any month beginning July 2022 through November 2022. Please remember, as with the regular voucher program, the awarded budget authority and number of units both serve as a cap. Your agency may only lease until you have reached the lower of your budget authority or number of units allocated. If you have money left but you have leased all the awarded units, this extra funding will go into your agency's Mainstream Housing Assistance Payment (HAP) reserves. If you are on track to spend all of the awarded funding but still have units left, you must manage your funds in a responsible manner that will not result in a shortfall. The FMC will provide your agency with an amended Annual Contributions Contract that reflects the obligation of funds and monthly disbursements amount to be scheduled. Initially, the first three months of disbursements will be automatically scheduled. Each disbursement will equal 1/12th of your award amount. Thereafter, monthly disbursements will be scheduled based on monthly Mainstream expenses reported in the Voucher Management System (VMS). If you have not leased any vouchers by month three, you will not receive additional disbursements until VMS data shows you are incurring HAP expenses. If at any time such disbursements are not sufficient to cover your monthly expenses, your agency should contact your Financial Analyst at the FMC. City Council www.hud.gov 1 Q§p-A l.hud.gov 12/6/2022 EXHIBIT 3 Your agency must follow all HCV program requirements when administering the Mainstream Voucher Program, including the regulations at 24 CFR part 982, and the requirements in PIH Notice 2022-07 and PIH Notice 2020-01: Revised Policies and Procedures for the Mainstream Voucher Program. Your PHA is required to follow relevant statutes, regulations, and HUD guidance. https://www.hud.gov/sites/dflles/PIH/documents/PIH-2020-Ol.pdf To ensure that Mainstream families are recorded properly, you must record MS5 on line 2n of the form HUD-50058 (Family Report). Remember to accurately record families who are homeless at admission on line 4c of the HUD-50058. Mainstream vouchers and corresponding HAP expenses must also be accurately reported in VMS. The Mainstream Voucher Program is reported separately in FASS-PH under the CFDA code 14.879. Additional information regarding the Mainstream Voucher Program can be found at: https://www.hud.gov/program offices/public indian housing/programs/hcv/mainstream. Please contact MainstreamVouchers@hud.gov if you have any questions. Sincerely 0i il� signed by 08nrtre L SasWad* Danielle �� pp + } r c+ p DN: ON = Dmielle L ByArache. C = 0. Ci � i Gi 1 1 5� G .. ReawrrIsmspprabiglhiadmunut Danielle Bastarache Deputy Assistant Secretary for Public Housing and Voucher Programs City Council 10 — 15 12/6/2022 EXHIBIT 3 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT WASHINGTON, DC 20410-5000 OFFICE OF PUBLIC AND INDIAN HOUSING Number of Vouchers Voucher Funding Extraordinary Administrative Fee Funding 0 $0 $115,500 City Council 10 — 16 12/6/2022 Library www.santa-ana.org/library Item # 11 o`7, City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: FY 22-23 Zip Books Program Grant AGENDA TITLE: Approve an Agreement and Appropriation Adjustment Recognizing Grant Revenue in an amount not to exceed $9,928 for the California State Library for the Zip Books Program RECOMMENDED ACTION 1. Authorize the Library Services Director to execute a Grant Agreement via DocuSign, accepting grant funds in the amount of $9,928 for the Zip Books Program, subject to non -substantive changes approved by the City Manager and City Attorney. 2. Approve an appropriation adjustment to recognize $9,928 in grant revenue from the California State Library and appropriate $9,928 into the corresponding expenditure account to implement the program. (Requires five affirmative votes) DISCUSSION The Santa Ana Public Library was awarded a grant in the amount of $9,928 by the California State Library for its Zip Books Program. The Zip Books Program is an alternative model for a interlibrary loan service that bridges the gap between a library's regular collection development practice and a home delivery service. The purpose of the program is to 1) provide patrons with speedy access to books they might not otherwise be able to access through the library; and 2) offer a patron -driven collection development approach to a library's usual process, resulting in a collection more closely matched to local community needs. Under the program, Santa Ana Public Library patrons can request books and audiobooks that the Library does not currently have in its collection. The Library will orders the books from Amazon, the grant's preferred vendor, and the books will then be shipped directly to the patron. Patrons return the books to the Library at the end of the loan period and the books are added to the Library's collection. City Council 11 — 1 12/6/2022 FY 22-23 Zip Books Program Grant December 6, 2022 Page 2 The grant funds must be fully expended by June 30, 2023. There is no match requirement for the grant. The California State Library has requested the City submit the application via the online signature and agreement platform, DocuSign. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT An appropriation adjustment to recognize revenue and appropriate funds to the respective accounts is shown below: Fiscal Year Accounting Unit — Account Number Fund Description Accounting Unit, Account Description Amount State Public Library FY 22-23 15211002-52025 Grant -Direct Grant Revenue — $9,928.00 State Grants -Direct Public Library Grant FY 22-23 15211150-63001 Public Library Miscellaneous $9 928.00 Grant Fund Operating Expenses EXHIBIT(S) 1. Grant Agreement (for reference only) Submitted By: Brian Sternberg, Executive Director of Library Services Approved By: Kristine Ridge, City Manager City Council 11 — 2 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 L41CALIFORNIA IISTATE LIBRARY 10/03/2022 Brian Sternberg, Library Services Director Santa Ana Public Library 26 Civic Center Plaza Santa Ana, CA 92701 Subject: Zip Books Project (ZIP22-68) Dear Mr. Sternberg: We are pleased to approve the grant application for the Zip Books Project for a total of $9,928 in California Library Services Act funds to purchase books and prime membership. Hard copies of this correspondence will not follow. Keep the entirety of the correspondence for your files and consider these award materials your original documents. For more information, please refer to the Zip Book Guidelines located on the State Library website. Upon receipt of a completed claim form that is free of errors or inaccurate information, the State Library processes it for routing to the Office of the State Controller which ultimately issues the check. The total time for the claim form to be processed, routed, payment issued, and mailed can be up to eight weeks, but is often a shorter timeframe. If you still have not received payment after eight weeks, please contact your grant monitor. The Grant Monitor assigned to your project is Monica Rivas. She is available to assist you throughout the year and she can be reached via email at monica.rivas@library.ca.gov. Please stay in touch with your Grant Monitor throughout the award period. Read the enclosed award packet thoroughly and contact your Grant Monitor if you have any questions. Best wishes for a successful project. Respectfully yours, E jD{ojc�u(/SSigned by: BDA50981�416... Greg Lucas California State Librarian CC: Monica Rivas, monica.rivas@library.ca.gov Lena Pham, lena.pham@library.ca.gov Cathryn Ramirez, cramirezl0@santa-ana.org Library —Courts Building 916-323-9759 P.O. 049RRq I - gov Sacr An ��,� '67-0001 11 — 3 ww I .gov DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 CALIFORNIA STATE LIBRARY STATE FUNDED GRANTS AWARD AGREEMENT AND CERTIFICATE OF COMPLIANCE City Council 11 — 4 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 I CALIFORNIA STATE LIBRARY TABLE OF CONTENTS PROJECT SUMMARY PROCEDURES AND REQUIRMENTS A. Term of the Agreement B. Scope of Work C. Budget Detail D. Narrative and Financial Reports E. Claim Form and Payment EXHIBIT A: TERMS AND CONDITIONS Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 1 of 29 2 3 3 3 4 5 7 EXHIBIT B: CERTIFICATION AND COMPLIANCE FORM 22 Certification 25 EXHIBIT C: STATE REIMBURSABLE TRAVEL EXPENSES 27 City Council 11 - 5 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 2 of 29 CALIFORNIA STATE LIBRARY PROJECT SUMMARY AWARD AGREEMENT BETWEEN THE STATE LIBRARY and Santa Ana Public Library for the Zip Book Project. AWARD AGREEMENT NUMBER ZIP22-68 This Award Agreement ("Agreement") is entered into upon execution of this agreement by and between the California State Library ("State Library") and Santa Ana Public Library, ("Grantee"). This Award Agreement pertains to Grantee's State -funded Zip Book Project. The Library Development Services Bureau ("LDS") of the State Library administers state and federal funds in the form of awards. The Grantee was selected by the State Library to receive state grant funds in the amount of $9,928 through the process adopted by the State Library in administering such grants. The State Library and the Grantee, for the consideration and under the conditions hereinafter set forth in the Grant Agreement, agree as follows: City Council 11 — 6 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 3 of 29 0CALIFORNIA II STATE LIBRARY PROCEDURES and REQUIREMENTS A. Term of the Agreement The Grant term begins on the date of execution of the Agreement by both parties, until June 30, 2023. If completion of the project occurs prior to the end of the grant period, this will be the end date of the term of this agreement. Grant eligible program expenditures may begin no earlier than the start date. The project period ends on June 30, 2023, and all eligible program costs must be incurred by this date. B. Scope of Work 1. Grantee agrees to perform all activities specifically identified in the Grantee's application and submitted to the State Library in response to the Zip Book Project. 2. The following activities and deliverables to be performed by the Grantee include, but are not limited to the following: • Maintain and keep records of expenditures related to the grant that are consistent with Generally Acceptable Accounting Practices (GAAP). • Make financial records available to the State Library upon request. • Work with the State Library staff to assure that funds are disbursed in compliance with the purpose of the grant. • Prepare and submit required narrative and financial reports. • Procure equipment, and other supplies as needed for the project. • Issue contracts for services, personnel, and consultants as needed for the project. • If applicable, make payments for services, including for hours worked and travel reimbursements, to consultants and contractors. • Oversee the implementation of project activities. C. Budget Detail The State Library shall provide the Grantee funding for the expenses incurred in performing the Scope of Work and activities specified in the Grantee's application. The Grantee shall request the distribution of grant funding consistent with its proposal and the budget worksheet that was included with the application. Under no circumstances shall payments exceed the total grant amount identified in this Agreement. City Council 11 — 7 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 4 of 29 D. Narrative and Financial Reports The Grantee shall be responsible for submission of interim and final narrative and financial reports on the progress and activities of the project, to the California State Library, using the sample report documents provided by the California State Library. 2. All the reports must be current, include all required sections and documents, and must be approved by the Grant Monitor before any payment request can be processed. Failure to comply with the specified reporting requirements may be considered a breach of this Agreement and result in the termination of the Agreement or rejection of the payment request and/or forfeiture by the Grantee of claims for costs incurred that might otherwise have been eligible for grant funding. Any problems or delays must be reported immediately to the Grant Monitor. The financial reports shall reflect the expenditures made by the Grantee under the Agreement and may be incorporated into the same reporting structure as the narrative reports. 3. The reports shall be submitted by the following dates: Reporting Period Report Due Date July - March 1 st Financial and Mid Project Program April 30, 2023 Narrative Report Due April - June Final Financial Report, Expenditure Detail July 31, 2023 Report and Final Program Narrative Report Due 4. Failure to submit timely reports with the appropriate documentation by the due date may result in rejection of the payment request and/or forfeiture by the Grantee of claims for costs incurred that might otherwise have been eligible for grant funding. 5. The Grantee agrees to maintain records and supporting documentation pertaining to the performance of this grant, subject to possible audit for a minimum of five (5) years after final payment date or grant term end date, whichever is later. Please refer to Exhibit A, Terms and Conditions for more information. E. Claim Form and Payment 1. The California State Library shall provide the Grantee payment as outlined in the payment schedule only if all requirements for claiming the funds as outline in this document have been met, and only for those activities and costs specified in the approved award application. City Council 11 - 8 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 5 of 29 2. The Grantee shall complete, sign, and submit Certification of Compliance form (Exhibit B) and the Financial Claim form (included in your award packet), to the California State Library within 14 days of receiving this award packet. These forms will be issued, signed, and submitted using the online signature and agreement platform, DocuSign, unless DocuSign is unallowable or inconsistent with practices and policies of the local jurisdiction. If the use of DocuSign is not acceptable to your organization, please contact your grant monitor regarding alternate options. 3. Any of the sums appearing under the categories in the approved budget may be adjusted with prior authorization from the California State Library Grant Monitor. This would be to increase the allotment with the understanding that there will be corresponding decreases in the other allotments so that the total amount paid by the California State Library to the Grantee under this Agreement shall not exceed the awarded amount, which shall be expended/encumbered during the grant period. 4. If the payment amount made by the California State Library exceeds the actual expenses incurred during the term of this Agreement, as reflected in the financial reports to be filed by the Grantee, the Grantee shall immediately refund the excess payment amount to the California State Library. 5. The Award payments will only be made to the Grantee. It is the Grantee's responsibility to pay all contractors and subcontractors for purchased goods and services. 6. The Final Payment of 10% will be withheld and retained by the California State Library until all conditions agreed upon in this Agreement, including submission and grant monitor approval of the interim and final narrative and financial reports, have been satisfied. (If applicable) 7. Prompt Payment Clause The California State Library will make payments to the Grantee in accordance with the Prompt Payment Clause under Government Code, section 927, et. seq. The Grantee may typically expect payment within 45 days from the date a grant payment request is properly submitted and approved by the Grant Monitor. 8. Budget Contingency Clause a. It is mutually agreed that if the Budget Act of the current fiscal year or any subsequent years covered under this Agreement does not appropriate sufficient funds for the program, this Agreement shall no longer be in full force and effect. In this event, the California State Library shall have no liability to pay any funds whatsoever to the Grantee or to furnish any other considerations under this Agreement and the Grantee shall not be obligated to perform any provisions of this Agreement. City Council 11 — 9 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 6 of 29 b. If funding for any fiscal year is reduced or deleted by the Budget Act for purposes of this Program, the California State Library shall have the option to either cancel this Agreement with no liability occurring to itself or offer an Agreement amendment to the Grantee to reflect the reduced amount. City Council 11 — 10 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 7 of 29 0CALIFORNIA II STATE LIBRARY EXHIBIT A: TERMS and CONDITIONS Accessibility: The State is responsible for ensuring that public websites are accessible to both the general public and state employees, including persons with disabilities. Grantee shall assist the State in meeting its responsibility. Therefore, all project materials generated by state funded programs must meet the California Accessibility Standards. Additionally, all project materials designed, developed, and maintained shall be in compliance with the California Government Code, sections 7405 and 11135, and the Web Content Accessibility Guidelines 2.0, or a subsequent version, as published by the Web Accessibility Initiative of the World Wide Web Consortium at a minimum Level AA success criteria. However, if for some reason project material is not generated to be in compliance to meet these standards, please still submit it to the State Library. When submitting the material make sure to note that the material is not accessible by including "NOT ACCESSIBLE" in the file name. The California State Library reserves the right to post project materials to its website that are in compliance with these standards. 2. Acknowledgment: The State of California and the California State Library shall be acknowledged in all promotional materials and publications related to the Statewide Broadband Services Program. a. Grant award recipients must ensure that the State of California receives full credit as the source of funds and that the California State Library, likewise, is acknowledged as the administrator. b. Publications and information releases about the project must credit the State of California. An appropriate statement for a publication or project press release is: "This [publication/project] was supported in whole or in part by funding provided by the State of California, administered by the California State Library." Grantees must include the above statement in any publications, vehicle wraps, and promotional materials, including websites. If space is limited the State Library logo and the following shortened acknowledgement statement is acceptable: "Funding provided by the State of California." City Council 11 —11 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 8 of 29 c. This credit line on products of a project, such as materials, is important to foster support from the public, and state funding sources. d. California State Library Logo: Use of the California State Library logo, which can be downloaded on the California State Library website, is required on any publication, vehicle wrap, or promotional material along with the above statement(s). e. Photo Documentation: Digital photos are a great way to document the happenings of your project. It is recommended that you use a photo release form when taking photos of the public. You may use your library's photo release form or contact your grant monitor for the State Library's form. 3. Agency In the performance of this Agreement the Grantee and its agents and employees shall act in an independent capacity and not as officers, employees, or agents of the California State Library. The Grantee is solely responsible for all activities supported by the grant. Nothing in this Agreement creates a partnership, agency, joint venture, employment, or any other type of relationship between the parties. The Grantee shall not represent itself as an agent of the California State Library for any purpose and has no authority to bind the State Library in any manner whatsoever. 4. Amendment: No amendment or variation of the terms of this Agreement shall be valid unless made in writing, signed by the parties, and approved as required. No oral understanding or agreement not incorporated into this Agreement is binding on any of the parties. This Agreement may be amended, modified, or augmented by mutual consent of the parties, subject to the requirements and restrictions of this paragraph. 5. Applicable law: The laws of the State of California shall govern all proceedings concerning the validity and operation of this Agreement and the performance of the obligations imposed upon the parties hereunder. The parties hereby waive any right to any other venue. The place where the Agreement is entered into and place where the obligation is incurred is Sacramento County, California. 6. Assignment, Successors, and Assigns: The Grantee may not assign this Agreement or delegate its performance to any third -party person or entity, either in whole or in part, without the California State Library's prior written consent. The provisions of this Agreement shall be binding upon and inure to the benefit of the California State Library, the Grantee, and their respective successors and assigns. 7. Audit and Records Access: The Grantee agrees that the California State Library, the Department of General Services, the State Auditor, or their designated representatives shall have the right to review, audit, inspect and copy any records and supporting documentation pertaining to the performance of this Agreement. The Grantee agrees to maintain such records for possible audit for a minimum of five (5) years after the final payment, or grant term end date, whichever is later, unless a longer period of records retention is stipulated, or until City Council 11 — 12 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 9 of 29 completion of any action and resolution of all issues which may arise as a result of any litigation, dispute, or audit, whichever is later. The Grantee agrees to allow the auditor(s) access to such records during normal business hours and to allow interviews of any employees who might reasonably have information related to such records. Further, the Grantee agrees to include a similar right of the State to audit records and interview staff in any subcontract related to performance of this Agreement. Examples of audit documentation may include, but not limited to, competitive bids, grant amendments, if any, relating to the budget or work plan, copies of any agreements with contractors or subcontractors if utilized, expenditure ledger, payroll register entries, time sheets, personnel expenditure summary form, travel expense log, paid warrants, contracts and change orders, samples of items and materials developed with grant funds, invoices and/or cancelled checks. 8. Authorized Representative: Grantee and the California State Library mutually represent that their authorized representatives have the requisite legal authority to sign on their organization's behalf. 9. Communication: All communications from either party, including an interim check -in at any time during the grant term, shall be directed to the respective grant manager or representative of the California State Library or Grantee. For this purpose, the following contact information is provided below: Santa Ana Public Library Brian Sternberg 26 Civic Center Plaza Santa Ana, CA 92701 bsternberg@santa-ana.org 714-647-5296 California State Library Monica Rivas 900 N Street Sacramento, CA 95814 monica.rivas@library.ca.gov 916-603-7159 10. Confidentiality: Grantee will maintain as confidential any material it receives or produces that is marked Confidential or is inherently confidential or is protected by privilege. Grantee agrees to alert the State Library to this status in advance, and State Library agrees to maintain this status in conformity with the Public Records Act. 11. Contractor and Subcontractors: Nothing contained in this Grant Agreement or otherwise shall create any contractual relation between the State and any contractor or subcontractors, and no contract or subcontract shall relieve the Grantee of his or her responsibilities and obligations hereunder. The Grantee agrees to be as fully responsible to the State for the acts and omissions of its contractors, subcontractors, volunteers, student interns and of persons either directly or indirectly employed by any of them as it is for the acts and omissions of persons directly employed by the Grantee. The Grantee's obligation to pay its City Council 11 — 13 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 10 of 29 contractors and subcontractors is an independent obligation from the State's obligation to make payments to the Grantee. As a result, the State shall have no obligation to pay or to enforce the payment of any monies to any contractor or subcontractor. 12. Copyright: Grantee owns and retains titles to any copyrights or copyrightable material from any original works that it creates within the scope of this Agreement in accordance with the federal Copyright Act. (17 U.S.C. 101, et seq.) Grantee is responsible for obtaining any necessary licenses, permissions, releases, or authorizations to use text, images, or other materials owned, copyrighted, or trademarked by third parties and for extending such licenses, permissions, releases, or authorizations to the California State Library pursuant to this section. Also, the California State Library may upload, post or transmit copyrighted material produced or purchased with grant funds on a California State Library website for public access and viewing. 13. Discharge of Grant Obligations: The Grantee's obligations under this Agreement shall be deemed discharged only upon acceptance of the final report by California State Library. If the Grantee is a non-profit entity, the Grantee's Board of Directors shall accept and certify as accurate the final report prior to its submission to California State Library. 14. Dispute Resolution: In the event of a dispute, Grantee will discuss the problem informally with the Grant Monitor. If unresolved, the Grantee shall file a written "Notice of Dispute" with the State Library Grant Monitor within ten (10) days of discovery of the problem. Within ten (10) days of receipt, the Grant Monitor shall meet with the Grantee for purposes of resolving the dispute. Any dispute arising under the terms of this Agreement which is not disposed of within a reasonable period of time, the Grantee may bring it to the attention of the State Librarian or the designated representative. The decision of the State Librarian or designated representative shall be final. Unless otherwise instructed by the Grant Monitor, the Grantee shall continue with its responsibilities under this Agreement during any dispute. 15. Drug -free Workplace: The Grantee certifies under penalty of perjury under the laws of California, that the Grantee will comply with the requirements of the Drug -Free Workplace Act of 1990 (Gov. Code, § 8350 et. seq.) and will provide a drug -free workplace by taking the following actions: a. Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance is prohibited and specifying actions to be taken against employees for violations. b. Establish a Drug -Free Awareness Program to inform employees about all of the following: 1) The dangers of drug abuse in the workplace. City Council 11 — 14 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 11 of 29 2) The Grantee's policy of maintaining a drug -free workplace; 3) Any available counseling, rehabilitation, and employee assistance programs. 4) Penalties that may be imposed upon employees for drug abuse violations. c. Require that every employee who works on the Agreement will: 1) Receive a copy of the Grantee's drug -free workplace policy statement. 2) Agrees to abide by the terms of the Grantee's statement as a condition of employment on the Agreement. Failure to comply with these requirements may result in suspension of payments under the Agreement or termination of the Agreement or both and grantee may be ineligible for award of any future state agreements if the California State Library determines that the grantee has made a false certification or violated the certification by failing to carry out the requirements as noted above. 16. Effectiveness of Agreement: This Agreement is of no force or effect until signed by both parties. 17. Entire Agreement: This Agreement supersedes all prior agreements, oral or written, made with respect to the subject hereof and, together with all attachments hereto, contains the entire agreement of the parties. 18. Exclusive Agreement: This is the entire Agreement between the California State Library and Grantee. 19. Executive Order N-6-22-Russia Sanctions: The Grantee shall comply with Executive Order N-6-22 (the EO) regarding Economic Sanctions against Russia and Russian entities and individuals. "Economic Sanctions" refers to sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any sanctions imposed under state law. The EO directs state agencies to terminate grant agreements with, and to refrain from entering any new grant agreements with, individuals or entities that are determined to be a target of Economic Sanctions. Accordingly, should the State determine Grantee is a target of Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be grounds for termination of this agreement. The State shall provide Grantee advance written notice of such termination, allowing Grantee at least 30 calendar days to provide a written response. Termination shall be at the sole discretion of the State. 20. Extension: The State Librarian or designee may extend the final deadline for good cause. The Grantee's request for an extension of the grant period must be made in writing and received by the California State Library at least 30 days prior to the final deadline. City Council 11 — 15 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 12 of 29 21. Failure to Perform: The grant being utilized by the Grantee is to benefit the Zip Books Project. If the Grant Monitor determines the Grantee has not complied with this Agreement, the Grantee may forfeit the right to reimbursement of any grant funds not already paid by the California State Library, including, but not limited to, the ten percent (10%) withhold. 22. Federal and State Taxes: The State Library shall not: a. Withhold Federal Insurance Contributions Act (FICA) payments from Grantee's payments or make FICA payments on the Grantee's behalf; or b. Make Federal or State unemployment insurance contributions on Grantee's behalf; or c. Withhold Federal or State income taxes from Grantee's payments Grantee shall pay all taxes required on payments made under this Agreement including applicable income taxes and FICA. 23. Force Majeure: Neither the California State Library nor the Grantee, its contractors, vendors, or subcontractors, if any, shall be responsible hereunder for any delay, default, or nonperformance of this Agreement, to the extent that such delay, default, or nonperformance is caused by an act of God, weather, accident, labor strike, fire, explosion, riot, war, rebellion, sabotage, flood, or other contingencies unforeseen by the California State Library or the Grantee, its contractors, vendors, or subcontractors, and beyond the reasonable control of such party. 24. Forfeit of Grant Funds and Repayment of Funds Improperly Expended: If grant funds are not expended, or have not been expended, in accordance with this Agreement, the State Librarian or designee, at his or her sole discretion, may take appropriate action under this Agreement, at law or in equity, including requiring the Grantee to forfeit the unexpended portion of the grant funds, including, but not limited to, the ten percent (10%) withhold, and/or to repay to the California State Library any funds improperly expended. 25. Fringe Benefit Ineligibility Grantee agrees that neither the Grantee nor its employees and contract personnel are eligible to participate in any employee pension, health benefit, vacation pay, sick pay or other fringe benefit plan of the State of California or the State Library. 26. Generally Accepted Accounting Principles: The Grantee is required to use Generally Accepted Accounting Principles in documenting all grant expenditures. 27. Grant Monitor: The Grant Monitor's responsibilities include monitoring grant progress and reviewing and approving Grant Payment Requests and other documents delivered to the California State Library pursuant to this Agreement. City Council 11 — 16 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 13 of 29 The Grant Monitor may monitor Grantee performance to ensure Grantee expends grant funds appropriately and, in a manner, consistent with the terms and conditions contained herein. The Grant Monitor does not have the authority to approve any deviation from or revision to the Terms and Conditions (Exhibit A) or the Procedures and Requirements unless such authority is expressly stated in the Procedures and Requirements. 28. Grantee: the government or legal entity to which a grant is awarded, and which is accountable to the California State Library for the use of the funds provided. a. The grantee will make reports to the State Librarian in such form and containing such information as may be required to ensure the proper used of funds consistent with the grantee's application and award agreement. The grantee will keep such records and afford such access as the California State Library may find necessary to assure the correctness and verification of such reports. 29. Grantee Accountability: The Grantee is ultimately responsible and accountable for the manner in which the grant funds are utilized and accounted for and the way the grant is administered, even if the Grantee has contracted with another organization, public or private, to administer or operate its grant program. In the event an audit should determine that grant funds are owed to the California State Library, the Grantee is responsible for repayment of the funds to the California State Library. 30. Grantee Funds: It is mutually agreed that the Grantee is responsible for furnishing funds beyond the grant award that may be necessary to complete the project. 31. Independent Action: Grantee reserves the right to fulfill its obligations under this Agreement in an independent manner, at any location and at any time within the agreed -upon timeline. Grantee's employees or contract personnel shall perform all services required by this Agreement, but their time need not be devoted solely to fulfilling obligations under this Agreement. Grantee shall furnish all equipment and materials used to meet its obligations and complete the Project. The State Library shall not provide any personnel or other resources beyond the grant award and is not required to provide training in connection with this Agreement. 32. Indemnification: Grantee agrees to indemnify, defend and save harmless the State of California, the California State Library and its officers, employees, and agents, from any and all claims, losses, and liabilities accruing or resulting to any and all contractors, subcontractors, suppliers, laborers and any other person, firm or corporation furnishing or supplying work services, materials, or supplies in connection with the performance of this Agreement, and from any and all claims and losses accruing or resulting to any person, firm or corporation who may be injured or damaged by Grantee in the performance of this Agreement. City Council 11 — 17 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 14 of 29 33. License to Use: The California State Library reserves a fully paid -up, royalty -free, nonexclusive, sub -licensable and irrevocable license to reproduce, publish, prepare derivative works, distribute, or otherwise use, and to authorize third parties to use, any material received or maintained by Grantee in connection with this Agreement. This includes intellectual property, with or without third - party rights. All such usages will be for public library and State governmental purposes: a. The copyright in any work developed under this grant, sub -grant, or contract under this grant or sub -grant; and b. Any rights of copyright to which a Grantee, sub -grantee, or a contractor purchases ownership with grant support. 34. Limitation of Expenditure: Expenditure for all projects must conform to the grantee's approved budget and with applicable State laws and regulations. The total amount paid by the California State Library to the Grantee under this agreement shall not exceed $9,928 and shall be expended/encumbered in the designated award period. During the award period, the grantee may find that the awarded budget may need to be modified. Budget changes, requests for additional funds, or requests for reductions in award funding must be discussed with the assigned State Library Grant Monitor and a Grant Award Modification may be required to be submitted according to the instructions. Approval is by the State Librarian or their designee. Adjustments should be reported on the next financial report. Any adjustments in approved budgets must be documented and documentation retained in project accounts. 35. Lobbying: Grantee confirms that the grant funds will not be used for the purposes of lobbying or otherwise attempting to influence legislation, as those purposes are defined by the U.S. Internal Revenue Code of 1986. 36. Non -Discrimination Clause: During this grant period, the Grantee and the Grantee's contractors, and subcontractors shall not unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status. Grantee shall insure that the evaluation and treatment of contractors, employees and applicants for employment are free from such discrimination and harassment. Additionally, Grantee, contractors, and subcontractors, if applicable, shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code § 12900 et seq.), the regulations promulgated thereunder (Cal. Code Regs., tit. 2, City Council 11 — 18 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 15 of 29 § 11000 et seq.), the provisions of Article 9.5, Chapter 1, Part 1, Division 3, Title 2 of the Government Code (Gov. Code §§ 1 1 135-1 1 139.5), and the regulations or standards adopted by the California State Library to implement such article. Grantee shall permit access by representatives of the Department of Civil Rights and the California State Library upon reasonable notice at any time during the normal business hours, but in no case less than 24 hours' notice, to such of its books, records, accounts, and all other sources of information and its facilities as said Department or the California State Library shall require ascertaining compliance with this clause. Grantee, and its contractors, and subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement. (See Cal. Code Regs., tit. 2, § 1 1 105.) Grantee shall include the non- discrimination and compliance provisions of this clause in all contracts and subcontracts to perform work under the Agreement. 37. Notices: All notices and other communications in connection with this Agreement shall be in writing, and shall be considered delivered as follows: a. Electronic Mail (E-mail): When sent by e-mail to the last e-mail address of the recipient known to the party giving notice. Notice is effective upon transmission. b. DocuSign (e-signature platform): When sent via DocuSign a notification will be sent to the last e-mail address of the recipient known to the party giving notice. Notice is effective upon transmission. c. Grants Management System: When sent via / uploaded to the California State Library's Grants Management System a notification will be sent to the last e-mail address of the recipient known to the party giving notice. Notice is effective upon transmission. d. Personally: When delivered personally to the recipient's physical address as stated in this Agreement. e. U.S. Mail: Five days after being deposited in the U.S. Mail, postage prepaid, and addressed to recipient's address as stated in this Agreement. 38. Order of Precedence: The performance of this Agreement shall be conducted in accordance with the Terms and Conditions, Procedures and Requirements, Certificate of Compliance, Project Summary, Activities Timeline, and Budget, of this Agreement, or other combination of exhibits specified on the Grant Agreement Coversheet attached hereto (collectively referred to as "Terms"). Grantee's California State Library -approved Application (Grantee's Application) is hereby incorporated herein by this reference. In the event of conflict or inconsistency between the articles, exhibits, attachments, specifications, or City Council 11 — 19 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 16 of 29 provisions that constitute this Agreement, the following order of precedence shall apply: a. Grant Agreement Coversheet and any Amendments thereto b. Terms and Conditions c. Procedures and Requirements d. Certificate of Compliance e. Project Summary f. Grantee's Application (including Budget and Activities Timeline) g. All other attachments hereto, including any that are incorporated by reference. 39. Payment: a. The approved Budget, if applicable, is attached hereto and incorporated herein by this reference and states the maximum amount of allowable costs for each of the tasks identified in the Project Summary and Activity Timeline included in the project application. California State Library shall provide funding to the Grantee for only the work and tasks specified in the Grantee's Application at only those costs specified in the Budget and incurred in the term of the Agreement. b. The Grantee shall carry out the work described in the Work Plan or in the Grantee's Application in accordance with the approved Budget and shall obtain the Grant Monitor's written approval of any changes or modifications to the Work Plan, approved project as described in the Grantee's Application, or the approved Budget prior to performing the changed work or incurring the changed cost. If the Grantee fails to obtain such prior written approval, the State Librarian or designee, at his or her sole discretion, may refuse to provide funds to pay for such work or costs. c. The Grantee shall request funds in accordance with the funding schedule included in this agreement. d. Ten percent (10%) will be withheld from the Payment Request (if applicable) and paid at the end of the grant term, when all reports and conditions stipulated in this Agreement have been satisfactorily completed. Failure by the grantee to satisfactorily complete all reports and conditions stipulated in this Agreement may result in forfeiture of any such funds withheld. e. Lodgings, Meals and Incidentals: Grantee's eligible costs are limited to the amounts authorized in the California State Administrative Manual (see Exhibit C or contact the Grant Monitor for more information). f. Payment will be made only to the Grantee. City Council 11 — 20 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 17 of 29 g. Reimbursable expenses shall not be incurred unless and until the grantee receives a Notice to Proceed as described in the Procedures and Requirements. 40. Personal Jurisdiction: The Grantee consents to personal jurisdiction in the State of California for all proceedings concerning the validity and operation of this Agreement and the performance of the obligations imposed upon the parties. Native American Tribal grantees expressly waive tribal sovereign immunity as a defense to any and all proceedings concerning the validity and operation of this Agreement and the performance of the obligations imposed upon the parties. 41. Personnel Costs: Any personnel expenditures to be paid for with grant funds must be computed based on actual time spent on grant -related activities and on the actual salary or equivalent hourly wage the employee is paid for their regular job duties, including a proportionate share of any benefits to which the employee is entitled. 42. Pledge: This Agreement shall not be interpreted to create any pledge or any commitment by the State Library to make any other or further grants or contributions to Grantee, or any other person or entity in connection with the Project. It is mutually agreed that Grantee is responsible for furnishing funds beyond the grant award that may be necessary to complete outcomes or deliverables. 43. Privacy Protection: Both parties agree to protect the confidentiality of any non- public, personal information that may be contained in materials received or produced in connection with this Agreement, as required by Civil Code, section 1798, et. seq. 44. Prohibited Use: The expenditure under this program shall not be used to supplant Grantee efforts in other grant programs provided by the California State Library. 45. Public Records Act: Material maintained or used by the California State Library is considered "public record" under the Public Records Act (PRA) at Government Code, sections 6250, et. seq. This includes the Interim and Final reports, and any other written communications between the parties. Grantee agrees to ensure that all content contained in its written reports are appropriate for publication. Said material, along with all other reports, documentation and data collected during the term of the Agreement, will be subject to disclosure unless it qualifies for exemption under the PRA in whole or in part. Grantee agrees to alert the State Library as to a basis for exemption if any exists. 46. Publicity Obligations: Grantee will notify the State Library of any promotional materials or publications resulting from the grant no later than five (5) days in City Council 11 — 21 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 18 of 29 advance of distribution, whether they are print, film, electronic, or in any other format or medium. Copies of all promotional materials will be provided to the State Library. Grantee will acknowledge the State Library's support as noted above. Grantee agrees that the State Library may include information about this grant and its outcomes in its own annual reports, with specific reference to Grantee, and may distribute such information to third parties. 47. Records: Communications, grant related documents, data, original receipts, and invoices must be maintained by Grantee and shall be made available to the State Library upon request. Grantee agrees to maintain adequate grant program records and adequate financial records consistent with generally accepted accounting practices, and to retain all records for at least five (5) years after the end -of -term. The State Library may monitor or conduct an onsite evaluation of Grantee's operation to ensure compliance with this Agreement, with reasonable advance notice. 48. Reduction of Waste: In the performance of this Agreement, Grantee shall take all reasonable steps to ensure that materials purchased or utilized in the course of the project are not wasted. Steps should include, but not be limited to the use of used, reusable, or recyclable products; discretion in the amount of materials used; alternatives to disposal of materials consumed; and the practice of other waste reduction measures where feasible and appropriate. 49. Reimbursement Limitations: Under no circumstances shall the Grantee seek reimbursement pursuant to this Agreement for a cost or activity that has been or will be paid for through another funding source. The Grantee shall not seek reimbursement for any costs used to meet cost sharing or matching requirements of any other California State Library funded program. 50. Reports and Claims: It is the responsibility of the grantee make the required reports and claims to the California State Library. a. The grantee shall be responsible for submitting to the State Library Narrative Reports detailing progress and activities. The reports are due on the dates specified in the reporting schedule detailed in the Procedures and Requirements section. b. The grantee shall be responsible for submitting to the State Library Financial Reports reflecting grantee expenditure activity. The reports are due on the dates specified in the reporting schedule detailed in the Procedures and Requirements section. c. To obtain payment hereunder the grantee shall submit authorized claims provided by the State Library for that purpose, on each of the following mentioned dates for payment, and the California State Library agrees to City Council 11 — 22 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 19 of 29 reimburse the Library as soon thereafter as State fiscal procedures will permit. d. The final 10% of the grant award (if applicable) is payable only upon approval of all final reports and receipt of claim form. Failure to provide timely reports is a serious breach of an award recipient's administrative duty under the award. e. Payment will be provided to cover the expenditures incurred by the grantee for the project in the following manner: o $9,928 upon execution of the agreement and submission of claim by the grantee organization. 51. Self -Dealing and Arm's Length Transactions: All expenditures for which reimbursement pursuant to this Agreement is sought shall be the result of arm's- length transactions and not the result of, or motivated by, self -dealing on the part of the Grantee or any employee or agent of the Grantee. For purposes of this provision, "arm's-length transactions" are those in which both parties are on equal footing and fair market forces are at play, such as when multiple vendors are invited to compete for an entity's business and the entity chooses the lowest of the resulting bids. "Self -dealing" is involved where an individual or entity is obligated to act as a trustee or fiduciary, as when handling public funds, and chooses to act in a manner that will benefit the individual or entity, directly or indirectly, to the detriment of, and in conflict with, the public purpose for which all grant monies are to be expended. 52. Severability: If any part of this Agreement is found to be unlawful or unenforceable, such provisions will be voided and severed from this Agreement, but the remainder of the provisions in the Agreement will remain in full force and effect. 53. Site Visits: The Grantee shall allow the California State Library to access and conduct site visits, with reasonable notice, at which grant funds are expended and related work being performed at any time during the performance of the work and for up to ninety (90) days after completion of the work, or until all issues related to the grant project have been resolved. A site visit may include, but not be limited to, monitoring the use of grant funds, provide technical assistance when needed, and to visit the State funded project. 54. Termination: The Agreement shall be subject to termination by the State Librarian or designee upon notice to the Grantee at least thirty (30) days prior to the effective date of termination. In the event this agreement is terminated, the Grantee shall deliver to the State Librarian copies of all reports, accounting, data, and materials prepared up to the date of termination. The State Librarian shall determine and pay the Grantee for necessary and appropriate City Council 11 — 23 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 20 of 29 expenditures and obligations up to the date of termination which have not been covered by prior installments previously paid to the Grantee. Upon such termination, the unused portion of the grant award must be returned to the California State Library within 45 days. If funding has been advanced to the Grantee, any unobligated balances, as determined by the State Librarian, shall be returned to the State Library within 45 days of the notice of termination. 55. Timeline: Time is of the essence to this Agreement. It is mutually agreed between the parties that the grant application and the timeline included therein are part of the Agreement. 56. Unused Funds: At the end -of -term Grantee agrees to return any unexpended or unaccounted for funds to the State Library, or to submit a written request for an extension of the grant period. Funds will be considered unexpended or unaccounted if they were: (1) not used for their intended purpose, or (2) used inconsistent with the terms of this Agreement. Funds will also be considered unaccounted for, and must be returned, if the proposal outcomes or deliverables are materially incomplete by the end -of -term or earlier termination, as determined by the State Library in its sole discretion. 57. Waiver of Rights: California State Library shall not be deemed to have waived any rights under this Agreement unless such waiver is given in writing and signed by California State Library. No delay or omission on the part of California State Library in exercising any rights shall operate as a waiver of such right or any other right. A waiver by California State Library of a provision of this Agreement shall not prejudice or constitute a waiver of California State Library's right otherwise to demand strict compliance with that provision or any other provision of this Agreement. No prior waiver by California State Library, nor any course of dealing between California State Library and Grantee, shall constitute a waiver of any of California State Library's rights or of any of grantee's obligations as to any future transactions. Whenever the consent of California State Library is required under this Agreement, the granting of such consent by California State Library in any instance shall not constitute continuing consent to subsequent instances where such consent is required and in all cases such consent may be granted or withheld in the sole discretion of California State Library. 58. Work Products: Grantee shall provide California State Library with copies of all final products identified in the Work Plan and Application. Grantee shall also provide the State Library with copies of all public education and advertising material produced pursuant to this Agreement. City Council 11 — 24 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 21 of 29 59. Worker's Compensation: The State of California will not provide Workers' Compensation insurance for Grantee or Grantee's employees or contract personnel. If Grantee hires employees to perform services required by this Agreement, Grantee shall provide Workers' Compensation insurance for them. The Grantee is aware of Labor Code Section 3700, which requires every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the Labor Code, and the Grantee agrees to comply with such provisions before commencing the performance of the work of this Agreement. City Council 11 — 25 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 22 of 29 CALIFORNIA STATE LIBRARY EXHIBIT B: CERTIFICATION of COMPLIANCE FORM 1. AUTHORIZED REPRESENTATIVE: I certify that the authorized representative named below is the legally designated representative of the Grantee for this Grant Agreement and project and is authorized to receive and expend funds in order to administer this grant program. 2. 1 certify that all information provided to the California State Library for review in association with this award is correct and complete to the best of my knowledge, and as the authorized representative of the Grantee, I commit to the conditions of this award, and I have the legal authority to do so. 3. 1 certify that any or all other participants or contractors in the grant program have agreed to the terms of the application/grant award and have entered into an agreement(s) concerning the final disposition of equipment, facilities, and materials purchased for this program from the funds awarded for the activities and services described in the attached, as approved and/or as amended in the application by the California State Librarian. 4. The authorized representative, on behalf of the Grantee, certifies that the Grantee will comply with all applicable requirements of State and Federal laws, regulations, and policies governing this program, to include the requirements listed below in this Certification of Compliance Form. 5. The authorized representative, on behalf of the Grantee, hereby certifies to the California State Library, for an award of funds in the amount $9,928. This award will provide library services as set forth in the Project Application as approved and/or as amended by the California State Librarian. 6. STATEMENT OF COMPLIANCE: Grantee has, unless exempted, complied with the non-discrimination program requirements. (Gov. Code § 12990 (a-f) and CCR, Title 2, Section 1 1 102). 7. DRUG -FREE WORKPLACE REQUIREMENTS: Grantee will comply with the requirements of the Drug -Free Workplace Act of 1990 and will provide a drug - free workplace by taking the following actions: a. Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance is prohibited and specifying actions to be taken against employees for violations. b. Establish a Drug -Free Awareness Program to inform employees about: City Council 11 — 26 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 23 of 29 1) the dangers of drug abuse in the workplace; 2) the person's or organization's policy of maintaining a drug -free workplace; 3) any available counseling, rehabilitation, and employee assistance programs; and, 4) penalties that may be imposed upon employees for drug abuse violations. c. Every employee who works on the proposed Agreement will: 1) receive a copy of the company's drug -free workplace policy statement; and, 2) agree to abide by the terms of the company's statement as a condition of employment on the Agreement. Failure to comply with these requirements may result in suspension of payments under the Agreement or termination of the Agreement or both and Grantee may be ineligible for award of any future State agreements if the department determines that any of the following has occurred: the Grantee has made false certification or violated the certification by failing to carry out the requirements as noted above. (Gov. Code § 8350 et. seq.) 8. CONFLICT OF INTEREST: Grantee needs to be aware of the following provisions regarding current or former state employees. If Grantee has any questions on the status of any person rendering services or involved with the Agreement, the California State Library must be contacted immediately for clarification. Current State Employees (Pub. Contract Code § 10410): a. No officer or employee shall engage in any employment, activity, or enterprise from which the officer or employee receives compensation or has a financial interest, and which is sponsored or funded by any state agency, unless the employment, activity or enterprise is required as a condition of regular state employment. b. No officer or employee shall contract on his or her own behalf as an independent contractor with any state agency to provide goods or services. Former State Employees (Pub. Contract Code § 10411): a. For the two-year period from the date, he or she left state employment, no former state officer or employee may enter into a contract in which he or she engaged in any of the negotiations, transactions, planning, arrangements or any part of the decision -making process relevant to the contract while employed in any capacity by any state agency. b. For the twelve-month period from the date, he or she left state employment, no former state officer or employee may enter into a contract with any state agency if he or she was employed by that state agency in a policy -making position in the same general subject area as the proposed contract within the 12-month period prior to his or her leaving state service. City Council 11 — 27 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 24 of 29 If Grantee violates any provisions of above paragraphs, such action by Grantee shall render this Agreement void. (Pub. Contract Code § 10420). Members of boards and commissions are exempt from this section if they do not receive payment other than payment of each meeting of the board or commission, payment for preparatory time and payment for per diem. (Pub. Contract Code § 10430 (e)). 9. LABOR CODE/WORKERS' COMPENSATION: Grantee needs to be aware of the provisions which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions, and Grantee affirms to comply with such provisions before commencing the performance of the work of this Agreement. (Labor Code § 3700). 10. AMERICANS WITH DISABILITIES ACT: Grantee assures the State that it complies with the Americans with Disabilities Act (ADA) of 1990, which prohibits discrimination on the basis of disability, as well as all applicable regulations and guidelines issued pursuant to the ADA. (42 U.S.C. 12101 et. seq.) 11. RESOLUTION: A county, city, district, or other local public body must provide the State with a copy of a resolution, order, motion, or ordinance of the local governing body which by law has authority to enter into an agreement, authorizing execution of the agreement. 12. PAYEE DATA RECORD FORM STD. 204: This form must be completed by all Grantees that are not another state agency or other governmental entity. 13. DRUG FREE WORKPLACE: a. Continue to provide a drug -free workplace by complying with the requirements in 2 C.F.R. part 3186 (Requirements for Drug -Free Workplace (Financial Assistance)). In particular, the recipient must comply with drug - free workplace requirements in subpart B of 2 C.F.R. part 3186, which adopts the Government -wide implementation (2 C.F.R. part 182) of sections 5152-5158 of the Drug -Free Workplace Act of 1988 (P. L. 100-690, Title V, Subtitle D; 41 U.S.C. §§ 701-707). b. This includes but is not limited to making a good faith effort, on a continuing basis, to maintain a drug -free workplace; publishing a drug - free workplace statement; establishing a drug -free awareness program for the employees; taking actions concerning employees who are convicted of violating drug statutes in the workplace. 14. ACCESSIBILITY: The organization receiving this award, as listed in the certification section below, and all program staff, will ensure all project materials will meet California accessibility standards. 15. NON-DISCRIMINATION: The organization receiving this award, as listed in the certification section below, and all program staff, agree to comply with all California non-discrimination laws. City Council 11 — 28 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 25 of 29 16. ACKNOWLEDGEMENT: The organization receiving this award, as listed in the certification section below, and all program staff, agree to comply with California State Library acknowledgement requirements. Certification ORGANIZATION Name: Address (official and complete): PROJECT COORDINATOR Name: Email: Phone: GRANTTEE AUTHORIZED REPRESENTATIVE Name: Brian Sternberg Title: Email: bsternberg@santa-ana.org Phone: Signature: Date: City Council 11 — 29 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 26 of 29 0 CALIFORNIA II STATE LIBRARY Authorized Representative Signature ORGANIZATION Name: Address (official and complete): AUTHORIZED REPRESENTATIVE Signature: Date: Printed Name of Person Signing: Brian Sternberg Title: STATE OF CALIFORNIA Agency Name: California State Library Address: 900 N Street, Sacramento, CA 95814 Signature:Fz- ocu igne y: � Q � d s 1� 12 Z0ZZ Date: / / Printed Name of Person Signing: Greg Lucas Title: California State Librarian ATTEST: Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: randon Salvatierra Deputy City Attorney City Council 11 — 30 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 Santa Ana Public Library Zip Book Project 2022-2023 ZIP22-68 Page 27 of 29 CALIFORNIA STATE LIBRARY EXHIBIT B: STATE REIMBURSABLE TRAVEL EXPENSES Rates are subject to change per State of California, Department of Human Resources Please Check State of California, Department of Human Resources Website for updated expenses: http://www.calhr.ca.gov/employees/pages/travel-reimbursements.aspx Mileage: $0.56 per mile - approved business/travel expense Rate subject to change Meals: $7.00 - Breakfast Receipts are required $1 1.00 - Lunch $23.00 - Dinner $5.00 - Incidentals Meals Note: Lunch can only be claimed if travel is more than 24 hours. Incidental charge may be claimed once for every 24-hour period and should cover incidental expenses, such as but not limited to, tip, baggage handling, etc. Hotel: $ 90.00 plus tax for all counties/cities not listed below Receipts are required $ 95.00 plus tax for Napa, Riverside, and Sacramento and MUST have a zero Counties balance. $ 110.00 plus tax for Marin County $ 120.00 plus tax for Los Angeles, Orange, and Ventura Counties, and Edwards AFB. Excluding the city of Santa Monica $ 125.00 plus tax for Monterey and San Diego Counties $ 140.00 plus tax for Alameda, San Mateo and Santa Clara Counties $ 150.00 plus tax for the City of Santa Monica $ 250.00 plus tax for San Francisco County Out of State: Prior authorization must be obtained, as well as three print-out hotel quotes. Actual receipt must be included with authorization and additional quotes. Hotel Note: If the above approved reimbursable hotel rates cannot be secured, please contact your grant monitor to obtain an excess lodging form. This form must be approved prior to actual travel. AIRLINE TICKETS: Actual reasonable fees pertaining to airline travel will be Itinerary and receipts are reimbursed. Business, First Class, or Early Bird Check -in fee required is not an approved reimbursable expense. City Council 11 - 31 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 'ICALIFORNIA ► STATE LIBRARY September 19, 2022 RE: Contractor and Grantee Compliance with Economic Sanctions Imposed in Response to Russia's Actions in Ukraine Dear Grantee, You are receiving this notification because you currently have an active grant through the California State Library. On March 4, 2022, Governor Gavin Newsom issued Executive Order N-6-22 (EO) regarding sanctions in response to Russian aggression in Ukraine. The EO is located at https://www.gov.ca.gov/wp-content/u ploads/2022/03/3.4.22-Russia-U kraine-Executive-Order. pdf. The EO directs all agencies and departments that are subject to the Governor's authority to take certain immediate steps, including notifying all contractors and grantees of their obligations to comply with existing economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as any sanctions imposed under state law. This correspondence serves as a notice under the EO that as a contractor or grantee, compliance with the economic sanctions imposed in response to Russia's actions in Ukraine is required, including with respect to, but not limited to, the federal executive orders identified in the EO and the sanctions identified on the U.S. Department of the Treasury website (https://home.treasury.gov/policy-issues/financial-sanctions/sanctions-programs-and-country- information/ukraine-russia-related-sanctions). Failure to comply may result in the termination of contracts or grants, as applicable. Please note that for any agreements or grants valued at $5 million or more, a separate notification will be sent outlining additional requirements specified under the EO. Annly Roman California State Library 900 N Street Sacramento, CA 95814 City Council 11 — 32 12/6/2022 DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 CALIFORNIA STATE LIBRARY California Library Services Act FINANCIAL CLAIM PAYMENT IN FULL Grant Award #: ZIP22-68 Date: Invoice #: ZIP22-68-01 PO #: Payee Name: Santa Ana Public Library (Legal name of authorized agency to receive, disburse and account for funds*) Complete Address: Street Address, City, State, Zip Code (Warrant will be mailed to this address) Amount Claimed: $9,928.00 Type of Payment: Payable Upon Execution of Agreement ❑ PROGRESS Grantee Name: Santa Ana Public Library ❑ FINAL (Name on Award Letter and Agreement) ❑x IN FULL Project Title: Zip Books Project ❑ AUGMENT For Period From: upon execution to end of grant period CERTIFICATION I hereby certify under penalty of perjury: that I am the duly authorized representative of the claimant herein; that this claim is in all respects true, correct and in accordance with law and the terms of the agreement; and that payment has not previously been received for the amount claimed herein. (Signature of the Authorized Representative) Brian Sternberg (Print Name) (Title) *Legal payee name must match the payee's federal tax return. Warrant will be made payable to payee name. Payee discrepancies in name and/or address may cause delay in payment. If you need to change payee name and/or address, please contact Fiscal Services at stategrants.fiscal(a�library.ca.gov. If you are not using DocuSign electronic signature to submit your claim, please complete the following: MAIL ONE ORIGINAL SIGNATURE TO: EMAIL A SCANNED COPY: California State Library stategrants.fiscal(a-)library.ca.gov Fiscal Office —State Grants PO Box 942837 Sacramento, CA 94237-0001 State of California, State Library Fiscal Office ENY: 2022 PURCHASING AUTHORITY NUMBER: CSL-6120 COA: 5432000 By ITEM NO: 6120-211-0001, Chapter 43, Statutes of 2022 REPORTING STRUCTURE: 61202000 PROGRAM #: 5312 Date (St t I ryUoresen a Ive) 11 — 33 12/6/2022 Print Form Reset Form DocuSign Envelope_ ID: 39D3416E-E2CB-4407-9A_82-AOF316B701C9 PAYEE DATA RECORD (Required when receiving payment from the State of California in lieu of IRS W-9 or W-7) STD 204 (Rev. 03/2021) Section 1 — Payee Information NAME (This is required. Do not leave this line blank. Must match the payee's federal tax return) BUSINESS NAME, DBA NAME or DISREGARDED SINGLE MEMBER LLC NAME (If different from above) MAILING ADDRESS (number, street, apt. or suite no.) (See instructions on Page 2) CITY, STATE, ZIP CODE E-MAIL ADDRESS Section 2 — Entity Type Check one 1 box only that matches the entity type of the Pa ee listed in Section 1 above. See instructions on page 2 ❑ SOLE PROPRIETOR / INDIVIDUAL CORPORATION (see instructions on page 2) ❑ SINGLE MEMBER LLC Disregarded Entity owned by an individual ❑ MEDICAL (e.g., dentistry, chiropractic, etc.) ❑ PARTNERSHIP ❑ LEGAL (e.g., attorney services) ❑ ESTATE OR TRUST ❑ EXEMPT (e.g., nonprofit) ❑ ALL OTHERS Section 3 — Tax Identification Number Enter your Tax Identification Number (TIN) in the appropriate box. The TIN must match the name given in Section 1 of this form. Do not provide more than one (1) TIN. Social Security Number (SSN) or The TIN is a 9-digit number. Note: Payment will not be processed without a TIN. Individual Tax Identification Number (ITIN) • For Individuals, enter SSN. • If you are a Resident Alien, and you do not have and are not eligible to get an SSN, enter your ITIN. • Grantor Trusts (such as a Revocable Living Trust while the grantors are alive) may OR not have a separate FEIN. Those trusts must enter the individual grantor's SSN. p g ( g y), in which the • For Sole Proprietor or Single Member LLC (disregarded entity), Federal Employer Identification Number sole member is an individual, enter SSN (ITIN if applicable) or FEIN (FTB (FEIN) prefers SSN). • For Single Member LLC (disregarded entity), in which the sole member is a — — — — — — — — — business entity, enter the owner entity's FEIN. Do not use the disregarded entity's FEIN. • For all other entities including LLC that is taxed as a corporation or partnership, estates/trusts (with FEINs), enter the entity's FEIN. Section 4 — Payee Residency Status (See instructions) ❑ CALIFORNIA RESIDENT — Qualified to do business in California or maintains a permanent place of business in California. ❑ CALIFORNIA NONRESIDENT — Payments to nonresidents for services may be subject to state income tax withholding. ❑No services performed in California ❑Copy of Franchise Tax Board waiver of state withholding is attached. Section 5 — Certification I hereby certify under penalty of perjury that the information provided on this document is true and correct. Should my residency status change, I will promptly notify the state agency below. NAME OF AUTHORIZED PAYEE REPRESENTATIVE I TITLE SIGNATURE E-MAIL ADDRESS DATE I TELEPHONE (include area code) Section 6 — Paying State Agency Please return completed form to: STATE AGENCY/DEPARTMENT OFFICE UNIT/SECTION Ca. State Library Admin/Accoutning MAILING ADDRESS FAX TELEPHONE (include area code) 900 N Street6-603-71.97 CITY ATE ZIP Sacramento v"Y vvU"v" ICAI958 4 DE c oA ting@Rbrary.ca.gov 'v"v" DocuSign Envelope ID: 39D3416E-E2CB-4407-9A82-AOF316B701C9 PAYEE DATA RECORD (Required when receiving payment from the State of California in lieu of IRS W-9 or W-7) STD 204 (Rev. 03/2021) GENERAL INSTRUCTIONS Type or print the information on the Payee Data Record, STD 204 form. Sign, date, and return to the state agency/department office address shown in Section 6. Prompt return of this fully completed form will prevent delays when processing payments. Information provided in this form will be used by California state agencies/departments to prepare Information Returns (Form 1099). NOTE: Completion of this form is optional for Government entities, i.e. federal, state, local, and special districts. A completed Payee Data Record, STD 204 form, is required for all payees (non -governmental entities or individuals) entering into a transaction that may lead to a payment from the state. Each state agency requires a completed, signed, and dated STD 204 on file; therefore, it is possible for you to receive this form from multiple state agencies with which you do business. Payees who do not wish to complete the STD 204 may elect not to do business with the state. If the payee does not complete the STD 204 and the required payee data is not otherwise provided, payment may be reduced for federal and state backup withholding. Amounts reported on Information Returns (Form 1099) are in accordance with the Internal Revenue Code (IRC) and the California Revenue and Taxation Code R&TC . ction 1 - Payee Information Name — Enter the name that appears on the payee's federal tax return. The name provided shall be the tax liable party and is subject to IRS TIN matching (when applicable). • Sole Proprietor/Individual/Revocable Trusts — enter the name shown on your federal tax return. • Single Member Limited Liability Companies (LLCs) that is disregarded as an entity separate from its owner for federal tax purposes - enter the name of the individual or business entity that is tax liable for the business in section 1. Enter the DBA, LLC name, trade, or fictitious name under Business Name. • Note: for the State of California tax purposes, a Single Member LLC is not disregarded from its owner, even if they may be disregarded at the Federal level. • Partnerships, Estates/Trusts, or Corporations — enter the entity name as shown on the entity's federal tax return. The name provided in Section 1 must match to the TIN provided in section 3. Enter any DBA, trade, or fictitious business names under Business Name. Business Name — Enter the business name, DBA name, trade or fictitious name, or disregarded LLC name. Mailing Address — The mailing address is the address where the payee will receive information returns. Use form STD 205, Payee Data Record Supplement to rovide a remittance address if different from the mai I ing address for information returns, or make subsequent Section 2 - Entity Type changes to the remittance address. If the Payee in Section 1 is a n ... THEN Select the Box for... Individual • Sole Proprietorship • Grantor Revocable Living) Trust disregarded for federal tax purposes Sole Proprietor/individual Limited Liability Company LLC owned by an individual and is disregarded for federal tax purposes Single Member LLC-owned by an individual Partnerships • Limited Liability Partnerships (LLP) • and, LLC treated as a Partnership Partnerships Estate • Trust other than disregarded Grantor Trust Estate or Trust Corporation that is medical in nature (e.g., medical and healthcare services, physician care, nursery care, dentistry, etc. • LLC that is to be taxed like a Corporation and is medical in nature Corporation -Medical Corporation that is legal in nature (e.g., services of attorneys, arbitrators, notary publics involving legal or law related matters, etc.) • LLC that is to be taxed like a Corporation and is legal in nature Corporation -Legal Corporation that qualifies for an Exempt status, including 501 c 3 and domestic non-profit corporations. Corporation -Exempt Corporation that does not meet the qualifications of any of the other corporation types listed above • LLC that is to be taxed as a Corporation and does not meet any of the other corporation types listed above Corporation -All Other Section 3 - Tax Identification Number The State of California requires that all parties entering into business transactions that may lead to payment(s) from the state provide their Taxpayer Identification Number (TIN). The TIN is required by R&TC sections 18646 and 18661 to facilitate tax compliance enforcement activities and preparation of Form 1099 and other information returns as re uired by the IRC section 6109(a) and R&TC section 18662 and its regulations. Secti3W- Payee Residency Status Are you a California resident or nonresident? • A corporation will be defined as a "resident" if it has a permanent place of business in California or is qualified through the Secretary of State to do business in California. • A partnership is considered a resident partnership if it has a permanent place of business in California. • An estate is a resident if the decedent was a California resident at time of death. A trust is a resident if at least one trustee is a California resident. o For individuals and sole proprietors, the term "resident" includes every individual who is in California for other than a temporary or transitory purpose and any individual domiciled in California who is absent for a temporary or transitory purpose. Generally, an individual who comes to California for a purpose that will extend over a long or indefinite period will be considered a resident. However, an individual who comes to perform a particular contract of short duration will be considered a nonresident. For information on Nonresident Withholding, contact the Franchise Tax Board at the numbers listed below: Withholding Services and Compliance Section: 1-888-792-4900 E-mail address: wscs.gen@ftb.ca.gov For hearing impaired with TDD, call: 1-800-822-6268 Website: www.ftb.ca.gov Section 5 - Certification Provide the name, title, email address, signature, and telephone number of individual completing this form and date completed. In the event that a SSN or ITIN is provided, the individual identified as the tax liable party must certify the form. Note: the signee may differ from the tax liable party in this situation if the signee can provide a power of attorney documented for the individual. ection 6 - Paying State Agency This section must be completed by the state a enc /de artment requesting the STD 204. Privacy Statement Section 7(b) of the Privacy Act of 1974 (Public Law 93-579) requires that any federal, state, or local governmental agency, which requests an individual to disclose their social security account number, shall inform that individual whether that disclosure is mandatory or voluntary, by which statutory or other authority such number is solicited, and what uses will be made of it. It is mandatory to furnish the information requested. Federal law requires that payment for which the requested information is not provided is subject to federal backup withholding and state law imposes noncompliance penalties of up to $20,000. You have the right to access reco it or the accounts payable urCyht Nncy(ies) with which you transact that business. 11 - 35 12/6/2022 All questions should be referred to the requesting state agency listed on the bottom front of this form. Library www.santa-ana.org/departments/library/ Item # 12 o`7, City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Delhi Center Lease - New Library Branch AGENDA TITLE: Agreement with the Delhi Center to Lease Space for a New Library Branch (General Fund) RECOMMENDED ACTION Authorize the City Manager to execute a lease agreement with the Delhi Center for 2,465 square feet of leased space and adjacent exterior space for a new Library Branch, for a ten-year term beginning March 1, 2023, with an option for two five-year renewals, monthly rent rate of $3,550.00 with an annual 3% increase, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The Santa Ana Public Library currently has two locations that provide services to residents, the Main Library and Newhope Library. Both locations are slated to be renovated, with design services under way. Design for the Main Library is anticipated to be complete in early 2024, with construction to begin in summer 2024. To ensure continuity of services during the Main Library closure, the Library Services Agency has negotiated a lease agreement with the Delhi Center for the construction of a new public library branch within their existing building. Currently, residents in the Delh neighborhood and surrounding communities have minimal access to library services, as there are no physical library locations in the southern part of the City. Therefore, in an effort to enhance equity and quality of life in an underserved area, approximately 2,500 square feet of space at the Delhi Center will be re -imagined as a new, innovative public library experience. A new outdoor activity patio will also be constructed to support library services and programs. Residents will have access to technology, tools and services that will improve adult literacy, support positive educational outcomes for youth, and prepare our community's present and future workforce for a technology -driven world. Throughout the newly - created library space and outdoor activity patio, children, teens, and families will be City Council 12 — 1 12/6/2022 Delhi Center Lease - New Library Branch December 6, 2022 Page 2 provided opportunities to learn and connect with their community in positive ways. Services may include STEM and robotics programs geared to neuro-divergent youth, special events and author hours for adults, homework help and tutoring for students, and a wide variety of cutting -edge technology and computers for use in the library or at home. These new educational spaces and the accompanying programs and services will bring a much needed community amenity to an area of the City that lacks library services. A summary of the lease terms is as follows: • Term: 10 years commencing March 1, 2023 • Renewals: Two 5-year options to renew • Square Footage: 2,465 sq ft plus adjacent exterior patio space • Monthly Rent: $3,550/month with a 3 percent annual escalator. Rate also includes common area maintenance costs. • Utilities: City's pro rata share of utility costs is 11.36% to be paid monthly • Early Termination: Early termination provision upon 90-day written notice • Improvements: City to improve the space at its expense for use as a modern library Funding for library branch improvements was included in the Revive Santa Ana Spending Plan - Critical Infrastructure category as approved by City Council on August 2, 2022. The Library was allocated $6 Million for New Library Branch/Expansion of Library Accessibility projects. The appropriations will fund both the Jerome Park Outdoor Public Library and Delhi Center Library Branch improvements. It is important to note that the City currently has a Ground Lease Agreement with the Delhi Center, which allowed for the construction and subsequent operation of the Delhi Center during the duration of the lease. The Ground Lease is in effect through September 2040, subject to an option to extend through 2050. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds are available for expenditure in the current Fiscal Year 2022-23 (March -June) as follows: Fiscal Year Accounting Unit Fund Accounting Unit Amount — Account Description — Account Number Number Description 2022-23 01111110-62500 General Library Administration $14,200.00 Fund — Rent Payments 2022-23 01111110-62000 General Library Administration $2,400.00 Fund — Utilities City Council 12 — 2 12/6/2022 Delhi Center Lease - New Library Branch December 6, 2022 Page 3 TOTAL 1 $16,600.00 Future fiscal year rental and utility costs will be requested in the Library Services Agency's annual budget. EXHIBIT(S) 1. Lease Agreement Submitted By: Brian Sternberg, Executive Director of Library Services Approved By: Kristine Ridge, City Manager City Council 12 — 3 12/6/2022 LEASE AGREEMENT BETWEEN THE CITY OF SANTA ANA AND THE DELHI CENTER THIS LEASE AGREEMENT (the "Lease") is made and entered into by The Delhi Center, a California nonprofit benefit corporation ("Lessor" or "Delhi"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("Tenant" or "City") (collectively referred to as the "Parties"), under the following terms and conditions: RFCTTAT,S A. The Parties entered into a Ground Lease Agreement ("Ground Lease") dated September 5, 2000, as amended, by which the City leased real property to the Delhi Center for construction of a Community Center to be operated by Delhi for the duration of the Ground Lease. This facility is known as The Delhi Center. B. The Ground Lease remains in effect through September 5, 2040, subject to further extension through 2050. C. The Parties intend to enter an agreement wherein the Lessor would agree to lease approximately 2,465 square feet of space at the Delhi Center to the City of Santa Ana for purposes of providing public library services. 1. Description of the Leased Premises. Delhi hereby leases to City the premises at the Delhi Center encompassing rooms 101, 102, and 103 for a total of approximately 2,465 square feet, plus the immediately adjacent exterior space for an outdoor patio, all as referred to herein as the "Premises" and shown on Exhibit A (the "Property"). 2. Term, Occupancy, Termination. (a) Term. The term of this Lease shall be ten (10) years, commencing with the City taking possession on March 1, 2023 (the "Commencement Date") with the option for up to two (2) five-year renewals, exercisable by mutual agreement of the Parties and in writing by the City Manager and the City Attorney, unless earlier terminated as provided herein. (b) Occupancy. City may, upon execution of this Lease by Delhi and City, occupy the Premises on the Commencement Date subject to all terms and conditions of this Lease. Upon delivery of first month's rent, Delhi shall deliver the keys and possession of the Premises to City. (c) Termination. This Lease may be terminated by the City upon ninety (90) days written notice of termination. At the termination of this Lease, City shall surrender the Premises to Delhi in the condition required by this Lease. 3. Rent. The initial rent for the first twelve (12) months of this Lease including a pro- rata share of common area maintenance ("CAM"), as described below in Section 6, shall be a City Council 12 — 4 12/ �2 of 9 monthly rent of Three Thousand, Five Hundred Fifty Dollars and Zero Cents ($3,550.00). City shall, commencing on the Commencement Date and continuing thereafter on the first (Ist) day of each and every month during the term of this Lease, pay to Delhi in advance, such minimum monthly rent, without setoff, deduction or demand. Every year after the initial year, on the anniversary of the Commencement Date, the rent payable by City shall be increased by 3% each year. Year Base Rent I March 1, 2023 — February 29, 2024 $3,550 2 March 1, 2024 — February 28, 2025 $3,657 3 March 1, 2025 — February 28, 2026 $3,766 4 March 1, 2026 — February 28, 2027 $3,879 5 March 1, 2027 — February 29, 2028 $3,996 6 March 1, 2028 — February 28, 2029 $4,116 7 March 1, 2029 — February 28, 2030 $4,239 8 March 1, 2030 — February 28, 2031 $4,366 9 March 1, 2031 — February 29, 2032 $4,497 10 March 1, 2032 — February 28, 2033 $4,632 4. Place of Payment of Rent. Rent and all other sums which shall become due under this Lease, including but not limited to late charges and additional rent, shall be payable by hand delivery or mail at the office of the Delhi located at 505 E Central Ave, Santa Ana, CA 92707, or at such other place as Delhi may designate from time to time in writing. Parties may agree to change to electronic payment, subject to City's accounting procedures. 5. Condition of, and Improvements to, Premises. (a) Improvements. (i) Delhi shall have the obligation to clear out rooms of furniture and non -fixed items that are located within the Premises to another location prior to the Commencement Date of this Lease. (ii) Under this Lease, City, at City's expense, shall have the right to improve the Premises and/or the exterior of the building housing the subject Premises (the "Building") such that it is appropriate for use as a modern public library space. Any improvements shall be made only in accordance with applicable federal, state, or local codes, ordinances, or regulations, having due regard to the type of construction of the Building. Such improvements, if removable, shall remain the property of City at the termination of this Lease. City is not required to return the Premises to a pre -Lease state upon termination of the Lease. In consideration of this provision, City shall pay to Delhi a one-time, non-refundable sum equal to the monthly rent at the time of the termination. City shall share plans of design and improvements with Delhi for coordination purposes so as not to hinder Delhi's operations, however, Delhi's permission shall City Council 12 — 5 12/97MTof 9 not be required for such improvements. A non -exhaustive list of possible City improvements is attached as Exhibit B. The City shall inform Delhi of any additional improvements that materially change the original concept. (b) Condition Upon Surrender. Upon termination of this Lease, City shall surrender the Premises as improved to Delhi in good condition and repair, ordinary wear and tear and damage by fire, storm, lightning, earthquake, act of God or other casualty excepted. 6. Use. The Premises shall be used in a manner consistent with that of a modern public library, exclusively. The library will not be open Saturdays after 2:00 p.m., Sundays, and holidays. City shall not use any portion of the Premises for purposes other than those specified without first obtaining the written consent of Delhi, which consent shall not be unreasonably withheld. City shall not do, bring, or keep anything in, on, or about the Premises which will in any way increase the premium rate or cause the cancellation of any fire or other insurance upon the Premises, the building in which the Premises are located, or any of its contents. City shall have the non-exclusive right to use the parking area and driveways, sidewalks, hallways, restrooms (to the extent not entirely contained in the Premises), common area pathways to and from the parking area and Premises in common with the other tenants or users of the Building as well as the main lobby and central hallway. City agrees to a proportional share of the common area maintenance amounting to 398 square feet, such CAM fees are included in the Rent described in Section 3, above. 7. Compliance with Laws/Hazardous Materials. City, at City's expense, shall comply with and cause all of City's agents to comply with all applicable laws, ordinances, rules and regulations of governmental authorities applicable to the Premises or the use or occupancy thereof, including, without limitation, the law commonly known as the Americans With Disabilities Act and California Code of Regulations Title 8, Sections 3281 through 3299 (collectively, "Laws"). Further, City, at City's expense, shall ensure that any activities conducted in, on, from, or about the Premises shall comply with all applicable laws, ordinances, rules and regulations of governmental authorities. 8. Waste; Nuisance; Quiet Enjoyment; Rules and Regulations. City shall not suffer or commit any waste or nuisance on the Premises, nor shall City interfere with or obstruct the rights of or disturb the quiet enjoyment of any other tenant or occupant of the Building or injure or annoy them. City will comply, and cause its employees, patrons, and agents to comply, with all rules and regulations adopted by Delhi in connection with the use of the Premises, the parking areas, and common areas, which rules and regulations may be adopted or amended by Delhi at any time so long as such rules and regulations are provided to City in writing and within a reasonable time after promulgation by Delhi. City shall provide security services within its leased premises. 9. Repair and Maintenance. (a) Except as noted under Section 9(b), below, Delhi shall repair and maintain the roof, structural foundations, and exterior walls of the Building as well as all interior portions of the Building that are not within the Premises. City Council 12 — 6 12/97MTof 9 (b) City shall, at City's sole cost and expense, maintain the Premises, including the indoor and outdoor routine maintenance and repairs of the Premises and surrounding area, in good condition and repair. Said maintenance shall include, the interior of the Premises, exterior doors and windows, all fixtures and equipment, including without limitation, plate glass, lighting fixtures, and plumbing fixtures. Delhi shall maintain the heating and air conditioning system in good working order at Delhi's sole expense and cost. 10. Janitorial. All cleaning and janitorial services for the Premises shall be provided, at City's sole cost and expense, exclusively by or through City or City's janitorial contractors in accordance with the provisions of this Lease. City shall notify Delhi of the company, person or persons providing this service. Janitor service shall include ordinary cleaning and occur regularly. Scheduling and access will be coordinated by both parties. 11. Utilities. City shall pay City's portion of utilities, including gas service, trash, electrical service, water, real estate taxes and all connection charges furnished to or used by City upon the Premises. The Parties agree that City's share shall be 11.36% of the utilities. Delhi will invoice City once a month with a copy of the utility bills, and City will submit payment to Delhi within 60 days of receipt, subject to City accounting procedures. City shall provide itself or contract directly with the following utilities/service providers and pay for such services directly: janitorial, security, cable service, telephone services, broadband internet services, and all connection charges. City shall deposit all trash only in designated areas. 12. Rules. City shall before and during the Term faithfully observe and comply with, and shall cause all occupants of the Premises to observe and comply with, the rules and regulations, if any, attached to this Lease as Exhibit C and all reasonable modifications thereof and additions thereto from time to time put into effect by Delhi (the "Rules and Regulations"). 13. Entryby Delhi. Except for emergencies such as fire, water intrusion and the like, which may be at any time, Delhi and its agents shall have the right to enter the Premises during normal hours of operation to inspect and examine the same and to make mutually agreed upon repairs to the Premises. 14. Hold Harmless. Delhi shall assume no liability for any use of the Premises by the City. Except from Delhi's negligence, City shall waive, release and hold harmless Delhi, its employees, and agents from all claims against Delhi, including but not limited to claims for death, injuries, exposure to COVID-19, or other illness, or damage to property sustained by City, its agents, employees, contractors, and invitees in, upon, or about said Premises, or for any action or liability of injury arising out of the use of the Premises by City, due to any act or omission by the City, its employees, agents, invitees, and contractors, including failure of Tenant to keep the Premises in good condition and repair as provided in this Lease. City shall adhere to all CDC guidelines to help minimize the spread of COVID-19 or other illness. 15. Insurance. Throughout the Term or any renewal period, City shall maintain insurance as described below: (a) Combined Single Limit Bodilyjury and Property Damage Insurance. Policy naming Delhi as an additional insured with the City against any liability arising out of the improvements, use, occupancy, or maintenance of the Premises in the conduct of the City's City Council 12 — 7 12/ of 9 programs. Such insurance shall be a Combined Single Limit policy in the amount not less than Two Million Dollars ($2,000,000). The limits of such insurance shall not, however, limit the liability of the City. (b) Workers' Compensation Insurance. For all employees working on the Premises and shall furnish Delhi with a Certificate of Insurance indicating the extent of coverage. 16. Destruction of Premises. (a) Destruction Due to Risk Covered by Insurance. If, during the term of this Lease, including any renewal term, the Premises or the Building and other improvements in which the Premises are located are totally or partially destroyed from a risk covered by insurance carried by either City or Delhi for the Building, rendering the Premises totally or partially inaccessible or unusable, the responsible party shall work with their respective insurance carrier(s) to restore the Premises or the Building, and other improvements in which the Premises are located, to substantially the same condition as they were immediately before destruction, if they can be repaired within 120 days from date of destruction, such destruction shall not terminate this Lease. In the event that damage was caused due to the actions of both parties, the shared damage would be repaired or replaced through a cooperative action by both parties and their respective insurance carriers. However, if such destruction cannot be repaired within 120 days from date of destruction, City shall have the right to terminate this Lease upon 30 days written notice. If the existing laws do not permit the restoration, either party can terminate this Lease immediately by giving notice to the other party. (b) Abatement or Reduction of Rent. In case of destruction where Delhi is at fault, there shall be an abatement or reduction of rent between the date of destruction and the date of substantial completion of restoration based on the extent to which the destruction interferes with City's use of the Premises. In the event that a governmental authority with jurisdiction over the Premises recognizes a pandemic and issues an order requiring businesses to be closed, rent shall not be abated. 17. Default. (a) Default by City. The occurrence of any of the following shall constitute a default by City: (i) City shall fail to pay when due any rent or any other monetary sum payable under this Lease. (ii) City shall fail to observe, keep or perform any of the other terms, covenants, agreements or conditions contained in this Lease and such default continues for a period of thirty (30) days after written notice by Delhi specifying the nature of the default with reasonable particularity, unless the nature of the default is such that more than thirty (30) days is required to cure it and City commences to cure it within such thirty (30)-day period and thereafter diligently pursues it to completion. (iii) City shall become bankrupt or insolvent or make a transfer in fraud of creditors, or make an assignment for the benefit of creditors, or take or have taken against City City Council 12 — 8 12/ of 9 any proceedings of any kind under any provision of the Federal Bankruptcy Act or under any other insolvency, bankruptcy or reorganization act and, in the event any such proceedings are involuntary, City is not discharged from the same within thirty (30) days thereafter. (iv) A receiver is appointed for a substantial part of the assets of City, and such receivership is not released within thirty (30) days. (v) The abandonment of the Premises by City, or the vacation (hereby defined to be thirty (30) or more consecutive days of continual absence from the Premises) of the Premises by City. Notices given under this section shall be in writing and specify the alleged default and the applicable Lease provisions, and shall demand that City perform the provisions of this Lease or pay the rent that is in arrears, as the case may be, within the applicable period of time, or quit the Premises. (b) Delhi's Remedies. If any default by City shall occur, and following notice of default as required by this Lease (for the period applicable to the default under the applicable provision of this Lease), Delhi shall have the following remedies in addition to all other rights and remedies provided by law or equity, to which Delhi may resort cumulatively or in the alternative. (i) Delhi shall have the immediate option to terminate this Lease and all rights of City hereunder by giving written notice of such intention to terminate. (ii) No reentry or taking possession of the Premises by Delhi pursuant to this section shall be construed as an election to terminate this Lease. (c) Default by Delhi. The occurrence of any of the following shall constitute a default by Delhi: (i) Delhi shall fail to observe, keep or perform any of the other terms, covenants, agreements or conditions contained in this Lease and such default continues for a period of thirty (30) days after written notice by City specifying the nature of the default with reasonable particularity, unless the nature of the default is such that more than thirty (30) days is required to cure it and Delhi commences to cure it within such thirty (30)-day period and thereafter diligently pursues it to completion. (ii) Delhi shall become bankrupt or insolvent or make a transfer in fraud of creditors, or make an assignment for the benefit of creditors, or take or have taken against Delhi any proceedings of any kind under any provision of the Federal Bankruptcy Act or under any other insolvency, bankruptcy or reorganization act and, in the event any such proceedings are involuntary, Delhi is not discharged from the same within thirty (30) days thereafter. (iii) A receiver is appointed for a substantial part of the assets of Delhi, and such receivership is not released within thirty (30) days. Notices given under this section shall be in writing and specify the alleged default and the applicable Lease provisions. City Council 12 — 9 12/ of 9 (d) City's Remedies. If any default by Delhi shall occur, and following notice of default as required by this Lease (for the period applicable to the default under the applicable provision of this Lease), City, in addition to all other rights and remedies provided by law or equity, to which City may resort cumulatively or in the alternative, shall have the immediate option to terminate this Lease and all rights of Delhi hereunder by giving written notice of such intention to terminate. 18. Assignment and Subletting. City shall not either voluntarily or by operation of law, assign, transfer, mortgage, pledge, hypothecate or encumber this Lease or any interest therein, and shall not sublet the said Premises or any part thereof, or any right or privilege appurtenant thereto, or allow any other person (the employees, agents, servants, and invitees of City excepted) to occupy or use the said Premises, or any portion thereof, without first obtaining the written consent of Delhi which shall not be unreasonably withheld. 19. Signs. Delhi agrees that City may provide signs on the Building, and throughout the Premises, provided, at termination of its occupancy, City shall remove such signage. 20. Parking. City shall have the nonexclusive use of the parking area controlled by Delhi at and around the Premises; provided; however, that no invitee may park in an area designated, identified, and/or reserved for parking by any other tenant or tenants, if any. It is expressly understood and agreed that City's right to the use of said parking area shall be non- exclusive and subject to the Rules and Regulations, and that Delhi reserves the right to establish and enforce other rules with respect to the use thereof, and City agrees to abide by and conform to the same, as revised from time -to -time. 21. Attorne, sue. If either party commences an action against the other party arising out of or in connection with this Lease, the prevailing party shall be entitled to have and recover from the losing party reasonable attorney's fees and costs of suit. 22. Notices. Any notice required or permitted to be given hereunder may be given by personal delivery or by United States certified mail, postage prepaid, addressed to City at the Premises and to Delhi at 505 E Central Ave, Santa Ana, CA 92707, or at such other address as the Delhi shall designate in writing. 23. Waiver. Each and every waiver of any covenant, representation, warranty or any other provision hereof must be in writing and signed by each party whose interests are adversely affected by such waiver. No waiver granted in any one instance shall be construed as a continuing waiver applicable in any other instance. 24. Time is of the Essence. Time is of the essence of this Lease as to the performance of all terms, covenants, and conditions stated herein. 25. Successors and Assigns. Except as otherwise provided herein, all of the terms and conditions hereof shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. 26. Titles and Definitions. The titles of paragraphs herein are for identification only. They shall not be considered to be a part of this Lease and shall have no effect upon the City Council 12 — 10 12/ W2 of 9 construction or interpretation thereof The terms "Delhi" and "City" as used in this Lease shall include both singular, plural, masculine, feminine, and neuter as the context shall require. 27. Entire Agreement. This Lease contains the entire agreement of the Parties and supersedes all prior negotiations, drafts, and other understandings which the parties may have concerning the subject matter hereof. This Lease may not be modified except by written instrument duly executed by the parties hereto or their successors in interest. 28. Choice of Laws; Interpretation. This Lease has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Lease shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Lease. The provisions of this Lease shall be construed in accordance with the fair meaning of the language used and shall not be strictly construed against either party. 29. Authority. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective Parties to each of the terms of this Lease, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. IN WITNESS WHEREOF, Delhi and City have executed this Lease on the day and year set forth below. Dated:Z- Dated: LESSOR: THE DELHI CENTER B A�~ J a 'ta aPreciado-Hernandez l rimCEO TENANT: CITY OF SANTA ANA By: Kristine Ridge City Manager [signatures continued on next page] Page 8 of 9 City Council 12 —11 12/6/2022 ATTEST: Clerk of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney B •� Y- randon Salvatierra Deputy City Attorney RECOMMENDED FOR APPROVAL Brian Sternberg Executive Director Library Services Department Page 9 of 9 City Council 12 — 12 12/6/2022 EXHIBIT A City Council 12 — 13 12/6/2022 ------------ I I I I I - I O b.0 I >- I I I cL I _ I •— I I - I j I Q I I I 956 Sq. Ft. I I I I I - I I I - I I I L � � I M I c O I V I C I y i I I 1804 Sq. Ft. C7 I I I I --——— — — — — — — Trash Area EXHIBIT A Delhi Center Plot Plan 60 Sq. Ft. 'ater Heater STAGE Aallroom: 4460 Sq. Ft. nt Ballroom: 2370 Sq. Ft. k Ballroom: 2070 Sq. Ft. cordion Divider ----------------------- Ballroom Ballroom Height - 17ft Middle Section Height - 15ft r--——————— — — — — — � I � Library Patio Area I � I i I I Class Room ' I i 103 1038 Sq. Ft. I i 2 1 , Class Room Class Room i ' 574 Sq. Ft. 101 I i 2,149 Sq. Ft. Lobby/Reception lass Room 101 325 Sq. Ft. Room 101—Total 760Sq. Ft. Storaee Sauare Feet 1. 50 sf 2. 48 sf 3. 225 sf 4. 42 sf 5. 263 sf 6. 101 sf 7. 37 sf 8. 13 sf 9. 27 sf 10. 245 sf 11. 58 sf 12. 126 sf 13. 52 sf Total 1287 sf City Council 12 — 14 12/6/2022 EXHIBIT B City Council 12 — 15 12/6/2022 EXHIBIT B Delhi Community Center Library Possible Improvements: • Interior Library space — glass storefront -style entrance with marque signage overhead o Include interior and exterior displays (digital and display cases) • Reconfigure interior floorplan so conducive to public library space • Book Collection o Utilize mobile double -face shelving units for collection (72'Wx24"Dx52"H) o Collection ■ 20% YA ■ 50% Youth ■ 30%Adult • Laptop Kiosks for public computer desktops o No public desktop computers • Signage Plan Needed o Marque Library Exterior and Interior signage o Monument Sign @ entrance to parking lot (not internally lighted) • Book drop in parking lot as part of traffic flow • Public Printer/Copier/Scanner area — only one multi -use machine with computer screen • Furniture Plan Needed o Indoor furniture (flexible) o Outdoor reading/laptop use seating areas (secured) o Circ/Reference Mobile Desk (6-ft desk) o Inside Reader Tables • Staff 0 1Office o Circ/Reference Desk Service Point • Lighting Plan Needed (Interior and Exterior Patio) • Electrical Plan Needed (Interior and Exterior Patio) • Potential new exterior patio access through Library space • Small decorative patio fence • Shade Structure for Patio • Exterior Patio playground equipment — interactive, learn through playing • Outdoor area combination of soft-scape and hard-scape; drought tolerant landscaping • Children's programming seating (30 people) • Mobile book shelving/carts to the outdoor patio Infrastructure: • Internal/Exterior Patio Wifi Access Points - for Delhi and Library patrons • Network connectivity via IT (City private network) City Council 12 — 16 12/6/2022 EXHIBIT C City Council 12 — 17 12/6/2022 EXHIBIT C DELHI CENTER RULES AND REGULATIONS The following Rules and Regulations shall be in effect at the Premises. Delhi reserves the right to adopt reasonable modifications and additions hereto. In the case of any conflict between these Rules and Regulations and the Lease, the Lease shall be controlling. 1. The City employees, agents, guests, and invitees shall comply with all applicable laws and government rules and regulations. 2. No live animals are to be brought onto the Center without the prior written authorization of Delhi, except for service animals. 3. The Center is a non-smoking facility. No smoking, including vaping, is permitted inside the facility or in its courtyard at any time. Designated smoking areas are located outside at least 100 feet away from the front door of the Center. 4. Illegal drugs are not permitted in or on the Center's property, including parking areas. 5. Upon substantial completion of the improvements, tentatively January 2024, the Library shall not be open to the public Saturdays after 2:00 pm, Sundays and legal holidays. Special events and functions will be coordinated by Parties. 6. Parties shall meet regularly to coordinate improvements, transitions, programming, and events. Meetings will occur more frequently during improvements and six months after commencement of public operations. Frequency, dates, and times are to be agreed upon at the initial meeting after the execution of the lease and shall not exceed one regularly scheduled meeting per month, or as necessary. 7. City will receive one annual rental of the Delhi ballroom space free of charge during regular Delhi hours, and based on availability with thirty (30) days written notice. 8. City will have access to the Premises (as identified in Exhibit A) and common areas. Minors in fifth (5th) grade or below must be accompanied by a parent, guardian, or family member in ninth (9th) grade or above. 9. City shall not allow the number of employees, agents, guests, and invitees to exceed the maximum number allowed for such Area as set forth by the number permitted under government regulations. 10. Parking is only allowed in designated areas. The Center driveway is to be used for loading and unloading only. 11. The lobby, hallways and courtyard shall not be obstructed by the City or used by it for any purpose other than for ingress to and egress from their respective Premises. City will request in writing approval to place objects in common areas. 12. The City will abide by all rules set forth by waste collection provider, Republic Services when disposing of waste. City will be responsible for reimbursing Delhi for penalty charges assessed by waste collection provider for overflowing trash bins, or other violation when caused by City. 11/0�6F,ouncil 12 — 18 12/6/2022 EXHIBIT C DELHI CENTER RULES AND REGULATIONS 13. City, shall deliver to Delhi a set of keys for the Premises to be used for emergency purposes. Delhi shall deliver to the City a key for the Premise and restrooms. Upon the termination of its tenancy, parties shall return keys that have been furnished. 14. City shall see that the windows and doors of the Premises are closed and securely locked before leaving the Premises and City shall exercise care that all utilities are shut off before City or City employees leave the Premise, and that all other items are shut off, so as to prevent waste or damage. 15. City shall not erect any aerial or antenna on the roof or exterior walls of the Premises, the Building, or the Premises, without prior consent. 16. Delhi reserves the right to make such other and further rules and regulations as in its reasonable judgment may be for the safety, care and cleanliness of the Premises and for the preservation of good order therein. Such additional Rules and Regulations shall be noticed 45 days in advance of implementation and mutually agreed upon by both parties. City agrees to abide by these Rules and Regulations herein above stated and any additional rules and regulations which are adopted hereafter. 114 t Puncil 12 — 19 12/6/2022 Parks, Recreation, and Community Services www.santa-ana.org/parks Item # 13 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Agreement Amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for the Senior Meals Program AGENDA TITLE: Agreement Amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for Senior Meal Programs to Increase the Total Agreement Amount by $50,000 for a New Agreement Total Not to Exceed $100,000 and Extend the Agreement Term by Six Months through June 30, 2023 (General Fund) RECOMMENDED ACTION Authorize the City Manager to execute an agreement amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for Senior Meal Programs to increase the total agreement amount by $50,000, for a new agreement total not to exceed $100,000, and extend the agreement term by six months through June 30, 2023 to be funded by the General Fund, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION Community SeniorServ, Inc. dba Meals on Wheels (MOW) Orange County provides the Home Delivered Meals (HDM) and Senior Lunch Cafe programs to the City of Santa Ana. MOW prepares and delivers three meals, five days per week, directly to the homes of HDM program participants. A registered dietician plans the meals to assure 100% of the U.S. Nutritional Recommended Daily Allowance - consisting of a breakfast, a cold lunch, and a frozen dinner. In addition to meals, clients benefit from daily contact with delivery staff as well as the calls and/or visits from caseworkers who regularly check on their well-being. The Senior Lunch Cafe Program helps alleviate poor nutrition among the elderly population, especially prevalent among those who live alone and/or on a limited income. This nutrition program is normally available at two sites in Santa Ana (Santa Ana Senior Center and Southwest Senior Center) and seeks to enhance the physical and mental well-being of the elderly population by: • Encouraging a sense of dignity; • Providing stimulating activities and volunteer opportunities; and • Augmenting participants' financial resources by providing donation -based meals. City Council 13 — 1 12/6/2022 Agreement Amendment with Community SeniorServ, Inc. dba Meals On Wheels Orange County for the Senior Meals Program December 6, 2022 Page 2 The agreement also provides $9,700 for as -needed meals/services during the term of the contract for special senior programs that may occur. The Parks, Recreation and Community Services Agency (PRCSA) entered into a six- month agreement with MOW for the term of July 1, 2022 to December 31, 2022, with a total agreement amount not to exceed $50,000. PRCSA is now requesting to extend the term of the agreement for an additional six months, for a new termination date of June 30, 2023, and to increase the total agreement amount by an additional $50,000, for a new total agreement amount not to exceed $100,000. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds for the additional amount are budgeted and available in the following account for the specified year: Fiscal Accounting Fund Accounting Unit, Account Amount Year Unit -Account # Description Description FY 22-23 01113230- General PRCSA-Recreation & Comm. Svc, $50,000 62300 Fund Contractual Services -Professional EXHIBIT(S) 1. Amendment Submitted By: Hawk Scott, Executive Dir. of Parks, Recreation and Community Services Approved By: Kristine Ridge, City Manager City Council 13 — 2 12/6/2022 FIRST AMENDMENT TO AGREEMENT WITH COMMUNITY SENIORSERV, INC., DBA MEALS ON WHEELS ORANGE COUNTY FOR A SENIOR MEAL PROGRAM THIS FIRST AMENDMENT to the above -referenced agreement is entered into December 6, 2022, by and between Community SeniorServ, Inc., a California nonprofit corporation dba Meals on Wheels Orange County ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. The parties entered into Agreement No. N-2022-206 ("Agreement") dated July 1, 2022, to retain Contractor to deliver meals to homebound senior residents and provide meals for senior residents at City senior centers. B. The Agreement is current and in -effect through January 31, 2023. C. The parties now wish to amend the Agreement to increase the compensation and extend the term of the Agreement. The Parties therefore agree: 1. Section 2(a), Compensation, is hereby amended to increase the total sum to be expended under the term of the Agreement, including any extension periods, by $50,000 for a total amount not to exceed $100,000, as further detailed in Exhibit A-1 attached hereto and which shall replace Exhibit A in the Agreement. This sum is comprised of (1) the base amount of $90,300 and (2) a contingency in the amount of $9,700 for additional services at the City's sole discretion. 2. Section 3, Term, is hereby extended until June 30, 2023, unless terminated earlier in accordance with Section 15 of the Agreement. 3. Except as modified by this First Amendment, all terms and conditions of the Agreement, shall remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this First Amendment to the Agreement on the date and year first written above. ATTEST CITY OF SANTA ANA KRISTINE RIDGE Clerk of the Council City Manager [signatures continued on next page] City Council 13 — 3 12/6/ 0 2 APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By: 304t/-5--� Bran on Salvatierra Deputy City Attorney RECOMMENDED FOR APPROVAL Hawk Scott Executive Director Parks, Recreation and Community Services Agency CONTRACTOR 1-1x� Holly g-1af President & CEO of 2 City Council 13 — 4 12/6/ EXHIBIT A-1 City Council 13 — 5 12/6/2022 City of Santa Ana Scope of Work Name of Organization Meals on Wheels Orange Coungy Name of Funded Program Home Delivered and Lunch Cafe Programs Annual Accomplishment Goal I. Total number of unduplicated Participants (Santa Ana and Non -Santa Ana participants) anticipated to be served by the funded program, named above, during the second 6-month contract period, from Jan. 1, 2023 - June 30, 2023. 4,000 Participants II. Number of ONLY unduplicated Santa Ana Participants to be served by the funded program, named above, during the second 6-month contract period, from Jan. 1, 2023 - June 30, 2023. 315 Participants Program and Funding Description III. Description of Work - In the space below, describe the program to be funded during the 12-month contract period. What specific activities will be undertaken during the contract period. Please be concise in your response. Only the viewable space will print. For FY 22-23, Santa Ana discretionary funds not to exceed $100,000 ($90,300 for base services [Home Delivered Meals and Lunch Cafe Programs] and $9700 for additional as needed services) will be utilized to help fund the raw food costs of home delivered and Lunch Cafe meals to Santa Ana older adult participants from July 1, 2022 - June 30, 2023. Home Delivered Meal Program: Participants in the HDM Program will receive a total of 3 nutritious meals, 5 days a week delivered to their home along with case management services. Meals will be delivered by paid and volunteer drivers. Eligibility and case management services will be provided by Meals on Wheels Orange County Case Managers. Participants will also have access to other services at no charge including in -home services, respite services, home safety equipment, and other resources. Lunch Cafe Program: Participants in this Program will be provided with nutritional lunches at 2 sites in Santa Ana - Southwest Senior Center and Santa Ana Senior Center. Additional As -Needed Services: During the course of the year, the City conducts programs/services that may require additional meals to be provided that are beyond the scope of the programs listed above. In such instances, the City will request a quote from Community SeniorSery (dba Meals on Wheels Orange County) for additional cost and use contingency funds included in the total agreement amount. Schedule of Performance Estimate the number of ONLY unduplicated Santa Ana participants to be served by the funded program during the 12- month contract period per quarter. (Enter number of new Santa Ana Participants served each quarter. If they were served in quarter 1 do not count them again in quarter 2) Quarter 1: July 1 - September 30 200 Participants Quarter 2: October 1- December 31 185 Participants Quarter 3: January 1- March 31 165 Participants Quarter 4: April 1 -June 30 150 Participants 700 Total unduplicated Santa Ana Participants to be served. Schedule of Invoicing Quarter 1: July 1 - September 30 Quarter 2: October 1- December 31 Quarter 3: January 1- March 31 Quarter 4: April 1 -June 30 1 $25,000 1 $25,000 $25,000 $25,000 $ 100,000.00 Total including contingeny City Council 13 — 6 12/6/2022 Exhibit A-1 Page 1 of 1 Information Technology www.santa-ana.org/information-technology i Item # 14 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Agreement With SDI Presence For Enterprise Resource Planning (ERP) System Selection Professional Services AGENDA TITLE: Approve Agreement with SDI Presence, LLP for Enterprise Resource Planning (ERP) System Selection Professional Services in an annual amount not to exceed $128,344 (Non -General Fund) RECOMMENDED ACTION Authorize the City Manager to execute an agreement for Enterprise Resource Planning (ERP) System Selection Professional Services with SDI Presence, LLP (SDI), for a term beginning January 1, 2023, and expiring June 30, 2024, for a total amount not to exceed $128,344, which includes a contingency in the amount of $25,669 subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The two primary applications that make up the City of Santa Ana's Enterprise Resource Planning (ERP) system are the Infor Lawson Financial and Procurement system (Lawson) and the NeoGov High Line (High Line) Human Resources and Payroll system (HRMS). The City has been utilizing the existing Lawson financial system since September of 2009, and it has approximately 300 users citywide. The City uses the Lawson financial system to process, account for, maintain, track, and report on the City's financial information and transactions. This includes functions for general ledger, accounts payable, billing, accounts receivable, cash management, procurement, inventory, asset management, grant management, projects and activities, budgeting control, business intelligence, and financial reporting. The system is used to produce the annual financial statements required by California state law and the City charter. The City has been utilizing the High Line HRMS since December of 1999. This system is used to maintain personnel information, record time and attendance, process payroll, administer benefits, control positions, and forecast personnel costs. The system's employee and manager self-service portal is used by approximately 1,500 City employees to access their pay stubs, benefits, leave accrual balances, salary information, training, and other employee information. City Council 14 — 1 12/6/2022 Agreement With SDI Presence For System Selection Professional Services December 6, 2022 Page 2 The City owns perpetual software licenses for these systems and has regularly performed upgrades as the vendors have issued new releases. We are currently on the latest release of each system that each vendor offers that is not a cloud -based, Software -as -a -Service (SaaS) version. The software industry is trending towards the SaaS subscription licensing model, and most vendors no longer offer perpetual (on - premise) licensing or will not provide future upgrades to the legacy versions. In fact, the City has been told that there will not be any additional upgrades to the versions of our systems and we would be required to transition to the vendors' SaaS versions in order to obtain any new enhancements. Since the City will have to expend a large effort to migrate to a new software version, this is an ideal time to evaluate vendor solutions to see which systems would best meet the City's current and future needs. As the City has not evaluated the marketplace for ERP systems for nearly 20 years, it is prudent to utilize a professional service consultant that has extensive, niche knowledge of current vendor offerings to assist us with our selection process. Staff researched the City's options to engage a firm for system selection professional services and subsequently received a proposal from SDI for ERP Consulting Services to assist with conducting a comprehensive needs assessment, developing an RFP, assisting with vendor evaluations, performing business process mapping, and assisting with vendor contract negotiations. SDI is uniquely qualified to perform this work, as they have more than 25 years of hands-on experience with ERP software procurement and implementations. They have worked with more than 200 West Coast clients and completed well over 50 ERP software selection projects for similarly -sized public sector agencies for both on -premise and SaaS (Cloud) ERP solutions. They have local Southern California staff that are able to be onsite as needed for the duration of the project and have hourly rates consistent with the industry marketplace. Contracting with SDI would reduce the administrative costs and time required to commence the project. The proposal is for $102,675 and includes an option for additional services. The City has identified several financial business processes that we would like them to analyze for potential improvement prior to the implementation of a new system. Because the proposal cost is based on an estimate of hours required to perform the work and because the City may wish to add additional process areas to be analyzed, we are including a 25-percent contingency of $25,669 for a total not -to -exceed amount of $128, 344. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. City Council 14 — 2 12/6/2022 Agreement With SDI Presence For System Selection Professional Services December 6, 2022 Page 3 FISCAL IMPACT Funds in the amount of $128,344 are budgeted and available in the current fiscal year's contract professional services account 62300, and remaining funds will be rolled over to the future fiscal year, if necessary, for a total aggregate amount not to exceed $128,344 over the life of the agreement. Estimated amounts expended per fiscal year are shown in the table below. Fiscal Accounting Unit - Fund Accounting Unit Amount Year Account No. Description — Account No. Description 2022-23 10920149-62300 Information Projects — $70,000 Technology Professional Services 2023-24 10920149-62300 Information Projects — $58,344 Technology Professional Services Total: $128,344 EXHIBIT(S) 1. Agreement with SDI Presence, LLP Submitted By: Jack Ciulla, Chief Technology Innovations Officer Approved By: Kristine Ridge, City Manager City Council 14 — 3 12/6/2022 AGREEMENT WITH SDI PRESENCE, LLC, TO PROVIDE SYSTEM SELECTION PROFESSIONAL SERVICES FOR THE CITY OF SANTA ANA THIS AGREEMENT is made and entered into this 6th day of December, 2022 by and between SDI Presence, LLC, a Delaware company ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. The City desires to retain a consultant having special skill and knowledge in the field of system selection professional services. B. Consultant represents that it is able and willing to provide such services to the City. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform during the term of this Agreement the services that are described in the Scope of Work, which is attached as Exhibit A and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services under this Agreement, the rates and charges identified in Exhibit A. The total sum to be expended under the term of this Agreement, including any One Hundred Twenty -Eight Thousand, Three Hundred Forty -Four Dollars and Zero Cents ($12$,344.00). This sum is comprised of (1) the base amount of $102,675 and (2) a contingency in the amount of $25,669 for additional services at the City' sole discretion. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. C. Payment need not be made for work that fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. City Council 14 — 4 12/6/2022 Page 1 of 10 3. TERM This Agreement shall commence January 1, 2023, and terminate on June 30, 2024, unless terminated earlier in accordance with Section 17, below. 4. PREVAILING WAGES Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. City Council 14 — 5 12/6/2022 Page 2of10 7. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Minimum Scope and Limit of Insurance 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or if Consultant has no owned autos, hired, (Code 8) and non -owned autos (Code 9), with a limit no less than $1,000,000 per accident for bodily injury and property damage. 3. Workers' Compensation: as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Professional Liability (Errors and Omissions): insurance appropriate to the Consultant's profession, with limit no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate. 5. Broader Coverage: if the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. b. Other Insurance Provisions 1. Additional Insured Status: The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connectionwith such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance (at least as broad as ISO Form CG 20 10 11 85 or if notavailable, through the City Council 14 — 6 12/6/2022 Page 3 of 10 addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 2037 if a later edition is used). 2. Primary Coverage: For any claims related to this contract, the Consultant's insurance coverage shall be primary coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self- insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. 3. Notice of Cancellation: Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City. 4. Waiver of Subrogation: Consultant hereby grants to City a waiver of any right to subrogation that any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. 5. Self -Insured Retentions: Self -insured retentions must be declared to and approved by the City. The City may require theConsultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City. 6. Acceptability of Insurers: Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City. 7. Claims Made Policies (applicable only to professional liability): i. The Retroactive Date must be shown, and must be before the date of the contract or the beginning of contract work. ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. City Council 14 — 7 12/6/2022 Page 4 of 10 iii. If coverage is canceled or non -renewed, and not replaced with another claims -made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase "extended reporting" coverage for a minimum of five (5) years after completion of work. 8. Verification of Coverage: Consultant shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage requiredby this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing allpolicy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 9. Subcontractors: Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from subcontractors. 10. Special Risks or Circumstances: City reserves the right to modify these requirements, including limits, based on the nature of therisk, prior experience, insurer, coverage, or other special circumstances. 8. INDENINIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City City Council 14 — 8 12/6/2022 Page 5of10 may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interest and shall not have interests, direct or City Council 14 — 9 12/6/2022 Page 6 of 10 indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714-647-6956 Chief Technology and Information Officer Information Technology Department City of Santa Ana 20 Civic Center Plaza (M-42) P.O. Box 1988 Santa Ana, California 92702 Fax: 714-647-5381 To Consultant: SDI Presence, LLC Attn: David A. Gupta, CEO 200 East Randolph, Ste. 3550 Chicago, IL 60601 Fax: 312-580-7600 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be City Council 14 — 10 12/6/2022 Page 7 of 10 modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services that are the subject to this Agreement performed by City personnel or by other consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work that fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as deemed and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. City Council 14 —11 12/6/2022 Page 8 of 10 Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. In the event of any conflict or inconsistency between the terms and conditions in this Agreement and any terms or conditions set forth in any Exhibit, purchase order, or other document relating to the transactions contemplated by this Agreement, the terms and conditions set forth in this Agreement shall prevail. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: CITY OF SANTA ANA Clerk of the Council Kristine Ridge City Manager [signatures continued on next page] City Council 14 — 12 12/6/2022 Page 9of10 APPROVED AS TO FORM CONSULTANT SONIA R. CARVALHO City Attorney randon Salvatierra Sharee L. Wolff Deputy City Attorney Chief Financial Officer RECOMMENDED FOR APPROVAL Jack Ciulla Chief Technology and Information Officer Information Technology Department City Council 14 — 13 12/6/2022 Page 10of10 Al♦ meI V_ w City Council 14 — 14 12/6/2022 PROPOSAL PREPARED FOR City of Santa Ana Enterprise Resource Planning (ERP) Consulting Services r r: September 9, 2022 Respectfully Submitted By: ° 3, Patrick Griffin • ,I `'`,Y4 Vice President SDI i� Email: pgriffln@sdipresence.com Phone: 714-975-4150 S D I P R E S E N C E L L C j OSDI- Los Angeles l 6090 Center Drive, 4th Floor, Los Angeles, CA 90045 sdipresence.com Toil: 888.YOUR.SDI (888.968.7734 XSDI CL CoverLetter...........................................................................................................................................................1 ConsultantInformation......................................................................................................................2 FirmQualifications..............................................................................................................................................2 RelatedERP Experience......................................................................................................................................5 ProjectApproach...............................................................................................................................7 ProjectUnderstanding........................................................................................................................................7 Additional Information About SDI's Approach.................................................................................................15 WhySDI?...........................................................................................................................................................17 ProjectSchedule...............................................................................................................................................18 Cost Proposal — New System Procurement........................................................................................19 Optional Additional Service Offerings...............................................................................................20 Business Process Mapping................................................................................... Error! Bookmark not defined. Project Management During New System Implementation ............. ................... ............. — ............................. 20 Proposal to City of Santa Ana EPP Consulting Services September9, 2022 9SDI EL September 9, 2022 Mr. Jack Ciulla, Chief Technology Innovations Officer Ms. Kathryn Downs, Executive Director of Finance City of Santa Ana 20 Civic Center Plaza Santa Ana, CA 92701 RE: Consulting Services for Enterprise Resource Planning (ERP) Project Dear Mr. Ciulla and Ms. Downs: SDI Presence LLC (SDI) respectfully submits this proposal to the City of Santa Ana (City) for professional services to assist with the selection of a new Enterprise Resource Planning (ERP) system. Based on our meeting last week, we understand that the City is seeking the services of a professional technology management consulting firm to partner with the City to conduct a comprehensive needs assessment, RFP process, vendor evaluation and selection, and negotiation of a contract for the procurement of a replacement ERP system. Since 1996, SDI has worked with more than 200 public sector agencies to plan, procure, implement, and operate technology. More specifically to the City's needs, SDI has worked with more than 50 similar -sized public agencies to help them assess, procure, select, and implement new ERP systems. As an example, SDI is currently providing, or recently completed, ERP projects at the following municipalities: • City of Alameda • City of Chino Hills • City of Fremont • City of Glendale • City of Merced • City of Redwood City • City of San Ramon • City of Vacaville • City of Burlingame • City of Davis • City of Fresno • City of Half Moon Bay • City of Ontario • City of Rohnert Park • City of Seal Beach • City of Vernon • City of Carson • City of Dublin • City of Gilroy • City of Manhattan Beach • City of Redlands • City of San Bernardino • City of Sunnyvale • City of Walnut Creek To complete this project, SDI will utilize a proven and structured project management approach to ensure the successful procurement of a new ERP system, while minimizing potential project risks and disruption to the City's daily operations. We are confident that when you review our proposal you will agree that SDI brings the experience, expertise, resources, and tools to assist the City with this important project. SDI is prepared to undertake the project upon contract execution. If you have any questions or require additional information, please feel free to contact me at pgriffin@sdipresence.com or by telephone at 714-975-4150. We look forward to the opportunity of partnering with the City of Santa Ana on this important project. Sincerely, Patrick Griffin, Vice President SDI Presence LLC Pioposai to Lily u} �,,uoru a�a ERP Consulting Services September 9, 2022 Firm Qualifications SDI is an IT consultancy and managed services provider that leverages its strong team presence to advance our clients to a secure digital enterprise. With a 25-year corporate resume, SDI delivers strategic managed services, IT consulting, and hybrid infrastructure solutions to optimize our clients' technology environments. SDI is a certified Minority Business Enterprise (MBE), with a portfolio of clients that includes some of the nation's largest airports, utilities, commercial real estate portfolios, and government agencies. SDI delivers a deep technical presence through a local delivery model to achieve customer confidence and success. SDI is headquartered in Chicago, Illinois with regional offices in Dallas/Fort Worth, Texas and Los Angeles & Sacramento, California. End -to -End Solution Set to Drive Value and Accountability )(SDI E t T64 �Y {�Y SDI PRESENCE Snapshot • 25+ year resume • 300+ employees • Headquartered in Chicago • Seasoned executive leaders • Low 13 o employee turnover • 98% customer satisfaction rating SDI brings holistic solutions to our clients, integrating legacy and . Financially stable 3A2 DEtB cloud -based applications and infrastructure across our clients' Rating networks to produce data -based insights that drive sound business . $20M in projected 2020 decisions and improve performance. SDI works with a broad range diversity spend of industry -leading partners and leverages its own in-house expertise to deliver technology solutions that provide the highest degree of reliability and performance to our clients. Led by PMP-certified Project Managers, the SDI team delivers comprehensive services designed to drive our clients' business strategies. SDI's solutions are specifically designed to leverage innovative technology and business processes to maximize critical infrastructure assets, increase productivity and reduce the cost of IT ownership at our clients. Each SDI solution area is driven by certified, experienced industry professionals, complimented by extensive company credentials and a resume of successful technology delivery. +tir..J: Ui i4 Cly �f iUnW :-it}O ERP Consulting Services September 9, 2022 SDI's core services include: 1LOGy C ASDI E l c1i!r%51LT1I1G MANAGED SERVICES APPLICATIONS INFRASTRUCTURE SECURITY • New System • Requirements • Network • Organization • ITSM Service Implementation Assessment Engineering Policies and Desk Project • Selection and • Data Center Procedures . IT Infrastructure Management Procurement a Hybrid Cloud a Enterprise Managed • Organizational . Business Process . Hyperconverged Vulnerability Services Change Reengineering Infrastructure/ Assessments • Enterprise Management • QA/Testing Software Defined • Cyber Application • Quality • Project Data Center Awareness Managed Assurance Management (SDDC) Training Services Services • Implementation • VolP Services • Cyber • Managed • IT Strategic and Integration Remediation Security Planning • Services a Services • IT/Project • Disaster • Public Safety Assessments Recovery/ Systems • IT Governance Business Managed • Interim CIO/CTO Continuity Services • Digital Identity a Real Estate Data Transformation Management Managed Services • Integrated Services Public Safety Systems SDI offers a broad technical skill set to our clients, offering deep expertise in each stage of the traditional or cloud -based system lifecycle. SDI brings a well-rounded team of professional business consultants, certified technicians and years of mission -critical IT experience to each of our client engagements. Unmatched Technical & Industry - -- Expertise SDI teams bring executive presence and diverse perspective to our clients' most complex projects. Our team of professionals bring previous experience gained from running large IT operations and multimillion -dollar IT projects. Together, the SDI Team has an extensive history of k�`S running complex, 24x7 mission -critical IT environments that demand both a broad and deep IT expertise and unwavering commitment to performance excellence —from a comprehensive ITAssessment for a local municipality, to enterprise cybersecurity remediation at a utility, to a 24x7x365 IT managed services program across a large city transit authority. We bring industry subject matter expertise, technical certifications and methodologies, and a desire to mark a positive impact for our clients. f fGr,)Sul io :.i(y' uj _,ut�1,J A110 ERP Consulting Services September 9, 2022 )(SDI [CL Presence. For Our Clients, Colleagues and Community Our commitment to presence achieves a confidence, connectivity, and conduit for value creation that is unmatched in our space. Every day, the SDI Team's presence is demonstrated by constantly and consistently being: Focused: in giving our full attention and energy to our shared goals and the task at hand. Alert: of industry trends, technical opportunities, and potential risks. Mindful: as we listen, engage and communicate — to inform our decisions and better outcomes. Invested: professionally, personally and economically in our work. Local: in our physical energy to build deep relationships and provide outstanding support. YOU. taking the time to care for ourselves and our significant others. Awards and Recognition The SDI Team prides itself on applying these points of presence in our work, business relationships, and larger community. SDI has been repeatedly recognized for its culture, diversity, and employee engagement by several leading publications including: 2020 Listings include (out of 5,187 companies) � Z � B E S T Overall Best Company to Work for in Chicago PLACES Best Mid -Size Company to Work for in Chicago (51-500 employees) i° W O R K Best Perks and Benefits Company in Chicago . H I ( A G 0 I* ! BEST PLACES NTO WORK IN CHICAGO ,.._ . .1 I a, I510.3 _I i1 Chicago United Championship Team 2017 BEST PLACES TO WORK SACRAMENTO BUSINESS )OURNAL Proposal to City of Santo Ana ERP Consuiting Services September 9, 2022 Related ERP Experience SDI has extensive experience working with local government agencies performing the services the City is seeking. To date, we have worked with over 50 public agencies (e.g. municipalities, counties, fire districts, and utility districts) on ERP projects. The following table identifies our ERP clients, past and present. • City of Alameda • Camrosa Water District • City of Chino • Coachella Valley Water • City of Davis • City of Fremont • City of Glendale • City of La Quinta • City of Manhattan Beach • Moulton Niguel Water • Placer County • City of Redlands • City of Rohnert Park • San Bernardino City Water • Santa Clara Valley Water • Sonoma County • City of Sunnyvale • City of Walnut Creek • City of Benicia • City of Burlingame • City of Carson • City of Carson City (NV) • City of Chino Hills • Chino Valley Ind. Fire Dist. • Consumnes CSD • Cucamonga Valley Water + Douglas County (NV) • City of Dublin • City of Fresno • City of Gilroy • City of Half Moon Bay • City of Indio • Lakeside Fire Protection • Las Virgenes Water District • City of Merced • City of Millbrae • City of Ontario • City of Paso Robles • City of Pleasant Hill + City of Poway • City of Redwood City • Riverside Co. Trans. Comm. • Sacramento Metro. Fire • San Benito County • San Joaquin COG • City of San Ramon • City of Seal Beach • Silicon Valley Clean Water • South Tahoe PUD • City of Suisun City • City of Vacaville • City of Vernon • City of Yucaipa SDI's recent experience includes working with agencies that have chosen to procure Moth on -premise and SaaS (Cloud) ERP solutions. This experience allows us to bring our clients current and relevant knowledge about these solutions offerings, including critical terms and conditions that should be considered in the negotiated agreements. It is important to note that SDI has, and will continue to be, 100% independent from any ERP solution provider. We pride ourselves on this independence and recognize that it is a critical attribute during the software vendor procurement process. While we remain independent from any ERP solution provider, we are knowledgeable and current on enterprise software vendors and products in the marketplace. Our consultant team has participated in selection processes that have included Cogsdale, Harris, Tyler Incode, Superion, Accela, Tyler Munis, Oracle, Workday, SAP, Tyler New World, CGI, Agresso, Microsoft Dynamics, Caselle, Infor, PeopleSoft, JD Edwards, and others. Our recent and relevant experience with ERP procurements and implementations has also exposed our project managers to working with 3rd party vendors to integrate ERP systems to these 3rd party systems. For example, SDI regularly encounters the need for integration points between ERP systems and standalone timekeeping, cashiering, utility billing, land management, and work order systems, to name a few. These integration points require our project managers to navigate the often -complex relationships between the ERP system and the standalone software providers, so that we can help ensure our clients achi t )?. &W1;& level ot integration to reduce cluplicaiXe entry and multiple a a, q�Mg�sa, os". Profibscll iu Cry Oj aUflf[l ii1iR ERP Consulting Services September 9, 2022 Managing the development of integrations between providers and ensuring the City's goals for the integration points are met, is one of our core competencies. With regard to data conversion knowledge, SDI has participated in or performed this activity at numerous public agencies during our project management activities. SDI resources are skilled in this area and are familiar with the nuances of data conversion, including initial data cleansing in the legacy system, data mapping between systems to ensure data integrity, and data validation to verify that the information has been accurately transferred. This final step can include multiple data passes after correction of data transfer errors and requires a resource with the knowledge and understanding to complete the data conversion process accurately. One of the greatest values to utilizing SDI for the City's engagement is our significant experience with ERP products on the market. While we remain I00% vendor independent, we have a comprehensive understanding of the ERP marketplace and the various products available to local government agencies. Proposal to City of Sonta Ana ERP Consulting Services September 9, 2022 Page 6 XCSDI$ P 3 P N[L Project Understanding SDI understands that the City is interested in utilizing the services of a technology consulting partner to assist with the selection of a new Enterprise Resource Planning (ERP) solution. Further, we understand that the City seeks the services of a consultant team that is knowledgeable about the current ERP landscape and can provide independent, fact -based support to assist the City with a decision. Finally, we understand that the City is interested in identifying an industry standard, commercial -off -the -shelf modular software solution that is configurable by City staff and requires few, if any, modifications to the software to meet the City's needs. SDI is prepared to meet the City's needs by utilizing our proven procurement methodology and approach designed specifically to meet the unique needs of public sector agencies. Presented below is SDI's five - phased approach: The "Initiate" phase which establishes the foundation for effective communication and the successful completion of the project. The "Requirements" phase which encompasses a thorough discovery of the City's specific objectives and needs to ensure all the features, functions and requirements (e.g. user, interface, conversion, technical, etc.) necessary are defined and documented and communicated through the resulting documents for inclusion in the RFP. The "RFP" phase wherein the Request for Proposal is developed to meet the procurement requirements of the City. The "Select" phase which provides the structure for a fair and organized means to complete the review and decision process to select the best solution presented. The "Negotiate" phase which results in formal completion of agreements with the selected ERP solution vendor and the City. We recognize that the City is interested in more than simply employing a company to oversee its project — you require the expertise of a proven professional with significant experience and knowledge of local government operations and ERP products, and who can provide the City with the experience and expertise to navigate the complexities associated with a comprehensive ERP procurement. In addition, the City is seeking a resource with experience in local government financial operations that can provide suggestions and recommendations for business process improvements to increase organizational efficiency and effectiveness. SDI is prepared to support the City's project with a proven team of dedicated professionals. r �,posal to City of Santa Ano ERP Consulting Services September 9, 2022 XSDIEL As described briefly in the Project Understanding section of our proposal, SDI's approach to enterprise system procurements follows a structured methodology designed to help ensure that the City's goals for the project are achieved. Provided below is our project approach and detailed work plan for new system procurement. The "Initiate" phase which establishes the foundation for effective communication and the successful completion of the project. The "Requirements" phase which encompasses a thorough discovery of the City's specific objectives and needs to ensure all the features, functions and requirements (e.g. user, interface, conversion, technical, etc.) necessary are defined and documented and communicated through the resulting documents for inclusion in the RFP. The "RFP" phase wherein the Request for Proposal is developed to meet the procurement requirements of the City. The "Select" phase which provides the structure for a fair and organized means to complete the review and decision process to select the best solution presented. The "Negotiate" phase which results in formal completion of agreements with the selected ERP solution vendor and the City. Figure 2 provides an overview of the phases, activities, and deliverables for our proposed methodology. PHASES TASKS PHASE 1 1.1 —Project Sponsor Planning Meeting 1.2 — Work Plan Development and Review 1.3 — Conduct Project Kickoff Meeting 2.1—Request and Review Documentation 2.2 — Conduct 5ystem Requirements Workshops 2.3 — Document Functional Requirements 2.4 — Document Interfaces/Technical Requirements 2.5— Document Data Conversion Requirements 3.1— Prepare Draft Request For Proposal (RFP) 3.2 — Review Draft RFP With Stakeholders 3.3 — Identify and Notify Potential Bidders 3.4 — Release RFP 4.1— Address Vendor Questions 4.2 — Prepare Evaluation Committee 4.3—Conduct Initial Screening of Proposals 4.4— Assist with Review and Scoring of Proposals 4.5—Prepare for Proof of Capabilities (POC) 4.6—Facilitate POC Sessions 4.7— Assist with Due Diligence 4.8— Prepare Vendor Selection Report DELIVERABLES • Work Plan • Kickoff Meeting Presentation • Documentation Request Listing • Functional and Operational Requirements • Interface and Technical Requirements • Data Conversion Requirements • Draft RFP • Final RFP • Vendor Listing • Vendor Question Responses • Evaluation Scoring Methodology and Matrix Template • Evaluation Scoring Matrix Summary • POC Session Agenda and Scripts Vendor Selection Report 5.1 —Research Prior Vendor Agreements 5.2 — Conduct Initial Agreement Review Final Agreement with Vendor 5.3— Facilitate Negotiation Strategy Workshop • City Council Meeting Participation 5.4—Conduct Negotiation Meetings 5.5— Assist in Obtaining City Council Approval In the following pages, we provide a detailed work plan outlining our tasks and the associated deliverables for each task. r-OW ra -MG01 4 24 4 2�6T2922 i'r u,wsat to City of Santo Ana ERP Consulting Services September 9, 2022 Phase 1 — Initiate The purpose of the Initiate phase is to prepare for, and initiate, the project under a well-defined work plan. This stage includes confirming our understanding, as well as the understanding of the stakeholders, regarding the scope of work and the process for accomplishing the overall objectives of the project. PHASES TASKS DELIVERABLES 1.1— Project Sponsor Planning Meeting 1.2 — Work Plan Development and Review 'work Plan 1.3 —Conduct Project Kickoff Meeting Kickoff Meeting Presentation TASK DESCRIPTION: SDI will meet with the City's Project Sponsor and other key staff to complete a detailed review the scope of work, project timeline, deliverables, project status methods, project participants (i.e. sponsor, subject matter experts, technical resources, etc.), and other items to ensure a well -planned project. During this meeting, SDI will discuss the tools and templates that will be leveraged. TASK DESCRIPTION SDI will develop a Work Plan that identifies the project approach, methods, tasks, activities, resources, schedule, budget, deliverables, issue and risk management, and major milestones. DELIVERABLE: Work Plan TASK DESCRIPTION: Since the project will have an enterprise -wide impact, it is important to proactively communicate with all impacted staff to ensure a clear understanding of project goals and objectives, roles and responsibilities, approach, tasks, and timeline. The kickoff Meeting also provides the opportunity to introduce the SDI team to City staff and should involve senior level management and project sponsors to provide introduction of this City-wide endeavor. It is important that all City staff that will be involved in the project, regardless of their role, participates in a project kickoff. DELIVERABLE: Kickoff Meeting Presentation Phase 2 — Requirements During Phase 2, SDI will develop an accurate and clear understanding of the current environment, as this provides the initial baseline from which to begin defining the desired future state of the new ERP system. During this phase it is necessary to identify and prioritize future system features and functions, and to consider potential modifications to current processes through the adoption of best business practices . A key success factor to implementing a best fit solution is having a comprehensive understanding of the City's true needs and requirements. C� jtv C'ni inril 1.4 —2-5 l'rnp�scrl io i_+1y uj ��utu �inQ ERP Consulting Services September 9, 2022 PHASES TASKS 2.1— Request and Review Documentation 2.2 — Conduct System Requirements Workshops 2.3 — Document Functional Requirements 2.4— Document interfaces/Technical Requirements 2.5— Document Data Conversion Requirements 9SDI 501 PRE 5 L NCI L L C DELIVERABLES • Documentation Request Listing • Functional and Operational Requirements • Interface and Technical Requirements • Data Conversion Requirements TASK DESCRIPTION: SDI understands that City staff has limited time to dedicate to this project. Consequently, we will make all efforts to be as prepared as possible before asking for staff time. To accomplish this, SDI will request documentation to familiarize ourselves with the current environment, processes, procedures, policies, transaction levels, organizational responsibilities, reports, technical documentation, etc. It is not SDI's intent to create work for the staff with this task - if requested documentation does not exist, then it should not be created now. DELIVERABLE: Documentation Request Listing TASK DESCRIPTION: SDI will conduct workshops with the City's functional subject matter experts in all City departments. Forthe Finance Department interviews, the workshops will occur at a functional level (i.e. general ledger, budget, fixed assets, accounts receivable, inventory, purchasing, accounts payable, grant and project accounting, treasury, etc.). For other City departments, typically a single workshop per department will provide the information necessary to complete an analysis of potential ERP applicability for those department functions. Outcomes of the workshops will document current processes, practices, polices, and procedures related to the City's use of the ERR system. The workshops will also explore unmet needs and focus on identifying new features and functions that can improve the existing operations. SDI's approach to conducting the systems requirements workshops involves more than just gathering information from the City's subject matter experts. It includes educating and/or collaborating with staff on best practices and how evolving technology capabilities (i.e. workflow, reporting, integration, dashboards, document management, etc.) can be applied to the future environment. TASK DESCRIPTION: SDI will utilize the information gathered during Task 2.2 above to document the City's existing and desired functional requirements so that the RFP provides a comprehensive description of the City's requirements. DELIVERABLE: Functional and Operational Requirements TASK DESCRIPTION: During our work efforts in the prior tasks, SDI will identify required or desired interfaces and integration opportunities between the ERP system and other data repositories. This helps ensure that an integration point or interface is not missed. In addition, SDI will work with City staff to identify any interface standards that should be included in the RFP (i.e. City preferred interface methods). DELIVERABLE: Interface and Technical Requirements !'r�jJD�1l110 C,iy of ERP Consulting Services September 9, 2022 TASK DESCRIPTION: SDI will document the City's data conversion and migration requirements so that software proposers can include the costs and approach for completing data conversion in their proposals. SDI will meet with the City's technical and business subject matter experts to identify and document data migration and conversion requirements. SDI will provide consultation with regard to the pros and cons of the possible approaches/strategies and provide recommendations. DELIVERABLE: Data Conversion Requirements Phase 3 — RFP The tasks in this stage will consolidate all relevant information gathered in the prior phases to create an RFP that clearly defines the requirements and objectives of the City. The quality and accuracy of vendor responses are significantly improved using a well -organized, accurate, and clear RFP. A strong RFP is critical as it provides the foundation for evaluating the vendor and ultimately provides the basis for a solid agreement between the City and the successful vendor. PHASES TASKS DELIVERABLES 3.1— Prepare Draft Request For Proposal {RFP} . Draft RFP 3.2 — Review Draft RFP with Stakeholders • Final RFP 3.3 — Identify and Notify Potential Bidders • Vendor Listing 3-4 —Release RFP TASK DESCRIPTION: SDI will prepare a draft RFP for review by the Project Stakeholders and identified key staff. If the City has an existing preferred RFP template, SDI will conduct a review and compare the City templates to SDI's proven ERP RFP template. In addition, if necessary, SDI will meet with the City's purchasing and/or legal resources to verify RFP terms and conditions. At a minimum, an RFP should include the following components: purpose and objectives, background, evaluation criteria and selection process, timeline, submission requirements (including forms and templates), RFP terms and conditions, current environment descriptions, business and operations metrics (i.e. number of employees, users, vendors, purchase orders, etc.), functional requirements, technical requirements and standards, and pricing proposal submission requirements. DELIVERABLE: Draft RFP TASK DESCRIPTION: SDI recommends that the draft RFP be distributed to the City project team and subject matter experts for careful review. After staff has had the opportunity to review the RFP, SDI will conduct a meeting to address any changes, questions, or concerns. Proposal to City of Santa Arlo ERP Consukiny Services September 9, 2022 )XSDI SDI PRLSLkCL LLC TASK DESCRIPTION: While online vendor portal sites provide a valuable channel for making an RFP publicly available, SDI believes it is in the City's best interest to alert qualified vendors of the upcoming RFP release. SDI will compile a comprehensive list of public sector ERP solution vendors that provide potential solutions. SDI will review the listing with the City and assist the City in creating a notification message that can be distributed via email. Timely notification of the City's intent to release an RFP will help ensure the City attracts quality solution vendors and allow the vendors to be better prepared to provide a timely response. TASK DESCRIPTION: SDI will incorporate any recommended modifications to the draft RFP into a final document and will assist with distribution of the RFP. DELIVERABLE: Final RFP Phase 4 - Select The process for selecting a suitable, best fit ERP solution vendor requires the City to follow a structured methodology. The goal of this phase is to ensure that the vendor that is the "best fit" for the City is selected. Up to this point in the project, the City will have invested heavily in establishing the foundation upon which a best fit selection will be made. The tasks in this phase are focused on ensuring a careful and detailed review of information provided in response to the RFP are conducted, as well as independent research, validation, and verification of content. PHASES TASKS 4.1—Address Vendor Questions 4.2— Prepare Evaluation Committee 4.3—Conduct Initial Screening of Proposals 4.4—Assist with Review and Scodngof Proposals 4.5 — Prepare for Proof of Capabilities (POC) 4.6— Facilitate POC Sessions 4.7—Assist with Due Diligence 4.8— Prepare Vendor Selection Report DELIVERABLES • Vendor Question Responses • Evaluation Scoring Methodology and Matrix Template • Evaluation Scoring Matrix Summary • POC Session Agenda and Scripts • Vendor Selection Report TASK DESCRIPTION: Release of a clear and well -structured RFP will dramatically reduce the number of vendor questions. However, due to the complex nature of ERP procurements, the City should anticipate that vendors will submit questions that must be addressed to ensure quality proposals are received. In this task, SD[ will assist the City in responding to vendor questions. DELIVERABLE: Vendor Question Responses C'it_TC'ni inr•il 14 -')R F'rc��u3u! to �.iy u� ,c,i1(c� ;1na ERP Consulting Services September 9, 2022 TASK DESCRIPTION: SDI will work with the City to identify the evaluation team and prepare an evaluator's packet that includes clear descriptions and direction of the evaluation methodology. The packet will also include a scoring template to assist the evaluator in tabulating their results. DELIVERABLE: Evaluation Scoring Methodology and Matrix Template TASK DESCRIPTION: SDI will conduct a screening evaluation of all proposals to determine which vendors and proposals meet the mandatory REP requirements and minimum qualifications. SDI will present the results of our screening evaluation to the City. The City can use this information as a guide to determine which proposals require a detailed review. TASK DESCRIPTION: The evaluation team will review and rate the proposals per the evaluation criteria. In addition, SDI will review proposals to identify issues, concerns, questions, or clarifications that should be addressed, and will provide this information to the evaluation team and be available to the evaluators for consultation. SDI will assist the City in arriving at a preliminary evaluation scoring matrix that identifies a short list of preferred vendors. DELIVERABLE: Evaluation Scoring Matrix Summary TASK DESCRIPTION: Conducting proof -of -capabilities (POC) sessions with short-listed vendors is a key component of the selection process. This provides the vendors with the opportunity to fully demonstrate their solutions using City provided demonstration scenarios and scripts. As part of this task, SDI will develop the POC meeting agenda, scenarios, and scripts forthe Cityto review. In addition, SDI can facilitate interaction between the City and the vendors to help ensure the vendor is adequately prepared to complete the POC. The POC provides valuable input into contract negotiations and helps clarify risk areas for special consideration. DELIVERABLE: POC Session Agenda and Scripts TASK DESCRIPTION: SDI will facilitate the POC sessions to keep vendors on schedule and ensure all POC scripts are completed. At the conclusion of each vendor POC session, SDI will facilitate a debrief meeting with the evaluators to capture feedback and update the evaluation scoring matrix accordingly. This information will be used in the Vendor Selection Report (Task 4.8). TASK DESCRIPTION: SDI will assist the City in planning for and completing reference checks and site visits (if desired by City). While SDI is available to conduct the reference checks, it has been our experience that these are best performed by City staff because of the information exchange and opportunity to further network. 14 29- 124642922 j :L! Li!}' uj Sar71l 1'wu ERP Consulting Services September 9, 2022 9SDIEL TASK DESCRIPTION: Using all the information and work products created to date, SDI will draft a Vendor Selection Report that outlines the process followed and the results of the evaluation. SDI will provide the City the opportunity to review a draft report and provide feedback. SDI will then publish a final Vendor Selection Report, which can be utilized as part of the City's written recommendation for City Council presentation. DELIVERABLE: Vendor Selection Report Phase 5 - Negotiate Key terms, conditions, scope, and pricing terms must be fully resolved before concluding a final agreement. The purpose of the Negotiate phase is to formalize and implement a negotiation strategy to ensure the City obtains a favorable contract and all outstanding issues are resolved. SDI brings significant experience in contract negotiations that will help ensure an agreement that fully protects the City while supporting a successful implementation. PHASES TASKS 5.1— Research Prior Vendor Agreements 5.2— Conduct Initial Agreement Review • Final Agreement with Vendor 5.3— Facilitate Negotiation Strategy Workshop • City Council Meeting Participation 5.4—Conduct Negotiation Meetings 5.5—Assist in Obtaining City Council Approval VendorTask 5.1 - Research Prior TASK DESCRIPTION: This task focuses on identifying signed agreements with agencies that are of a similar size and complexity as they can provide a valuable source of information to help the City prepare for negotiations. SDI will seek out and review available agreements. The review will include evaluating terms and conditions, pricing, payment terms, milestones, and more. The information gathered will be compared to that which was submitted with the RFP with the goal of identifying any gaps or more favorable terms and conditions. DELIVERABLES TASK DESCRIPTION: SDI will perform a review and provide feedback of the proposed agreement templates. Based on our experience, the City should expect multiple agreements (i.e. software licensing, maintenance and support, professional services, 3rd party software, etc.). SDI will provide the City guidance and assistance on the agreement review to help prepare for subsequent negotiations. TASK DESCRIPTION: SDI will facilitate a workshop with key City staff to develop the negotiation strategy. The workshop will focus on outstanding issues and questions, as well as areas of high risk that need to be addressed. A well -planned negotiation strategy reduces the negotiation timeline, reduces frustration among the parties, ensures the City presents a unified front, and reduces the risk that items will be overlooked. (`ni Fnr•il 14 20124642922 ERA Consulting Services September 9, 2022 ASDI f L TASK DESCRIPTION: SDI will assist the City in preparing for negotiation meetings and will attend to support City staff. SDI will facilitate the negotiation meetings and actively participate in discussions and negotiations pertaining to the vendor's contractual documents and Statement of Work to ensure the documents are acceptable to the City and properly hold the vendor accountable. SDI will take the lead in recording the minutes from the meetings to capture outstanding items, next steps, and critical dates. DELIVERABLE: Final Agreement with Vendor TASK DESCRIPTION: SDI will attend and/or participate in the City's presentation of the vendor agreements to the City Council for approval. SDI's level of participation will be at the City's direction. DELIVERABLE: City Council Meeting Participation Business Process Mapping Services Request As a part of our overall proposal, the City has requested that SDI formally document fifteen (15) specific existing business processes as a part of the overall project. The specific areas requested for business process mapping include: ♦ Cashiering ♦ Bank Reconciliation ♦ Investment Accounting ® Interest Allocation ♦ Inventory Accounting ♦ Capital Asset Accounting ♦ Accounts Receivable ♦ Accounts Payable ♦ Purchasing ♦ Payroll Processing n Debt Management ♦ Project Activity Accounting ,� Contract Management . Grant Accounting ♦ General Ledger Entries SDI will document the City's current business processes for each of the functional areas listed above. SDI utilizes a structured approach to documenting our data gathering activities to ensure that all information shared with the project team is recorded. The information gathered about current business processes will also be reviewed by the City's project team to ensure it is accurate. The timing for this task will be discussed with the City team during the "Initiate" phase of the project; we recommend initiating these activities during the Phase 2 "Requirements" phase. Additional Information About SDI's Approach Approach to Best Practices and Change Management SDI has been conducting assessments of enterprise systems for over 25 years and have developed a proven methodology for information gathering and identifying organizational needs. We recognize the importance of utilizing a measured approach when introducing an organization to potential change, and we are sensitive to the fact that staff may be averse to such change. Our consultant team consists of professionals who have worked in the public sector, have experienced the changes that come with business process analysis and new system implementations, and are well versed on managing expectations, concerns, and potential roadblocks to the implementation of new business practices. SDI approaches our business process workshops with an understanding that not all participants may be knowledgeable about the most current software systems available. A key component of our workshops is to help educate City staff on available software systems and functionality, and to explore staffs thoughts regarding potential positive outcomes of implementing this functionality. The goal of our workshops is to PrUi) ,-l7l !U tliy L j �ciflta Ana ERP Consulting Services September 9, 2022 XSDIEL gather information about existing processes and functions, introduce staff to the most current software functionality available, and then discuss the potential benefits of adopting the more contemporary functionality. This process serves the function of introducing staff to the latest software features and functions, along with beginning the process of building buy -in to the adoption of new business processes. In terms of change, a critical component to managing change successfully is to help staff throughout the organization understand the positive outcomes of business process improvements. Helping staff understand these positive outcomes is essential to getting their buy -in to the change, and our consultants are skilled at helping explain the positive outcomes to all levels of staff in the organization. For example, we can help explain to the Buyer how electronic workflow of a purchase requisition reduces paperwork and time to process, and can also explain to a Department Director or the City Manager how a system dashboard can provide immediate access to critical data for decision making. Having worked in all aspects of the public sector environment, our project team is highly qualified to address the topic of change and the requisite benefits of adopting best business practices. Requirements Development SDI approaches all of our projects with a holistic view of the needs of the organization. When developing requirements for software systems, we ensure that we explore all of the organization's needs, including business processes and practices and data reporting and analytics. Too often, organizations do not focus on the output needs for a new system — i.e. how staff is able to extract data and perform analytics on that data. SDI recognizes the importance of this aspect of our work and places emphasis on the need for data extraction and reporting. Onsite versus Dffsite Efforts SDI's approach to project management is to maximize client engagement throughout the process, and we believe this is best achieved by being onsite during the majority of the project activities. That being said, during the COVID-19 pandemic SDI has successfully managed projects remotely through the use of collaborative tools including Microsoft Teams, SharePoint sites, and other resources. Since each of our clients has approached work activities differently during the pandemic, SDI remains flexible in our approach to onsite versus offsite project management. Communication During the Project SDI prides itself on actively communicating throughout all phases of our projects. Active communication means ensuring that our clients are provided regular project updates utilizing scheduled, written project status reports. Active communication also entails regularly communicating potential project risks, issues, and decision points via telephone, email, and/or in -person discussions with our clients. Throughout each of the project management activities described in our methodology above, the SDI project manager will be keeping the City team informed on the status of project activities through both oral and written communications. Regular project status reports will be provided periodically (reporting schedule will be established during Project Initiation activities). In addition, the SDI project manager will be engaging (through emails, telephone and in person) with the City team and project participants regularly to ensure project activities are progressing and that potential issues are resolved expeditiously. We are skilled at managing communication with our clients, and quickly adapt to our clients' desired methods of communication. The key to a successful procurement is open two-way communication with our clients. Pr oposoi to City of Santo Ana EAP Consulting Services September 9, 2022 4CSDI Sol PRESENCE LLC Project Roles and Responsibilities Ensuring clear delineation of roles and responsibilities of the SDI team and the City participants is an essential component to project success. Part of our Phase 1 activities includes a discussion of the various roles and responsibilities of the project team, and who on the team will be responsible for what aspects of the project. Each organization is different, with different skills sets and associated strengths. SDI will work with the City's Project Sponsor to help define roles and responsibilities and will provide focused support in the areas that are identified as needing additional support. Optimizing Project Success SDI's approach to project management is to serve as our client's trusted advisor. We view our presence on the project to be that as an extension of the City team, thus representing the City and acting in the best interests of the organization. Our goal is to minimize disruption to the organization as much as possible and mitigate issues and concerns quickly and efficiently, while ensuring the City's interests are prioritized and addressed. Maintaining open lines of communication, monitoring risks and providing risk mitigation strategies are all essential components to help ensure project success. We have a successful track record of working with software vendor teams during the procurement process; this gives SDI a unique advantage in terms of the City's project. SDI is prepared to provide these services through our professional and dedicated project team. Why SDI? We recognize that the City has a choice of consultant firms to assist with this important project. We are also confident that SDI is the best firm to assist the City throughout the process. SDI brings over 25 years of hands-on experience with enterprise software procurement and implementations. We have worked with over 200 West Coast clients and have completed well over 50 enterprise software projects. The SDI team that will be assigned to the City's project is comprised of local southern California resources with years of experience working in and around local government agencies, and the team have all worked in local government operations at some point in their careers. We invite you to speak with our past and current clients to understand what sets SDI apart. We believe you will agree that SDI offers the best combination of California local government experience, knowledge, and expertise to ensure the City's project is completed successfully. r-O r-o inril _1.4 - '2'2 1 �2 4 1:2 QX2 Proposal to City of Santa Ana ERP Consulting Services September 9, 2022 Project Schedule Based on information contained in the City's RFP and our past experience with system procurements, we provide the following estimates for the completion of the City's project. Deliverables Deliverables • Work Plan Draft RF➢ • Xickoff Meeting F AE RFP Deliverables Deliverables • Documentation Request Listing Vendor question Responses • Functional and Operational Evaluation Scoring Methodology and Requirements Matriw Template • Interface and Technical • Evaluation Scoring Matrix Summary Requirement • POC Session Agenda and Scripts • Data Conversion Requirements Vendor Selection Report Deliverables • Final Agreement with Vendor • City Council Meeting The ability to meet this project timeline will be dependent upon City staff availability throughout the various activities in Phase One. The timeline above does not include the 4-6 week period when the City's RFP is posted for software vendors to respond to. ritT C'nlInril 14 _ gq - 12144922 Ifoposui 111 C,iy o, Sunta Ana ERP Consulting Services September 9, 2022 Page 18 XSDI EL SDI developed our cost estimate based on our years of experience completing projects of a similar scope. Based on the City's RFP, research regarding the City size and structure, and our past experience with similar projects, we estimate that the procurement portion of this project will require 435 hours to complete, and that the business process mapping for fifteen (15) functional areas will require 120 hours to complete. SDI's hourly rate for all resources is $185 —this rate is inclusive of all project -related costs including travel. Applying SDI's all-inclusive hourly rate of $185 yields a total cost of $102,675. l_iiy of Santo Ana ERP Consulting Services September 9, 2022 Page 19 XSDI Sol PP ESE NCI EEC Project Management During New System Implementation SDI is prepared to provide project management support for the City's ERP implementation utilizing both an overarching project management framework, and the application of a specific Work Plan as outlined in the next section of our proposal. The three major project management categories are described as follows: Plan -- coordinating future project activities in conjunction with various project participants • Review software provider's Statement of Work and coordinating the project kickoff • Develop implementation project plan in coordination with software provider's project manager Communicate — disseminating project activities and information to project participants • Attend project meetings, Executive Steering Committee meetings, and other related meetings • Complete regular project status reports • Update SharePoint information • Review and distribute software provider's project meeting agendas • Review Software provider's site reports • Review project issues log regularly with Software provider's project manager, work to resolve issues, and communicate issues status with project team • Monitor and report on potential project risks Execute — completing or overseeing specific tasks associated with the project • Coordinate scope change requests • Process product enhancement requests • Coordinate software development requests • Assist with establishment of training accounts for users • Coordinate software installation • Coordinate staff training • Coordinate user acceptance training • Plan go -live activities in conjunction with software provider's project manager • Work with staff on change management efforts • Coordinate final acceptance process Provided on the following pages is SDI's project management framework that we utilize when managing the implementation of complex business applications. This framework was developed to help minimize risk, increase opportunities for efficiencies, and ensure that the implementation project remains on schedule. Our approach to these projects is to remain flexible, focus on tasks that the City directs us to complete, and work collaboratively with the City to ensure that we are maximizing the use of available resources. SDI is open to modifying and/or adjusting the proposed tasks and is flexible about where our efforts are directed over the course of the project. (r jty (Q. -MGil 1.4-2-6- '�MQ@22 P1'012 Uy 011G Criy �j 2A,0LLJ Area ERP Consulting Services September 9, 2022 SDISnl PRELC SDI's project management framework includes two major phases: Project Initiation and System Implementation. TASK ACTIVITIES DELIVERABLES 1.1- Project Scope Review 1.2 - Kickoff Meeting Kickoff Meeting Presentation 1.3- Project Scope and Baseline Schedule Update Work Plan 2.1 _ Update Project Plan 2.2- Monitor Project Execution and Control 2.3 - Assist with Business Process and Change Management Activities 2.4 - Support Establishment of optimal Software and Hardware Configuration 2.5 - Assist with Systern Setup and Configuration 2.6-- Define System Data Conversion and Test#ng Requirements 2.7 - Support User Acceptance Testing 2.8- Coordinate Training for Users and System Administrators 2.9- Complete Readiness Assessment and Ensure Operational Readiness 7.10- Monitor Phased Implementation and Cut rver 7.11- Provide Post Implementation Support • Updated Project Plan • Project Status Reports, Risk/Issue Tracking Log • Vendor Deliverables Tracking Log/Punch List • Software and Hardware Acquisition $ Installation Oversight • System Setup and Configuration Oversight • Data Conversion Requirements and System Testing • Independent Verification and Validation • Training Requirements and Schedule • Readiness Assessment Checklist • Oversight of Phased Implementation & Cutover to Production • Post Implementation Support The phases, tasks associated with each phase, and deliverables coming out of each task, are described in detail below. Phase 1 - Project Initiation As project management professionals, SDI recognizes the importance of applying a formal project management framework to ensure that the project meets objectives and is delivered on -time and on - budget. The purpose of the Project Initiation Phase is to prepare for, and initiate, the project under a well-defined project plan. This phase includes confirming our understanding, as well as the understanding of the stakeholders, regarding the scope of work and the process for accomplishing the overall objectives of the project. The following table presents the specific tasks, activities, and deliverables that will be undertaken during the Project Initiation phase. TASK ACTIVITIES DELIVERABLES 1.1- Project Scope Review 1.2-Kickoff Meeting Kickoff Meeting presentation 1.3- Project Scope and Baseline Schedule Update Work Plan 1.1 Project .. Review - TASK DESCRIPTION: SDI will meet with the City's Project Sponsor and the software project manager to review the scope of work, project timeline, deliverables, and other procurement documentation to confirm project details before formal kickoff. 1.2 Kickoff Meeting TASK DESCRIPTION: SDI will work in coordination with the software project manager to develop a Microsoft PowerPoint presentation that will describe the project. SDI will lead a Project Kickoff Meeting which will be scheduled by the City to include all anticipated project participants. The primarygoal of the Project Kickoff Meeting is to ensure that all project participants have a common understanding of the process and project objectives. DELIVERABLE: Project Kickoff Presentation Proposal to City of Santa Ana ERP Consulting Services September 9, 2022 TASK DESCRIPTION: SDI will finalize and deliver the project scope and plan, along with communication and status reporting plans and a baseline schedule, as agreed with by the City's Project Sponsor. DELIVERABLE: Work Plan Phase 2 - System Implementation The cornerstone of success for the system implementation portion of the project will be how well it is managed. This includes thorough planning, execution, and monitoring of the plan, corrective action when required, and final close-out of the project. SDI's project management services will enable the City to manage the big picture, keep stakeholders informed, and ensure successful planning, oversight, and completion of the project while mitigating project risk. In the table below, SDI has identified the activities and deliverables to be completed as part of this phase of the project. It should be noted that many of the tasks in Phase 2 will be repeated for the individual implementation of specific future modules within the software suite (i.e. — General Ledger; Accounts Payable, etc.). TASK ACTIVITIES 2.1- Update Project Plan 2.2 -Monitor Project Execution and Control 2.3 -Assist with Rusmess Process and Change Management Activities 2A - Support Establishment of optimal Software and Hardware Configuration 2.5 - Assist with System Setup and Configuration 2A - Define System Data Conversion and Testing Requirements 2.7-Suppod user Acceptance Testing 2A - Coordinate Training for Users and System Administrators 2.9 - Complete Readiness Assessment and Ensure Operational Readiness 7.10 - Monitor Phased Implementation and Cutover 7.11- Provide Post implementation Support DELIVERABLES • Updated Project Plan • Pral"t Status Reports, Ristt/Issue Tracking Log • Vendor Deliverables Tracking Log/Punch List • Software and Hardware Acqui sition& lmtaNation Oversight • System Setup and Configuration oversight • Data Conversion Requhements and System Testing • Independent Verification and Validation • Training Requirements and Seheduie • Readiness Assessment Checklist • Oversight of Phased Implementation & Cutover to Production • Post Implementation Support Proposal to Cty of Santa Aria ERP Consulting Services September 4, 2022 Page 22 XSDIEt TASK DESCRIPTION: SDI will work with the software project manager to update the Project Plan, including the following basic elements that will be defined for the system implementation activities: • Tasks and Subtasks • Milestones and Deliverables • Detailed Project Schedule DELIVERABLE: Updated Project Plan TASK DESCRIPTION: Working with the software project manager, SDI will monitor the project execution using all the plans, schedules, procedures, and standards prepared for the project. This will include ensuring that regular status reports are provided and discussed at project review meetings with the Project Sponsor and appropriate participants. These reviews will include performance measures for the completion of tasks and activities in accordance with the project plan, communication plan, risk management plan, and quality assurance plan. DELIVERABLES: Project Status Reports, Risk/Issue Tracking Log, Vendor Deliverables Tracking Log TASK DESCRIPTION: SDI will assist the City with reviewing business processes to help identify areas where a business process change may result in improved efficiencies. SDI will provide suggestions and recommendations for business process improvements in conjunction with the City's project team. TASK DESCRIPTION: SDI will assist the City in defining the technical system software and hardware environments required for the new system's operation including licenses for development, testing/training, and production environments. SDI will provide oversight for identifying, procuring, and installing the software and hardware configurations to ensure the system is properly sized to meet the City's requirements. This activity will also include coordinating the installation of required application, database, and web servers as well as necessary network architecture and infrastructure components. DELIVERABLE: Software and Hardware Acquisition and Installation Oversight TASK DESCRIPTION: SDI will assist the City to ensure that the new system is set up to support the City's unique operating requirements. This activity will include establishing Munis security protocols for users along with specific workflow processes far the new system, and setting configuration options and customizing parameters for system upload/download processes to Microsoft products such as Excel, Word, Access, and Outlook, and to other third -party products. DELIVERABLE: System Setup and Configuration Oversight Proposal to City ojSon to Ana ERP Consulting Services September 9, 2022 ASDIEL TASK DESCRIPTION: SDI will assist in defining conversion and testing requirements for items that must be converted into the new system. SDI will work with the Software conversion team to ensure that data extracted from the existing Eden system is properly mapped to the Munis system. SDI will also assist the City in developing a testing/training environment which will allow for separate testing of release software by City staff prior to production installation. DELIVERABLE: Data Conversion Requirements and System Testing TASK DESCRIPTION: SDI will verify and validate acceptance test results for implementation of the new system that will include: • System documentation • Functional tests • Stress tests • Security tests • Access control capabilities • Backup, restore and restart tests • User acceptance test results DELIVERABLE: Independent Verification and Validation TASK DESCRIPTION: SDI will assist the City in identifying training requirements and creating schedules for both users and technical personnel. Training should be sufficiently detailed and comprehensive to ensure that City staff will be able to effectively use the system and support the system after implementation. DELIVERABLE: Training Requirements and Schedule TASK DESCRIPTION: SDI will develop a checklist to be used to assess the City's operational readiness for the new system implementation, including: • Staffing plan • Operational procedures • Change requests • Refresher training • Technology refreshment • Preventive maintenance DELIVERABLE: Readiness Assessment Checklist • System maintenance procedures • Disaster backup recovery plan • Modifications or enhancements • Software license renewal • Hardware replacement TASK DESCRIPTION: SDI will oversee a phased cut -over where different modules are implemented and moved into production on a staggered schedule. As each module is placed into production, the software provider will be required to provide assistance for system administration, helpdesk, and on - site user support for each major implementation phase or module. DELIVERABLE: Oversight of Phased Implementation and Cutover into Production (r jt (`ni inr`i� 1.4 — ^ n 1 �;l QPP Pro�iu�c�l iv C.1iY U! SUtilU.'4 0 FRP consulting Services September 4, 2022 9SDI SDI PRESENCE EEE TASK DESCRIPTION: SDI will conduct a post -implementation review after system implementation to provide the City with information to help it evaluate the contribution and measure the value gained by implementing the new system. The review will provide for organizational learning by documenting the success of the project and the reasons for that success. It will also identify areas the City may wish to revisit in terms of full implementation of all modules, related features, and functionality. DELIVERABLE: Post Implementation Support Potential Cost for Project Management During New System Implementation Based on our past experience with major system implementations, we recommend the City consider engaging SDI for 32 hours per week over the course of the implementation timeline. Applying our all- inclusive hourly rate of $185 yields an estimated annual cost of $307,840 for implementation project management services. SDI typically suggests to our clients that they consider time and material billing for project management services. This approach provides a cost-effective means of procuring our project management services and helps ensure our clients only pay for the actual services provided each month during implementation. This approach also allows for collaboration between the City's project team and the SDI resource, focusing our resources on the highest priority areas as identified by the City. SDI's invoicing approach provides for monthly billing for services provided in the prior month, with invoices detailing number of hours worked and tasks completed. Our ail -inclusive hourly rate covers all project related costs including mileage and other expenses. SDI does not bill for travel time to and from our client sites. rltw r-0 1IQG61 14 41 12iGT Q22 Proposal to City of Santa Ana EHP Consulting .Services September 9, 2022 Finance and Management Services www.santa-ana.org/finance Item # 15 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Debit and Credit Card Merchant Payment Processing Services AGENDA TITLE: Approve a Renewal Agreement with TSYS Merchant Solutions, LLC, DBA Global Payments, for Debit and Credit Card Merchant Payment Processing Services, including Europay, MasterCard, and Visa ("EMW) CHIP & Pin and e-Commerce Gateway Transaction Integration and Support and Maintenance in the Amount not to Exceed $1,898,400, which includes a General Contingency of $242,400 RECOMMENDED ACTION Authorize the City Manager to execute a renewal agreement with TSYS Merchant Solutions, LLC, DBA Global Payments, for debit and credit card payment processing services, including Europay, MasterCard, and Visa ("EMW) CHIP & Pin and e-Commerce gateway transaction integration and support and maintenance in an amount not to exceed $1,898,400, which includes a general contingency of $242,400 over the maximum seven- year life of the agreement. The renewal agreement includes a base term commencing from December 6, 2022 and expiring December 31, 2025, with a provision for two renewal options of three years and one year, respectively, ending December 31, 2029, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The Treasury & Customer Service Division ("Treasury") of the Finance & Management Services Agency is responsible for maintaining all banking related services for the City. A component of banking is debit and credit card merchant payment processing services. Since 1997, City of Santa Ana residents have been able to use debit and credit cards to pay City of Santa Ana taxes, permits, fees, fines, and other charges due for City services. Acceptance of a debit and/or credit card payment requires using a merchant service company such as TSYS Merchant Solutions, LLC, DBA Global Payments ("TSYS"). MasterCard and Visa payment transactions are presented by TSYS on behalf of the City for all walk-in credit card payments made at City facilities, including, but not limited to, the following: City Hall Cashiering Counters, Police Department Traffic and Records Divisions, and the Santa Ana Zoo. In March 2013, Treasury negotiated a significant reduction of the TSYS discount fee from 1.5% to 0%, which has helped the City offset City expenditures. TSYS has agreed to City Council 15 — 1 12/6/2022 Renewal Agreement with TSYS, DBA Global Payments December 6, 2022 Page 2 maintain the reduced rate for the term and optional extensions of their prior agreement and for the full term of the proposed renewal agreement. Year -after -year, Treasury has been able to track the rapid growth and popularity of debit and credit card payments made by Santa Ana residents and businesses. In Fiscal Year 2021-22, there were approximately a total of 55,000 debit and credit card payment transactions at City facilities, which totaled $5,600,000 in collections for City taxes, permits, fees, fines, and other charges due for City services. Per City Council approval on June 21, 2016, the City currently does not pass on merchant processing fees to Santa Ana residents or businesses making debit/credit card payments for day-to-day City services as this widely encourages Santa Ana residents and businesses to submit timely, electronic payments. The City incurs a variety of charges covering the cost of these debit/credit card transactions. The amount of these charges vary from card type to card type, based on criteria established by the card issuer. In FY Year 2021-22, the City incurred a total of approximately $110,000 in expenditures with TSYS for debit/credit merchant processing fees. To improve the security of debit and credit card payment transactions for Santa Ana residents, and to minimize the risk of a credit card information data breach, the City Council will be presented (at a future City Council Meeting) with a recommendation to approve a citywide upgrade of iNovah cashiering software and payment terminal hardware to EMV Chip & PIN contactless payment terminals and Payment Card Industry Data Security Standard ("PCI DSS") compliance to protect credit card payment data. Because of TSYS' unique institutional knowledge of the City's payment processing systems, they have created a System Integration Design, that includes an integration solution and support for the City's new EMV Chip & Pin contactless payment terminals and software. Additionally, as part of the proposed upgrade to the City's cashiering software and payment terminal hardware, American Express payment transactions will be introduced and presented (in addition to MasterCard and Visa) by TSYS on behalf of the City for all walk-in credit card payments made at City facilities. TSYS' merchant payment processing services are fully integrated into all City payment systems, including but not limited to enQuesta, the City's water utility billing system. Beginning in Fiscal Year 2019-20, the Finance & Management Services Agency ("FMSA"), Public Works Agency ("PWA"), and Information Technology Department ("IT") undertook development of a program for the implementation of Advanced Metering Infrastructure ("AMI") to provide modern smart metering services to the City's water utility operation and for Municipal Utility Services ("MUS") customers (to which TSYS' services are tied). In March 2020, Treasury began an upgrade to the City's existing water, sewer, sanitation, and refuse customer information service/utility billing system, enQuesta, to ensure the City is keeping up with best practices as they relate to utility customer service and billing technology, and to ensure compatibility with the City's AMI program systems. City Council 15 — 2 12/6/2022 Renewal Agreement with TSYS, DBA Global Payments December 6, 2022 Page 3 The AMI program is dependent on expanded use of the City's upgraded MUS enQuesta system with which TSYS' merchant payment processing services are integrated. TSYS' services directly support and are bilaterally integrated with the MUS enQuesta upgrade. Furthermore, the iNovah cashiering software is also scheduled to be integrated into the City's new Land Management System, which will mostly require a software integration into TSYS' merchant payment processing services as well. The cost to implement an equivalent merchant payment processing service is unknown, but would require new software and substantial additional integration expenses to the City as iNovah is fully integrated into all Treasury programs that require revenue processing services. In addition to merchant payment processing services for the City's walk-in cashiering stations, there are other related critical payment processing agreements like the City's online cloud -based electronic billing and payment presentation/bill print services, 24- 7/365 walk-up payment kiosk services, and over -the -phone interactive voice response and payment services. Based on the synchronization of all of these payment -processing services, the City will achieve full PCI-DSS compliance, thereby transferring future credit card fraud liability from the City to the payment card providers. Moreover, renewal agreements for the City's integrated Interactive Voice Response ("IVR") contract and data processing, printing and mailing, and e-business services contracts have been constructed to be co -extensive with the underlying Systems & Software enQuesta MUS billing system software agreement. Because they are integrated with that agreement, they are effectively sole -source providers due to their extensive custom software systems integrations, which would be costly to replicate with another provider. The enQuesta agreement with which this TSYS renewal agreement is synchronized runs through December 31, 2025, with optional extensions through December 31, 2029. Along with this recommendation for approval of the TSYS renewal agreement, at a future City Council Meeting date, the City Council will be presented with a recommendation to approve a City-wide upgrade to integrate the City's iNovah cashiering software and payment hardware to EMV Chip & PIN contactless payment terminals with full PCI-DSS compliance. Therefore, staff recommends the approval of a renewal agreement with TSYS to assure annual merchant payment processing services for the City's walk-in cashiering stations. By approving the TSYS renewal agreement, the City Council will be harmonizing agreements with other critical payment processing contracts, such as the enQuesta/AMI integrated project agreements. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds for this renewal agreement and services are budgeted and available in various departmental Contract Services Professional accounts (No. Various-62300). Funds will be budgeted for expenditure as follows: City Council 15 — 3 12/6/2022 Renewal Agreement with TSYS, DBA Global Payments December 6, 2022 Page 4 Accounting Accounting Annual Unit - Fund Unit - Support Contracted Rate Maximum FY Account Description Accounting & Maint. Amount Increase Amount No. No. (Contg.) Description 2022 Various- Contract Various Services $5,000 $195,500 $29,325 $229,825 -23 62300 Professional 2023 Various- Contract -24 62300 Various Services $5,000 $195,500 $29,325 $229,825 Professional 2024 Various- Contract Various Services $5,000 $200,000 $30,000 $235,000 -25 62300 Professional 2025 Various- Contract Various Services $5,000 $210,000 $31,500 $246,500 -26 62300 Professional 2026 Various- Contract -27 62300 Various Services $5,000 $220,000 $33,000 $258,000 Professional 2027 Various- Contract -28 62300 Various Services $5,000 $230,000 $34,500 $269,500 Professional 2028 Various- Contract Various Services $5,000 $240,000 $36,000 $281,000 -29 62300 Professional 2029 Various- Contract Various Services $5,000 $125,000 $18,750 $148,750 -30 62300 Professional Subtotal: Subtotal: Subtotal: Grand Total: $40,000 $1,616,000 $242,400 $1,898,400 EXHIBIT(S) 1. TSYS Merchant Solutions, LLC, DBA Global Payments, Agreement Submitted By: Kathryn Downs, FMSA Executive Director Approved By: Kristine Ridge, City Manager City Council 15 - 4 12/6/2022 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 EXHIBIT 1 RENEWAL AGREEMENT CITY OF SANTA ANA THIS RENEWAL AGREEMENT ("Agreement") is made and entered into on this 61h day of December 2022, by and between TSYS Merchant Solutions, LLC, dba Global Payments, Inc. & Its Subsidiaries, a Georgia corporation ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. The City desires to retain a consultant having special skill and knowledge in the field of debit and credit card merchant payment processing services, including gateway transaction integration and support services. B. Consultant represents that Consultant is able and willing to provide such services to the City. C. The parties entered into an original agreement (A-2021-225) for debit and credit card merchant payment processing services, including gateway transaction integration and support services and now wish to renew said agreement for a multi -year term. D. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform during the term of this Agreement, the tasks and obligations including all labor, materials, tools, equipment, and incidental customary work required to fully and adequately complete the services described and set forth in the Merchant Card Processing Agreement attached hereto as Exhibit A. 2. COMPENSATION City agrees to pay, and Consultant agrees to accept as total payment for its services for City, the rates and charges identified in the Client Satisfaction Offer, which shall be deemed inclusive of all fees and charges payable by City, attached hereto as Exhibit B. For the full Term of this Agreement as covered under the provisions as set out herein below, funds to be expended shall not exceed a base contracted amount of $1,616,000, together with an annual $5,000 support and maintenance amount and a general annual contingency amount of 15%, for a combined maximum amount of $1,898,400, which sum shall constitute the Maximum Contract Compensation Cap. City Council 15 — 5 PU6 2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 a. The breakdown of these expendable funds by fiscal year shall be as set forth in the Contract Expenditure Table shown below: Contract Expenditure Table Fiscal Year Support & Maintenance Amount Base Contract Amount Percent Contingency Contingency Amount Maximum Expenditure Amount FY 2022-23 $5,000 $195,500 15% $29,325 $229,825 FY 2023-24 $5,000 $195,500 15% $29,325 $229,825 FY 2024-25 $5,000 $200,000 15% $30,000 $235,000 FY 2025-26 $5,000 $210,000 15% $31,500 $246,500 FY 2026-27 $5,000 $220,000 15% $33,000 $258,000 FY 2027-28 $5,000 $230,000 15% $34,500 $269,500 FY 2028-29 $5,000 $240,000 15% $36,000 $281,000 FY 2029-30 $5,000 $125,000 15% $18,750 $148,750 $40,000 $1,616,000 $242,400 $1,898,400 b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City. Billing or invoice statements shall be presumed to have been received three (3) days after they are mailed or twenty- four (24) hours after being electronically transmitted in accordance with the provisions of Section 13 of this Agreement ("NOTICE"). c. Change Order ContingencX: During the term of this Agreement, City may request optional services of Consultant at mutually agreed upon scope and fees. 1. Change Order No extra work may be undertaken unless a written "Change Order" is first given by the Contract Officer or his/her designee, to Consultant, incorporating therein any material change in the scope, fees and/or administration of this Agreement proposed by City. 2. Additional Work or Services (a) Extra Work or Services City shall have the right at any time during the performance of the work or services set forth in this Agreement, without invalidating said Agreement or any amendments thereto, to elect to exercise any existing option specified in the Scope of Services for extra work or services or to order extra work or services pursuant to a duly executed Change Order or to expend previously appropriated, but unspent contingency funds authorized to be carried forward by the Executive Director of Finance and Management Services to cover expenses for work or services agreed to by the parties but exceeding any annual City City Council 15 - 6 6 2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 fiscal year compensation amount cap initially specified under the Compensation provisions of this Agreement or thereby make changes by altering, adding to or deducting from said work or services. (b) Maximum Contract Compensation Cap Net total compensation to Consultant shall not, as the result of any Change Order, exceed the maximum contract compensation amount set forth under Section 2 ("COMPENSATION"), subsection a. of this Agreement, unless an increase in maximum contract compensation is agreed to by the parties pursuant to a duly executed amendment of this Agreement. d. Coordination of Work or Services I . Representative of Consultant The following officer of Consultant is hereby designated as being the representative of Consultant authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith: Global Payments Integrated Carl Van Laethem Representative Client Success Advisor/National Accounts It is expressly understood that the experience, knowledge, capability and reputation of the foregoing officer & representative is a substantial inducement for City to enter into this Agreement. Therefore, the foregoing representative shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. For purposes of this Agreement, the foregoing officer & representative may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City. 2. Contract Officer The Contract Officer shall be the person designated hereunder by City. It shall be Consultant's responsibility to assure that City's Contract Officer is kept informed of the progress of the performance of the consulting services set forth in this Agreement and Consultant shall refer any decisions which must be made by City to the Contract Officer. The Contract Officer shall have authority to enter into Change Orders with Consultant pursuant to this Agreement. The Contract Officer shall have authority to sign all documents on behalf of City required hereunder to carry out the terms of this Agreement. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. City of Santa Ana Contract Officer Kristine Ridge, City Manager or designee 3. TERM City Council 15 — 7 P56/2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 The base term of this Agreement shall commence on the date first written above and shall expire on December 31, 2025, with provision for two extension options of three years, and one year; respectively, ending December 31, 2029, unless terminated earlier in accordance with Section 9, below. This Agreement shall cover all services provided by Consultant since July 1, 2022. 4. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 5. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall produce and maintain for the duration of the Agreement claims for security breaches, system failures, injuries to persons, damages to software, or damages to property (including computer equipment) which may arise from or in connection with the performance of the work hereunder by the Consultant and shall require its subcontractors, agents, representatives, or employees, if any, to obtain and maintain insurance as described below. Consultant shall procure and maintain for the duration of the contract insurance claims arising out of their services and including, but not limited to loss, damage, theft or other misuse of data, invasion of privacy and breach of data. a. Minimum Scope and Limit of Insurance 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence, $4,000,000 aggregate. Limits can be obtained with a combination of primary and excess/umbrella coverages. 2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non- owned), with limit no less than $2,000,000 per accident for bodily injury and property damage. Limits can be obtained with a combination of primary and excess/umbrella coverages. 3. Workers' Compensation insurance as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Cyber Liability Insurance, with limits not less than $2,000,000 per occurrence City Council 15 — 8 PU6 2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 or claim, $2,000,000 aggregate. Coverage shall be sufficiently broad to respond to the duties and obligations as is undertaken by Consultant in this agreement and shall include, but not be limited to, claims involving security breach, system failure, data recovery, business interruption, cyber extortion, social engineering, infringement of intellectual property, including but not limited to infringement of copyright, trademark, trade dress, invasion of privacy violations, information theft, damage to or destruction of electronic information, release of private information, and alteration of electronic information. The policy shall provide coverage for breach response costs, regulatory fines and penalties as well as credit monitoring expenses. 5. Technology Professional Liability Errors and Omissions Insurance appropriate to the Consultant's profession and work hereunder, with limits not less than $2,000,000 per occurrence, $2,000,000 aggregate. Coverage shall be sufficiently broad to respond to the duties and obligations as is undertaken by the Consultant in this agreement and shall include, but not be limited to, claims involving security breach, system failure, data recovery, business interruption, cyber extortion, social engineering, invasion of privacy violations, information theft, damage to or destruction of electronic information, release of private information, and alteration of electronic information. The policy shall provide coverage for breach response costs, regulatory fines and penalties as well as credit monitoring expenses. i. The Policy shall include, or be endorsed to include, property damage liability coverage for damage to, alteration of, loss of, or destruction of electronic data and/or information "property" of the Agency in the care, custody, or control of the Consultant. If not covered under the Consultant's liability policy, such "property" coverage of the Agency may be endorsed onto the Consultant's Cyber Liability Policy. 6. Crime liability insurance with a limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. The following requirements apply to the insurance to be provided by Consultant pursuant to this section: i. Consultant shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. ii. Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. iii. City of Santa Ana, its officers, employees, agents and representatives shall be Additional Insureds with respect to General Liability Insurance and Auto Liability Insurance is Primary and Non -Contributory. iv. Certificates and policies shall state that the policies shall not be canceled without thirty (30) days prior written notice to the City of cancellation with ten (10) days prior notice for non-payment of premium in accordance with policy provisions. Similar notice of reduction or City Council 15 — 9 P56/2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 material change shall be given if coverage falls below or is not in compliance with the contract requirements. v. Consultant shall supply City with a fully executed additional insured endorsement. vi. Certificates of insurance endorsements shall show the City as a certificate holder as follows: City of Santa Ana Risk Management Division, 4th Floor 20 Civic Center Plaza Santa Ana, CA 92701 vii. Where the amounts or coverage provided by the certificates of insurance provides coverage greater than those listed by this Agreement, the amounts provided by the certificates of insurance shall be incorporated by reference into the Agreement. 7. Broader Coverage: If the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the Entity requires and shall be entitled to the broader coverage and/or the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity. 8. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. a. Other Insurance Provisions Additional Insured Status: The Entity, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used). Please note, if there is an insured vs. insured exclusion on the Consultant's policy, carefully review with the Consultant and their insurance carrier on whether being added as an additional insured onto the Consultant's policy removes your organization's ability to file suit against the Consultant and draw upon the policy should final adjudication in a lawsuit state that the Consultant shall pay damages to your organization. City Council 15 — 10 6/2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 2. Primary Coverage: For any claims related to this contract, the Consultant's insurance coverage shall be primary. Coverage for commercial liability shall be at least as broad as ISO CG 20 0104 13 as respects the Entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the Entity, its officers, officials, employees, or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. 3. Notice of Cancellation: Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the Entity. 4. Waiver of Subrogation: Consultant hereby grants to Entity a waiver of any right to subrogation which any insurer of said Consultant may acquire against the Entity by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the Entity has received a waiver of subrogation endorsement from the insurer. Self -Insured Retentions: Self -insured retentions must be declared to the Entity. The Entity may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. 6. Acceptability of Insurers: Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than A- :VII, unless otherwise acceptable to the Entity. 7. Claims Made Policies: If any of the required policies provide coverage on a claims -made basis: i. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work. ii. Insurance must be maintained and evidence of insurance must be provided for at least three (3) years after completion of the contract of work. iii. If coverage is canceled or non -renewed, and not replaced with another claims - made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase "extended reporting" coverage for a minimum of three (3) years after completion of contract work. Verification of Coverage: Consultant shall furnish the Entity with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to the Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The Entity reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. City Council 15 —11 P56/2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 9. Subcontractors: Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that Entity is an additional insured on insurance required from subcontractors. 10 Special Risks or Circumstances: Entity reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 6. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 7. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any parry, which is not embodied herein. 8. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other consultants retained by City. 9. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: 1. As a condition of such payment, the Executive Director of Finance and Management Services may require Consultant to deliver to the City all work product(s) completed City Council 15 — 12 6 2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. 2. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 10. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the parry waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 11. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 12. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication required or made pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or by express mail courier (i.e. FedEx, UPS, etc.), or sent by fax or email communication in the manner provided in this section. Any such notice shall be addressed to the other party at the address set forth below. Consultant invoice/billing statement notices to City shall be sent to City's Primary Representative/Project Manager or designees. All notices, including invoice/billing statement notices and notices of address changes, provided under this Agreement are deemed received on the third day after mailing if sent by regular mail, or the next day if sent by overnight delivery. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. If sent by email, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the delivery time stamp notated by the internet service provider, addressed as set forth above. For purposes of calculating these time frames, City Council 15 — 13 1-2/6/262 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 weekends, City Hall closure dates, federal, state, County or City holidays shall be excluded. If to City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax: (714) 647-6956 With courtesy copies to: Executive Director Finance and Management Services Agency City of Santa Ana 20 Civic Center Plaza (M- 17) Santa Ana, CA 92702 Phone: (714) 647-6960 Fax: (714) 647-5414 If to Consultant: TSYS Merchant Solutions, LLC, dba Global Payments Attn: David Green Corporate Secretary One Heartland Way Jefferson, IL 47130 Fax: (480) 333-7979 Representative or design Consultant Primary Representative/Project Manager shall be: Carl Van Laethem Client Success Advisor/National Accounts Global Payments Integrated Phone: (801) 772-1671 Email: carl.vanlaethemkglobalpay.com City Primary Representative/Project Manager shall be: Willard Holt, Treasury and Customer Services Manager 20 Civic Center Plaza (M-15), Room 1105 Santa Ana, CA 92701 Phone: (714) 647-5456 Fax: (714) 647-5304 Email: wholt(absanta-ana.ora City Council 15 — 14 6 0 2 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 City Alternate Representative/Project Manager shall be: Alex Gutierrez, Senior Analyst Treasury and Customer Service Division 20 Civic Center Plaza (M-15), Room 1103 Santa Ana, CA 92701 Phone: (714) 647-5497 Fax: 714-647-5304 Email: autierrez asanta-ana.org A parry may change its address or representative or designees by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address and/or new representative or designees. 14. COUNTERPART SIGNATURE AND DELIVERY This Agreement must be signed below and may be signed in separate counterparts including facsimile copies and delivered by fax, email as a PDF (Portable Document Format) file attachment, or by other means that displays the original or a copy of the signatures. Each counterpart (including facsimile copies) is deemed an original and all counterparts are deemed on and the same instrument and legally binding on the parties. Any subsequent amendments to this Agreement may be signed and delivered in the same manner. 15. MISCELLANEOUS PROVISIONS Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 2. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. Provided however, that in the event that any provision of any exhibit is in direct conflict with the provisions of this Agreement then the terms of this Agreement will prevail solely with respect to any such directly conflicting provisions, or portions thereof. {Signatures on following page} 2 City Council 15 — 15 6 0 2 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 IN WITNESS WHEREOF, the patties hereto have executed this Agreement the date and year first above written. ATTEST: Clerk of the Council APPROVED AS TO FORM: City tto By: Ryaj q. Hoi Assistant Vity A RECOMMENDED FOR APPROVAL: !1 U 11.r..o Kathryn Downs (Nov 14, 202212:17 PST) Kathryn Downs Executive Director Finance and Management Services Agency CITY OF SANTA ANA Kristine Ridge City Manager CONSULTANT: DocuSigned by: k%cv:el L. QU44. B858729A465E467... SB David Green Corporate Secretary Page 12 of 12 City Council 15 — 16 12/6/2022 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 EXHIBIT A MERCHANT CARD PROCESSING AGREEMENT City Council 15 — 17 12/6/2022 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 MERCHANT CARD PROCESSING AGREEMENT PLEASE READ SECTION 20 ("ATTORNEY FEES; ARBITRATION; CLASS ACTION WAIVER") CAREFULLY AS IT RELATES TO ARBITRATION AND CLASS ACTIONS While all terms in this Merchant Agreement are important, here is a summary of some sections on which we occasionally receive questions. These are common clauses in merchant processing agreements throughout our industry. • The introductory paragraphs explain that the Merchant Agreement consists of other documents in addition to this Merchant Agreement. • We can amend your Merchant Agreement by providing you with 15 days' notice or, under certain circumstances, with less than 15 days' notice (see section 10). • Unless confirmed otherwise on your application, the initial term of this Merchant Agreement is three years. If you terminate early without cause, you may be required to pay an early termination fee (see section 11). • The proceeds you receive from transactions are provisional credits. We can charge or debit your settlement account to recover these provisional credits. We can also debit your Settlement Account to recover other amounts that you may owe us (see Section 12). • If you dispute any charge or funding, you must notify us within 30 days of the date of the statement (see section 12.5). • In some circumstances, we may require the establishment of a reserve account with us so we can mitigate risks. Section 13 explains how that reserve account will be funded and how we may use money in that account. • Our processing fees are set out in detail in the Merchant Application. We may change these fees, but must ordinarily notify you before doing so (see Section 16). • This agreement contains an arbitration clause (see Section 20.2) and a class action waiver (see Section 20.3). • This agreement is a complete and final agreement between us. It supersedes any previous negotiations we may have had on the services and products. (Section 21). This Merchant Card Processing Agreement ("MPA") is for merchant card payment processing services among the merchant ("Merchant") that signed the Application for Merchant Card Processing ("Merchant Application"), Member Bank, and Processor. The Merchant Application and the MPA are part of the "Merchant Agreement" as defined below. Subject to the requirements of the Operating Rules, Processor and Member Bank reserve the right to allocate duties and obligations amongst themselves as they agree appropriate in their sole discretion, and Member Bank or Processor may jointly or individually assert or exercise any rights or remedies provided hereunder. If Merchant wishes to address any act or omission by, or make or bring any claim or action against, Merchant Bank or Processor relating to this Merchant Agreement, it shall first discuss such issue with Processor prior to making or bringing any claim or action against Member Bank (in which case Processor shall address the issue as agreed with Member Bank). Member Bank is responsible for sponsoring Merchant with Visa and Mastercard, and for settlement of Merchant sales funds. Unless otherwise noted, all other products, services and obligations to Merchant are the sole responsibility of Processor. VISA®, Inc. ("Visa") and Mastercard® International, Inc. ("Mastercard"), the Discover® Network ("Discover"), and the American Express® Network ("American Express") are collectively known herein as the "Card Associations." If elected by Merchant on the Merchant Application, Processor will settle American Express® Card and Discover® Network transactions in accordance with the terms set forth in the Merchant Application and in doing so, Processor does not represent or indicate in any way that Member Bank sponsors Processor into the American Express Network and Discover Network. If Merchant elects and is approved to participate in the American Express OptBlue Program, Merchant agrees to comply with the American Express OptBlue Merchant Operating Guide, which may be accessed at www.americanexpress.com/merchantgpguide. Member Bank does not sponsor Processor into the American Express Network and Discover Network, is not providing or agreeing to provide Merchant any services hereunder with respect to American Express Card and Discover Network Card transactions, does not determine or approve or agree upon any fees, charges, pricing, or any other terms and conditions, relating to American Express Card and Discover Network Card transactions, and has no responsibility or liability to Merchant for American Express Card and Discover Network Card transactions. Nor does Member Bank provide or agree to provide Merchant any services hereunder or have any responsibility or liability to Merchant with respect to any PIN -based debit or stored value or electronic benefit transfer transactions (except only to the extent, if any, required under Visa's or Mastercard's Operating Rules or mandatory provisions of applicable law), or any PayPal transactions, JCB, Carte Blanche, or other Card type transactions (other than Visa and Mastercard Credit and non -PIN based debit/stored value /electronic benefit transactions, including any such transactions made with Diner's International Cards which also cant' the Mastercard Mark and are processed as Mastercard transactions), any CrossCheck or other Check Services transactions, merchant gift or loyalty card transactions, or any other services specified in the Merchant Application as covered in whole or in part by this Agreement but as not being provided by Member Bank. No reference to Member Bank herein shall be deemed to create any obligations or liability of Member Bank with respect to American Express Card or American Express Network transactions or Discover Network Cards or Discover Network Card transactions, or to any of the other types of Cards, transactions or services referred to above or in the Merchant Application as not being provided by Member Bank. The appendices, adde Addendum if applicablE','R-ye4n ®{fkFC5Hhedule, applicable product or services terms as indicated on the Merchant Application, and ACH Terms and Conditions that accompany this MPA, as amended from time to time as provided herein, are part of the terms and conditions of this MPA, as are the Merchant Application and the Operating Rules, and are hereinafter individually and collectively referred to as the "Merchant Agreement." The Operating Rules for Visa are located at hgps://usa.visa.com/support/consumer/visa-rules.htnil, and the Operating Rules for Mastercard are located at https://www.mastereard.us/en- us/business/overview/support/rules.html. Capitalized terms used in this Merchant Agreement which are not defined herein shall have the meaning given to them in the Merchant Application, which is incorporated by reference into this Agreement and may be amended from time to time by Merchant Bank or Processor upon notice to Merchant. According to the processing services selected by Merchant on the Merchant Application and, in accordance with the terns of this Merchant Agreement and applicable Operating Rules, Merchant agrees to participate in Processor's Card processing program by honoring Cards in accordance with this Merchant Agreement; and to submit Transaction Receipts, Credit Transaction Receipts and other electronic data to Processor for the Card Program services provided by Processor. With respect to Visa and Mastercard Transactions: Member Bank is responsible for providing settlement funds directly to Merchant, and Processor shall not have access to or hold settlement funds. 1. MERCHANT'S APPLICATION AND INFORMATION. By completing the Merchant Application, Merchant applies for the Card Program services covered by the Merchant Application and the Merchant Agreement. In their sole and absolute discretion, Processor and/or Member Bank may accept or reject Merchant's Merchant Application. Merchant may present Transactions to Processor only for the activities and in the volumes described on the Merchant Application, including the percentage of Mail/Phone Order and Electronic Commerce Transactions. The earlier date of the presentation of the first Transaction, including any test Transaction, by Merchant to Processor or the date Processor approves the Merchant Application signifies the effective date of the Merchant Agreement (the "Effective Date"). By either Merchant's signature on the Merchant Application or Merchant's processing a Transaction (including a test Transaction) with Processor, Merchant affirmatively accepts and agrees to be bound by the Merchant Agreement. 2. MERCHANT'S GENERAL DUTIES. 2.1 General. Merchant will comply with the Merchant Agreement for submitting and processing Transactions with Processor. Processor is responsible to Merchant for processing Transactions under the Operating Rules for the Card Program services to which Merchant subscribes, which may vary among Card types. 2.2 Merchant's Responsibility for Acts of Others. Merchant, and not Member Bank or Processor, is responsible for any advice from, acts of, as well as omissions, acts of fraud or acts of misconduct by, Merchant's employees, processors, consultants, advisors, contractors, Merchant Servicers, Agents, officers and directors. Merchant, and not Member Bank or Processor, is responsible for the use, unauthorized use or misuse of Merchant's equipment, POS Equipment, or software. 2.3 Electronic and Paperless Notices and Disclosures. Merchant consents to receiving electronically rather than in paper form all written notices, disclosures and other documents ("Documents") which are to be provided by Processor to Merchant under the Merchant Agreement. Processor will notify Merchant that a Document is available at Processor's web site with a link to that specific page of the web site containing the Document. Merchant agrees that such notification may be sent to Merchant at the e-mail address provided as part of the Merchant Application. By Merchant affirmatively checking the box to consent to receive paperless delivery of IRS Notices on the Merchant Application, if applicable, Merchant acknowledges that it has reviewed and received the Consent to Paperless Delivery of IRS Notices, located at http://www.tsys.com/documents.html and that Merchant consents and agrees to receive IRS notifications by paperless delivery. Merchant understands and acknowledges that access to the Internet and e-mail are required for Merchant to access Documents electronically or by paperless delivery and Merchant confirms that Merchant has such access. Merchant understands that there are costs related to accessing Documents electronically or by paperless delivery and Merchant agrees that Merchant is responsible for these related access costs. At any time, and without giving Merchant advance notice, Member Bank and/or Processor may elect not to send a Document electronically or by paperless delivery, in which case a paper copy of the Document will be sent to Merchant at Merchant's last known address, as provided by Merchant, or such Document shall otherwise be provided as provided for herein. 3. PROCEDURES FOR CARD TRANSACTIONS. 3.1 Honoring Cards. (a) Limited Acceptance. If appropriately indicated herein, Merchant shall be a Limited Acceptance Merchant, which means that Merchant has elected to accept only certain Visa and Mastercard card types as indicated on the Merchant Application, or via later notification. The Visa or Mastercard Credit acceptance option on the Merchant Application refers to Visa Credit and Business transactions, and is what Mastercard refers to as "Other Card" transactions. Notwithstanding anything to the contrary in the Application, Merchant can elect (i) to accept only Visa or Mastercard non -PIN based debit/stored value/electronic benefit transactions (sometimes referred to as "signature debit" transactions, whether or not an actual signature is required), or (ii) to accept only Visa or Mastercard Credit transactions, or (iii) to accept all Visa or Mastercard Credit and signature debit transactions; provided, types must accept all vaWisa al $lastercard Card types issued by a ne,} V6/210221erchant is not required Page 1 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 to accept Card brands other than Visa or Mastercard in order to accept Visa or Mastercard Cards (except that transactions using Diner's International Cards which also carry the Mastercard Mark must be accepted if Merchant accepts Mastercard Card transactions of the same type). Merchant Bank and Processor have no obligation other than those expressly provided under the Operating Rules and applicable law as they may relate to Limited Acceptance. Member Bank's and Processor's obligations do not include policing card types at the point of sale. Merchant will be solely responsible for the implementation of its decision for limited acceptance including but not limited to policing the card type(s) of transactions at the point of sale submitted for processing by Processor. Should Merchant submit a transaction for processing for a card type it has indicated it does not wish to accept, Processor may process that transaction and Merchant will pay the applicable fees, charges, and assessments associated with that transaction. Merchant will comply with any applicable laws and Operating Rules for the card type processed. (b) Discover. IfMerchant has chosen to accept Discover Card Transactions in the Merchant Application, Merchant must accept Discover Cards at all Merchant establishments, including in payment for purchases of goods and services, for charitable contributions and for Cash Over Transactions, when properly presented for payment by a Cardholder. Subject to this Section, a Merchant must create a Transaction Receipt for each Discover Card Transaction and deliver at least one copy of the Transaction Receipt to the Cardholder. A Merchant may issue a Cash Over in connection with a Discover Card Transaction. Merchant must deliver a single Authorization Request for the aggregate total of the goods/services purchase amount and the Cash Over amount. In addition, the Transaction Receipt must include both the purchase amount and the Cash Over amount. (c) PayPa1TM. If Merchant has chosen to accept PayPal Payment Card Transactions in the Merchant Application, Merchant must accept PayPal Payment Cards at all Merchant establishments, including in payment for purchases of goods and services and for charitable contributions when properly presented for payment by a Cardholder. Subject to this Section, a Merchant must create a Transaction Receipt for each PayPal Card Transaction and deliver at least one copy of the Transaction Receipt to the Cardholder. (d) American Express. If Merchant has chosen to accept American Express® Cards in the Merchant Application, Merchant must accept American Express Cards as payment for goods and services sold, or (if applicable) for charitable contributions made, at all of its establishments, except as expressly permitted by state statute. Merchant is jointly and severally liable for the obligations of Merchant's establishments under the Merchant Agreement. In the event Merchant's American Express annual charge volume exceeds $1,000,000 in a rolling twelve month period or is greater than $100,000 in any three consecutive months, Merchant will be considered a High CV Merchant by American Express and will be required to enter into a direct merchant card acceptance agreement with American Express. Upon any conversion to a direct agreement with American Express, Merchant will be bound by American Express' then current Card Acceptance Agreement and to any pricing and fees set by American Express. Merchant has the right to opt -out of acceptance of American Express Cards at any time without affecting Merchant's rights to accept other card types. If Merchant elects to receive messages from American Express regarding products, services and resources available to it, as indicated on the Merchant Application, Merchant agrees messages maybe sent by American Express to the phone numbers, fax numbers or email addresses provided by Merchant. If a wireless number is provided, Merchant agrees communications may be sent via SMS or text in addition to automated calls. Merchant may opt out of receiving messages by contacting Processor. (e) EBT Transactions. If Merchant has chosen to accept Electronic Benefits Transfer ("EBT") transactions, Merchant agrees to issue United States Department of Agriculture, Food and Nutrition Services ("FNS") food stamp benefits ("FS Benefits") and/or government delivered cash assistance benefits ("Cash Benefits," and with FS Benefits, `Benefits") to recipients ("Recipients") in in accordance with the procedures specified herein, and in all documentation and user guides provided to Merchant by Processor, as amended from rime -to -time; and pursuant to the Quest Operating Rules (the "Quest Rules"), as amended from time -to -time, issued by the National Automated Clearing House Association as approved by the Financial Management Service of the U.S. Treasury Department. Unless otherwise defined herein, all capitalized terms shall have the meanings ascribed them in the Quest Rules. Merchant will provide each recipient a receipt of each Benefit issuance. Merchant will be solely responsible for Merchant's issuance of Benefits other than in accordance with authorizations. Merchant agrees to comply with all the requirements, laws, rules and regulations pertaining to the delivery of services to Benefit Recipients and Benefit Recipient confidentiality. If Merchant issues FS Benefits under this Merchant Agreement, Merchant represents and warrants to Processor that Merchant is an FNS-authorized "Merchant" (as such term is defined in the Rules) and is not currently suspended or disqualified by FNS. Merchant agrees to secure and maintain at its own expense all necessary licenses, permits, franchises, or other authorities required to lawfully effect the issuance and distribution of Benefits under this Merchant Agreement, including without limitation, any applicable franchise tax certificate and non -governmental contractor's certificate, and covenants that Merchant will not issue Benefits at any time during which Merchant is not in compliance with the requirements of any applicable law. Merchant agrees to hold Processor harmless from any costs of compliance or failure to comply with any such obligation by Merchant. Processor may terminate or modify the provision of services to Merchant if any of Processor's agreements with government EBT agencies are terminated for any reason or if any party threatens to terminate services to Processor due to some action or inaction on the part of Merchant. Nothing contained herein shall preclude the State from commencing appropriate administrative or legal action against Merchant or for making any referral for such action to any appropriate Federal, State, or local agency. Any references to "State" herein shall mean the State in which Merchant issues Benefits pursuant hereto. If Merchant issues Benefits in more than one State pursuant hereto, then the reference shall mean each such State Pro�FF (b e individual providing the termin ��g) �¢/}g�g,(� employee of �ssor ss otherwise identified as an indepe t 1 DOfI "tor. Merchant Page 2 of 10 UNIVMERAGMT v22.0421 City Council 3.2 Operating Procedures for Transactions. In accepting Cards for the purchase of Merchant's goods and services, Merchant shall comply with the requirements of the Merchant Agreement, including but not limited to the Operating Rules, as the same are revised from time to time. 3.3 Submission of Valid Transactions. (a) Merchant will submit to Processor a Transaction only if the Transaction is made or approved by the Cardholder who is issued the Card used for the Transaction. The burden of verifying the identity of the Cardholder and the Cardholder's authority to initiate a Transaction rests solely with Merchant. Merchant will not submit directly or indirectly: (i) any Transaction that Merchant knows or should have known to be fraudulent or not authorized by the Cardholder; (ii) any Transaction that results from a transaction outside of Merchant's normal course of business, as described on the Merchant Application; or (iii) any Transaction containing the account of a Card issued to Merchant or any account numbers issued to Merchant's business owners, family members, principals or employees for Transactions that do not represent a purchase of goods or services from Merchant or a credit transaction related to a purchase of goods or services from Merchant. (b) If at anytime the volume of Transactions substantially exceeds or decreases from the projected annual volume stated on the Application, or if at any time Processor suspects fraud, money laundering or violations of the Operating Rules, Processor may, in its sole and absolute discretion and in addition to other remedies that the Processor may have: (i) refuse to process the excessive or suspect Transactions; (ii) process the Transactions and retain the funds received from processing until such time as the excess or suspect Transactions are found to be valid or invalid and processed in accordance with the Operating Rules; (iii) suspend processing and/or terminate the Agreement; or (iv) amend the Merchant Agreement to protect the interests of Processor. 3.4 Payments to Merchant for Valid Transactions. (a) Member Bank and Processor will provide provisional credit to Merchant for each undisputed and valid Transaction that Merchant submits to Processor by crediting Merchant's Settlement Account, provided Member Bank and Processor have received settlement for the valid Transaction through the Interchange procedures specified by the Card Association applicable to the Card used for the Transaction (Member Bank and Processor do not provide payment for all Card types for which Authorization services are provided). Member Bank and Processor are not obligated to provide provisional credit to Merchant for Transactions submitted that are not valid Transactions, and may suspend or discontinue any provisional credit in Member Bank's and/or Processor's sole and absolute discretion, including for any reason that would justify termination of this Merchant Agreement. Each provisional credit from Member Bank and Processor to Merchant will be subject to adjustment, including revocation, upon Processor's further review and verification. Provisional credit to Merchant for a Transaction disputed by a Cardholder for any reason is not final. (b) Member Bank and Processor may deduct from any payment to Merchant the amount of any Credit Transaction Receipt processed for Merchant, any Chargeback to Merchant, any amount to be deposited in the Reserve Account and any Processing Fees and amounts sufficient to reimburse Member Bank and Processor for the amount of any Card Association assessments (sometimes referred to as "fines" or "penalties") or charges due from Merchant or for any current or future obligation of the Merchant that arises under the Merchant Agreement. Merchant must immediately pay Member Bank and Processor the amount by which a Credit Transaction Receipt processed on any day exceeds valid Transactions submitted on that day. Without limiting Member Bank's and Processor's remedies, Member Bank and Processor may obtain the amount due by deducting it from the Settlement Account, Reserve Account or other accounts of or funds due Merchant. (c) Merchant acknowledges that all payments and credits provided to Merchant are provisional and subject to suspension, to Chargebacks and to adjustments in accordance with the Merchant Agreement, including, but not limited to the Operating Rules. 3.5 Retrieval Requests. If Merchant deposits Transactions with Processor through magnetic tape, electronic transmission, or electronic data capture terminal, upon the request of a Card Association, Processor or Member Bank, Merchant shall respond to all Retrieval Requests within the time frames specified in the applicable Operating Rules. If Merchant does not respond or responds late to a Retrieval Request, Merchant may be without recourse as Chargebacks for "non receipt of requested item" in most cases, cannot be reversed. Member Bank and Processor are not obligated to provide provisional credit to Merchant for any Retrieval Request and may suspend or discontinue any provisional credit in their sole and absolute discretion. 3.6 Equipment; Supplies; Displays. Important Note: Merchant acknowledges and agrees that Member Bank and its affiliates have no duty, obligation or liability whatsoever for: (1) the POS Equipment, herein; (2) any actions or omissions of Processor with respect to the POS Equipment; (3) failure of merchant to perform routine maintenance and updates to the POS Equipment; (4) any failure of merchant to adhere to standard security requirements as it relates to the POS Equipment; or (5) any claims or disputes arising out of the foregoing. (a) At Merchant's request, Processor will supply Merchant with point -of -sale equipment, including a terminal, router or other compatible or ancillary equipment, hardware or device (collectively "POS Equipment"). Processor will use good faith efforts to program or configure the POS Equipment to operate at the Merchant Outlets in compliance with the Operating Rules; however, Processor makes no representations or warranties that Processor's programming of the POS Equipment furnished by Processor will operate in compliance with the Operating Rules and applicable law. If Processor supplies Merchant with POS Equipment or other equipment, then Merchant must return such equipment upon DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 acknowledges and understands that POS Equipment may be supplied to Merchant that is the property of Processor and is being provided to Merchant for free use subject to the following conditions and requirements: (i) Merchant shall be liable for a $495 fee for non -return of Processor supplied POS Equipment if Merchant terminates or ceases processing under the terms of this Agreement before the expiration of the initial or renewal term of this Merchant Agreement and fails to return the POS Equipment within ten days of termination or of ceasing processing. (ii) Merchant shall be liable for a $450 fee for non-retum of Encryption Exchange POS Equipment if applicable; (iii) Merchant will be liable for any damages to the POS Equipment from the misuse or negligent use or handling of the POS Equipment; (iv) Merchant will be liable for any reasonable monthly fee as determined by Processor for paper or other supplies provided by Processor for use with the POS Equipment; and (v) Processor, at its absolute and sole discretion, may allow for one terminal exchange at no charge, but may charge additional fees for subsequent exchanges. (c) All Processor and third party POS Equipment and services provided or procured by Processor under this Merchant Agreement are provided "AS -IS." Processor makes no warranty as to this POS Equipment's fitness for any particular purpose (or any other Warranty) and disclaims any liability resulting from the POS Equipment or Merchant's use of the POS Equipment. (d) Merchant acknowledges that Processor or a third party is supplying the POS Equipment and that Member Bank shall have no responsibility or liability for the POS Equipment supplied to Merchant. (e) Merchant will use only the forms for Transactions and electronic processing formats provided or approved in advance by Processor. Processor may change the forms from time to time, and, upon notification, Merchant will comply with any changes. Merchant will use Transaction forms or materials provided by Processor only for Transactions which Merchant submits to Processor. (f) Merchant may not (i) indicate or imply that the Card Associations, Processor or Member Bank endorses any Merchant goods or services, (ii) refer to a Card Association, Processor or Member Bank in stating eligibility for Merchant's products, services or membership, or (iii) use any marks, symbols or logos owned by any Card Association, Processor or Member Bank for any purpose other than those permitted in the Operating Rules, provided that any use of Processor's or Member Bank's marks, symbols or logos shall be in accordance with and subject to any branding guidelines provided by Processor and Member Bank. Merchant acknowledges that Member Bank and Processor shall remain the sole and exclusive owners of their respective intellectual property and Confidential Information (defined below). Except to the extent expressly provided herein, no rights to Processor's or Member Bank's intellectual property or Confidential Information are granted hereunder, and all rights therein are expressly reserved. 3.7 Europay/Mastereard/Visa ("EMV") Chip Card Compliance. Merchant agrees that if Merchant does not use POS Equipment that has been certified EMV chip card compliant and enabled or when a lost or stolen chip and PIN card is used at an EMV enabled terminal capable of processing chip and signature only, Merchant may be liable for payment of any transactions submitted for chargeback by the applicable EMV chip card issuer(s). 4. MERCHANT'S WARRANTIES. Upon signing the Merchant Application, and each time Merchant submits a Transaction, Merchant represents and warrants that: 4.1 Merchant has abided by the Merchant Agreement, and all applicable laws , the Operating Rules; 4.2 Each statement made on the Merchant Application was true as of the date Merchant signed the Merchant Application agreeing to be bound by the Merchant Agreement; 4.3 There have been no materially adverse changes in information provided in the Merchant Application or in Merchant's financial condition, or management; 4.4 Merchant does not do business under a trade name or style not previously disclosed in writing, and there has been no change in the nature of Merchant's business or the product lines that Merchant sells not previously disclosed; 4.5 The Transaction is genuine and arises from a bona fide sale of merchandise or services by Merchant, represents a valid obligation for the amount shown on the Transaction Receipt and does not involve the use of the Card for any other purpose; 4.6 Merchant has title to the Transaction and Transaction Receipt, there are no liens or other encumbrances on it, and Merchant has the authority to convey the Transaction for processing; 4.7 The Transaction is not subject to any dispute, set-off or counterclaim; 4.8 The Transaction has not been previously presented for processing unless allowed by the Operating Rules; 4.9 Each statement on the Transaction Receipt is true, and Merchant has no knowledge of facts that would impair the validity or collectability of the amount of the Transaction; 4.10 The person who executes the Merchant Application on behalf of Merchant has the full power and authority to execute the Merchant Application and to enter into the Merchant Agreement; 4.11 The Merchant Agreement is the legal, valid, and binding obligation of Merchant enforceable against Merchant in accordance with its terms; 4.12 Merchant shall submit Transactions contained in the Merchau oo a ron an IT e in accordance with the information 4.13 Merchant has the power and authority to authorize the automatic funds transfer provided for in the Merchant Agreement; 4.14 The Settlement Account is owned and controlled by Merchant and is a valid account for processing debit and credit transactions under the Merchant Agreement; 4.15 Merchant is not (i) a Sanctioned Person, (ii) located in or operating under a license issued by a jurisdiction whose government has been identified by the U.S. Department of State as a sponsor of international terrorism under 22 U.S.C. 2371 or 50 U.S.C. App. 24050), (iii) located in or operating under a license issued by a jurisdiction that has been designated as non -cooperative with international anti -money laundering principles or procedures by an intergovernmental group or organization of which the U.S. is a member, or (iv) located in or operating under a license issued by a jurisdiction that has been designated by the U.S. Secretary of Treasury pursuant to 31 U.S.C. 5318A as warranting special measures due to money laundering concerns; and 4.16 Merchant will immediately notify Member Bank and Processor in writing of any material changes to any information provided herein including but not limited to a change in Merchant's legal entity, location, business type, or the types of goods and services offered for sale by Merchant. 5. CONFIDENTIALITY; DATA SECURITY. 5.1 Confidentiality. Merchant will treat as confidential: (i) the terms of the Merchant Agreement; (ii) all information or data, of whatever nature, relating to Processor (including its operations, policies, procedures, accounts and personnel) accessed or used by or disclosed to Merchant in connection with the Merchant Agreement; (iii) Processor's IRS W-9 form; and (iv) all information or data that is proprietary to a third party (including Processor's customers and contractors) and that Processor is obligated to treat as confidential, accessed or used by or disclosed to Merchant in connection with the Merchant Agreement (individually and collectively, "Confidential Information"). Merchant shall not use or disclose Confidential Information without Processor's prior written consent. Merchant may only disclose Confidential Information to Merchant employees who have a need to know such information in connection with Merchant's performance hereunder and who are bound to confidentiality restrictions no less restrictive than those herein. Merchant shall exercise at least the same degree of care to maintain the confidentiality of Confidential Information that it uses for its own similar information, but in no event less than a reasonable degree of care. The foregoing obligations shall not apply to any information that (x) is received from any third party source that is properly authorized to disclose it without restriction, (y) is or becomes generally known to the public by publication or some other means other than a breach by Merchant or its employees of any agreement or confidentiality obligations, or (z) is required by law to be divulged, provided that the request is proper and the disclosure does not exceed that which is required. In the case of (z), Merchant will provide prior notice thereof and cooperate with Processor to limit disclosure. Upon Processor's request, and upon termination or expiration of the Merchant Agreement, Merchant shall return or, only if requested by Processor, destroy all Confidential Information in its possession or control. Merchant acknowledges that a breach of this Section 5 may cause Processor irreparable injury and that Processor may have no adequate remedy at law. Accordingly, Processor may seek provisional or injunctive relief in addition to any other rights or remedies. 5.2 Transaction Receipts. Merchant will retain in a secure and confidential manner original or complete and legible copies of each Transaction Receipt, and each Credit Transaction Receipt required to be provided to Cardholders, for such period as required by law or the Operating Rules. Merchant shall render all materials containing Cardholder Account Numbers unreadable prior to discarding. Merchant is responsible for ascertaining whether applicable law requires copies retained by Merchant to truncate card numbers and suppress expiration dates, and for complying with all such laws. 5.3 Storage. Merchant will store Transaction Receipts and Credit Transaction Receipts in an area limited to selected and authorized personnel, and when record -retention requirements have been met, Merchant will destroy the records so that the same are rendered unreadable. 5.4 Merchant Servicers and Agents. Merchant must notify Processor and receive Processor's approval prior to engaging any Merchant Servicer or Agent in connection with Merchant's acceptance of Cards or the submission of Transactions to Processor. Merchant shall provide Member Bank and Processor at least sixty days advance written notice of Merchant's election to use a Merchant Servicer or Agent. Member Bank and/or Processor may individually approve or deny the use of a Merchant Servicer or Agent in their sole and absolute discretion and at any time. If a Merchant Servicer or Agent is required to certify, register, or act in any fashion pursuant to the Operating Rules, Merchant shall cause such Merchant Servicer or Agent to cooperate with Processor in completing any steps required for registration and/or certification and/or action. Merchant is solely responsible for any and all applicable fees, costs, expenses and liabilities associated with such registration and/or certification and/or action. Processor and Member Bank shall in no event be liable to Merchant or any third party for any actions or inactions of any Merchant Servicer or Agent used by Merchant, and Merchant hereby expressly assumes all such liability. Merchant will immediately notify Processor if Merchant decides to use electronic authorization or data capture terminals provided by any entity other than Processor or its authorized designee ("Third Party Terminals") to process Transactions, including leasing a terminal from a third party. If Merchant elects to use Third Party Terminals: (a) the third party providing the terminals will be Merchant's Merchant Servicer in the delivery of Transactions to Processor; and (b) Merchant assumes full responsibility and liability for any failure of that third party to comply with the Operating Rules, applicable laws, rules or regulations or the Merchant Agreement. Processor and Member Bank will not be responsible for any losses or additional fees incurred by Merchant as a result of any error by a third party or a malfunction in a Third Party Terminal. I 15-20 Page 3 of 10 12/6/2022 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 The use of a Merchant Servicer or Agent or software or systems provided by a Merchant Servicer or Agent that has connectivity to the Internet poses an increased risk, and Merchant assumes all liability for such increased risks. If Merchant utilizes software or hardware with a connection to the Internet such hardware or software interacts in any capacity with the provision of services contemplated pursuant to this Merchant Agreement, Merchant is solely liable without limitation for any and all consequences of such interaction. 5.5 Security. Merchant agrees and shall ensure that Merchant Servicers and Agents utilized by Merchant provide the same levels of security as those required of Merchant, and that such Merchant Servicers and Agents transmit data in accordance with: (a) the required format(s) of the Card Associations; (b) the Operating Rules; and (c) the requirements of Processor and Member Bank. Merchant must have a written contract between Merchant and its Agent or between Merchant and the Merchant Servicer that stipulates adherence to the provisions of such information security requirements. Merchant's written contract with any such third party must contain provisions obligating the third parry to comply with applicable law, with CISP and SDP and DISC and PCIDSS, PA-DSS, PIN and PED security requirements if applicable, and all other Card Association requirements pertaining to confidentiality and security and integrity of Cardholder and Card transaction data, with all rules prohibiting storage of certain Card transaction data, and with all other applicable Operating Rules and the requirements of Processor and Member Bank. Merchant will only allow Merchant Servicers or Agents to have access to cardholder data for the purposes that are authorized by the Operating Rules. Any fees or liability assessments from actual or alleged noncompliance will be the sole liability of the Merchant. Merchants processing less than 1 million annual Visa transactions and using third parties for POS application, terminal installation and integration must engage Payment Card Industry (PCI) Qualified Integrator Reseller (QIR) professionals to install, integrate, and support point -of -sale applications and terminal installation and integration. Merchant shall indemnify and hold Member Bank and Processor harmless against losses or damages arising from the acts or omissions of Merchant Servicers or Agents engaged by Merchant. 5.6 Loss or Theft. Merchant must immediately notify Member Bank and Processor of any suspected or confirmed loss or theft of materials or records that contain Cardholder Account Numbers or Card Transaction information. In the event of a suspected or confirmed loss or theft Merchant shall provide immediate access to all facilities, systems, procedures, equipment, and documents as may be deemed appropriate by Processor and Member Bank or their designated representatives, regulators or auditors for inspection, audit, and copying as deemed appropriate by both Member Bank and Processor in their individual sole discretion. Merchant shall be responsible for all costs associated with such inspection, audit, and copying however such costs may occur. 5.7 Merchant authorizes Processor to release its name and address to any third party whom the Processor determines needs to know such information in order for Processor to perform the Card Program services under this Merchant Agreement and who has requested such information. 5.8 Merchant will not: (a) provide Cardholder Account Numbers, personal Cardholder information or Transaction information to anyone except Processor, the Card Associations, or Merchant's Merchant Servicers or Agents for the purpose of assisting Merchant in completing Card Transactions, or as specifically required by law; (b) retain or store Card Magnetic Stripe, CVV, CVV2, CVC2 or CID data (including Track Data) subsequent to Authorization for a Transaction; (c) sell, purchase, provide or exchange Card Account Number information to any third party without the Cardholder's consent, or to any entity other than Merchant's Merchant Servicers or Agents, Processor, the Card Associations, or in response to valid legal process or subpoena; or (d) release any Cardholder information over the telephone under any circumstances. 5.9 Merchant may not in any event, including its failure, including bankruptcy, insolvency, or other suspension of business operations, sell, transfer, or disclose any materials that contain Cardholder Account Numbers, personal information or Transaction information to third parties. In the event that Merchant's business fails or ceases to exist, Merchant is required to return to Processor all such information or provide proof of destruction of this information to Processor. 5.10 Merchant agrees to establish security procedures to protect Cardholder information and comply with the Visa Cardholder Information Security Program (CISP), Mastercard's Site Data Protection (SDP) Program, Discover Information Security Compliance (DISC), American Express Data Security Requirements, the Payment Card Industry (PCI) Data Security Standards, and applicable laws pertaining to the privacy and security of personal information (including, without limitation, and to the extent applicable, those of non-U.S. governmental authorities). Detailed information about PCI DSS can be found at the PCI DSS Council's Website: www.peisecuritystandards.org. The Card Associations, Processor or Member Bank, and their respective representatives, may inspect the premises of Merchant or any Merchant Servicer or Agent engaged by Merchant for compliance with security requirements. Merchant acknowledges that any failure to comply with security requirements may result in the imposition of restrictions on Merchant or the permanent prohibition of Merchant's participation in Card acceptance programs by the Card Associations. Merchant shall indemnify and hold Processor and Member Bank harmless against any losses or damages arising from Merchant's actual or alleged failure to comply with security procedures and any losses or damages arising from or related to Merchant's acts or omissions that result in an actual or alleged breach of data security, including but not limited to Merchant's non - participation in any breach security program Processor may offer. 5.11 Processor acknowledges that it will maintain compliance with all applicable PCI DSS requirements. 5.12 Federal regulations enacted pursuant to the USA PATRIOT Act and other applicable laws require financial institutions with which Processor has relationships to verify the identity of every pe w ¢, ee to�0 en an account with a mancia institution. Asa result of Merchant's staaai4 aS i i�dllder with Member Bank, Merchant shall provide documentary verification of Merchant's identity, such as a driver's license or passport for an individual and certified copy of organization documents for an entity in manner acceptable to Processor and Member Bank. Processor and Member Bank reserve the right to verify Merchant's identity through other non -documentary methods as Processor and Member Bank deems appropriate in its sole discretion. Processor and Member Bank may retain a copy of any document it obtains to verify Merchant's identity with the financial institution. 6. OPERATING RULES. 6.1 Merchant must comply with the Operating Rules, as the same may be amended from time to time. The Operating Rules may change with little or no advance notice to Merchant and Merchant will be bound by all such changes. If Merchant objects to any change in the Operating Rules, it must immediately stop accepting new Transactions for Cards governed by the change. The Operating Rules will govern in the event that there is any inconsistency between the Merchant Agreement and the Operating Rules. However, nothing in the Merchant Agreement shall be construed to impose on Merchant a requirement (including a requirement under the Operating Rules) which is prohibited by mandatory provisions of applicable law (i.e., where the applicability of such provisions of law to the Merchant Agreement, and of the law's prohibition to the particular requirement which otherwise would be imposed on Merchant hereunder, cannot lawfully be waived by agreement), but the requirement hereunder shall be construed to continue in effect and to be imposed on Merchant in all respects and at all times to the fullest extent possible without violating the law's prohibition, with only those particular applications of the requirement which would violate the law's prohibition deemed severed from the provisions hereof. 6.2 Operating Rules of the Debit Networks may differ among them with respect to the Transactions they allow. Processor, at its discretion, may require that the most restrictive requirements of one Debit Network apply to all of Merchant's On-line Debit Card Transactions, regardless of Card type. 7. MERCHANT'S BUSINESS; OTHER PROCESSORS. 7.1 Compliance With Laws. Merchant will comply with all applicable federal, state, and local laws and regulations ("Requirements of Law"), including but not limited to laws and regulations regarding anti -money laundering compliance, in completing Transactions, submitting them to Processor, performing its obligations under the Merchant Agreement, and otherwise conducting its business. 7.2 Change in Name or Business. Merchant will give Member Bank and Processor at least thirty days' prior written notice before any change in Merchant's name or location, any change in ownership or management of Merchant's business, any sale, assignment, rental, lease or transfer of ownership of any location that accepts Cards, or any material change in information concerning Merchant in the Merchant Application, and material change in the type or nature of the business carried out by Merchant or otherwise required to be provided to Processor. 7.3 Other Processors. To the extent permitted by applicable law, Merchant agrees that it will not participate in a Card Program with another financial institution or processor without Processor's written approval. 8. CREDIT REPORTS AND OTHER INFORMATION. 8.1 Reports About Merchant. From time to time, Processor may obtain credit and other information on Merchant, owners and officers of Merchant, any and all personal guarantors of Merchant, and any signatory to the Merchant Application, from others (such as customers and suppliers of Merchant, lenders and credit reporting agencies), and furnish information on Merchant's relationship with Processor and Processor's experience with Merchant to others seeking the information. 8.2 Reports from Merchant. Merchant will provide Processor with updated business and financial information concerning Merchant, including financial statements, tax returns, evidence of required licenses and other information and documents Processor may reasonably request from time to time. Merchant shall further provide Processor such information as it may request for the making of insurance claim, regulatory or other filings related to Merchant's activity pursuant to this Agreement. All material marked "confidential" which Processor receives from Merchant will be used only by Processor, Member Bank or Card Association in performing the Card Program services under this Merchant Agreement or related services and reporting. Processor, Member Bank and any Card Association, regulator, auditor or any other entity having authority may audit Merchant's records relating to this Merchant Agreement. Merchant shall provide all documentation, information or other inspection rights requested by Processor's or Member Bank's regulators or auditors or otherwise to enable Processor and Member Bank to meet Requirements of Law. Without limiting the generality of the foregoing, Merchant understands and agrees that if, at the time of signing this Merchant Agreement Merchant is undergoing a forensic investigation, Merchant must notify Processor and fully cooperate with the investigation until it is completed. 8.3 Information. Merchant authorizes Processor to release and use information collected in connection with Processor's provision of services to the Merchant contemplated in the Merchant Agreement, to third parties that provide services to Processor or Merchant, for marketing purposes with third parties with whom Processor has a relationship to offer products and/or services to merchants, or to any third party that requests and has a reason to know such information, including but not limited to the Card Associations, and any third party having regulatory control over any party. 9. ASSIGNMENT; BANKRUPTCY. 9.1 Assignment. The Merchant Agreement is binding upon the successors and assigns of Processor, Member Bank and Merchant. Merchant will not assign or transfer (including by merger, change of control or operation of law) the Merchant Agreement (in whole or in F _ � r n 's prior written consent Page 4 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 and any purported assignment made without Processor's and Member Bank's consent will be void. 9.2 Bankruptcy. (a) Merchant will notify Processor immediately if any bankruptcy, insolvency or similar petition is filed by or against Merchant. Merchant acknowledges that this Merchant Agreement constitutes an executory contract to extend financial accommodations as defined in 11 U.S.C. §365(c)(2) and that the Merchant Agreement cannot be assumed or assigned in the event of bankruptcy. Merchant and Processor agree that in the event of Merchant's bankruptcy, Processor shall be entitled to suspend further performance under this Merchant Agreement. (b) Merchant acknowledges and agrees that in the event of a bankruptcy proceeding, Merchant must establish a Reserve Account or maintain a previously established and then current Reserve Account in amounts required by Processor and in accordance with any Reserve Account provision specified in this Merchant Agreement. Processor will have the right to setoff against the Reserve Account for any and all obligations which Merchant may owe Processor, without regard as to whether the obligations relate to Transactions initiated or created before or after the filing of the bankruptcy petition. 10. AMENDMENTS; WAIVERS. 10.1 Amendments. Bank shall have the right to modify or amend the terms and conditions of this Merchant Agreement, including, without limitation, the right to modify, amend, or supplement applicable fees, charges, and/or discounts. Modifications and amendments related to changes to the Operating Rules, changes to the fees charged by the Card Associations, Member Bank, or third parties, or in response to changes in Requirements of Law (collectively, a "Third Party Change") may be made effective immediately, with or without notice. Modifications or amendments unrelated to a Third Party Change shall be effective upon the date specified in a notice to the Merchant (the "Change Notice"), provided that the date shall not be fewer than five business days after the date of such Change Notice. A Change Notice may be reflected as a message attached to Merchant's monthly billing statements. Following the Effective Date, in the event of any modification or amendment not related to a Third Party Change, Merchant shall have the right to terminate this Merchant Agreement, without liability for premature termination pursuant to Section 11.2(d), by providing written notice thereof to Processor, provided that such notice must be given within five business days following the date of the Change Notice. Other than the amendments set forth above, this Merchant Agreement may be amended only in writing signed by Merchant, Member Bank, and Processor. 10.2 Waivers. Bank's failure to enforce this Merchant Agreement will not waive Bank's rights under this Merchant Agreement. Waivers of any provision of this Merchant Agreement must be in writing and signed by Bank. A waiver in one instance will not apply to other occasions unless that intent is clear from the signed waiver. 11. TERM; TERMINATION. 11.1 Term/Renewal. The initial term of this Merchant Agreement shall be for the term of three years (the "Initial Term") commencing on the earlier date of the presentation of the first Transaction, including any test Transaction, by Merchant to Bank or the date Bank approves the Merchant Application; provided, however, that if Merchant is receiving these terms and conditions as an amendment to an existing Merchant Agreement, the amendment shall not affect the then -existing term. By either Merchant's signature on the Merchant Application or Merchant's processing a Transaction with Bank, Merchant confirms acceptance of the Merchant Agreement. At the expiration of the Initial Term, this Merchant Agreement will automatically renew for successive one year periods (each a "Renewal Term" and collectively with the Initial Term the "Term") unless a party provides the other parties with notice of its intent not to renew the Merchant Agreement at least ninety days prior to the expiration of the then current term. 11.2 Termination. (a) Termination without Cause. Member Bank or Processor or Member Bank's or Processor's designated representative may terminate the Merchant Agreement as to all Card types or individually specified Card types, without cause, upon thirty days advance written notice. (b) Termination for Cause by Processor or Member Bank. Member Bank or Processor or Member Bank's or Processor's designated representative may terminate the Merchant Agreement in its sole and absolute discretion, effective immediately, upon written, electronic or oral notice, to Merchant if Member Bank or Processor reasonably determines that any of the following conditions exists: Merchant has violated any provision of the Merchant Agreement. (ii) There is a material adverse change in Merchant's financial condition, material change in Merchant's processing activity, processing activity inconsistent with the Merchant Application, or Member Bank or Processor determines in its sole discretion that Merchant's processing activity could result in a loss to Processor or Merchant Bank. (iii) A petition in bankruptcy has been filed by or against Merchant, Merchant is generally unable to pay its debts as they become due, a receiver, custodian, trustee, liquidator or similar official is appointed for a substantial portion of Merchant's business, there is a general assignment for the benefit creditors, or the business terminates. (iv) Any information which Merchant provided to Processor or Merchant Bank, including Merchant Application information, was false, incomplete or misleading when received, or has materially changed since Merchant provided such information. (v) At any time during the term of the Merchant Agreement, Merchant has had a monthly ratio of Chargebacks to Transactions that Processor or Member Bank, in their sole and absolute discretion, deems excessive. (vi) or overdrafts in the Sett�'rhty )G08� n d 6therwise excessive. (vii) Merchant or any of Merchant's officers or employees has been involved in processing Transactions with Processor or Member Bank or other parties arising from fraudulent or otherwise unauthorized transactions. (viii) Merchant is or will be unable or unwilling to perform its obligations under the Merchant Agreement or any applicable laws. (ix) Merchant has failed to pay Processor or Member Bank any amount when due. (x) Merchant has failed to promptly perform or discharge any obligation under the Merchant Agreement, the Settlement Account or the Reserve Account. (xi) Any of Merchant's representations or warranties made in connection with the Merchant Agreement was not true or accurate when given. (xii) Merchant has defaulted on any agreement it has with Processor or Member Bank. (xiii) Processor or Member Bank is served with legal demand, order or process seeking to attach or garnish any of the provisional credits arising out of or relating to the Merchant Agreement, Merchant's funds or property in Processor's or Member Bank's possession, (xiv) The Operating Rules are amended in any way such that Processor or Member Bank determines that the continued existence of the Merchant Agreement would cause Processor or Member Bank to be in breach of such Operating Rules. (xv) Any Guaranty supporting Merchant's obligations is revoked, withdrawn or terminated or altered in any way. (xvi) Any governmental entity initiates proceedings against, or an investigation regarding, Merchant, or Processor or Member Bank reasonably believes that a governmental entity may do so. (xvii) If any circumstances arise regarding Merchant or its business that, in Processor's or Member Bank's discretion, make harm or loss of goodwill to Processor, Member Bank or any Card Association likely. (c) Termination for Cause by Merchant. Merchant may terminate the Merchant Agreement in the event of a material breach of the terms of the Merchant Agreement by Processor, provided Merchant gives Processor written notice of any alleged breach and such breach remains uncured for a period of thirty days following receipt of written notice by the Processor. (d) Damages for Early Termination. (i) Processor and Merchant acknowledge and agree that in addition to all other remedies available to Processor under the Merchant Agreement or as otherwise available in law or equity, if the Merchant Agreement is terminated prior to the expiration of the applicable Term of the Merchant Agreement for any reason other than for a material, uncured breach by Processor, Merchant agrees to pay Processor damages (the "Damages") determined by adding an account closure fee as follows (unless a different amount is disclosed on the Merchant Application): (1) $250 for Merchants with less than twelve months remaining from the date of termination to the end of the then current Term, or; (2) $500 for Merchants with more than twelve months remaining, or such portion of the foregoing as may be permitted by applicable law. (ii) Merchant agrees that such Damages shall also be due to Processor if Merchant discontinues submitting Transactions for processing during the Term for a period of ninety (90) consecutive days, and is not designated on the Merchant Application, or by notice to Processor, as a seasonal merchant or as otherwise agreed to by Processor. (iii) Merchant acknowledges and agrees that the Damages are not a penalty but rather are a reasonable computation of the financial harm caused by the termination of the Merchant Agreement or the cessation of processing activity by Merchant. (e) Member Bank's or Processor's rights of termination under the Merchant Agreement are cumulative. A specific right of termination shall not limit any other right of Processor or Member Bank to terminate the Merchant Agreement expressed elsewhere in the Merchant Agreement. Notice of termination may be given orally or in writing, if given orally, shall be confirmed in writing, except as otherwise stated in the Merchant Agreement. (f) Upon termination, Merchant's rights to complete Transactions and submit them to Processor, and to use Transaction form or formats, promotional material and any other items provided by Processor, will cease. Termination of the Merchant Agreement will not terminate the rights and obligations of Merchant, Processor and Member Bank relating to acts or omissions occurring before termination, including for example, any Processing Fees or other service fees owed to Processor, any Transactions processed for Merchant by Processor (whether before or after termination), Merchant's Chargeback and indemnity obligations, and the Security Interest granted to Processor and Member Bank in the Merchant Agreement. (g) It is understood that a file for terminated merchants referred to as Member Alert to Control High -Risk Merchants ("MATCH"), formerly known as the Terminated Merchant File ("TMF"), is managed and maintained by Mastercard and utilized by the Card Associations and acquiring banks to identify the names of any business (and its principals) that have been terminated for certain reasons, including fraud, depositing excessive counterfeit paper, excessive unauthorized transactions, excessive chargebacks, depositing paper for others (laundering), bankruptcy or breach of a Merchant Agreement. Merchant acknowledges that Member Bank or Processor is required to report Merchant to the MATCH (and/or on the Consortium Merchant Negative File (the CMNF) published by Discover® Network) if the Merchant Agreement is terminated for any of the foregoing reasons or other reasons as may be modified by the Card Associations. Merchant agrees and consents to such reporting in the event of the termination of the Merchant Agreement for any of the foregoing uch reporting, even in 15 22 12/6/2022 Page 5 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 instances where Merchant contends that the foregoing bases for termination do not, in fact, exist. (h) Sections 2.3, 3, 4, 5, 6, 7, 8.1, 9.1, 10.2, 11, 12, 13, 14, 15, 16.3, 16.4 17, 18, 19, 20, 22, 23, 24, and 25 will survive termination of the Merchant Agreement. 12. SETTLEMENT ACCOUNT. 12.1 Settlement Account Required. Merchant must maintain a Settlement Account in Merchant's name in satisfactory condition at a depository institution under arrangements acceptable to Processor. The Settlement Account will be subject to the provisions of Section 14 of this Merchant Agreement. 12.2 Minimum Balance. Merchant agrees to maintain a minimum balance of funds in the Settlement Account as Processor may specify to Merchant in writing from time to time. 12.3 Provisional Credits. Subject to the terns and conditions of the Merchant Agreement, Processor and Member Bank agree to provisionally credit Merchant for each Transaction that Processor accepts from Merchant. Merchant acknowledges that Processor and Member Bank may reverse or revoke such credit, including in response to any Chargeback. Furthermore, Merchant agrees that Processor and Member Bank may charge or debit the Settlement Account for the amount of any Transaction processed under the Merchant Agreement, or any agreement Processor or Member Bank may have with any Merchant Affiliate, that results in a Chargeback, or for any Credit Transaction Receipt or other reimbursement or Processing Fees or other Merchant obligation to which Processor or Member Bank may be entitled under the Merchant Agreement. 12.4 Audits and Adjustments. Merchant agrees that Processor and Member Bank may audit all Transaction calculations and that Processor and Member Bank shall have the right, without notice, to make withdrawals, deposits, or other adjustments to or from the Settlement Account for any deficiencies or overages. 12.5 Errors and Disputes. Processor and Member Bank shall be entitled to presume that any amounts the Processor and Member Bank pays to or debits from Merchant are correct unless Merchant disputes these by sending Processor written notice within thirty days of the date of the applicable statement containing any disputed payments or debits. PROCESSOR AND MEMBER BANK SHALL NOT BE LIABLE FOR ANY DISPUTED PAYMENTS OR DEBITS, INCLUDING ANY ALLEGEDLY IMPROPER FEE(S), UNDERPAYMENTS, OR BILLING ERRORS, WHICH ARE NOT REPORTED TO PROCESSOR IN WRITING WITHIN SUCH THIRTY -DAY PERIOD. 12.6 POS Equipment. If Merchant chooses to rent or lease POS Equipment from Processor or utilizes software provided by Processor for use in processing Transactions, Merchant agrees to pay Processor: (a) a pre -determined monthly rental fee; (b) any initial upfront costs as required; and (c) all applicable taxes for such POS Equipment or software utilization. 12.7 Settlement Account Closure. If the Settlement Account is closed, Processor or its designated representative may terminate the Merchant Agreement, effective immediately, upon written or oral notice (with written confirmation in the event of oral notice) unless Merchant opens another Settlement Account acceptable to Processor. Merchant may change the Settlement Account upon prior written approval by Processor, which approval will not be unreasonably withheld. 12.8 ACH Authorization. Merchant authorizes Processor and Member Bank or their agents or designated representatives to initiate debit and credit entries and adjustments to the Settlement Account or the Reserve Account (described in Section 13 of the MPA) through the ACH settlement process for amounts due under the Merchant Agreement. This authorization will remain in full force and effect until termination of the Merchant Agreement and the full and final payment of all obligations of Merchant due under the Merchant Agreement. Merchant acknowledges and agrees that Processor and Member Bank will not be liable for any delays in receipt of funds, any failure by Merchant to receive funds, or errors in debit or credit entries caused by Merchant, or third parties, including but not limited to any Card Association or any financial institution. 13. ADDITIONAL COLLATERAL SECURITY; RESERVE ACCOUNT. As a condition for providing Card Program services, Merchant may, at Processor's discretion, be required to provide additional collateral security for Merchant's obligations hereunder, which additional collateral security shall be of a kind, and in amounts, satisfactory to Processor in Processor's sole discretion, and which shall be in addition to all other collateral provided for in Section 14 hereof. Processor may require that all or any part of the additional collateral be deposited in a Reserve Account, in which case the following provisions of this Section 13 shall apply: 13.1 Reserve During Term of Merchant Agreement. (a) Merchant may be required to deposit, or Processor or Member Bank may deposit by deducting from any provisional credit or payment otherwise due to Merchant or from any funds in the Settlement Account or any other deposit account of Merchant, into an account maintained by Member Bank (or at another approved depository institution) (the "Reserve Account"), initially or at any time in the future as requested by Processor, sums sufficient to satisfy Merchant's current and/or future obligations as determined by Processor in its sole and absolute discretion. In lieu of establishing a Reserve Account, Processor may, at its election, demand and receive other forms of additional collateral security, including, without limitation, letters of credit or certificates of deposit. Failure to supply such additional collateral security shall constitute a material breach of this Merchant Agreement. (b) The Reserve Account will be separate from the Settlement Account. Notwithstanding anything else in this Merchant Agreement to the contrary, Merchant shall have no ownership interest or property rights in the Reserve Account or the funds therein, no right of withdrawal from the Reserve Account, and no right to receive interest on funds held in the Reserve Account. Rather, the Reserve Account sha 1 b , under Me sole con tro o Page 6 Member Bank. Any and all earnings from deposits of Merchant to the Reserve Account shall be the sole property of the Processor. 13.2 Reserve Account Deposits. (a) At any time in Processor's sole and absolute discretion, Processor may (i) designate the minimum balance required to be deposited in the Reserve Account, (ii) require that the amount on deposit in the Reserve Account be increased, (iii) require that Merchant deposit, or Processor or Member Bank may deposit for Merchant into the Reserve Account a percentage of, or a fixed amount from each Transaction processed, or (iv) otherwise determine the amount to be deposited in the Reserve Account. Processor at its sole and absolute discretion may require that each month Merchant deposit, or Processor or Member Bank may deposit by deducting from any provisional credit or payment due to Merchant or from any funds in the Settlement Account or any other deposit account of Merchant sums into the Reserve Account no later than the twentieth day of the month. Processor shall notify Merchant as to the amount of the funds to be deposited each month. (b) Merchant acknowledges and agrees that the Reserve Account may contain both funds deposited by Merchant and funds of other merchants of the Processor. 13.3 Deductions from Reserve Account. If funds are not available in the Settlement Account, Processor or Member Bank without prior notice to Merchant may deduct from any provisional credits or payment due to Merchant that are maintained in the Reserve Account any current or future obligation of Merchant to Processor or Member Bank under the Merchant Agreement, including all Processing Fees, Chargebacks, Credit Transaction Receipts, Damages, and any and all additional fees and obligations under the terms of the Merchant Agreement, and sums sufficient to reimburse Processor and Member Bank for the amount of any liability assessments and charges due the Card Associations. 13.4 Replenishment of Reserve Account Deficiencies. Whenever the balance in the Reserve Account is less than the minimum balance required, or is otherwise deficient, Processor or Member Bank may, without prior notice, deposit the deficiency into the Reserve Account by reducing any payment to Merchant required by the Merchant Agreement or deduct the deficiency from the Merchant's or Merchant's Affiliate's Settlement Account or any other deposit account of Merchant or Merchant Affiliate with another depository institution (including accounts of general partners if Merchant is a partnership) and deposit it into the Reserve Account. Merchant authorizes deductions from its accounts by ACH entry, sight draft, preauthorized check, reverse wire, or otherwise as Processor and Member Bank deem appropriate under the circumstances. In addition, Merchant will deposit any deficiency into the Reserve Account within one Business Day after receiving Processor's oral or written request. Without limiting Processor's remedies, Merchant's failure to deposit any deficiency on time will permit Processor, without advance notice, to suspend or cease processing additional Transaction Receipts and Credit Transaction Receipts. Processor will give Merchant written notice of any suspension or cessation of processing. 13.5 Additions to Reserve Account. If Processor has reason to believe that Merchant may be liable to customers or to Processor for Chargebacks exceeding the balance in the Reserve Account, Processor or Member Bank may: (a) immediately place in the Reserve Account provisional credits or payments otherwise due to Merchant and/or stop processing transactions for Merchant until such time as the extent of Merchant's obligations to Processor and Member Bank, or Merchant's liability for Chargebacks, or Merchant's liability to customers are known, and Processor no longer deems itself insecure, and/or (b) demand from Merchant an amount that in Processor's judgment is needed to ensure payment of Merchant's obligations and liabilities. Merchant's failure to pay any amount will permit Member Bank or Processor or its designated representative to terminate the Merchant Agreement immediately without advance notice. 13.6 Reserve Account After Merchant Agreement Terminates. Processor or Member Bank may continue to hold or deposit funds in the Reserve Account after termination of the Merchant Agreement, regardless of whether termination is by Merchant, Processor or Member Bank. Upon termination of the Merchant Agreement by Merchant, Processor or Member Bank, Processor and Member Bank may retain sufficient funds to satisfy any and all Processing Fees, Chargebacks, Credit Transaction Receipts, Damages, and any and all additional fees, and sums sufficient to reimburse Processor and Member Bank for the amount of any liability assessments and charges due the Card Associations or other obligations or liabilities arising or, in Processor's or Member Bank's discretion, likely to arise under the terms of the Merchant Agreement. If no funds have been deposited into the Reserve Account before termination, Processor, at Processor's option, may notify Merchant to deposit funds into the Reserve Account upon termination of the Merchant Agreement. All provisions which apply to a pre -termination Reserve Account will apply after termination, including replenishment of deficiencies. The funds will be held by Processor and Member Bank or its designated agent for a period of not less than one hundred eighty days from the date of the last Transaction, including, but not limited to a Chargeback, processed under the Merchant Agreement, plus the period of any warranty, guarantee, and/or return policy on goods and/or services sold. Processor and Member Bank will turn over the balance in the Reserve Account to Merchant after Processor reasonably determines that the risk of Chargebacks, Processing Fees or Merchant's liabilities or obligations under the Merchant Agreement has ended and after deducting all amounts that Merchant owes to Processor and Member Bank under the Merchant Agreement or any other agreement. 14. SECURITY INTEREST. 14.1 Merchant's Grant of Security Interest. (a) To secure Merchant's performance of its obligations under this Merchant Agreement, and any other agreement with Processor or Member Bank, Merchant grants Processor and Member Bank a security interest in each Transaction and its proceeds, provisional credits, the Settlement Account, the Reserve Account (without in any way suggesting that Merchant has ownership interest or property rights in the Reserve Account), any o eposit account o Merchant with a lf, )1 whether now existing or bM n the future, and in the proceeds df�al 12MZu Jts, any funds due to of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 Merchant from Processor or Member Bank and any ofMerchant's property held by Processor or Member Bank. Processor and Member Bank may enforce these security interests without notice or demand. The security interests granted under this Merchant Agreement will continue after the Merchant Agreement terminates, until Merchant satisfies all its obligations to Processor and Member Bank. (b) Furthermore, and with respect to any security interests granted herein, Processor and Member Bank will have all rights afforded under the Uniform Commercial Code, as the same may, from time to time, be in effect in the State of Georgia; provided, however, in the event that, by reason of mandatory provisions of law, any or all of the attachment, perfection or priority of the security interests granted herein is governed by the Uniform Commercial Code as in effect in a jurisdiction other than the State of Georgia, then Processor and Member Bank will have all rights afforded under the Uniform Commercial Code as in effect from time to time in such other jurisdiction for purposes of the provisions relating to such attachment, perfection or priority of the security interests, as well as any other applicable law. 14.2 Perfection of Security Interest. Upon request of Processor, Merchant will execute one or more financing statements or other documents to evidence the security interests granted to Processor and Member Bank under this Section 14. Merchant shall cooperate with Processor in obtaining any control agreement or similar agreement with a depository bank necessary to perfect the security interests granted herein. hi addition, Merchant agrees that its signature on the Merchant Application will be considered Merchant's signature agreeing to any control agreement as defined in Article 9 of the Uniform Commercial Code among Merchant, Processor, Member Bank and any other financial institution under which Processor, Member Bank, Merchant and any other financial institution agree to the disposition of funds in the Settlement Account, the Reserve Account or any other deposit account without further consent by Merchant. 15. CUSTOMER CLAIMS. To the extent that Processor or Member Bank has paid or may become liable for a Chargeback or Credit Transaction Receipt, Merchant will be obligated to reimburse Processor and Member Bank for any sums Processor or Member Bank pays or for which Processor or Member Bank is liable. If Merchant does not reimburse Processor or Member Bank, Processor and Member Bank will have all of the rights and remedies of Cardholders, including the Cardholders' rights under 11 U.S.C. §507(a)(6). Processor and Member Bank may assert any claim on behalf of a Cardholder individually or on behalf of all Cardholders as a class. 16. PROCESSING FEES. 16.1 Fee Schedule. Merchant will pay Processing Fees in the amount specified in the Fee Schedule attached to the Merchant Application or as otherwise provided for in this Merchant Agreement or an Addendum thereto. Monthly recurring Processing Fees will be assessed upon approval of the Merchant Application. Processor may amend, supplement, modify, or increase the Processing Fees, including, without limitation, introducing new products or services, pursuant to Section 10.1 of this Merchant Agreement. 16.2 Card Association Actions. Processor will not be required to provide Merchant with fifteen days' notice of an increase in Processing Fees in the event that any Card Association, or any other entity having such authority takes any action that increases the Processing Fees. 16.3 Government and Regulatory Actions. Processor will not be required to provide Merchant with fifteen days' notice for any increase in Processing Fees resulting from any fine, charge, fee or cost incurred in connection with any state, federal or other regulatory action, change in laws or regulations or escheatment of Merchant's funds. 16.4 Payment. Processing Fees and other service charges, obligations or liabilities owed by Merchant to Processor or Member Bank under the Merchant Agreement may be deducted by Processor or Member Bank from amounts due Merchant, or from the Settlement Account or from the Reserve Account. Merchant will pay the amounts due by the next Business Day if sufficient funds are not available in the Settlement Account. 17. INDEMNIFICATION; LIMITATION OF LIABILITY; WARRANTY. 17.1 Indemnification. Merchant shall indemnify each of Processor and Member Bank, including their respective officers, directors, employees, independent sales organizations ("ISOs"), and agents, against and hold them harmless from any and all claims, demands, settlements, losses, damages, liabilities, costs and expenses of any kind (including reasonable attorney's fees) of any party arising from or based upon any actual or alleged act or omission of Merchant, Merchant's employees, Merchant's designated representatives or agents, Merchant Servicers or Merchant's Agent(s) in connection with or arising out of this Merchant Agreement, the duties to be performed by Merchant pursuant to the Merchant Agreement, any Transactions which Merchant submits to Processor (including Chargebacks), or Merchant's actual or alleged violation of the Operating Rules or any Requirements of Law. In the event that Processor or Member Bank is made a party to any litigation, proceeding, arbitration, bankruptcy proceeding, or other legal process (collectively "Actions") commenced by any third party, Merchant shall protect and hold each of Processor and Member Bank harmless from and with respect to the Actions and shall indemnify such party from and against all costs, expenses, and attorney's fees, including in-house legal fees, incurred or paid in connection with the Action, together with any judgments, settlements, losses, damages or other liabilities. Merchant shall indemnify, defend, and hold harmless each of Processor and Member Bank from and against any actual or alleged hacking, infiltration, or compromise of Merchant's systems or the systems of Merchant, Merchant Servicers or Merchant's Agent(s), designated representatives, or other agents. 17.2 Limitation of Liability. Each of Processor and Member Bank will not accept responsibility for errors, acts, or failure to act by others, including but not limited to, Merchant Servicers, AgP r, Pa pt,t;P banks, communication enT.1c rffldita processors or clearinghouses through which transactions may be passed, originated and/or authorized. Each of Processor and Member Bank will not be responsible for any loss, liability or delay caused by fires, earthquakes, war, civil disturbances, power surges or failures, acts of governments, acts of terrorism, labor disputes, failures in communication networks, legal constraints or other events beyond the control of Bank. Each of Processor and Member Bank undertakes no duties to Merchant other than the duties expressly provided for in the Merchant Agreement, and any and all other or additional duties that may be imposed upon Processor or Member Bank in law or equity are hereby irrevocably waived and released to the maximum extent permitted by law. IN ANY EVENT, TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, THE CUMULATIVE LIABILITY OF EACH OF PROCESSOR AND MEMBER BANK, AS WELL AS THEIR RESPECTIVE OFFICERS, DIRECTORS, EMPLOYEES, AND AGENTS, TO MERCHANT, WHETHER ARISING IN CONTRACT, TORT (INCLUDING, WITHOUT LIMITATION, NEGLIGENCE AND STRICT LIABILITY) OR OTHERWISE, SHALL NOT EXCEED THE LESSER OF $10,000 OR, THE AMOUNT EQUAL TO THE AGGREGATE OF MONTHLY NET PROCESSING FEES PAID BY MERCHANT IN THE THREE MONTH PERIOD PRIOR TO THE MONTH THAT THE INCIDENT GIVING RISE TO LIABILITY OCCURRED. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, IN NO EVENT SHALL EITHER PROCESSOR OR MEMBER BANK OR THEIR RESPECTIVE OFFICERS, DIRECTORS, EMPLOYEES, AND AGENTS BE LIABLE FOR SPECIAL, INCIDENTAL, INDIRECT, CONSEQUENTIAL OR EXEMPLARY DAMAGES OR FOR ANY INTERRUPTION OR LOSS OF USE, DATA, BUSINESS OR PROFITS, WHETHER OR NOT SUCH LOSS OR DAMAGES WERE FORESEEABLE OR PROCESSOR OR MEMBER BANK WAS ADVISED OF THE POSSIBILITY THEREOF AND REGARDLESS OF WHETHER ANY LIMITED REMEDY HEREIN FAILS OF ITS ESSENTIAL PURPOSE. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, PROCESSOR AND MEMBER BANK SPECIFICALLY DISCLAIM ALL WARRANTIES OF ANY KIND, EXPRESSED OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR NON -INFRINGEMENT OF ANY INTELLECTUAL PROPERTY RIGHT WITH RESPECT TO THE SERVICES PROVIDED HEREUNDER WITHOUT LIMITING THE GENERALITY OF THE FOREGOING, PROCESSOR AND MEMBER BANK DO NOT GUARANTEE OR WARRANT THAT THE SERVICES WILL BE UNINTERRUPTED OR ERROR - FREE. 18. NOTICES. Each notice required by the Merchant Agreement will be in writing (hard copy or electronic), except as otherwise stated in the Merchant Agreement, and will be effective when delivered, (a) to Member Bank at the address designated on the Merchant Application, and the return address on Merchant's Card processing statements, (b) to Processor at the address designated on the Merchant Application and (c) to Merchant at Merchant's address to which Processor mails Merchant's statements or at the electronic mail address provided by Merchant in the Merchant Application, or at such other address as any party may provide by written notice to the other parties. Any address Merchant designates may also be the address to which Processor mails Merchant's statements. Where applicable, delivery by facsimile transmission or electronic mail will be considered effective when the sender receives electronic confirmation of the transmission. 19. GEORGIA LAW; JURISDICTION; VENUE. Merchant's offer to enter into this Merchant Agreement is made in Muscogee County, Georgia; this Merchant Agreement shall be performed by Merchant in Muscogee County, Georgia and governed by Georgia law, excluding its conflict of laws rules. Merchant and Guarantor agree to bring any claim or action relating to the Merchant Agreement in binding arbitration as set forth in Section 20.2 below. Any matters not otherwise subject to arbitration (such as, by way of example only, injunctive relief, action to recover any monetary losses or damages from unpaid obligations of the Merchant under the Merchant Agreement, or claims to enforce an arbitration award), shall be brought in the state or federal courts located in Muscogee County, Georgia. All parties irrevocably and unconditionally submit to the jurisdiction of such courts with respect to any such action. In the event that Processor or Member Bank is required to resolve a dispute with Merchant that requires any action under this provision, Merchant hereby agrees and consents to receive service of process by certified mail. 20. ATTORNEY FEES; ARBITRATION; CLASS ACTION WAIVER. 20.1 Attorney Fees. Merchant and/or Guarantor will be liable for and will indemnify and reimburse Processor and Member Bank for all attorneys' fees, including in-house legal fees, and other costs and expenses paid or incurred by Processor and Member Bank in the enforcement of this Merchant Agreement or in matters relating to this Merchant Agreement, or arising from any breach by Merchant of this Merchant Agreement, or any other wrongdoing by Merchant or Guarantor. hi the event Processor or Member Bank must engage in any recovery or collection efforts to collect any amounts due from Merchant to Processor or Member Bank, Merchant will reimburse Processor and Member Bank for all fees and expenses incurred in such collection, plus reasonable administrative fees and expenses. 20.2 Arbitration. NOTE: PLEASE READ THIS SECTION CAREFULLY AS IT AFFECTS YOUR RIGHTS AND THE RESOLUTION OF DISPUTES ANY DISPUTE OR CLAIM ARISING OUT OF, RELATING TO, OR IN CONNECTION WITH THIS AGREEMENT OR THE RELATIONSHIPS WHICH RESULT FROM THIS TION, RATHER TIM i12&U YUoWENrERERCHANTUMA2U2 CLAIMS IN SMALL Page 7 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 CLAIMS COURT IF (1) THE CLAIMS QUALIFY FOR SMALL CLAIMS COURT; (2) THE MATTER REMAINS IN SMALL CLAIMS COURT AT ALL TIMES; AND (3) THE MATTER PROCEEDS ONLY ON AN INDIVIDUAL (NOT A CLASS OR REPRESENTATIVE BASIS). ARBITRATION DOES NOT PROCEED BEFORE A JURY AND MAY INVOLVE MORE LIMITED DISCOVERY THAN A COURT PROCEEDING. ANY ARBITRATION UNDER THIS AGREEMENT WILL ONLY BE ON AN INDIVIDUAL BASIS. CLASS ARBITRATIONS, CLASS ACTIONS, PRIVATE ATTORNEY GENERAL ACTIONS, AND CONSOLIDATION WITH OTHER ARBITRATIONS ARE NOT PERMITTED. The arbitrator's award or decision will not affect issues or claims involved in any proceeding between Processor or Member Bank and any person or entity who is not a party to the arbitration. The arbitrator may award monetary, declaratory or injunctive relief only in favor of the individual party seeking relief and only to the extent necessary to provide relief warranted by that party's individual claim. The arbitrator's award, if any, will not apply to any person or entity that is not a party to the arbitration. However, nothing in this Section or Merchant Agreement shall preclude any party from bringing issues to the attention of federal, state or local agencies. Such agencies can, if the law allows, seek relief on your behalf. Further, notwithstanding the foregoing, nothing in this Section or this Merchant Agreement prohibits a party from applying to a court of competent jurisdiction for a temporary restraining order, preliminary injunction, or other equitable relief. The Federal Arbitration Act (9 U. S.C. § 1 et seq.) governs the interpretation and enforcement of the arbitration provisions of this section. Arbitration will be administered by JAMS (wwwJamsadr.com). For claims greater than $250,000, the JAMS Comprehensive Arbitration Rules and Procedures in effect at the time the arbitration is commenced will apply (if no such rules are in effect, JAMS default arbitration rules shall apply). For claims equal to or less than $250,000, the JAMS Streamlined Arbitration Rules and Procedures in effect at the time the arbitration is commenced will apply (if no such rules are in effect, JAMS default arbitration rules shall apply). Unless the arbitrator(s) determine that justice or fairness require otherwise: (i) any arbitration will proceed in Muscogee County, Georgia (although, for the convenience of the Merchant or Guarantor (as applicable), any party or its counsel may participate telephonically); and (ii) the arbitrator(s) will oversee limited discovery, taking into account the amount in controversy and the parties' desire to keep proceedings cost-effective and efficient. Any decision rendered in any arbitration proceeding shall be final and binding on each of the parties to the arbitration and judgment may be entered thereon in any court of competent jurisdiction. The parties will maintain the confidential nature of the arbitration proceeding except as may be necessary to enforce any award or to comply with applicable law. If the total damage claims in an arbitration are $10,000 or less, not including Merchant's attorney fees ("Small Arbitration Claim"), the arbitrator may, if the MERCHANT, prevails, award the Merchant reasonable attorney fees, expert fees and costs (separate from Arbitration Costs as defined below), but may not grant Processor its attorney fees, expert fees or costs (separate from Arbitration Costs) unless the arbitrator determines that the Merchant's claim was frivolous or brought in bad faith. In a Small Arbitration Claim case, ISO will pay all arbitration filing, administrative and arbitrator costs (together, "Arbitration Costs"). The Merchant must submit any request for payment of Arbitration Costs to JAMS at the same time the Merchant submits its Demand for Arbitration. However, if the Merchant wants Processor to advance the Arbitration Costs for a Small Arbitration Claim before filing, Processor will do so at the Merchant's written request which must be sent to Processor at the address in Section 18 above. If the Merchant's total damage claims in an arbitration exceed $10,000, not including the Merchant's attorney fees ("Large Arbitration Claim"), the arbitrator may award the prevailing party its reasonable attorneys' fees and costs, or it may apportion attorneys' fees and costs between the Merchant and Processor (such fees and costs being separate from Arbitration Costs). In a Large Arbitration Claim case, if the Merchant is able to demonstrate that the Arbitration Costs will be prohibitive as compared to the costs of litigation, ISO will pay as much of the Arbitration Costs as the arbitrator deems necessary to prevent the arbitration from being cost -prohibitive. Merchant hereby agrees that claims applicable to American Express may be resolved through arbitration as further described in the American Express Merchant Requirements Guide (the "American Express Guide"). A court, not the arbitrator, will decide any questions regarding the validity, scope and/or enforceability of this Section 20.3 Class Action Waiver. NOTE: PLEASE READ THIS SECTION CAREFULLY AS IT AFFECTS YOUR RIGHTS AND THE RESOLUTION OF DISPUTES MERCHANT AND GUARANTOR (IF APPLICABLE) ACKNOWLEDGE AND AGREE THAT ALL DISPUTES ARISING OUT OF OR RELATED TO THIS MERCHANT AGREEMENT SHALL BE RESOLVED ON AN INDIVIDUAL BASIS WITHOUT RESORT TO ANY FORM OF CLASS ACTION AND SHALL NOT BE CONSOLIDATED WITH THE CLAIMS OF ANY OTHER PARTIES. 21. FINAL AGREEMENT. This Merchant Agreement and all applicable Addenda attached hereto, is the complete anA final a Ereemrnt hefiuern Mernhant' Prnneecnr n-i Member Rank for the Card Program sg0" cetU hy& Merchant Agreement and supersedes all prior or contemporaneous negotiations, stipulations or agreements between them with respect thereto. hi the event of any conflict or inconsistency between this Merchant Agreement and any other agreement between Processor or any of its affiliates and Member Bank or any of its affiliates (but not Merchant), such other agreement shall control with respect to such conflict or inconsistency. If any provision of this Merchant Agreement is invalid or unenforceable, the other provisions remain effective. 22. SEVERABILITY. If any term or provision of this Merchant Agreement is found to be invalid, illegal or otherwise unenforceable, the same shall not affect the other terms or provisions hereof or the whole of this Merchant Agreement, but such terms or provisions shall be deemed modified to the extent necessary to render such term or provision enforceable, and the rights and obligations of the parties shall be construed and enforced accordingly, preserving to the fullest permissible extent the intent and agreements of the parties herein set forth. No part or portion of 20.2 (Arbitration) or Section 20.3 (Class Action Waiver) shall be deemed so integral to either this Agreement as a whole, or to the remaining parts or portions of Sections 20.2 or 20.3 hereof, that the unenforceability of that part or portion should have any impact on or render the remainder unenforceable. 23. CONTINUING GUARANTY. 23.1 As a primary inducement to Processor to enter into the Merchant Agreement, and to approve the Merchant Application of Merchant, the Guarantor(s), individually and severally, who signed on the Guarantor signature line(s) on the Merchant Application, agree to be bound by all terms and provisions of the Merchant Agreement to the same extent and in the same manner as Merchant, and unconditionally and irrevocably, personally guarantee the continuing full and faithful performance and payment by Merchant of each and all of Merchant's duties and obligations to Processor and Member Bank under the Merchant Agreement or any other agreement currently in effect or in the future entered into between Merchant or its principals and Processor or Member Bank, as such agreements now exist or are amended from time to time, with or without notice to Guarantor(s). 23.2 Merchant and Guarantor(s) further agree to be bound by the terms and provisions of any Merchant Agreement between Processor or Member Bank and any Merchant Affiliate, regardless of whether such agreement currently exists or is executed, amended or supplement at some future date. Merchant and Guarantor(s) unconditionally and irrevocably guarantee the full payment and performance of each and all duties and obligations owed to Processor or Member Bank by Merchant Affiliate pursuant to any Merchant Agreement. The provisions of Section 23.3 apply to the guarantee by Merchant and Guarantor(s) of the Merchant Affiliate's obligations to Processor or Member Bank under any Merchant Card Processing Agreement. 23.3 Guarantor(s) understands that Processor, without notice to Guarantor(s), may from time to time renew or extend the Merchant Agreement, modify rates, limits, charges and fees, or modify the amount or type of services provided to Merchant all of which may increase the Guarantor's obligations under this Guaranty. Guarantor(s) further understands that Processor may proceed directly against Guarantor(s) without first exhausting Processor's remedies against Merchant, any other person or entity responsible to Processor or any security held by Processor. This Guaranty is a continuing guaranty and will not be discharged or affected by the release or discharge of Merchant or the death of the Guarantor(s). This Guaranty will bind all heirs, administrators, and representatives of the Guarantor(s) and may be enforced by or for the benefit of any successor of Processor. To the fullest extent permissible under applicable law, Guarantor(s) waives any and all rights of subrogation, reimbursement or indemnity derived from Merchant, all other rights and defenses available to Merchant, and all other rights and defenses available to Guarantor(s). This Guaranty may not be otherwise revoked, suspended, withdrawn or terminated without the express written consent of Processor. 24. AUTHORIZED USERS. To the extent Merchant is granted electronic access to any systems or portals of Processor, Merchant shall be responsible for (i) ensuring that only authorized users of such systems or portals access the same; (ii) keeping all logins, user names, and passwords confidential; and (iii) promptly notifying Processor of any unauthorized access of such logins, user names, or passwords; and (iv) all actions taken by anyone using such access, logins, user names, or passwords, even if such actions were not authorized by Merchant. 25. TAXES. Merchant shall be solely responsible for the calculation, collection, and remittance of any sales tax imposed by any government authority in connection with the provision of Merchant's goods or services. Unless Merchant is otherwise exempt (and can prove such exemption to Processor's satisfaction), Merchant agrees to pay all taxes imposed on the services, equipment, or other property provided to Merchant pursuant to this Agreement. 26. RELATIONSHIP OF THE PARTIES. Merchant designates Processor as its agent to receive payments for transactions processed pursuant to this Card Services Agreement. Processor, however, shall not be considered a partner or fiduciary to Merchant, and nothing in this Merchant Agreement or the rendition of services related to this Merchant Agreement shall be deemed to create a joint venture, partnership, or fiduciary relationship between or among the parties. Rather, the relationships between Member Bank and Merchant, and between Processor and Merchant, are arm's length commercial relationships. 27. PRODUCTS AND SERVICES. Important Note: Merchant acknowledges and agrees that Member Bank and its affiliates aygo obAtion or liability w atsoever or: QjjfdflLt&nd Services described Page 8 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 herein, (2) any actions or omissions of Processor with respect to these Products and Services, or (3) any claims or disputes arising out of the foregoing. 27.1 If Merchant elects to receive any of the ancillary Products and Services listed on the Merchant Application (including but not limited to the Guardian Suite (and its related products), Payment Acceptance Applications (WebPASS, Multi -PASS, and/or Hosted Payments), and TransLink Insights either in various packages or on a product by product basis, Merchant agrees to the following terms applicable to the relevant software licenses (collectively, the "Licensed Software"). Use of the Licensed Software is limited to Merchant's internal business purposes. Title to and ownership of the Licensed Software remains with Processor and its suppliers. Merchant may not (a) alter or modify the Licensed Software, (b) reverse engineer, decompile, disassemble, or in any way attempt to derive the source code for the Licensed Software, or (c) transfer the Licensed Software to any third party or make the Licensed Software available to any third party as part of any time-sharing or service bureau arrangement. Merchant will not export or re-export the Licensed Software without the appropriate United States or foreign government licenses. All express and implied warranties regarding the Licensed Software by Processor and its suppliers to Merchant are disclaimed. For U.S. Government End Users: The Licensed Software is a "commercial item," as that term is defined at 48 C.F.R. 2.101 (OCT 1995), and more specifically is "commercial computer software" and "commercial computer software documentation," as such terms are used in 48 C.F.R. 12.212 (SEPT 1995). Consistent with 48 C.F.R. 12.212 and 48 C.F.R. 227.7202-1 through 227.7202-4 (.TUNE 1995), the Licensed Software is provided to U.S. Government end users (a) only as a commercial end item, and (b) with only those rights as are granted to all other end users pursuant to the terms and conditions herein. The Licensed Software is only offered on terminals capable of supporting it. 27.2 VITAL POS. Subject to the terms and conditions of this Agreement and the Terms of Use and Privacy Policy located within the Vital POS Software and associated portals and web pages (the "Platform"), including without limitation payment of the fees as set forth in this Agreement, Processor hereby grants to Merchant a limited, revocable, non- exclusive, non -transferable, non-sublicensable license to utilize (and allow for the utilization by designated employees and agents) the Vital POS Platform only on an as -is basis, for the sole and exclusive purpose of internally operating the products in the normal course of Merchant's business, and as expressly stipulated under this Agreement (the "Platform License"). Merchant acknowledges and agrees that the Platform provided under this Agreement and all intellectual property provided, embodied, or used in association therewith, including without limitation all trademarks, service marks, logos, software, designs, templates, encryption algorithms, copyrights, and other proprietary rights, and any documentation related to any of the foregoing (collectively, "Intellectual Property Rights"), are and shall remain solely and exclusively owned by Processor (or other third party owner as the case may be). Merchant shall have no right to market, distribute, sell, assign, pledge, sublicense, lease, deliver, or otherwise transfer the Platform or any component thereof, to any third party. Merchant shall not, and shall not permit any third party to, use the Platform directly or indirectly to provide a time-sharing or subscription service to any third party or to function as a service bureau or application service provider. Merchant shall not reverse engineer, decompile, disassemble, translate, modify, alter, create any derivative works based upon, or otherwise change the Platform or any part thereof, or determine or attempt to determine any source code, algorithms, methods or techniques embodied in the Software included in the Services, or any Application Programming Interfaces "API(s)" or any part thereof, or access or use the Platform or the APIs in any way except via access provided through use in accordance with the Processor documentation and the terms of the Agreement. Merchant shall comply with the Terms of Use and Privacy Policy (as updated from time to time), all security and operational requirements, policies, and procedures relating to the Platform as specified in the documentation related thereto and as may be otherwise communicated or provided by Processor. Merchant shall use the Platform solely in the conduct of its business and in compliance with all laws, rules, and regulations of every governmental authority or card association having jurisdiction over Merchant or any of the foregoing. 28. GLOBAL PAYMENTS EQUIPMENT AGREEMENT. Important Note: Merchant agrees Member Bank is not a party to the GLOBAL PAYMENTS Equipment Agreement and has no responsibility under it. Merchant acknowledges and agrees that Member Bank and its affiliates have no obligation or liability whatsoever for: (1) products or services provided under the GLOBAL PAYMENTS Equipment Agreement, or (2) any actions or omissions of TSYS Merchant Solutions, LLC dba Global Payments ("GLOBAL PAYMENTS') with respect to the GLOBAL PA YMENTS Equipment Agreement. Merchant agrees that any claims or disputes arising out of the foregoing will be resolved without involving Member Bank and that Member Bank is entitled to rely on Merchant's agreements in this Section 24. THIS GLOBAL PAYMENTS Equipment Agreement ("EQUIPMENT AGREEMENT"), by and between GLOBAL PAYMENTS, and "Merchant," the name of which is set forth in the Agreement, as defined herein, shall become effective as of the date Merchant Application ("Effective Date"). WHEREAS, GLOBAL PAYMENTS and Merchant shall hereinafter be referred to as the "Parties"; and WHEREAS Merchant desires to purchase or rent equipment from GLOBAL PAYMENTS in order to accept and process specified credit card transactions. NOW THEREFORE, in consideration of the mutual promises made herein, and other valuable consideration, receipt and sufficiency of which are hereby acknowledged, the Parties do hereby agree as follows: 28.1 GLOBAL PAYMENTS agrees to sell or rent to Merchant and Merchant agrees to buy or rent from GLOBAL PAYMENTS the equipment described in the Merchant Application or as aime via TVtemhant'c re meet thrnngh Prnresenr`c customer service centeCiti CeWr ffENTS owns all right, title and interest in all EQUIPMENT rented or sold to MERCHANT hereunder, provided that such right, title and interest will transfer to MERCHANT in the event MERCHANT purchases the EQUIPMENT. The individual sales representative selling or renting the EQUIPMENT to MERCHANT is an employee of GLOBAL PAYMENTS. Merchant's payment for equipment or delivery of the equipment to Merchant will constitute Merchant's acceptance of the applicable following terms and conditions. Payment for equipment and any related fees shall be due and payable on the Effective Date of this EQUIPMENT AGREEMENT if purchasing equipment, monthly if renting, or upon an otherwise agreed upon date or payment schedule. Merchant agrees to pay the fee(s) set out in the Agreement and as added from time to time. Merchant is responsible for all sales, use, excise and other taxes, including penalties and interest, that may result from this transaction. The fees set forth in the Merchant Application related to this EQUIPMENT AGREEMENT are exclusive of any and all applicable tares or assessments, whether designated as sales taxes, use taxes, ad valorem taxes, GST/HST taxes, VAT taxes or by some other name or designation, and including any interest or penalties thereon, which may be levied or assessed by any governmental or taxing jurisdiction in connection with the performance of services or provision of materials to Merchant by GLOBAL PAYMENTS. In the event of the payment of or for any such tax, assessment or expense by GLOBAL PAYMENTS, Merchant shall in turn pay GLOBAL PAYMENTS for such items. Merchant hereby authorizes GLOBAL PAYMENTS to debit payment from the Merchant's designated account established under the Agreement for items ordered herein if payment does not accompany order. 28.2 Upon payment by Merchant to GLOBAL PAYMENTS of the entire purchase amount required herein, GLOBAL PAYMENTS shall sell, transfer and assign the purchased equipment to Merchant for Merchant's use and benefit. All risks or expenses of loss, damage, or repair to the equipment shall be borne by Merchant upon such transfer of title. 28.3 If Merchant is renting equipment, Merchant agrees to pay Processor a monthly rental fee ("Rental Fee") for the equipment until such time said equipment is returned to GLOBAL PAYMENTS, which will be debited monthly from the Merchant's Settlement Account established under the Agreement or billed separately to merchant if the Merchant's Settlement Account no longer exists. MERCHANT may return the EQUIPMENT to GLOBAL PAYMENTS at any time during the AGREEMENT, at which time MERCHANT will no longer be responsible for future payments of the RENTAL FEE. If Merchant is purchasing the equipment via multiple payments and terminates the EQUIPMENT AGREEMENT prior to completing the monthly purchase payments, then Merchant agrees to immediately pay the remainder of the purchase price or, if Merchant returns the equipment under the conditions specified herein, Merchant agrees to pay GLOBAL PAYMENTS's then current RENTAL FEE for the length of time Merchant had the use of the equipment. 28.4 Merchant agrees to pay the Rental Fee on a per month basis as rental for the EQUIPMENT. GLOBAL PAYMENTS may amend the Rental Fee on thirty (30) days written notice to Merchant. Submission by Merchant of a Transaction after such notice period shall be evidence that Merchant has received the amended Rental Fee and has agreed to such amended Rental Fee. Merchant is supplied with monthly reports by Processor regarding the equipment. It is Merchant's sole responsibility to report any error or discrepancies detected by Merchant in writing to GLOBAL PAYMENTS within ninety (90) days following the end of the monthly reporting period. After such period, Merchant will be deemed to have accepted the monthly reports as delivered. 28.5 The Parties agree to each of the terms and conditions set forth herein and acknowledge that such provisions are binding upon each of them, their successors, heirs and assigns. 28.6 Merchant understands that a telephone jack and other equipment may be required for its phone system to be compatible with equipment at Merchant's expense. 28.7 Upon expiration or termination of the EQUIPMENT AGREEMENT, Merchant agrees to remove the rental equipment from its locations and deliver it to GLOBAL PAYMENTS at Merchant's cost in the same condition as when the rental equipment was installed, normal wear and tear excepted. The Parties agree that the rental equipment is and will remain personal property of GLOBAL PAYMENTS. 28.8 Merchant hereby assumes the entire risk of loss, damage or destruction of the equipment from any cause whatsoever, until the delivery of the rental equipment to GLOBAL PAYMENTS. If the rental equipment is damaged, lost, or not returned to GLOBAL PAYMENTS, Merchant shall, at the option of GLOBAL PAYMENTS, repair the rental equipment at Merchant's expense or pay GLOBAL PAYMENTS the current replacement cost of the rental equipment. 28.9 Merchant hereby grants to GLOBAL PAYMENTS the right, during normal business hours, to enter any location under Merchant's control for the purpose of inspecting, repairing, or replacing rental equipment. 28.10Merchant shall and does hereby agree to indemnify and hold GLOBAL PAYMENTS, its agents, employees, successors and assigns harmless from any and all liability, damages or loss (including attorney fees and costs) arising out of the ownership, selection, possession, leasing or renting, operation (regardless of where, how and by whom operated), control, use, condition (including, but not limited to, latent and other defects, whether or not discoverable by GLOBAL PAYMENTS) maintenance, delivery and return of the equipment. This indemnification and the obligations contained herein shall survive termination or expiration of EQUIPMENT AGREEMENT. 28.11 Merchant shall keep rental equipment insured against all risks for not less than replacement costs of rental equipment, naming GLOBAL PAYMENTS as an additional insured as its interest may appear. 28.12If this EQUIPMENT AGREEMENT is terminated, GLOBAL PAYMENTS shall have the right to enter Merchant's locations for the purpose of recovering rental equipment. 28.13 Neither Merchant nor any third party is authorized to make any alterations, repairs or changes including programming changes to rental equipment. Any personal property attached to rental equipment shall become part of the equipment. GLOBAL PAYMENTS of the EQUIPMENT 15 - 26 12/6/2022 Page 9 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 AGREEMENT. Merchant shall not allow any other person or entity to maintain or tamper with rental equipment without the express written consent of GLOBAL PAYMENTS. 28.14Merchant's rights and remedies hereunder are exclusive and in lieu of all other rights and remedies. GLOBAL PAYMENTS shall not otherwise be liable for any error, omission, delay, loss of data or records or disclosure of confidential information which may occur as a result of, or in any way be connected with, any use of equipment or services provided by GLOBAL PAYMENTS pursuant to this or any other agreement. IN ANY EVENT, GLOBAL PAYMENTS'S LIABILITY TO MERCHANT, WHETHER ARISING IN CONTRACT, TORT (INCLUDING, WITHOUT LIMITATION, NEGLIGENCE AND STRICT LIABILITY) OR OTHERWISE, SHALL NOT EXCEED THE LESSER OF THE DIRECT LOSS TO MERCHANT OR AN AMOUNT EQUAL TO THE AGGREGATE OF MONTHLY RENTAL FEES PAID TO GLOBAL PAYMENTS BY MERCHANT IN THE SIX-MONTH PERIOD PRIOR TO THE INCIDENT GIVING RISE TO LIABILITY. IN NO EVENT SHALL GLOBAL PAYMENTS BE LIABLE FOR SPECIAL, INCIDENTAL, INDIRECT, CONSEQUENTIAL OR EXEMPLARY DAMAGES OR FOR ANY INTERRUPTION OR LOSS OF USE, DATA, BUSINESS OR PROFITS, WHETHER OR NOT SUCH LOSSES OR DAMAGES WERE FORESEEABLE OR GLOBAL PAYMENTS WAS ADVISED OF THE POSSIBILITY THEREOF AND REGARDLESS OF WHETHER ANY LIMITED REMEDY HEREIN FAILS OF ITS ESSENTIAL PURPOSE. GLOBAL PAYMENTS is not responsible for any loss or damages whatsoever sustained by Merchant arising as a result of any acts of God, strikes, flood, weather, shortages of parts or supplies or other events beyond its reasonable control. 28.15 GLOBAL PAYMENTS, NOT BEING THE MANUFACTURER OF THE EQUIPMENT, MAKES NO EXPRESS OR IMPLIED WARRANTY OF ANY KIND WHATSOEVER WITH RESPECT TO THE EQUIPMENT INCLUDING BUT NOT LIMITED TO: THE MERCHANTABILITY OF THE EQUIPMENT OR ITS FITNESS FOR ANY PARTICULAR PURPOSE; THE DESIGN OR CONDITION OF THE EQUIPMENT; THE QUALITY OR CAPACITY OF THE EQUIPMENT; THE WORKMANSHIP OF THE EQUIPMENT; COMPLIANCE OF THE EQUIPMENT WITH REQUIREMENTS OF ANY LAW, RULE, SPECIFICATION OF CONTRACT PERTAINING THERETO; THE ABSENCE OF ANY INFRINGEMENT OF ANY PATENT, TRADEMARK OR COPYRIGHT; THE ABSENCE OF LATENT OR OTHER DEFECTS, WHETHER OR NOT DISCOVERABLE; THE ABSENCE OF ANY OBLIGATION BASED ON STRICT LIABILITY IN TORT. UPON SALE OF THE EQUIPMENT TO MERCHANT, GLOBAL PAYMENTS HEREBY ASSIGNS, TO THE EXTENT POSSIBLE, ALL WARRANTIES AND RIGHTS OF GLOBAL PAYMENTS WITH RESPECT TO THE EQUIPMENT PROVIDED BY THE MANUFACTURER OF THE EQUIPMENT. GLOBAL PAYMENTS DOES NOT MAKE ANY EXPRESS OR IMPLIED REPRESENTATIONS OR WARRANTIES OF ANY KIND WITH RESPECT TO THE MANUFACTURER'S WARRANTY. 28.16 Except as expressly provided herein, Merchant may not assign its rights or delegate its responsibilities regarding rental equipment under this EQUIPMENT AGREEMENT without the prior written consent of GLOBAL PAYMENTS, which will not be unreasonably withheld. 28.17 The Parties acknowledge and agree that this EQUIPMENT AGREEMENT was, and shall be deemed to have been, made and delivered in Muscogee County, Georgia The laws of the State of Georgia, without giving effect to its conflicts of law principles, shall govern all matters (whether in contract, statute, tort or however characterized) arising out of or relating to this EQUIPMENT AGREEMENT, including, without limitation, the validity, interpretation, construction, performance and enforcement of the EQUIPMENT AGREEMENT. The Parties agree that, in the event of any dispute regarding, arising out of or relating to this EQUIPMENT AGREEMENT, the courts of the State of Georgia shall have and be vested with personal jurisdiction over the Parties. The Parties further agree that any and all actions, claims, suits or proceedings arising out of or relating (directly or indirectly) to this EQUIPMENT AGREEMENT shall be filed and litigated only in courts located in Muscogee County, Georgia , and such courts shall have exclusive jurisdiction over any action, claims, suit or proceeding arising out of or relating (directly or indirectly) to this EQUIPMENT AGREEMENT. If Merchant brings legal action against GLOBAL PAYMENTS for any reason, Merchant shall commence the action within one (1) year ofthe date the error or the incident giving rise to such action occurred. 28.18No delay or failure by either Party to exercise any right under EQUIPMENT AGREEMENT, and no partial or single exercise of that right, shall constitute a waiver of fact or any other right, unless expressly provided herein. 28.19 Neither Party shall be responsible for the costs incurred by the other for negotiating or implementing this EQUIPMENT AGREEMENT and Merchant shall be responsible for installation of the equipment. 28.20The obligations of all Parties hereto incurred prior to the effective date of termination of EQUIPMENT AGREEMENT shall survive such termination. 28.21 In the event that any portion of EQUIPMENT AGREEMENT shall be held invalid or unenforceable for any reason, it is agreed that any invalidity or unenforceability shall not affect the remainder of the same and the remaining provisions shall remain in full force and effect, and any court of competent jurisdiction may so modify any objectionable provision of the same so as to render it valid, reasonable and enforceable. 28.22 This EQUIPMENT AGREEMENT may only be amended or modified by a subsequent written agreement by and between the Parties hereto. 28.23 Merchant hereby represents that the entering into of this EQUIPMENT AGREEMENT has been duly authorized by Merchant and that this EQUIPMENT AGREEMENT constitutes a legal, valid and binding obligation of Merchant, and is enforceable against Merchant in accordance with its terms. 28.24This EQUIPMENT AGREEMENT constitutes the entire understandings of the Parties as to the subject matter contained herein and supersedes all prior contracts, agreements and negoti City Council 15 — 27 12/6/2022 Page 10 of 10 UNIVMERAGMT v22.0421 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 EXHIBIT B CLIENT SATISFACTION OFFER City Council 15 — 28 12/6/2022 DocuSign Envelope ID: 85A15EAD-F9AE-4B80-8EE6-FBACB34C4780 CLIENT SATISFACTION OFFER (RETENTION DEPARTMENT) Merchant Name or DBA Name: City of Santa Ana Merchant ID(s): 41399800818517, 41399800818822, 41399800818830, 41399800822550 Date: 8/29/2022 TSYS Merchant Solutions, LLC DBA Global Payments ("Global Payments"), values its merchant clients and strives to create mutually beneficial, long-term relationships with them. To that end, Global Payments offers you, the Merchant, the following terms. Accepting this offer will modify your Application for Merchant Card Processing ("Application") and Merchant Card Processing Agreement (the Application and the Card Processing Agreement are collectively referred to as the "Agreement") with Global Payments as follows: Pricing Interchange Pass Thru (0.00% + 0.00 P/I) Authorization Fees: Visa / MC .25, Discover .30, Amex .21 Monthly Service Fee: $5.00 Annual Location Fee for MC: $15.00 Fixed Acquirer Network Fee (FANF): $2.90 Contract Term The term of the Agreement will continue for from the last date of execution below (the "Effective Date"). This time period will be referred to as the "Extended Term". At the expiration of the Extended Term, the Agreement will automatically renew for successive one-year periods (each a "Renewal Term", and collectively with the Initial Term and the Extended Term, the "Term") unless a party provides the other party with notice of its intent not to renew the Agreement at least 60 days prior to the expiration of the then current term. Termination of the Agreement prior to the expiration of the Extended Term shall result in the assessment of an account closure fee for each terminating MID to be paid by Merchant as follows: (a) $250 if less than twelve months remaining from the date of termination to the end of the then current Term; or (b) $500 if more than twelve months remaining, or such portion of the foregoing as may be permitted by applicable law. All other terms and conditions of the Agreement remain unchanged. This Client Satisfaction Offer and the details contained herein are confidential and may not be disclosed, displayed, or otherwise transmitted to any third party except to attorneys, accountants or other professional advisers as may be necessary to effect the purposes of this letter between the parties. Sincerely, TSYS Merchant Solutions, LLC DBA Global Payments DOCUSigned by: By: I v:d L. G�- B858729A465E467... Name: David L. Green Reviewed and Accepted by Merchant: Name: Title: Secretary Title: Date: 11/4/2022 Date: City Council 15 — 29 12/6/2022 Client Offer - T S v1.2021Page 1 of 1CONFIDENTIAL City of Santa Ana - TSYS Renewal Agreement w.MCPA and Client Satisfaction Offer - (Vendor Signed)(240597.1) Final Audit Report Created: 2022-11-14 By: Kristin Andrade (kandrade@santa-ana.org) Status: Signed Transaction ID: CBJCHBCAABAAEdgOxQYGZAc7uDErv5XNS6S7nwoSloAl 2022-11-14 "City of Santa Ana - TSYS Renewal Agreement w.MCPA and Cli ent Satisfaction Offer - (Vendor Signed)(240597.1)" History Document created by Kristin Andrade (kandrade@santa-ana.org) 2022-11-14 - 7:50:57 PM GMT- IP address: 98.153.69.210 Document emailed to Kathryn Downs (kdowns@santa-ana.org) for signature 2022-11-14 - 7:51:37 PM GMT �s Email viewed by Kathryn Downs (kdowns@santa-ana.org) 2022-11-14 - 8:16:55 PM GMT- IP address: 104.28.85.128 5 Document e-signed by Kathryn Downs (kdowns@santa-ana.org) Signature Date: 2022-11-14 - 8:17:25 PM GMT - Time Source: server- IP address: 174.193.131.215 Agreement completed. 2022-11-14 - 8:17:25 PM GMT a AdobQW&ffi%�ign 15 - 30 12/6/2022 Community Development Agency www.santa-ana.org/cda Item # 16 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Authorize a Purchase Agreement in the Amount of $765,000 for Full Real Property Acquisition for the 10th and Flower Park Project (Property Owner: Garnsey Corp) AGENDA TITLE Approve Purchase Agreement with Property Owner Garnsey Corp, for the Full Property Acquisition for the Real Property Located at 841 N Garnsey Street (APN 005-142-03) (Revive Santa Ana Program) RECOMMENDED ACTION Authorize the City Manager to execute a purchase agreement with property owner Garnsey Corp, for the full property acquisition for the real property located at 841 N Garnsey Street also identified as APN 005-142-03 (Property) in the amount of $765,000, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION In August 2022, the City Council approved American Rescue Plan Act (ARPA) Funding for the acquisition and expansion of parks and open space in the City of Santa Ana (City). The City also adopted a Parks Master Plan, in May 2022 that provides goals to develop parkland within a 10-minute walk for all residents, and three acres of parkland per 1,000 residents citywide. The acquisition of this property will assist in expanding the future 101h and Flower Park project boundaries to create a recreational amenity in a "park gap" area, serve four (4) adjacent neighborhoods and create this new park that was identified in the Parks Master Plan. The property is located in a qualified census tract and is necessary to expand the boundaries of the 10th and Flower Park, which was planned as a smaller 0.65-acre neighborhood park. The property was listed for sale by the property owner, and the City was able to quickly begin negotiating with the property owner. The recommended property acquisition (Exhibit 1) and the mutually agreed upon purchase offer was determined based upon a broker opinion of value prepared by the City's right-of-way consultant (Exhibit 2). The property has two (2) families that will require relocation and a month -to -month lease agreement between the City and the tenants. The City Council will consider the lease agreement, relocation package and plan for relocation at a future City Council meeting. City Council 16 — 1 12/6/2022 Real Property Purchase Agreement — 10t" and Flower Park Project December 6, 2022 Page 2 FISCAL IMPACT Funds in the amount of $765,000 are budgeted and available in the ARPA account (no. 18117013-66100; Project# 22-1342) for property acquisition expenditures in FY 2022- 23. EXHIBIT(S) 1. Location Map 2. Purchase and Sale Agreement Submitted By: Mike Garcia, Executive Director — Community Development Agency Approved By: Kristine Ridge, City Manager City Council 16 — 2 12/6/2022 EXHIBIT 1 LOCATION MAP Original Proposed Boundary of —Approx. 0.65 acres New Proposed Boundary —Approx. 0.88 acres City Council 16 — 3 12/6/2022 PURCHASE AND SALE AGREEMENT FOR ACQUISITION OF REAL PROPERTY AND BILATERAL ESCROW INSTRUCTIONS THIS AGREEMENT (hereinafter "PSA"), entered into on , 2022, between the CITY OF SANTA ANA, a charter city and municipal corporation duly organized under the Constitution and laws of the State of California (hereinafter "City" or "Buyer"), and, Garnsey Corp., a Delaware Corporation ("Seller"), regardless of number or gender; THEREFORE, for and in consideration of their mutual promises, covenants and agreements, and subject to the terms, conditions and provisions of this PSA, Seller agrees to sell to City, and City agrees to purchase from Seller, that certain real property (hereinafter "Said Real Property") legally described as follows: SEE EXHIBIT "A" — Legal Description ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF (Commonly known as 841 North Garnsey Street, Santa Ana, CA 92701) (APN: 005-142-03) Said purchase and sale of Said Real Property shall be in accordance with and subject to all of the following terms, conditions, promises, covenants, agreements and provisions, to wit: 1. Conveyance by Seller. Seller agrees to convey said real property to City, by Grant Deed, at the office of Ticor Title, Johna L. Cannon - Title Officer, 1500 Quail Street, 3rd Floor, Newport Beach, California, johna@ticortitle.com, within sixty (60) days from and after the date on which the City has approved this Agreement. 2. Title to be Conveyed. Seller agrees that, except as may hereinafter be otherwise expressly provided, said real property shall be conveyed by Seller to City, as aforesaid, free and clear of any and all conditions, restrictions, reservations, exceptions, easements, assessments, profits, limitations, encumbrances (whether monetary or non -monetary, general or specific, including any and all leasehold interests), liens, clouds or defects in title except those exceptions shown in Paragraph 15 below. Seller hereby warrants that the title to said real property to be conveyed by Seller to City shall be free and clear as provided above. Seller further agrees that acceptance by City of any deed to said real property, with or without knowledge of any condition, restriction, reservation, exception, easement, assessment, profit, limitation, encumbrance (whether monetary or non -monetary, general or specific, and including any and all leasehold interests), lien, cloud or defect in title, shall not constitute a waiver by City of its right to the full and clear title hereinabove agreed to be conveyed by Seller to City, nor of any right which might accrue to City because of the failure of Seller to convey title as hereinabove provided. 3. Title Insurance. Seller agrees to deliver to City, concurrently with the conveyance of said real property to City, within the time and at the place hereinabove specified for said conveyance of said real property, a policy of title insurance to be issued by the above mentioned title company, with the City therein named as the insured, in the amount of $765,000 (Seven Hundred Sixty Five Thousand Dollars) insuring the title of the City to said real property is free and clear of any and all conditions, restrictions, reservations, exceptions, easements, assessments, profits, limitations, encumbrances (whether monetary or non - monetary, general or specific, and including any and all leasehold interests), liens, clouds or defects in title, excepting such specific ones as city may hereinafter expressly agree to take subject to. Acceptance by City of any such policy of insurance, whether such insurance complies with the requirements of this paragraph or not, shall not constitute a waiver by City of its right to such insurance as is herein required of Seller, nor a waiver by the City of any rights of action for damages or any other rights which may accrue to City by reason of the failure of Seller to convey title or to provide title insurance as required in this Agreement. City Council 16 — 4 12/6/2022 4. Escrow. City agrees to open an escrow at the office of Golden Coast Escrow, 130 Centennial Way, #D, Tustin, California, (the Escrow Agent) within five (5) days from and after the date on which the City has approved this Agreement. This Agreement constitutes the joint escrow instructions of the City and the Seller and a duplicate original of this Agreement shall be delivered to the Escrow Agent upon the opening of the escrow. Escrow to close within thirty (30) days of the City's execution of this Agreement. If escrow is not in a condition to close by the Close of Escrow, and failure to close is due to unforeseen conditions of title or interest of third parties in the Property that cannot be resolved in Escrow, then buyer may, at its option, request cancellation of escrow and this Agreement and return of any funds it has deposited into escrow. Thereupon, all obligations and liabilities of the Parties under this Agreement shall cease and terminate. If no such request is made, Escrow shall be closed as soon as possible thereafter. Buyer shall be entitled to possession of the Property immediately upon close of Escrow. The Escrow Agent hereby is empowered to act under this Agreement, and upon indicating its acceptance of this Section 4 and of the General Provisions described in Exhibit "B" attached hereto and incorporated herein by this reference, in writing, delivered to the City and to the Seller within five (5) days after delivery of this Agreement, shall carry out its duties as Escrow Agent hereunder. City agrees to bear and Escrow Agent is hereby authorized to charge to the City the cost of any transfer taxes, recording fees, cost of title insurance, re -conveyance fees, document preparation fees, escrow fees and any other closing costs incidental to the conveying of said real property to City. Penalties for prepayment of bona fide obligations secured by any existing deed of trust or mortgage shall be waived pursuant to Civil Code Procedures Section 1265.240. The liability to the Escrow Agent under this Agreement is limited to performance of the obligations imposed upon it under Section 4, Section 6, Section 8 and Exhibit "B" of the General Provisions of this Agreement. 5. Property Taxes. Such real property taxes, if any, on said real property for the fiscal year within which said real property is conveyed to City as are unpaid at the time of said conveyance shall be cleared and paid in accordance with the provisions of Section 4986 of the Revenue and Taxation Code of the State of California. Seller shall be eligible for a refund under Section 5096.7 of the Revenue and Taxation Code of the State of California for that portion of property taxes on said real property for said fiscal year which have been paid prior to the date the deed, as detailed in Exhibit "C" attached hereto and incorporated herein by this reference, conveying said real property to City is recorded which is allocable to that portion of the fiscal year which begins on the date the deed conveying said real property to City is recorded and made uncollectible if unpaid by reason of Section 5086 of the Revenue and Taxation Code of the State of California. To the extent that Seller has prepaid any taxes or assessments attributable to the Property; Seller shall be solely responsible for obtaining any refund due thereon from the taxing authority. Upon written request, Buyer shall assist Seller, at Seller's sole cost, in obtaining said refund, if any; however, in no case shall Buyer credit or otherwise pay Seller for that refund, if any, through or outside of Escrow. All unpaid taxes on said real property for any and all years prior to the fiscal year within which said conveyance is made shall be paid by Seller before conveyance of said real property to City. 6. Payment of Purchase Price. City agrees to pay to Seller and Seller agrees to accept from City, as and for the full purchase price for said real property, fixtures & equipment (improvements pertaining to the realty), goodwill (if any), and severance damages, the total sum of $765,000 (Seven Hundred Sixty -Five Thousand Dollars). City agrees to deposit said purchase price, which are funds available from the American Rescue Plan Act as detailed in Exhibit "D", in escrow with the Escrow Agent within THIRTY (30) days from and after the date on which the City has approved this Agreement, and the Escrow Agent is hereby authorized to pay the same to Seller upon and after: (a) Conveyance of said real property by Seller to City as hereinabove provided; (b) Acceptance by City of a Grant Deed conveying said real property to City; City Council 16 — 5 12/6/2022 (c) Delivery to City of the policy of title insurance as hereinabove provided; (d) Recordation of the Deed conveying said real property to City. 7. Possession. Seller agrees to deliver to City, on the date the Deed conveying said real property to City is recorded, quiet and peaceful possession of said real property, which shall be made free by Seller of all personal property. a. No later than fourteen (14) days after the close of escrow, Seller shall have removed all merchandise, inventory, equipment, personal property, and/or removable trade fixtures from the Property. Any merchandise, inventory, equipment, personal property, and/or removable trade fixtures at the Property as of fourteen (14) days after the close of escrow shall be deemed abandoned by Seller on that date. 8. Rental and Occupancy By Tenants. Seller acknowledges the presence of multiple tenants at the property. Seller agrees to execute a complete, current and correct statement of rentals (Seller Estoppel) on a form furnished to Seller by City and deliver same to City within fifteen (15) days hereof with copies of any written leases or rental agreements attached. All rents will be prorated as of the close of escrow on the basis of a 30-day month/360-day year consistent with that statement, subject to approval of City. Seller hereby agrees not to rent any units on the premises which are vacant as of the date that this agreement is executed by seller, or which may be vacated by present occupants prior to close of escrow. Seller agrees that any and all Tenant Security Deposits pertaining to the subject property collected by or in the possession of Seller prior to the close of escrow shall be transferred to and become the property of City during escrow. Seller hereby warrants that the rental statement referred to shall include the terms of all rental agreements, tenancies, and leases (written, unwritten, recorded, or unrecorded) and Seller agrees to hold City harmless from all liability from any such leases or agreements. Tenants on the property at the time this Agreement is approved shall be eligible for relocation advisory and financial assistance to the extent required by state and/or federal law. 9. Waivers. The waiver by City of any breach of any covenant or agreement herein contained on the part of the Seller shall not be deemed or held to be a waiver of any subsequent or other breach of said covenant or agreement nor a waiver of any breach of any other covenants or agreements contained herein. 10. Heirs, Assigns, Successors -in -Interest. This PSA, and all the terms, covenants and conditions hereof, shall apply to and bind the heirs, executors, administrators, successors and assigns of the respective Parties hereto. 11. Time is of the Essence. In all matters and things hereunder to be done and in all payments hereunder to be made, time is and shall be of the essence. 12. Just Compensation. Seller acknowledges and agrees that said purchase price is just compensation at fair market value for said real property and includes payment for fixtures & equipment (improvements pertaining to the realty), goodwill (if any), and severance damages. City Council 16 — 6 12/6/2022 13. Acknowledgment of Full Benefits and Release. A. By execution of this Agreement, Seller, on behalf of himself, his heirs, executors, administrators, successors and assigns, hereby acknowledges that this Agreement provides full payment for the acquisition of the Property by Buyer, and Seller hereby expressly and unconditionally waives any claim for compensation for injury to the remainder ("severance damages"); precondemnation damages; claims for inverse condemnation; loss of goodwill and/or lost profits; loss or impairment of any "bonus value" attributable to any lease; damage to or loss of improvements pertaining to the realty; damage to or loss of machinery, fixtures, inventory, equipment and/or personal property; any right to repurchase, leaseback from Seller, or receive any financial gain from, the sale of any portion of the Property, or challenge Buyer's adoption of a resolution of necessity, pursuant to Code of Civil Procedure sections 1245.245; any right to receive any notices pursuant to Code of Civil Procedure section 1245.245; any right to enforce any other obligation placed upon Seller pursuant to Code of Civil Procedure sections 1245.245, 1263.025 and 1263.615; any other rights conferred upon Defendants pursuant to Code of Civil Procedure sections 1245.245 and 1263.615 and 1263.025; and attorney's fees and costs. It being understood that this is a complete and full settlement of all acquisition claims, liabilities, or benefits of any type or nature whatsoever relating to or in connection with the acquisition of the Property by Buyer. This release shall survive the Close of Escrow. B. This Agreement arose out of Buyer's efforts to acquire the Property through its municipal authority. Seller, on behalf of himself, his heirs, executors, administrators, successors and assigns, hereby fully releases Buyer, its successors, agents, representatives (including attorneys), and assigns, and all other persons and associations, known or unknown, from all claims and causes of action by reason of any damage which has been sustained by Seller, or may be sustained by Seller, as a result of Buyer's efforts to acquire the Property or to construct the works of improvement thereon, or any preliminary steps thereto. This Agreement does not, and shall not be construed to, require Seller to indemnify Buyer for damages which may arise as a result of Buyer's efforts to construct improvements on the Property. This acknowledgment and release shall survive the Close of Escrow. 14. Notices. The mailing address of the City of Santa Ana is 20 Civic Center Plaza, M-25, P.O. Box 1988, in the City of Santa Ana 92701, County of Orange, State of California. The mailing address of the Seller is P.O. Box 1536, Tustin, CA 92781-1536. 15. Exceptions. City agrees to accept title to said real property subject to the following: NONE. 16. Entire Agreement. It is mutually agreed that the Parties hereto have herein set forth the whole of their Agreement. Performance of this PSA by City shall lay at rest, each, every, and all issue(s) that were raised or could have been raised in connection with the acquisition of Said Real Property by City. 17. Hazardous Waste. Neither Seller nor, to the best of Seller's knowledge, any previous owner, tenant, occupant, or user of the Property used, generated, released, discharged, stored, or disposed of any hazardous waste, toxic substances, or related materials ("Hazardous Materials") on, under, in, or about the Property, or transported any Hazardous Materials to or from the Property. Seller shall not cause or permit the presence, use, generation, release, discharge, storage, or disposal of any Hazardous Materials on, under, in, or about, or the transportation of any Hazardous Materials to or from, the Property. The term "Hazardous Material" shall mean any substance, material, or waste which is or becomes regulated by any local governmental authority, the State of California, or the United States Government, including, but not limited to, any material or substance which is: (i) defined as a "hazardous waste", "extremely hazardous waste", or "restricted hazardous waste" under Section 25115, 25117 or 25122.7, or listed pursuant to Section 25140 of the California Health and Safety Code, Division 20, Chapter 6.5 (Hazardous Waste Control Law), (ii) defined as "hazardous substance" under Section 25316 of the California Health and Safety Code, Division 20, Chapter 6.8 (Carpenter -Presley -Tanner Hazardous Substance Account Act), (iii) defined as a "hazardous City Council 16 — 7 12/6/2022 material", "hazardous substance", or "hazardous waste" under Section 25501 of the California Health and Safety Code, Division 20, Chapter 6.95 (Hazardous Materials Release Response Plans and Inventory), (iv) defined as a "hazardous substance" under Section 25281 of the California Health and Safety Code, Division 20, Chapter 6.7 (Underground Storage of Hazardous Substances), (v) petroleum, (vi) asbestos, (vii) polychlorinated biphenyls, (viii) listed under Article 9 or defined as "hazardous" or "extremely hazardous" pursuant to Article 11 of Title 22 of the California Administrative Code, Division 4, Chapter 20, (ix) designated as a "hazardous substances" pursuant to Section 311 of the Clean Water Act, (33 U.S.C. S1317), (x) defined as a "hazardous waste" pursuant to Section 1004 of the Resource Conservation and Recovery Act, 42 U.S.C. Section 6901 et seq. or (xi) defined as a "hazardous substances" pursuant to Section 101 of the Comprehensive Environmental Response, Compensation, as amended by Liability Act, 42. U.S.C. Section 9601 et seg. . 18. Compliance With Environmental Laws. To the best of Seller's knowledge the Property complies with all applicable laws and governmental regulations including, without limitation, all applicable federal, state, and local laws pertaining to air and water quality, hazardous waste, waste disposal, and other environmental matters, including, but not limited to, the Clean Water, Clean Air, Federal Water Pollution Control, Solid Waste Disposal, Resource Conservation Recovery and Comprehensive Environmental Response Compensation and Liability Acts, and the California Environment Quality Act, and the rules, regulations, and ordinances of the city within which the subject property is located, the California Department of Health Services, the Regional Water Quality Control Board, the State Water Resources Control Board, the Environmental Protection Agency, and all applicable federal, state, and local agencies and bureaus. 19. Indemnity. Seller agrees to indemnify, defend and hold the City harmless from and against any claim, action, suit, proceeding, loss, cost, damage, liability, deficiency, fine, penalty, punitive damage, or expense (including, without limitation, attorneys' fees), resulting from, arising out of, or based upon (i) the presence, release, use, generation, discharge, storage, or disposal of any Hazardous Material on, under, in or about, or the transportation of any such materials to or from, the Property, or (ii) the violation, or alleged violation, of any statute, ordinance, order, rule, regulation, permit, judgment, or license relating to the use, generation, release, discharge, storage, disposal, or transportation of Hazardous Materials on, under, in, or about, to or from, the Property. This indemnity shall include, without limitation, any damage, liability, fine, penalty, punitive damage, cost, or expense arising from or out of any claim, action, suit or proceeding for personal injury (including sickness, disease, or death, tangible or intangible property damage, compensation for lost wages, business income, profits or other economic loss, damage to the natural resource or the environment, nuisance, pollution, contamination, leak, spill, release, or other adverse effect on the environment). 20. Contingency. It is understood and agreed between the parties hereto that the completion of this transaction, and the escrow created hereby, is contingent upon the specific acceptance and approval of the City herein. The execution of these documents and the delivery of same to Escrow Agent constitute said acceptance and approval. 21. Modification and Amendment. This PSA may not be modified or amended except in writing signed by the Seller and City. 22. Partial Invalidity. Any provision of this PSA that is unenforceable or invalid or the conclusion of which would adversely affect the validity, legality, or enforcement of this PSA shall have no effect, but all the remaining provisions of this PSA shall remain in full force. 23. Captions. Captions and headings in this PSA, including the title of this PSA, are for convenience only and are not to be considered in construing this PSA. 24. Governing Law. This PSA shall be governed by and construed in accordance with the laws of the State of California. City Council 16 — 8 12/6/2022 25. No Reliance By One Party On The Other. Each party has received independent legal advice from its attorneys with respect to the advisability of executing this PSA and the meaning of the provisions hereof. The provisions of this PSA shall be construed as to their fair meaning, and not for or against any party based upon any attribution to such party as the source of the language in question. 26. No Third Party Beneficiary. This PSA is intended to benefit only the Parties hereto and no other person or entity has or shall acquire any rights hereunder. 27. Duty To Cooperate Further. Each party hereby agrees that it shall, upon request of the other, execute and deliver such further documents (in form and substance reasonably acceptable to the party to be charged) and do such other acts and things as are reasonably necessary and appropriate to effectuate the terms and conditions of this PSA, without cost. 28. Applicability of Agreement To Assignees. This PSA shall be binding upon and shall inure to the benefit of the successors and assigns of the Parties to this PSA. 29. Authority to Execute Agreement. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this PSA, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 30. Incorporation of Exhibits. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this PSA. IN WITNESS WHEREOF, the Parties hereto have executed this PSA on the date and year first written above. [signature blocks appear on next page] City Council 16 — 9 12/6/2022 SELLER: Sheila Soledad Alvarez President, Garnsey Corp DRE No. 01843338 City/Buyer: City of Santa Ana Kristine Ridge City Manager Attest: City Clerk Approved as to Form: �4 � �� John M. Funk Chief Assistant City Attorney RECOMMENDED FOR APPROVAL: Mike Garcia Executive Director Community Development Agency Date: Nov 29, 2022 2022 , Date: 2022 Date: 2022 Date: 2022 Date: November 28, 2022 Date: 2022 City Council 16 — 10 12/6/2022 EXHIBIT "A" LEGAL DESRIPTION OF PROPERTY Legal Description of 841 North Garnsey, Santa Ana, CA 92701 THE LARD REFERRED TO HEREIN IS SrMTED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND LS DESCRIBED AS FOLLOWS: LOT 31 OF THE iWAKEHAM TRACT, IN THE CITY OF SA NTA A"A, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SNOWPN ON A MAP RECORDED IN BOOK 8, PAGE 3 OF MISCEUMEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID CDU NTY. EXCEPTING THEREFROM A STRIP OF LATID 2 FEET WIDE 4FFTHE WEST SIDE OF SAID LOT AS CONVEYED TO THE LTrV OF S,ANTA ANA, BY DEED RECORDED IN BOOK 206, PAGE 392 OF DEEDS, RECORDS OF ORANGE COUNTY, CALIFORNIA. ASSESSOR'S PARCEL NUMBER. 005-142-03 City Council 16 —11 12/6/2022 EXHIBIT "B" (Golden Coast Escrow) GENERAL ESCROW PROVISIONS City Council 16 — 12 12/6/2022 Golden Coast Escrow, Inc. Licensed By The California Department of Financial Protection & Inn4 Lic.>196DB0-127309 Date: 11/17/2022 130 Centennial Way #D Tustin, CA 92780 Phone:(714) 884-3282 Fax:{714) 384-75SI irrct, agotdeucoa s tes craw. net Escrow No.: 4437-LG Escrow Officer: Lucia Guzman THIS DOCUMENT WILL AFFECT YOUR LEGAL RIGHTS — READ IT CAREFULLY! Licensed By The California Department of Financial Protection & Innovation, Lic.#96DBO-127309 ALL CASH - SUPPLEMENTAL ESCROW INSTRUCTIONS & GENERAL PROVISIONS Buyer has handed Escrow Holder an initial deposit in the arnountof 0.00 Prior to the close of escrow, Buyer will deposit an additional arnountof 755,000.00 TOTAL CONSIDERATION $ 765,000.00 Buyers will further hand you the balance of the down payment in the sum of $ 765,000.00 and any necessary costs and charges in the form of wired funds prior to the close of escrow. Prior to the expiration of the time specified in this paragraph, Buyer(s) and/or Seller(s) will hand you, or cause to be handed to you, all funds and/or documents, required from Buyer(s) and/or Seller(s) to enable you to comply with these instructions, all of which you are authorized to use and/or deliver on 11/17/2022, provided that our title insurer, , has advised you that they are in a position to issue an Owner's Policy of Title Insurance in the issuing title company's usual form (as specified in paragraph 13.E of the California Residential Purchase Agreement and Joint Escrow Instructions), with a liability of not Less than the total consideration of $ 765,000.00, and insuring title to Real Property described as: All that certain real property situated in the County of , State of California, described as follows: See Attached, Exhibit'A', made a part hereof SELLER[TRANSFEROR STATE THAT PROPERTY ADDRESS IS: 841 N Garnsey St, Santa Ana, CA 92701 Showing title vested in: SUBJECT To: 1. Current general and special taxes for the fiscal year in which this escrow closes, and taxes for the ensuing year, if any, a lien not yet due and payable. 2.. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 (commencing with Section 75) of the California Revenue and Taxation Code, all bonds and assessments levied or assessed subsequent to the date of close of escrow. (a Supplemental Tax Bill will be issued and BUYER accepts full responsibility for all additional taxes due by reason of reassessment) ANY TAX BILLS ISSUED AFTER THE CLOSE OF ESCROW SHALL BE HANDLED DIRECTLY BETWEEN BUYER AND SELLER OUTSIDE OF THIS ESCROW. 3. Covenants, conditions, restrrctrons, reservations, rights, rights of way, easements and the exception or reservation of water, oil, gas, minerals, carbons, hydrocarbons or kindred substances on or under said land, now of record, if any, or in the Deed to file. ADDITIONAL INSTRUCTIONS REAL ESTATE PURCHASE CONTRACT: Escrow Holder has received and acknowledged the California Association of Realtors "California Residential Purchase Agreement and Joint Escrow Instructions" dated 11/17/2022 and shall act in accordance with Paragraph #29 "JOINT ESCROW INSTRUCTIONS TO ESCROW HOLDER". Seller(s) Initials 5Av Page 1 Buyer(s) Initials City Council 16 — 13 12/6/2022 Date: I 1712022 RE: Escrow No. 4437-LG Paragraph #6. Other Terms.; as sh4.,;n in said Purchase Contract, shall not be of any concern nar liability to escrow holders with the exception of the following: In addition to the original Purchase Contractr escrow holder has received Seller Counter Offers^ and Buyer Counter Offer # ^. Escrow Holder shall only be concerned with the following items, which are items not covered by paragraph 20: Regardinq 14.G. EFFECT OF CANCELLATION ON DEP€}SITS. Regardless of the language in this section, Buyer and Seller herein acknowledge that Escrow Holder will require mutual signed instructions for any release of funds and for escrow or contract -cancellation. Please Initial Seller(s) Initials7@7— Buyer(s) Initials , The following items are shown in these instructions for clarification pulposesr due to the fact that the original contract deposited into escrow contained blanks within the instructions to escrow holder: Costs and Charges. Buyer(s) hereby agree(s) to pay the following fees and charges through escrow: Buyer's Escrow Feer Recording Fees, Notary Fees, Lender`s Policy of Title Insurancer Federal Express/Delivery Fees if any, and all additional fees/charges as set forth in the Estimated Escrow Statement to be executed. Seller(s) hereby agree(s) to pay the fallowing fees and charges through escrow: Recording Fees, Notary Fees, Owner's Policy of Title Insurance, Seller's Escrow Fee, Document Preparationr County Transfer- Tax, Federal Expressr Delivery Fees, if any, Beneficiary Statement(s) and/or Demand(s) together with any amounts necessary to place title in condition called for, Commissions and any/all additional fees/charges as set forth in the Estimated Escrow Statement to be executed. Golden Coast Eserowr Inc, may be required to advance funds into this escrow, in order to expedite the processing of this transaction. All funds advanced shall be reimbursed to Golden Coast Escrow, Inc. at the closing of this escrow or upon the cancellation of this escrow, from the appropriate party(ies). Fire Insurance: Buyer herein will deposit with Escrow Holderr prior to the close of escr-otvr a new hazard insurance policy, acceptable to New Lender. Escrow Holder is instructed to charge Buyer and pay premium as billed at close of escr-owr unless, prior to close of escrow, a paid receipt for same is pro -sided to Escrow Holder. Property Disclosure Report.. Seller shall provide for benefit of the Buyer a 'Natural Hazard Disclosure Report: Escrow holder is authorized and instructed to pay the bill for from Sellers proceeds at the close of escrow. Please note Golden Coast Escrowr Inc., does not order these repoits, please forward the Natural Hazard report and invoice to your escrow officer as soon as possible. ESCROW HOLDER HAS NO RESP€}NSIBILITY TO PROVIDE, SAID REPORT AND IS HEREBY RELIEVED OF ANY AND ALL LIABILITY IN REFERENCE To REPORT'S FINDINGS AND REC'0MMENDATIONS. Preliminary Title Report Approval; This escrow is subject to the Buyer's approval of the preliminary report issued by the title company in this transaction. Buyer will be provided with a separate prelim approval letter by the escrow holder and prelim shall be deemed approved and this condition shall be satisfied, Preliminary Change of Ownership Report: Buyers will hand you before close of escrow a completed "Preliminary Change of Ownership' Report which you are instructed to file accompanied with the County Recorder, or, in the absence or rejection thereof you will pay from the buyer's funds an additional $20.00 to the County Recorder if required. Golden Coast Escrow, Inc. cannot guarantee the acceptance by the County Assessor's office of the POOR provided at the close of escrow. The undersigned buyer, or transferees hereby acknowledges that they may send a duplicate Preliminary Change of ownership report following the close of this escrow. Buyer's/Transferee's failure to- comply with the Assessor's request to complete information and return the form, may cause penalties or fines to be imposed. The undersigned hereby does and shall, indemnify and hold Golden Coast Escl-otvr Inc. harmless from and against all penalties, fines, costs, damages, losses, attorney fees, claims and liability of any nature whatsoever, which may arise in connection therewith. Cancellation of Escrow: AS A CONDITION OF ESCROW HOLDER ACCEPTING THE ESCROW AGENCY CREATED BY THE AGREEMENT AND THE SUPPLEMENTAL ESCROW INSTRUCTIONSr BUYER AND :SELLER ACKNOWLEDGE THEY UNDERSTAND AND CONSENT THAT REGARDLESS OF THE CONSUMMATION OF THIS TRANSACTION, ESCROW HOLDER'S MINIMUM CLERICAL FEE FOR THE PREPARATION OF THESE SUPPLEMENTAL INSTRUCT]ONS AND ANY ADDITIONAL DOCUMENTS HERETO SHALL BE NOT LESS THAN s200.00. ALL PARTIES FURTHER UNDERSTAND THAT ADDITIONAL FEES MAY ALSO BE CHARGED AS A RESULT OF THE CANCELLATION OF ESCROW. Sellers) InitialsSBuyer(s) Initials paq-a City Council 16 — 14 12/6/2022 Date; 11.17;2022 RE: Escrow No. 4437-LG Owners policy: In order for escrow to comply with new Closing Disclosure regulations, escrow holder is instructed to debit account of buyer for the owners policy of title insurance through this transaction. Escrow Holder is then instructed to credit the buyer and debit seller for the Owners policy of title insurance at the close of escrow. HOA: Seller shall deposit to Es€row, holder any fees required prior to order of documents for Honneowwner's Association. GENERAL PROVISIONS IMPORTANT - PLEASE READ CAREFULLY 1. Execution & Delivery of Escrow Instructions These instructions may be executed in counterparts and said counterparts together will constitute one and the same instrument. In the event that the parCes hereto utilize facsimile or electronically transmitted instructions to Escrow Holder, said parties hereby instruct Escrow Holder tc rely upon such instructions as if they were originals. Any amendments and supp ements to these instructions must be in writing and shall only be effective when executed and delivered to Escrow Haider. Escrow Holder steal not be concerned with nor have any obligations with respect to items designated as memoranda in these instructions or with any other agreement or contract between the parties to this escrow. 2. Deposit of Funds (i) All funds received n this escrow will be deposited with cthe escrow funds in one or more non -interest -bearing escrow accounts o= Escrow Holder in a financial institution sele:-ed by Escrow Hclder. Escrow Holder shall not be responsible and sha I have no I agility for any delay in, closing this escrow if the =unds deposited in this escrow are not available For immediate o thdrawal as a matter of right foliewing deposit in such financial institution. (ii) you have the opportunity to earn interest on the funds you deposi: with us to-cug-i a deposit account arrangement that Escrow Holder has established with one of its financial institutions. Tne merest rate for these accounts varies between financial inslitutionsr fluctuates periodically based on market ccnditions and other Facwrs, and may change prior to or during the time your funds are on deposit. You will not have an opportunity to earn interest on any funds deposited by a lender. (iii) If you elect to earn nterestthrough this special account arrangement, Escrow Holder will charge you an additional fee of s54.00 for the establishmerrt and maintenance of the account. This see compensates Escrow Holder for the costs associated with opening and managing the interest -bearing = :rs_nG preparing correspondence documentation, transferring fundsr maintaining appropriate records for auc : a e. -c l'a'tion purposes and Puling any required tax withholding statements, It is important that you consider t s :. _: your decision since the cost may exceed the interest you earn. if you are interested in having your f_r 3E: in an interest -bearing account, please contact your escrow officer. {iv} If you do not elect to have your funds deposited in an interest -bearing account, your funds (together with any funds deposited by a lender} will be held in Escrow Holders general escrow trust account.. The general escrow trust account is restricted and protected against claims by third 7ardes or credi€c-s o= Escrow Holder. Bcrow Holder and/or its parent company may receive certain direct and indirect financial bene'its From the financial institution as a result of maintaining the general escrow trust account. These benefits may include, without Iimitationr credits allowed by such financial institution on loans to Escrow Ho der and/or its parent company and earnings on investments made with the proceeds of sucn loans, as wel as accounting, reporting and other services and products of such financ al institution. Escrow Holder shall have nc co igation to accountto the parties tothisescrow in any manner for :he value ofr or to pay to any party, any benefit received by Escrow Holder and/or its parent company. Any such benefits shall be deemed additional compensation of Escrow Holder For its services in connection with this escrow. Some or all of these benefits may be deemed interest due you under California Insurance Code Section 12413.5. As indicated above, you may elect to have your funds placed in a separate. interest -bearing account and receive the benefits therefrom, but you will be required to pay Escrow Holder an additional fee for this service. Alternatively, you may leave your funds in the general escrow trust account and thereby authorize Escrow Ho der to keep the benefits it and/or its parent company receives from the financial institution. In either event, you understand and agree that Escrow Holder and/or its parent company may receive and retain for their sole benefit any and all benefits derived from the general escrow trust account prior to the deposit of your funds in an interest -bearing account and following -.he withdrawal of your funds from such interest - bearing account (normally two business days prior to the close of escrow). (v) All parties depositing funds in connection with this escrow are hereby notified that the funds so deposited are insured only to the limit provided by the Federal Deposit Insurance corporation, (vi) Funds deposited by a lender are ordinarily deposited to escrow one or two days prior to closing. You should be aware that your lender may begin charging interest on your loan from the date loan funds are deposited into Escrow Holder's escrow trust account. 3. Good Funds Law — California Insurance Code S12413.1 All parties are aware and understand that California Insurance Code §12413.1 mandates that funds deposited into an escrow must be collected and available for withdrawal PRIOR TO DISBUR,SEMENT. The determination of the availability of funds is set forth as `o lows: (i) GASH AND ELECTRONIC TRANSFERS ("wired funds"} are available for SAME DAY disbursement. (ii) CASHIER'S CHECKS AND CERTIFIED CHECKS are available For disbursement THE NEXT BUSINESS DAY; In order to avoid unnecessary delays of two to seven days, or more, please use wire transfers, cashier's chedcs or Initials SA@7' Buyer(s) Initials Page 3 City Council 16 — 15 12/6/2022 Date; t "l.117i2022 RE; Escrow No. 4437-LG certified checks whenever possible. 4. Prorations; All adjustments and prorations called for in this escrow shall be rnade on the basis of a thirty (30) day month, unless otherwise instructed in writing. 5. Oral instructions: You are authorized to accept oral instructions from the parties' real estate brokers), real estate agent(s), Lende-,sj or Lender's agent(s) concerning the preparatio-n DF esfl-ow instructions, amendments or suppfe-nents. Hcwever, you are not to art upon any instruction so delivered until you have received the same in writing signed ny all parties to this esnaa4, 6. Loan Tennis: Golden Coast Escrow, Inc. is not to be responsible in any way whatsoever nor to be concerned with the terms of any new loan or the content of any loan documents obtained by any party in connection with this escrow except to order such loan documents into the escrow file, transmit the loan documents to Buyer for execution and transmit the executed loan documents to Lender. The parties understand and agree that you are not invahred nor concerned with the approval and/or processing of any loan or the contents and effect of loan documents prepared by a Lender. 7. Facsimile/Electronic Signature Certification: The Residential Purchase Contract and loin[ Escrow ?nstructions along with any supplements, addendums or counter offers made a part thereof (Agreement), and Dearing Electronic Signature(r) is a true, and complete copy of the Agreement entered into for the purchase of real property desnibed herein and escrow holder is hereby authorized and instructed to rely upon said Electronic .Signatures based uoan the fallowing €ertifi€atien, (i) The undersigned consented to the use of electronic records and signature in the creation and execution o.=toe Agreement and subsequent addenda to the agreement. If applicable. (ii) The undersigned did sign the Agreement using an electronic signature, (iii) The undersigned was given the opportunity to keen a copy of the signed Agreement at the time the agreement was sign ed. (iv) The Electroni€ Sig natures comply with the standards and requ'rement of the federal Electronic Signatures in Global and National commerce Act 'E-Sign) and, if applicable, the Uni'o-m Electronic Transaction Act (UETA) adapted by the state in which the Ele€troni: Sign a:ure „s initiated and the Agree rent in fulIV enforceable and legally binding in accordance with their terms. (v) The undersigned is signing to s certification to indemnify and ho d harmless the escrow holder from any past present, or future loss that may occur from relying upon and accepting the Agreement wi-h the electronic signatures affixed thereto. 3. Escrow Holder is hereby authorized and instructed that,. in .he event any party utilizes email or "facsimile" transmitted signed documents or instructions to Escrow Holder, Escrow Holder is to rely on the same for all escrow instruction purposes and the closing of escrow as if they are original signatures. 'Electronic Signature" means, as applicable, an electronic copy or signature complying with California Law, THESE ESCROW INSTRUCTIONS CANNOT BE SIGNED ELECTRONICALLYr NOR ANY AMENDMENT'S REFERRING TO RELEASING OF FUNDS. AND{OR BUYER OR SELLER CREDIT OR DEBIT ACCOUNTS, g. Instructions not to Supersede: These escrow instructions are executed for the sole purpose of enabling the Escrow Holder to complete this transaction, and are not intended to amend, modify, supersede or in any way change that certain agreement entered into by the parties hereto and dated prior to these escrow instructions. Golden coast Escrow, Inc., its officers and{or employees shall not be concerned with said agreement cr any matters as contained therein and is responsible only for such matters as are specifically set out above in the . ns.ruction. 10. Special Recording Late Confirrnation of Recording Seller's proceeds may not be available, and encumbrances may not be _ _ : =i. until the first bus ness day Fcl cr ing the day of recording if Q documents recorded at dose of escrow are rec:: aver in the day titian 0:00 a.m. (which is called a "special recording') or if 2) the county Recorder does not p :on€i—nation of reco ding wi—zhin sufficient time to allow same -day disbursement of funds by wire or check. 11. IIZS 1099 REPORTING: As a condition of Escrow Holders ag- _ = : v ocess tnis transact on, certain infcrmaitian must be provided by the Seller (s)/Transferor(s) to Escrow HD c= : _ - _ :-e date of closing. Under :he Ta-,: Reform Act;, Internal Revenue Service Code Section 6045(e), Escrow Holder __ . - the gross proceeds of an cwnershio interest in -eportable real estate to the "nte-nal Revenue Sere;oe ('IRS�, -' _ : = e Jra-sFeroris required oy law to Furnish a ccivect Taxpayer Identification Number ("TIN') ar Sc ©al Secu :. , _ -nber to Escrow Holder. The Seller/TransFeror is aware :h3: the =3ilure to do so may subject. the Se ler/Transfer: .o civil or -i raI penalties. Each Seller/Transferor -nust p -o,; de a permanent address to whA the Escrow Holder : -nai' th= : S Form I-M-S following the close of e3c 10 W. 12, Disbursement of Funds: Any funds disbursed during or o- :-e dose of escrow will be issued jointly to the parties designated as payees unless you are instructed otherwise i- - — by all designated payees. The funds representing loan and/or sale proceeds will be disbursed jointly to all perso-_ .,;- c were the record owners of the real property that is the subject oFthe escrow. All disburserrent3 cf funds and/or de,ivery of other documents or instruments concerning this escrow will be mailed to the Entitled part es oy regular first class mail, postage prepaid, at their respective addresses shown on file. However, at your discretion, you may send funds and/or other instruments or documents by certified or registered mail, federal express, messenger or facsimile ma€hiner in which care the party For whom the delivery was Seller(s) Initials SAv Buyer(a) Initials Page 4 City Council 16 — 16 12/6/2022 Date: 1111712&22 RE: Escrow No. 4437-LG made agrees to pay the costs. The provisions of this paragraph include, but are not limited to. requests for demand statements. requests for beneficiary Statements, requests for homeowners' association statements o- any other requests as you may deem necessary for the timely dosing of this escrow. You are to instruct the county recorder to mail recorded documents to the entitled parties at their respective addresses. You are to instruct the title company to mail the tide policy(r} to the Lenders} or Buyer(r) as appropriate. 13. No Disclosures warranties: The parties acknowledge that depending on the type (Commercial or Residential) and location (City) of real property involved in -.his escrow, there may be disclosures) as well as civil ordinance requirements) that would affe€t the transfer of the real property. Escrow Holder urges both parties to seek appropriate counsel from an attorney or licensed real estate o,okerto ascertain what disclosures, certFcates and/or civil ordinances, if any, need to be complied with prior to the close of escrow, and outside of the escro-.; cetween the parties. The parties' signature upon these instructions sha.I ne deemed evidence to the Escrow Holder nat the parties have obtained independent counsel, are aware of any disclosures/civil ordinance requirements and will comply with same outside of this escrow. Unless otherwise instructed in writing Escrow Holder has no responsibility or liability in connection with any such disclosures or requirements; 14. payment of Cost(S) Incurred Prior to close of Escrow: Buyer and Seller are aware Golden Coast Escrow, Inc. may incur certain expenses during the course of processing this escrow, which must be paid prior to the close of escrow. Such costs may include but are not limited to, credit report and appra sal fees, demand request fees, homeowners association document fees„ courier fees, overnight mail service and city oji ding revoits, if applicable. Escrow Holder is authorized and instructed to re ease funds for payment of such costs, prior to the close o= escrow, from funds deposited into escrow by Buyer. Both Buyer and Se'ler acknowledge and accept that said `unds are not refundable, whether this escrow closes or cancels, However, at close of escrow, Escrow Holder is auzho-zed and instructed to charge the appropriate party for costs incurred, and is released from any and all liability in con ne-ton wi_h complying with this instruction. 15. Responsibilities: The parties agree that yvi have .he responsibilities of an escrow holder only and there are no other legal relationships established in the terms and cv7dirions of the escrow instructions. In connection with this escrow: (1) you shall have no duty or responsibility of notifying any of the parties to this escrow of any Baler resale. loan, exchange or other transaction involving any of the subject real property or personal property; (2) you shal have no responsibility or duty to disclose any benefit, including, but not limited to financial gain, realized by any person, firm or corporation involving any of the subject real property or personal property, and (3) you shall have no responsibility or duty to disclose any profit realized by any person, firm or corporation including, but not limited to, any real estate broker, real estate sales agent and/or a party to any other escrow, in connection therewith, although such other transaction may be handled by you in this escrow or in another escrow transaction. if, however, you are instructed in writing by any party, Lender or other entitled person o discose any sale, resale, loan exchange or other transaction involving any of the subject real property or oe-sonal property or any profit-eahzed by any person, firm or corporation to any party to this eRyow, you shall do so s,�tncut incurring any liabilit-.v to any party. You shall no- be liable for any of your acts or omission done in good fa to nor for any dairrrsr demands, losses or damages mace o suffered by any party to this escrow, excepting such as -nay arise through or be caused by you willful neglect ar gross misconduct. 16. Disclosure Reports: Escrow Holder is not to be concerned with disclosures le by the parties to each other, in the event Escrow Holder receives any disclosure reports requiring signatures or ap_ oval by a party, Escrow Holders only responsibility will be to forward the report to the appropriate party. 17. Golden Coast Escrow, Inc. shall not ba responsible for the following: (1; = e iJ~ iciency or correctness as to farm, manner of execution or validity of any documents deposited in this escrow-, _ - = den", authority. or right of any person executing the same, either as to documents of record or those handle_ this escrow; or t3) he failure of any party to comply with any of the provisions of any agreemenC. contract or ot-.er instrument flied or deposited in this escrow or referred to in these escrow instructions. Your dut"es shall be imited to the safekeeping of money and documents received by you, as escrow holder, and for the discos can in compliance with the written instructions accepted by you in this escrow. You shall not be required to take any act on regarding the collection, maturity, or apparent outlaw of any obligations deposited with you unless otherwise instructed in writing. You shall not be liable for any of your acts or omissions done in good faith, nor for any claims, demands ,lDss?es or damages made, claimed o- su'fered by any party to this escrow, excepting such as may arise. 18. FIRPTA-Withholding: FIRPTA-W-THHOLDING, The sale of a U.S. real property interest by a foreign ce scn is subject to the Foreign Investment in Real property Tax Act of 1980 (FIRPTA) income tax withholding. Persons ourcnasiing U.S. real property interests from foreign persons, certain purchasers' holders, and settlement officers are required to withhold 1.0 % of the amount realized. Withholding is intended to ensure U.S. taxation of gains realized on disposition of such interests. The Buyer shall remain the withholding holder notwithstanding any act by the Escrow Holde . The Buyer must find out if Seller is a foreign person. If Seller is a foreign person and Buyer fails to w•i_hhold, t°ne Buyer -nay be theld liable for the tax. Seller and Buyer agree to execute and deliver to Escro-w Ho der any instrunent. af`davilt and s_a_e-nent o-x perform any act reasonably necessary to carry out the provisions of FIRPTA and regulations p-ho-nulgated .hereunder. Seller herein certfes under penalty of perjury, that the in orrra=ion p-oo ded on said 'orm is true. correct and complete. Buye:- and Sel e- nereby agree to hold Escrow Holder harmless and inde-nnify Escrow Holder rega-ding co-npl ance wrtn this insiruc-:ion. 19. Cal FIRPTA State Tax Withholding: Notifications to Buyer and Seller Regarding California Tax Withholding on the Sale Seller(s) Initials Buyer(s) Initials Page S City Council 16 — 17 12/6/2022 Date: 1111712022 RE: Escrow No. 4437-LG of Real Property Certain Sellers are exempt from withholding, Each Party mus seek independent tax advice from a professional. California Revenue and Taxation Code Section 18662 (as amended) requires prepayment of income tax by withholding 3-1/3% of the total sales price on real property for individuals and non -individual sellers of real propertyr whether resident or non-resident. Aklternativelyr a .Seller may elect to withhold on the gain on the sale and based on the applicable withholding rates effective at the dose of escrow. For more informationr Buyers and Sellers snould ;refer to Form 593-C and M3-E Booklet, Real Estate Withholding Certificate and Computation of Estimated Gain or Loss From the California Franchise Tax Board. Withholding is also required for real estate foreclosures and short sale transactions unless any exemptions certiFed on Form 593-C apply, or the sale qualifies under the automatic exclusions. For more information on real estate -ore- csuures and short sale transactions, refer to publication 1016r Real Estate Withholding Guidelines by the California F-an€nice Tax Board. Any further questions regarding Wh-nccldilg Requirements for Sale of California Real Estate may be answered by seeking independent professional tax advice or at http://www.ftb,ca.ctov/individualslws€J Cal iFornia_Real_Estate.shtmi. The parties acknowledge that Escrow Holder is under no duty to take action regarding withholding without further mutual written instructions of Buyer and 'Seller in Form satisfactory to Escrow Holder, together with the comp e=ion of Franchise Tax Board Fors, Section 18662 of California Revenue and Taxation Code (as amended) requires a BUYER of reaq property to withhold if the Seller's exemption is not met. If withholding is not made Buyer may, become subject to a penaky in the amount equal to the greater of 10% of the amount required to be withheld or five hundred dollars t5500.00j. For additional informationr contact: FRANCHISE TAX BOARD, W TH14OLD AT SOURCE UNIT, P.O. BOX 651, SACR-AMENTOr CAS 95612-0651r PF40NE: (916) 645,4900 OR Toll Free AT (886) n2-49O0. Seller and Buyer hereby agree to comply with Section 18662 of California Revenue and Taxation Code (as amended), and Seller shall cause to be deposited into escrow such forms that may be necessary for the parties hereto to be in compliance with said tax rode, as expanded. The parties agree to no'd Escrow Holder harmless and indemnify Escrow Holder for complying with any CAL-FIRPTA instruction orany tnird-party claimsthat may arise. 20. License Disclosure: Licensed By The California Department of Fin an€ial protection & Innovation, L.,;96DE0-127309 21. Buyer and Seller due dates: If the date by which Buyers or Seller's performances are due shall be other than your regu Iar business day, such performances shall be due on your next succeeding business day. 22. Personal Property Title Search: Golden Coast Escrow, Inc_ shall conduct no lien or title search of personal property regarding the sale or transfer of any personal property through this escrow_ Should the party(ies) desire that you cvnducta lien ortitle search of personal property, the pasty(ies) requesting the same shall deliverseparate and specific written escrow instructions to you along with an agreement to pay your additional escrow fees_ 23. Not to be concerned with usury of loan: Golden coast Escrow, Inc. shall not be responsible in any way whatsoever nor are you to be concerned with any question & usury in any Ivan or encumbrance, whether new or of record, which may arise du ring the processing ofthis escrow. 24. Provide Title: Golden coast Escrow, Inc. are instructed to provide title to the subject real property in the condition identified in the escrow instructions by the parties. Escrow holder is not responsible for the contents or accuracy of any beneficiary demands andior beneficiary s=ements delivered to you by the existing lien holders_ You are not required ao submit any such beneficiary statement andior beneficiary demand to the party(ies) for approval before the close of escrow unless expressly instructed to do so in writing. Should the party(ies) desire to pre -approve any such beneficiary statement andior beneficiary demand, the party(ies) requesting the same shall deliver separate and specific written escrow instructions to you. 25. Loan terms or Loan Document content: Golden Coast Escrow, Inc. are not to be responsible in anyway whatsoever nor .o be concerned with the terms of any new loan or the content of any loan documents obtained by any party in connection with this escrow except to order such loan documents into the escrow file, transmit, the loan documents to Buyer for execution and transmit the executed loan documents to Lender. The parties understand and agree that you are not involved nor conoemed with the approval andlor processing of any loan or the contents and effect of loan documents prepared by a Lender. 26. Third -Party Claims.-- The parties expressly indemnity and hold you harmless against third -party claims for any fees, costs or expenses where you have acted in good faith, with reasonable care and prudence andlor in compliance with these escrow instructions. 27. Escrow Holder only: The parties agree that Golden coast Escrow, Inc. have the responsibilities of an escrow holder only and there are no other legal relationships established in the terms and conditions of the escrow instructions. In connection with this escrow: (1) you shall have no duty or responsibility of notifying any of the parties to this escrow of any sale, resale, loan, exchange or other transaction involving any of the subject real property or personal property; (2) you shall have no responsibility or duty to disclose any benefit, including, but not limited to financial gain, realized by any person, firm or corporation involving any of the subject real property or personal property, and (3) you shall have no responsibility or duty to disclose any profit realized by any person, firm or corporation including, but not limited to, any real estate broker, real estate sales agent andior a party to any other escrow, in connection therewith, although such other transaction may be handled by you in this escrow or in another escrow transaction. If, however, you a.re instructed in writing by any party, Lender or other entitled person to disclose any sale, resale, loan exchange or other transaction involving any of the subject real property or personal property or any profit realized by any person, firm or corporation .o any party to this Seller(s) Initials sAv Buyer(s) Initials Page 6 City Council 16 — 18 12/6/2022 Date: 111 T12022 RE: Escrow No. 443T-LG escrow, you shall do so witho ut incurring any liability to any party. You shall not be liable 'or any of your acts or omission done in good faith nor for any claims, demands, lasses or damages made or suffered by any party to this escrow, excepting such as may arise through or be caused by you willful neglect or gross misconduct. 28. (fi) Month period: Escrow holder agency shall terminate six (t) months fallowing the date last set forclosL of escrow and shall be subject to earlier termination by receipt by you of mutually executed cancellation instructions_ Ifthis escrow was not closed or canceled within the described six (15) month period, you shall have no further obligations as escrow holder except to disburse funds and documents pursuant eo written escrow instrumens and to interplead cr otherwise dispose of funds and documents in accordance with a validly issued and validly served order from a court o` competent jurisdiction. If the conditions of this escrow have not been complied with w the expiration date in these escrow instructions, you are instructed to complete the conditions at the earliest passible date, unless Buyer or Seller have made written demand upon you for the return of the funds andlar instruments deposited by Buyer or Seller andfor for cancellation of this escrow. Should demands be made upon you, you may withhold and s.op all further proceedings in this escrow without liability for interest on funds held or for damages until mutual cancellation instructions signed by all parties shall have been deposited with you. The parties, jointy and severally, agree that, if this escrow cancels or is otherwise terminated and not closed, the parties shall pay for any casts and expenses which you have incurred or have become obligated for under these escrow instructions, including but not limited to, attorneys' fees and reasonable escrow fees for the services rendered by you, the parties agree that such costs and expenses shall be paid and deposited in escrow before any cancellation or other termination of this escrow is efiectivee The parties agree that said charges for expenses casts and fees may be unilaterally or bilaterally apportioned between Buyer and Seller in a mannerwhich, in your sole discretion, you consider equitable, in an amount not less than $250.01) and not greater than the amount of the entire escrow fee, to be determined by you, and that your decision will be binding and conclusive upon the parties_ Upon receipt of muwal cancellation instmaiians or a final order orjudgment of a court of competentjurisdiction wfth accompanying writs of execution, levies or gamishments, you are instructed to disburse the escrow funds and instruments in accordance with such cancellation instructions, order or judgment and accompanying writ and this escrow shall, wi.^houtfurther notice, be considered terminated and canceled_ 29. Parties shall cooperate: The parties shall cooperate with you in carrying out the escrow instructions they deposit wish you and completing this escrow. The parries shall deposit into escrow, upon request, any additional funds instruments, documents, instructions, authorizations, or other items that are reasonably necessary to enable you to comply with demands made on you by third parties, to secure policies of tile insurance, or to otherwise carry out the terms of their instructions and close this escrow. If conflicting demands or notices are made or served upon you, or any controversy arises between the parties or with any third parson arising out of or relating to this escrow, you shall have the absolute righ- -o withhold and stop all further proceedings in, and in performance of, this escrow until you receive written notification satisfactory to you of the settlement of the controversy by written agreement of the parties, or by the final order or judgment o` a court of competent jurisdiction_ All of the parties to this escrow, jointly and severally, promise to pay promptly on derrand, as well as to indemnify you and to hold you harmless from and against all administrative governmental investigation, audit and legal fees, litigation and interpleader costs, damages, judgments, attomeys' fees, expenses, obligations and liabilities of every kind (collectively 'costs") which in good faith you may incur or suffer in connection with or arising outof this escrow, whether said costs arise during the performance of or subsequent to this escrow, directy or indirectly, and whether at trial or on appeal- You are given a lien upon all the rights, tiles and interests ofthe parties and all escrow papers and other property and monies deposited into this escrow to protect your rights and to indemnity and reimburse you. If the parties do not pay any fees costs or expenses due you under the escrow instructions or do not pay for costs and attomeys' fees incurred in any litigation or interpleader, on demand, they each agree to pay a reasonable fee for any attorney services which may be required to collect such fees or expenses, whether attorneys' fees are incurred before trial, at trial or on appeal_ 30. All Notices, demands and Instructions robust be in Writing: No notice, demand, instruction, amendment, supplement or modification to these escrow instructions shall be of any effect in this escrow until delivered in writing to you and mutually executed by all parties_ AS SET FORTH ABOVE, YOU HAVE NO DUTY TO AND SHALL NOT VERIFY THE SIGNATURES OF ANY PARTIES OR NON-PARTIES UNLESS FURTHER WRITTEN ESCROW INSTRUCTIONS TO DO SO ARE RECEIVED AND THE ADDITIONAL ESCROW FEES ARE DEPOSITED. Any purported oral instruction, amendment, supplement, modification, notice or demand deposited with you by the parties or either of them shall be ineffective and invalid. You are to be concerned only with toe directives expressly set forth in the escrow instructions, supplements and amendments thereto and are not to be concerned with nor liable for items designated as memorandum items in the escrow instructions. 31. Authorized delivery of Escrow Instructions: Golden Coast Escrow, Ino_ is authorized to deliver copies of all escrow instructions, supplements and amendments, estimated and final closing statements preliminary title reports, and notices of cancellation, ifany, to the real estate broker(s), real estate sales agent(sj, Lender(s). Lenders agents) andlorattomeys(s) for the parties, upon the parties' oral or written request. =`ou shall not incur any liability to the parties for delivery of the copies. 32. Cooperation by both parties: The parties shall cooperate with you in carrying out the escrow instructions they deposit with you and complet"ng this escrow. The parties shall deposit into escrow, upon request any additional funds, instruments, daeurren_s, i•,st- ct ons, authorizations, or other items that are reasonably necessary to enable you to comply with demands .-Wade on you by third parties, to secure policies of title insurance, or to otherwise carry out the Seller(s) Initials 7@27- page ., Buyer(s) Initials City Council 16 — 19 12/6/2022 Date: d 911712Q22 RE: Escrow No. 4437-LG terms of their instructions and close this escrow. All parties agree: to provide you with a completed'Statrement of Information' 7 daysr after receipt of said form, as required by the Title Company providing the Title Insurance policies far this transaction. 33. Conflicting Instructions and Disputes; If Escrow Holder becomes aware of any conFicting demands or claims concerning this escrow, Escrve.• Ho der shall have the right to discontinue all further acts on Escro-w Holder's partuntil the conflict is resolved te+ Esc -ow Holder's satisfaction. Escrow; Holder has the right at its option to file an action in interpleader requiring the pB—ies to litigate their claims/rights, -f such an action is filed, the parties jointly and severa Iv agree (a) to pay Escrc•., Holder's cancedation charges, casts (incliding the funds held fees) and reasonable attorneyS' w fees, and (b) that EscrcHo der is fully released and discharged 'ram all further obligations under the escrow. IF an action is brought involving th s escrow and/or Escrow Holder, the party(ies) involved in the action agree to ndemniFy and hold the Escrow Holde;- na«n ess against liabilities, damages and costs incurred by Escrow Holder (incl,uding reasonable attorneys' fees and costs; e-•:ceot tc the extent that such iabilitiesr damages and costs were caused by the gross negligence or willful miscondict o= Escrow; Holder, 34. Gender: In these escrow instructions, wherever the context so requires, the masculine gender includes the feminine and/or neuter and the singular number includes the plural. 35. Not to give financial advice: The parts acknowledge and understand that Golden Coast Escrow, Inc_, as escrow holder, are not authorized to practice the law nor do you give financial advice. The parties are advised to seek legal and (financial counsel and advice conq-,2ming the effect of these escrow instructions. The parties acknowledge that no representations are made by you about the legal sufficiency, legal consequences, financial effects ortax consequences of the within escrow transaction. 36. Disposal of documents: C3olden Coast Escrow, Inc. are authorized to destroy or otherwise dispose o` any and all documents, papers, escrow instructions, carrespandence and records or other material constituting or pertaining to his escrow at any time after five (5) years from the date of: (1) the dose of escrow (2) the date of cancellation; or (3) the date of the last activity, without liability and without further notice to the parties. If for any reason, any one party to the transaction request copies of said file in storage from Escrow Holder, there will be a minimum charge of $5(1_011 required to be deposited prier to the release of requested documentation. 37. Need for Independent Legalr Financial and Tax Advice: The pa�ies acknowledge and understand that you, as Escrow "alder, are not authorized to practice law nor does an escrow; holder give financial or tag: advice. The parties are advised to seek legal, financial and tax advice concerning the effect of these escrow instructions, and the terms and conditions of the purchase and sale transaction. The parties acknaw'edge -.ha' nc rearesentations are made by Escrow Holder about the legal sufficiency, legal consequences, financial effects or ta:• consequences of the within transaction. 38. Loan Payoffs When a mortgage, deed of trust or tax lien is to be paid off through escrow, Escrow Hader is authorized to pay the payoff demand received from the creditor. Seller/borrower understands that a loan payoff may include a prepayment penalty and other charges. 39. PRIVACY STATEMENT EfFective date; July 1, 2013 Golden Coast ES€rowr, Inc. respects the privacy and security of your non-public personal information ("Personal Information') and protecting your Personal Information is one of our top priorities. This Privacy Statement explains Golden Coast Escrowr Inc,rs privacy practices, including how we used the Personal Information we receive from you and from cthe- specified sources, and to whom it may be disclosed, Golden Coast Escrow,. Inc. may share information as descr bed herein, PERSONAL INFORMATION COLLECTED We maV collect personal information about you from the following sources; • Information -ire receive from you on applications or other forms, such as your name, address, social security number, tax dentification number, asset information, and income informations • Information we receive from you through our Internet websrtes, such as your name, address, emair address, Internet Protocol address, the website links you used to get to our websites, and your activity while :using or review ng our •.. a osites; • Information about your transaction with or services performed by us, our affiliates, or others, such as in=o7hnation concerning your policy, premiumsr payment history, information about your home or other real propertyr in`o mat on from lenders and other third parties involved in such transaction, account balances, and credit card information; and t Information we receive from consumer or other reporting agencies and publicly recorded documents. DISC L05URE OF PERSONAL INFORMATION We may provide your personal information (excluding information we receive From consume- c- other credit reporting agencies) t3 various individuals and companies, as permiitlted by law, without obtain ng your o or authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, w-tncu, i-n tat on, the Folbwing: Selleq:8) Initials sn�/ Page B Buyer(s) Initials City Council 16 — 20 12/6/2022 Date: 1111712022 RE: Escrow No. 4437-LG . To insurance agents, brokers, representatives, support organizations, or others to provide you with services you have requested, and to enable to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction, . To third -party contractors or service providers for the purpose of determining your eligibility for an insurance benefit or payment and�or providing you with services you have requested; . To an insurance regulatory authority, or a law enforcement or other governmental authority, in a civil action, in connection with a subpoena or a governmental investigation; . To companies that peifo m m3rketing services on our behalf or to other financial institutions with which we have joint marketing agreements and/or . To lenders, lien healers, judgmen creditors, or other parties claiming an encumbrance or an interest in tide whose claim or interest must be determined, settled. Paid or released prior to a title or escrow closing. We may also disclose your Personal Information to others when we believe, in goad faith, that such disclosure is reasonably necessary to comply with the law or to protect the safety of our customers, employees, or property and/or to comply with a judicial Proceeding, court order or legal process. Disclosure tDAffiliated Companies: We are Permitted by law to share your name, add-ess and facts about your transaction with other companiesr such as insurance companies, agents, and other real estate ser; ice p-Guiders to provide you with services you have requested, for marketing or product development research, or to market products or services to you. We do not, however, disclose information we collect from consumer or credit re De it ng agencies with our affiliates or others without your €onsent, in conformity with applicable law, unless such disdos-ire is otherwise permitted by law. Disclosure to Nonaffiliated Third Parties: We do not disclose Personal Information about our customers Gr former customers to nonaffiliated third parties, except as outlined herein or as otherwise permitted by law. CONFIDENTIALITY AND SECURITY OR PERSONAL INFORMATION We restrict access to Personal Information about you to those employees who need to know that information to provide products or ser; ces to you. We maintain physical, elek=ron c, and pracmdural safeguards that comply with federal regu'ationsto gu3,d Personal InFonma ion, ACCESS TO PERSONAL INFORMATION ,r REQUE5T5 FOR CORRECTION, AMENDMENT, OR DELETIOrN OF PERSONAL INFORMATION As requ red b-y aopl ca71e Iaar, Escro-.. Ho der will aford you the right to access your personal information, under certain circumstances _o find cu= _o who your personal information has been disclosedr and requestcorrection ordeletion of your personal nfo--natcn. Howeverr Golden Coast Escrow, Inc.'s current peicy is to maintain customers` personal Information for no ,ess €han your state's required retention requirements 'car the purpose of handling future coverage claims. For your protection, all requests made under this section -nist 7e in writing and rnist include your notarized signature to establish your identity. Where pe-witted by law, we may charge a reas:Dnabte fee .o coverthe costs incurred in responding to such requests. Please send requests to: Chief Privacy Officer Golden Coast Escrow, Inc. 130 Centennial Way *d Tustin, CA 92780 C14ARGES TO THIS PRIVACY STATEMENT This Privacy Statement may be amended from time to time consistent with applicable privacy laws. The efFective date of this Privacy Statement,. as stated above, indicates the last time this Privacy Statement was revised or materially changed. We, jointly and severally, acknowledge receipt of a complete copy of the within escrow instructions and by our signatures set forth below, acknowledge that we have read and understand and agree to the same in their entirety. BY SIGNING BELOW, EACH PARTY ,SIGNING THE FOREGOING TERMS CONDITIONS, PROVISIONS AND INSTRUCTIONS TOGETHER WITH THE GENERAL PROVISIONS SET OUT HEREIN THESE INSTRUCTIONS HAS READ AND APPROVES, ACCEPTS AND AGREES TO BE BOUND. THE UNDERSIGNED BUYER (S) AND SELLER. (5) ACKNOWLEDGES RECEIPT OF A COPY OF THESE INSTRUCTIONS. Seller(s) Buyer(s) ,1%4 sheiia a e ov 29, 2022 10:16 PST) C,arnsey Corp City Of Santa Ana, a Charter City And Municipal, Corp Seller(s) InitialssAv Page 9 Buyer(s) Initials City Council 16 — 21 12/6/2022 EXHIBIT "C" When recorded, please mail this instrument and tax statements to: Clerk of the Council City of Santa Ana 20 Civic Center Plaza, M-30 Santa Ana, California 92701 Free recording requested by THE CITY OF SANTA ANA PER GOVERNMENT CODE SECTION 6103. GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE CANCEL TAXES X APPROVED AS TO FORM BY ATTY. APPROVED BY DIRECTOR DESCRIPTION WRITTEN BY DESCRIPTION CHECKED-O.K. A. P. N. 005-142-03 R/W MAP NUMBER PROJECT NUMBER 841 North Garnsey Street, Santa Ana, CA 92701 DEED NUMBER GRANT DEED FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Garnsey Corp, a Delaware Corporation Do Hereby Grant to the CITY OF SANTA ANA, a charter city and municipal corporation duly organized under the Constitution and laws of the State of California, for public purposes, all that real property in the City of Santa Ana, Orange County, State of California, located at 841 North Garnsey Street, Santa Ana, CA 92701, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF; Dated :Nov 29, 2022 Dated : By: sheil450e'�Rov 29, 2022 10:16 PST) City Council 16 — 22 12/6/2022 EXHIBIT "A" THE LAND REFERRED TO HEREIN LS SMJATEDIN THE COUNTY OF OIRANGE, STATE OFCALIFORNIA AND L5 DE5CRISM its FOLLOWS: LOT 31 OF THE WAKEHAM TRACT, IN THE OIiY OF SANTA ANA, COUNTY OF OPANCE, STATE OF F-AUFORNIAti, AS SHOWN ON A MAR RECORDED IN 6001E 8, PAGE 3 OF M1$CEIAANC0US MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COU NTY, EXCEPTING THEREFROM A STRIP OF LANE] 2 FEET WIDE OFF THE WEST SIDE OF SAID LOT AS CONVEYED TO THE LTrV OF SANTA ANA, BY DEED RECORDED IN BOOT: 205, PAGE 392 OF DEEDS, RECORDS OF ORANGE COUN f, CALIFORNIA. ASSESSOR'S PARCEL NUMI1ER; 005-142-02 City Council 16 — 23 12/6/2022 ACKNOWLEDGEMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 63If-M92111150]YS1_1M1101V2U_1 COUNTY OF ) On before me, , Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) City Council 16 — 24 12/6/2022 EXHIBIT "D" AMERICAN RESCUE PLAN ACT FINDINGS The Purchase Price includes the use of American Rescue Plan Act funds that pursuant to 31 C.F.R. Section 35.6(b)(3)(ii)(A)(11) should be for "A program, service, capital expenditure, or other assistance that is provided to a disproportionately impacted household, population, or community" that meets the following purpose(s): (N) Investments in communities to promote improved health outcomes and public safety such as parks, recreation facilities, and programs that increase access to healthy foods. The proposed park/open space for which this parcel is being acquired has total capital expenditures of greater than or equal to $1 Million, but less than $10 million has the following written justifications: The proposed park/open space was detailed as Project 22-1342: Addition of Park/Open Space — Site Acquisitions, Expenditure Category: 2.22, Strong Healthy Communities: Neighborhood Features that Promote Health and Safety in The City of Santa Ana 2022 Recovery Plan Performance Report. The project goal is to purchase additional open space for the 10th/Flower Properties for the development of a park with Outcome Measures to create additional open space that promotes health and safety. Project 22-1342 is in Qualified Census Tract 750.02 and was identified as providing Services to Disproportionately Impacted Communities (EC 3) to allow the addition of a park/open space area that will consist of an expansion of green space and allow for healthy activities for our community members to participate in; and would improve the health and wellbeing of residents through exercise and activity. City Council 16 — 25 12/6/2022 PSA 841 N Garnsey - revised 11-28-22 Final Audit Report 2022-11-29 Created: 2022-11-29 By: Perla Zuniga (pzuniga@santa-ana.org) Status: Signed Transaction ID: CBJCHBCAABAAE7mwchgYPIGGZNgg7_QUdZ8IMuaW1g9x "PSA 841 N Garnsey - revised 11-28-22" History Document created by Perla Zuniga (pzuniga@santa-ana.org) 2022-11-29 - 5:55:26 PM GMT- IP address: 98.153.69.210 Document emailed to sheila alvarez (sheila@nationonere.com) for signature 2022-11-29 - 6:04:33 PM GMT Email viewed by sheila alvarez (sheila@nationonere.com) 2022-11-29 - 6:07:48 PM GMT- IP address: 104.28.85.123 Document e-signed by sheila alvarez (sheila@nationonere.com) Signature Date: 2022-11-29 - 6:16:25 PM GMT - Time Source: server- IP address: 172.89.32.236 Agreement completed. 2022-11-29 - 6:16:25 PM GMT a AdvkW&MWa ign 16 - 26 12/6/2022 Community Development Agency santa-ana.org/cd Item # 17 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Approve Street Outreach and Engagement Agreement with City Net AGENDA TITLE: Approve an Agreement with City Net to Provide Street Outreach and Engagement Services for Quality -of -Life Services, in an Amount not to Exceed $2,801,700.10 beginning January 1, 2023 through December 31, 2023 (Non -General Fund and Revive Santa Ana Program) RECOMMENDED ACTION 1. Authorize the City Manager to execute an agreement with City Net in an amount not to exceed $2,801,700.10 for the Santa Ana Multidisciplinary Street Outreach and Engagement (SMART) Program that responds to reports for quality -of -life services from January 1, 2023 through December 31, 2023, with provision for three (3) optional one-year extensions as authorized by the City Manager, subject to non -substantive changes approved by the City Manager and City Attorney. 2. Authorize the City Manager to execute agreements required by state or federal agencies for the use of HHAP and ARPA funding. DISCUSSION City Net (City Net is a DBA of Kingdom Causes, Inc.) was founded in 2003 to address homelessness in the City of Long Beach that would collaborate with faith -based organizations, non -profits, and city departments. Their efforts led to a 26% reduction in homelessness in the City of Long Beach, and since then City Net has become recognized as one of the largest and effective providers of street outreach and engagement services. Their program has been utilized by the cities of Anaheim, Bellflower, Brea, Buena Park, Costa Mesa, Chula Vista, Corona, Cypress, Fullerton, Garden Grove, La Habra, La Palma, Lake Forest, Newport Beach, Placentia, San Clemente, Santa Barbara, Santa Maria, Stanton, Temecula, Tustin and Westminster. Counties such as Orange, Riverside and Santa Barbara have contracted with City Net to address homelessness along flood control properties, parks, and other county properties. City Net focuses on a collaborative approach with agencies to help direct individuals from living on the streets to obtaining shelter "street exits." As an experienced service provider, the City of Santa Ana (City) partnered with City Net through a small grant funded through the Department of Housing and Urban Development in 2016 for outreach and engagement services. This initial grant led to case management services provided to City Council 17 — 1 12/6/2022 Approve Street Outreach and Engagement Agreement with City Net December 6, 2022 Page 2 400 unhoused individuals in and around the Civic Center on a limited hours contract. City Net provides subject matter experts who are highly trained in crisis intervention, mental health, addiction, and medical services as they work cooperatively with the City to assist homeless individuals out of homelessness. In 2019 to increase outreach and engagement services, the City expanded City Net's contract to five (5) days per week from 7 a.m. to 5:30 p.m. and teamed up with Santa Ana Police Department to respond to calls together two (2) days per week. The City wanted to provide an effective response to those experiencing homelessness by contracting with a homeless service provider to transition calls for service to subject matter experts trained in crisis intervention, mental health, addiction, and medical services. Following a competitive bid process via Request for Proposals No. 21-061 (RFP), the City Council approved Agreement No. A-2021-196 with City Net to commence a street outreach and engagement pilot program. In 2021, the City of Santa Ana engaged City Net as a non -law enforcement led, homeless outreach and engagement resource. City Net has provided responsive outreach and engagement with those individuals currently experiencing homelessness through a dedicated dispatch center, integration via the mySantaAna App and established relationships with virtually all City Departments including the Santa Ana Police Department. Street outreach efforts in Santa Ana are systematic, coordinated and comprehensive. City Net provides the City, trauma informed outreach and engagement activity with individuals who often require consistent and ongoing contacts before they choose to accept services. It is persistent outreach and encouragement by outreach workers that may lead to shelter, mental health treatment, substance abuse treatment, or a permanent housing option. It is not uncommon for many to resist group shelter, wanting a space to call their own. For those contacts where, emergency shelter is not an option, case management occurs on our streets. Santa Ana's Multi -Disciplinary Homeless Response Team, the SMART program, is designed to respond not only to the immediate crisis of homelessness, but also to contribute to the longer -term healing of homeless individuals. SMART goals were established as follows: 1. Exit homeless individuals from the streets of Santa Ana, 2. Divert 500 calls a month for non -emergency, homeless related services, 3. Provide COVID-19 information and interventions, and 4. Develop a regional response to homelessness through the Orange County Continuum of Care. An added benefit of SMART is to provide trained outreach staff the opportunity to work with the unhoused in the City and help lessen the impact on police services. From 2017 to 2020, the Santa Ana Police Department experienced an increase of 82% in calls for service related to homelessness. City Council 17 — 2 12/6/2022 Approve Street Outreach and Engagement Agreement with City Net December 6, 2022 Page 3 One of the beneficial program goals of SMART is to divert 500 calls per month for non - emergency, non-violent, homeless -related services to City Net. During the first six months of SMART's activities and over 1,000 homeless -related calls were diverted on a monthly basis as determined by a detailed examination of the SMART Pilot Program (Exhibit 3). This evaluation of the SMART pilot program includes a detailed analysis of the services provided. Throughout the SMART program Santa Ana Police Department continues responding to calls for service (9,758 transient -related calls); however, the SMART program allowed City Net staff to respond to 4,383 additional calls for service. The SMART response to calls for service is very important because it helps divert non-violent, non -emergency related calls to City Net trained staff and lessen the impact on the Santa Ana Police Department. This diversion of calls appropriately provides the correct response to the SMART program and allows police services to focus on calls for service for criminal activity. The 4,383 calls diverted to City Net is a result of public outreach and marketing of the SMART hotline. These calls for service were comprehensively analyzed to obtain an indicator of responsiveness of SMART services. Incoming Calls/mySanta Ana app Referrals Received — 4,383 Dec. 1, 2021 to May 17, 2022 Direct Calls 2,784 Calls Directed from SAPD/OCFA 589 mySantaAna app requests 570 City Net call for service identified homeless issue in the Field 440 As an indicator of responsiveness of SMART services, average response times to 4,383 calls was 32 minutes, with a time on scene of 21 minutes (see page 5 of Exhibit 3). After analyzing the service calls provided to City Net staff, data analyzed to determine the effectiveness of the response to calls for service provided by SMART. The contact with individuals in the field resulted in the following: • 1,399 individuals contacted (name and date of birth details were obtained), • 472 street exits to shelters (average of two (2) street exits per day), and • 987 individuals enrolled in case management through the countywide homeless management information system and the countywide coordinated entry system (see page 4 of Exhibit 3). City Council 17 — 3 12/6/2022 Approve Street Outreach and Engagement Agreement with City Net December 6, 2022 Page 4 Street exits are difficult to obtain and often involve multiple contacts with the same individual to convince them that it is time to get off the street and into shelter, permanent support housing or housing with family or friends. Given these results increasing the contract with City Net will achieve continued services that are critical to address homelessness in the City. On July 19, 2022, City Council approved a six-month amendment to extend the pilot program agreement with City Net through December 31, 2022, and directed staff to continue analyzing the program and identify achievable performance metrics that would be codified within the next SMART contract. Staff and City Net worked together to address City Council direction by incorporating specific performance metrics highlighted by involved Departments as areas where increased outreach could enhance the City's overall mission to reduce homeless activity. To ensure City Net is meeting overall metrics (with particular emphasis on street exits) during the proposed Agreement with City Net (January 1, 2023 through December 31, 2023 with three (3) optional one-year extensions), the proposed SMART contract withholds ten percent (10%) of the total contract value pending a quarterly evaluation of performance by City staff. City Net will submit a refined monthly report to capture information for staff to compare to previous months and determine if they are on track to meet the quarterly goal. These transparent data reports will provide a new level of insight into who is assisted and how the overall rehousing system works. Staff will use these reports to make data driven decisions regarding future program funding, recognizing gaps in populations served and types of services needed. City Net's deliverables for the first year of this Agreement will include the below listed specific metrics, which must be achieved in order for the remaining 10 percent of the contract to be released to City Net: Quarterly Goal Annual Goal Street Exits 150 600 Outreach Contacts 1,312 5,250 COVID-19 Engagements 125 500 Calls Dispatched 1,750 7,000 Case Management 200 800 Since the inception of the SMART in December 1, 2021, City Net has made over 5,826 street contacts and has exited over 976 individuals from the streets of the City and handled 11,017 dispatched calls as of November 27, 2022 (see Exhibit 2). After evaluation, City staff believes that SMART proved to be successful and recommends awarding a new agreement with City Net to allow for the provision of services through City Council 17 — 4 12/6/2022 Approve Street Outreach and Engagement Agreement with City Net December 6, 2022 Page 5 calendar year 2023 with three (3) optional one-year extensions as authorized by the City Manager. FISCAL IMPACT Fiscal Accounting Fund Description Accounting Unit, Amount Year Unit -Account Account Description FY 22-23 18118013-69135 American Rescue Plan ARPA-CDA, Payment $1,173,500 Act to Subagent FY 22-23 12218716-69135 Emergency and Health HHAP 2 — $ 250,000 Grants Payment to Subagent FY 23-24 12218717-69135 Emergency and Health HHAP 3 — $1,378,200.10 Grants Payment to Subagent Total $2,801,700.10 Funding may vary slightly depending upon budget remaining from Fiscal Year 22-23 invoices for street outreach and engagement services. EXHIBIT(S) 1. Agreement with City Net 2. City Net Pictograph 3. Evaluation of SMART Program 4. PowerPoint — Smart Pilot Program Submitted By: Michael L. Garcia, Executive Director of Community Development Approved By: Kristine Ridge, City Manager City Council 17 — 5 12/6/2022 AGREEMENT BETWEEN THE CITY OF SANTA ANA AND KINGDOM CAUSES, INC. DBA CITY NET FOR STREET OUTREACH AND ENGAGEMENT SERVICES THIS STREET OUTREACH AND ENGAGEMENT AGREEMENT ("Agreement") is made and entered into on this 6th day of December, 2022, by and between Kingdom Causes, Inc., dba City Net, a California nonprofit corporation ("Contractor'), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. In April, 2021, the City released Request for Proposals #21-061 ("RFP") for the Homeless Outreach — Street Outreach and Engagement pilot program in the City of Santa Ana, which is service delivery for the specific purpose of reaching out to unsheltered homeless neighbors; connecting them with emergency shelter, housing, or critical services; and providing urgent, non -facility -based care. The RFP allowed for selection of vendor to provide services for up to two (2) years with extensions. B. On October 6, 2021, the Parties entered into Agreement #A-2021-096 for said services and included the RFP as an exhibit to the Agreement #A-2021-096. On July 19, 2022, City Council approved a six-month amendment to extend Agreement #A-2021-096 with City Net through December 31, 2022. C. City seeks a Contractor which is qualified by experience, preparation, organization, staffing and management to operate programs on behalf of homeless individuals and is familiar with existing homeless services in the City. The City finds that the pilot program with City net was successful. Therefore, under the scope of the RFP, and by the services provided under Agreement #A-2021-096, the City seeks to engage Contractor to continue its Street Outreach and Engagement services in the City of Santa Ana consistent with requirements and term provided in the RFP. D. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Contractor shall perform during the term of this Agreement, the tasks and obligations, including all labor, materials, tools, equipment, and incidental customary work, required to fully and adequately complete the services described and set forth in the Scope of Work attached hereto as Exhibit A. City Council 17 — 6 12/6/2022 2. COMPENSATION a. City agrees to pay, and Contractor agrees to accept as total payment for its services for City, the rates and charges detailed in the Budget attached hereto as Exhibit B. The total sum to be expended during the term of this Agreement shall not exceed $2,801,700.10, including any extension periods exercised under Section 3. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made, or shall be refunded, for work that fails to meet the standards of performance set forth in the Recitals, which may reasonably be expected by City. C. The compensation required pursuant to this Agreement will be paid by City to Contractor from multiple federal, state, and local funding sources (each individually a "Funding Source" and cumulatively the "Funding Sources"), including, but not limited to, the following: i. HHAP ii. ARPA Contractor will be required to enter into a separate funding agreement for each Funding Source. Contractor will be required to comply with all requirements of each Funding Source, as detailed in the separate funding agreements. The total amount of compensation in said funding agreements shall count toward the total amount due and owing from City to Contractor under this Agreement, not compensation in addition to the total amount of this Agreement. If Contractor does not execute any of the separate funding agreements, Contractor will forfeit that amount of funding from that Funding Source, and City will have the option to terminate this Agreement pursuant to the terms of Section 15, below. Additionally, in the event any Funding Source is reduced by 25% or more, City will have the option to terminate this Agreement pursuant to the terms of Section 15, below. 3. TERM This Agreement shall commence on January 1, 2023, and continue through December 31, 2023, unless terminated earlier in accordance with Section 15 below. The term of this Agreement may be extended up to three (3) additional one (1) year terms upon a writing executed by the City Manager and City Attorney. 4. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall City Council 17 — 7 12/6/2022 it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 5. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 6. INSURANCE Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Contractor, its agents, representatives, employees, or subcontractors. a. MINIMUM SCOPE AND LIMIT OF INSURANCE Coverage shall be at least as broad as: 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1(any auto), or if Contractor has no owned autos, Code 8 (hired) and 9 (non -owned), with limit no less than $1,000,000 per accident for bodily injury and property damage. (Not required if an automobile is not required to fulfill services.) City Council 17 — 8 12/6/2022 3. Workers' Compensation: insurance as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Professional Liability (Errors and Omissions): Insurance appropriates to the Contractor's profession, with limit no less than $2,000,000 per occurrence or claim, $2,000,000 aggregate. (If applicable.) 5. Sexual Abuse or Molestation (SAM) Liability: If the work will include contact with minors, and the CGL policy referenced above is not endorsed to include affirmative coverage for sexual abuse or molestation, Contractor shall obtain and maintain a policy covering Sexual Abuse and Molestation with a limit no less than $1,000,000 per occurrence or claim. 6. If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. b. Other Insurance Provisions — The insurance policies are to contain, or be endorsed to contain, the following provisions: 1. Additional Insured Status: The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance (at least as broad as ISO Form CG 20 10 11 85 or if not available, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if a later edition is used). 2. Primary Coverage: For any claims related to this contract, the Contractor's insurance coverage shall be primary coverage at least as broad as ISO CG 20 0104 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. 3. Notice of Cancellation: Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the City. 4. Waiver of Subrogation: Contractor hereby grants to City a waiver of any right to subrogation which any insurer of said Contractor may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. 5. Self -Insured Retentions: Self -insured retentions must be declared to and approved by the City. The City may require the Contractor to purchase coverage City Council 17 — 9 12/6/2022 with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self - insured retention may be satisfied by either the named insured or City. 6. Acceptability of Insurers: Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City. 7. Claims Made Policies: If any of the required policies provide coverage on a claims -made basis: 1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work. 2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. 3. If coverage is canceled or non -renewed, and not replaced with another claims -made policy form with a Retroactive Date prior to the contract effective date, the Contractor must purchase "extended reporting" coverage for a minimum of five (5) years after completion of contract work. 8. Verification of Coverage: Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. 9. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 10. Special Risks or Circumstances: City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 7. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and City Council 17 — 10 12/6/2022 hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 8. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. 9. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 10. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential Information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential Information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that: (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor, disclosed in a publicly available source; (c) is in rightful possession of the City Council 17 —11 12/6/2022 Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or, (e) is independently developed by the Contractor without reference to information disclosed by the City. 11. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 12. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 13. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein. 14. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services that are the subject to this Agreement performed by City personnel or by other contractors retained by City. 15. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: City Council 17 — 12 12/6/2022 a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. JURISDICTION - VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 18. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 19. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 City Council 17 — 13 12/6/2022 Santa Ana, CA 92702-1988 Fax: 714- 647-6956 With courtesy copies to: Executive Director Community Development Agency City of Santa Ana 20 Civic Center Plaza (M-25) P.O. Box 1988 Santa Ana, California 92702 Fax: To City Net: Brad Fieldhouse Executive Director City Net PO Box 90243 Long Beach, CA 90809 323-485-8881 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded. 20. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. (Signatures on following page) 19 City Council 17 — 14 12/6/2022 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. arV-*19 CITY OF SANTA ANA Kristine Ridge Clerk of the Council City Manager APPROVED AS TO FORM: SOMA R. CARVALHO CITY NET: City Attorney By: Jose Montoya Assistant City Attorney RECOMMENDED FOR APPROVAL: Michael Garcia Executive Director Community Development Agency Brad Fieldhouse Executive Director City Council 17 — 15 12/6/2022 EXHIBIT A Scope of Work City Council 17 — 16 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Proiect Overview City Net respectfully proposes to continue the innovative response to traditional street outreach and engagement in the form of the Santa Ana Multi -Disciplinary Response Teams (SMART). SMART provides an immediate response to calls for service to the city and to the Santa Ana Police Department (SAPD) that deal with quality -of -life issues that do not rise to the level of criminal activity or public safety. These calls for service generally regard homelessness, individuals dealing with mental health concerns and substance abuse. The city of Santa Ana will divert calls from SAPD and from other city agencies to SMART teams to provide street outreach and engagement services that were previously provided by SAPD. The goal is to transition calls to subject matter experts who are highly trained in their profession of homeless services, crisis intervention, mental health, addiction and medical services in order to provide the best response to those in need. These experts rely on trauma informed techniques to de-escalate situations and bring them to a non-violent resolution. SMART teams only request the SAPD to respond if the situation presents criminal activity or public safety concerns. Multi -disciplinary teams consist of homeless services outreach workers and a dedicated live call center with trained dispatchers. Outreach teams have direct access to professionals in the fields of medical health, mental health and behavioral health to provide specialized interventions in the field as needed without the need for an additional call. Teams will work across the city seven days a week from 7:00 am-9:00 pm responding to the community's needs for homeless services interventions. Goals 1. Exit homeless neighbors from the streets of Santa Ana. 2. Divert homeless services calls that do not rise to the level of criminal activity or public safety from the city and from SAPD to multi -disciplinary team of homeless services professionals. 3. Provide safe COVID information and interventions to vulnerable homeless neighbors. 4. Develop a pilot for a regional response to homelessness that connects homeless neighbors to housing solutions throughout the region, through full participation in the Orange County Continuum of Care (CoC). Compensation Tied to Performance The city of Santa Ana will withhold ten percent of the total contract value pending a quarterly evaluation of performance to ensure City Net is meeting overall objectives, with particular emphasis on street exits. As City Net achieves quarterly street exit goals (see below), the city will reimburse 2.5% of the value of the contract per quarter. If goals are not met, this money will be withheld pending comprehensive performance review. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 City Council 17 — 17 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Deliverables (see endnotes for descriptions of terms below) City Net will provide street outreach and engagement services to 5,250 (duplicated) homeless neighbors in Santa Ana, with 600 (unduplicated) persons linked to shelter and housing: Quarterly Goal Annual Goal Street Exits' 150 600 Outreach Contacts" 1,312 5,250 COVID-19 Engagements"' 125 500 Calls Dispatched'" 1,750 7,000 Case Management 200 800 Program Performance Outcomes Matrix 2023 Santa Ana SMART L L LA t In 0 U 4-1 N J 0 N f0 1= L� C > ° L Mo 0 �, 3 v 1= d 0 V 0 w Performance Outcome Outcome Metric Street Exits 150 street exits/quarter C A I R I I Outreach Contacts 1,312 Outreach Contacts/quarter C A I R I I I COVID Engagements 500 COVID engagements/quarter C A I R I I Case management 200/quarter C A I R I I I Calls dispatched 1,750 calls dispatched/quarter C A R I I I Mental Health Assessments 10 mental health assessments/quarter C A I C R I I Data Quality (HMIS) 100% complete/timely data C A C R I Kev Responsible (R): Those who do the work to achieve the task. Accountable (A): The one ultimately accountable for the correct and thorough completion of the deliverable or task, and the one to whom Responsible staff are accountable. There is only one person accountable for each task or deliverable. Consulted (C): Those whose opinions are sought; and with whom there is two-way communication. Informed (1): Those who are kept up-to-date on progress, often only on completion of the task or deliverable; and with whom there is just one-way communication. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 2 City Council 17 — 18 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Types of Services City Net street outreach services include services in the following categories: engagement services, case management, emergency health, emergency mental health, transportation, services for special populations, and COVID-19 services. These activities are intended to help homeless neighbors obtain appropriate supportive services, including assistance in obtaining permanent housing, medical health treatment, mental health treatment, counseling, supervision, and other services essential for achieving independent living. Supportive services may include providing access to and assistance in obtaining: • Medicaid/Medi-Cal • Women, Infants and Children (WIC) • Food Stamps/Cal-Fresh/EBT • Federal -State Unemployment Insurance Program • Social Security Disability Insurance (SSDI) • Supplemental Security Income (SSI) • General Relief (GR) • Other mainstream resources such as housing, health, social services, employment, education services and youth programs that an individual or family may be eligible to receive. Engagement Services Engagement Services are activities to locate, identify, and build relationships with unsheltered homeless individuals to offer immediate support, intervention, and connections with homeless assistance programs and/or mainstream social services and other housing programs. Specific activities include: • Conducting an initial assessment of client needs and eligibility • Providing informal crisis counseling • Addressing urgent physical needs, such as providing meals, blankets, clothes, or toiletries • Actively connecting and providing information and referrals to needed services. Case Management Case management activities to assess housing and service needs and arrange, coordinate and/or monitor the delivery of individualized services. Specific activities include: • Assessment and intake using HMIS • Conducting initial evaluations including, verifying and documenting eligibility • Counseling • Developing/securing/coordinating services • Helping obtain Federal, State, and local benefits • Monitoring and evaluating program participant progress in particular programs • Providing information and referrals to other providers City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 3 City Council 17 — 19 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work • Developing an individualized housing stabilization plan that leads to the attainment of stable permanent housing. Emergency Health City Net will refer homeless neighbors to emergency health services to the extent that other customary emergency health services and treatments are unavailable or inaccessible to the homeless neighbor. An example of emergency health services to which City Net will refer homeless neighbors is outpatient treatment of urgent medical conditions by licensed medical professionals in community -based settings (e.g., streets, parks, and campgrounds) to those eligible participants unwilling or unable to access emergency shelter or an appropriate healthcare facility. City Net may assist healthcare professionals in the case management aspects of the following activities: • Assessing health problems and developing treatment plans • Assistance in understanding health needs • Providing directly or assisting to obtain appropriate emergency medical treatment • Providing medication and follow-up services. Emergency Mental Health City Net will refer homeless neighbors to emergency mental health services to the extent that other customary emergency mental health services and treatments are unavailable or inaccessible to the homeless neighbor. An example of emergency health services to which City Net will refer homeless neighbors is outpatient treatment of urgent mental health conditions by licensed professionals in community -based setting (e.g., streets, parks, and campgrounds) to those eligible participants unable or unwilling to access emergency shelter or an appropriate mental health care facility. City Net may assist mental healthcare professionals in the case management aspects of the following activities: • Crisis intervention • Prescription of psychotropic medications • Explanation about the use and management of medications • Combinations of therapeutic approaches to address multiple problems. Transportation Occasionally, City Net may engage in transportation activities, including: • Transporting unsheltered people to emergency shelters, emergency health, emergency mental health, or other service facilities • Provision of public transportation for participants • Transportation costs (bus tickets, gas, minor car repairs, etc.) to assist homeless neighbors to relocate out of the region, provided they have permanent housing there. • Assisting program participants to use public transportation. Services for Special Populations City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 4 City Council 17 — 20 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Services for special populations are essential services that have been tailored to address the special needs of homeless youths, victims of domestic violence, dating violence, sexual assault, or stalking, including connections to services offered by rape crisis centers, domestic violence shelters, and other organizations that serve persons who meet the HUD homeless definition and have special needs. Food and Emergency Services Food and other emergency services will be given to clients primarily as they first move into housing and for emergency circumstances. During the duration of their tenancy, clients will be connected to food banks and service agencies in the community as their primary resource for emergency needs. COVID-19 Services COVID-19 has caused widespread concern for the health and safety of those experiencing homelessness, as well as concern for the environment and safety of greater community members and visitors. Living unsheltered may allow people to increase physical distance between themselves and others. However, sleeping outdoors does not provide protection from the environment, personal safety, adequate access to hygiene and sanitation facilities, or connection to services and healthcare. During the pandemic, City Net's street outreach and engagement staff are ensuring that unsheltered homeless neighbors have access to services and updated information about COVID-19, by working to: • Provide information to educate people about COVID-19: where they can get tested, how it spreads, health impacts, common symptoms, and other features of the disease. • Use health messages and materials developed by credible public health sources, such as local and state public health departments or the Centers for Disease Control and Prevention (CDC). • Provide educational materials about COVID-19 for non-English speakers, those with low literacy or intellectual disabilities, and people who are hearing or vision impaired. • Ensure communication with clients about changes in homeless services policies and/or changes in physical location of services such as food, water, hygiene facilities, regular healthcare, and behavioral health resources. • Provide health and hygiene interventions: o Recommend that all clients wear masks any time they are around other people, noting exceptions such as young children under age 2, anyone who has trouble breathing, or is unconscious, incapacitated, or otherwise unable to remove the mask without assistance. o Provide clients with hygiene materials including items such as hand sanitizer, soap, shampoo, cleansing wipes, socks, blankets, non-perishable snacks, bottled water, sunscreen, gloves, toothbrush, toothpaste, and other items depending on client needs. o Discourage clients from spending time in crowded places or gathering in large groups, for example at locations where food, water, or hygiene supplies are being distributed. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 5 City Council 17 — 21 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work o If it is not possible for clients and staff to avoid crowded places, encourage spreading out (at least 6 feet between people) to the extent possible. • Encourage proper waste disposal to prevent spread of disease and minimize risk. • Continue providing linkages to homeless services, housing, medical, mental health, and substance use treatment, including provision of medication -assisted therapies. • Maintain up-to-date contact information and areas frequented for each person. • Coordinate, integrate, and leverage resources to maximize impact of services for individuals who are experiencing homelessness. • Engage individuals and families not yet working with a CES Partner Agency, with a primary focus on unsheltered families and individuals in encampments. • Conduct frequent visits to encampments known to have persons experiencing homelessness throughout the city. General Approach City Net engages in street outreach services for homeless neighbors as described below. Housing First All City Net programs are informed by and consistent with Housing First principals. Housing First is an approach to serving people experiencing homelessness that recognizes a homeless person must first be able to access a decent, safe place to live, that does not limit length of stay (permanent housing), before stabilizing, improving health, reducing harmful behaviors, or increasing income. Under the Housing First approach, anyone experiencing homelessness is connected to a permanent home as quickly as possible, and programs remove barriers to accessing the housing, like requirements for sobriety or absence of criminal history. It is based on Maslow's hierarchy of needs: people must access necessities —like a safe place to live and food to eat —before being able to achieve quality of life or pursue personal goals. Finally, Housing First values choice not only in where to live, but whether to participate in services. Trauma -Informed Care City Net assumes that individuals and families who are homeless have been exposed to trauma. Research has shown that individuals who are homeless are likely to have experienced some form of previous trauma; homelessness itself can be viewed as a traumatic experience; and being homeless increases the risk of further victimization and retraumatization. Therefore, our programs, policies and procedures are designed not only to respond to the immediate crisis of homelessness, but also to contribute to the longer -term healing of homeless individuals. Trauma - Informed Care (TIC) offers a framework for providing services to traumatized individuals within a variety of service settings, including homelessness service settings. Since trauma also influences how people approach and respond to services, City Net strives to recognize City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 [1 City Council 17 — 22 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work trauma symptoms, acknowledge the role that trauma has played in clients' lives, and better understand and address the needs of those with trauma histories. The goal of this approach is to avoid retraumatization and exacerbation of trauma symptoms. This change in understanding can be illustrated by the difference between the questions "What's wrong with you?" vs. "What has happened to you?" While the terms violence, trauma, abuse, and post -traumatic stress disorder (PTSD) are frequently used interchangeably, it is useful to think of trauma as a response to violence or other overpowering negative experience such as abuse. Trauma refers to both the event and the particular response to an event. PTSD is one type of disorder resulting from trauma. Becoming "traumatized" varies greatly among individuals, and not everyone exposed to a potential traumatic event will be traumatized. Trauma begins with an event or experience that overwhelms normal coping mechanisms. There are physical and psychological reactions —which are normal —in response. Retraumatization refers to the psychological and/or physiological experience of being "triggered," i.e., when an environmental cue related to the trauma —such as a smell or a sound —triggers a full fight -or -flight response. Although environmental triggers cannot be eliminated, City Net seeks to create an environment — both a physical environment, and a framework of compassionate understanding in which the trauma survivor feels safe. Motivational Interviewing City Net employs Motivational Interviewing (MI) techniques in its programs. MI is a counseling method that helps people resolve ambivalent feelings and insecurities to find the internal motivation they need to change their behavior. It is a practical, empathetic, and short-term process that takes into consideration how difficult it is to make life changes. The core components of MI are to: • Express and show empathy towards clients • Support and articulate discrepancies between clients' goals and choices that take them away from goals • Deal with resistance without confrontation • Support self -efficacy • Support client autonomy Continuum of Care Participation Since the inception of our work in Santa Ana in 2016 (when we were contracted to offer meals, supportive services and case management at the Courtyard in a county contract), City Net has been a full participant in the Orange County Continuum of Care (CoC). City Net staff are regular participants in CoC Coordinated Entry System (CES) case conferencing meetings, data committee meetings, street outreach and engagement committee meetings, among City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 7 City Council 17 — 23 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work others. In addition, City Net Chief Program Officer Jessica Bruce co-chairs the CoC Street Outreach Committee, and City Net Executive Vice President Matt Bates is an elected member of the CoC Board of Directors, and an appointee to the Systems, Policies and Procedures committee and is a CoC Board of Directors representative on the Commission to End Homelessness. HMIS All clients in this proposed project will be entered into/screened through the Orange County Homeless Management Information System (HMIS) and, as appropriate for prospective candidates, the Coordinated Entry System (CES). City Net staff are trained in these systems, and our written policies and procedures state their work must be coordinated through these systems. In addition to assuring that resources flow to the most vulnerable homeless individuals (through CES), these systems also provide a safeguard against duplication of services because we can see in HMIS what other services and benefits the client is receiving, as well as the agency who may be providing these services. Our case managers and housing navigators are trained to reach out to their counterparts at these other agencies to confirm provision of services, to case conference, and to clarify any questions around potential duplication. Of relevance to this proposal, in Orange County, City Net has provided assessments and intakes to thousands of clients in partnership with the county, including in the following projects: • Orange County Flood Control Channel (outreach, engagement, bridge housing) • Courtyard Transitional Center (case management, connections to housing) • HEAP/HDAP (outreach and engagement, assessments, housing) • Santa Ana Armory (shelter operations, case management) Permanent Housing Case managers link clients to the Coordinated Entry System (CES) to provide ongoing engagement, document collection, and case management services to facilitate a match to an appropriate permanent housing resource. Case managers also provide services in the context of CES, which is voluntary and client -centered, with the goal of identifying strengths and client -directed goals, while promoting health, recognition, and well-being with a focus on linking the client to a permanent housing resource and providing the necessary services needed to promote housing stability. Client Referral Process In accordance with our street outreach and engagement policies and procedures, City Net staff record all assessments and subsequent services in the Homeless Management Information System (HMIS), which requires them to enter and maintain timely and complete client data. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 H-* City Council 17 — 24 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work City Net Case Managers and Housing Navigators are oriented to and trained in resources, homeless services, and organizations for collaboration and referral. They are highly trained to connect residents to shelter and housing resources, including in case managing clients from the streets into permanent supportive housing through CES. Staff representatives attend the local CoC meetings-- Homeless Provider Forum, Case Management Forum, Implementation Committees and the like. Resource lists are updated regularly and kept on -site. Protocols for offering and accepting referrals from other agencies are reviewed by staff, updated, shared, and kept in a manual in the City Net offices. City Net will refer homeless neighbors to emergency health and/or emergency mental health services to the extent that other customary emergency health services and treatments are unavailable or inaccessible to the homeless neighbor. A referral example is outpatient treatment of urgent medical conditions by licensed medical professionals in community -based settings (e.g., streets, parks, and campgrounds) to those eligible participants unwilling or unable to access emergency shelter or an appropriate healthcare facility. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 E] City Council 17 — 25 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Reporting City Net will submit weekly dashboard reports that provide totals from the previous week and cumulative totals from project inception. Monthly, quarterly, and Project -to -Date reports, with cumulative data will be produced periodically and upon request. The following data elements will be included: • Outreach Contacts • Case Management • Street Exits • COVID-19 Engagements • Calls Dispatched A sample weekly report is copied here: OCTOBER 3 - 912022 City Net — r.� SANTA ANA, CALI FOPN IA CNN WEEKLY TOTALS 103 41 22 18 OUTPLACH CONTACTS CASE MANAGEMENT STREET EX r5 CUVID-19 ENGACEMENTS WEEKLY COMPLETED OUTREACH CONTACTS — Garden Grove North faeLr wesbninsker • • • 9A%ba cP • • Tustin s ` • �. .� Faurtlgin � � U vaney •O • v Contacts On the maptrcits,a?:�ec::. fines are confirmed Sar. . rATT urvry r��g WEEKLY CALLS DISPATCHED 243 my5anta3na . Ptwctive Contact Calls DispatcheJ o so sc aoc City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 10 City Council 17 — 26 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work Street Exits are defined by HUD and enumerated in the HUD systems performance report, and City Net uses these designations for all street exits achieved through the efforts of two or more agencies working together within the context of the homeless collaborative in the city. HUD designates some of these street exits as "temporary" and some as "permanent", and City Net exercises discretion to count as exited those homeless neighbors who have a reasonable plan in place to move from temporary shelter to permanent housing. Street exits may also reflect duplicated numbers as individuals may enter, then exit, then reenter shelter/housing multiple times during the reporting period, and HUD guidelines require that City Net count these as multiple street exits even when referring to a single individual. Outreach Contacts reflect the number of interactions for the specific purpose of reaching out to unsheltered homeless neighbors in a process of building trust and offering support toward the long-term goal of connecting them with emergency shelter, housing, or critical services; and providing urgent, non -facility -based care. These activities are intended to help homeless neighbors to obtain appropriate supportive services, including assistance in obtaining permanent housing, medical health treatment, mental health treatment, counseling, supervision, and other services essential for achieving independent living; housing stability case management; and other Federal, State, local, or private assistance available to assist the program participant in obtaining housing stability. This number can include multiple contacts with a single individual within any given reporting period. COVID-19 Engagements reflect the number of interactions by City Net's street outreach and engagement staff to ensure that unsheltered homeless neighbors have access to services and updated information about COVID-19, by working to: • Provide information to educate people about COVID-19: where they can get tested, how it spreads, health impacts, common symptoms, and other features of the disease. • Use health messages and materials developed by credible public health sources, such as local and state public health departments or the Centers for Disease Control and Prevention (CDC). • Provide educational materials about COVID-19 for non-English speakers, those with low literacy or intellectual disabilities, and people who are hearing or vision impaired. • Ensure communication with clients about changes in homeless services policies and/or changes in physical location of services such as food, water, hygiene facilities, regular healthcare, and behavioral health resources. • Provide health and hygiene interventions: o Recommend that all clients wear masks any time they are around other people, noting exceptions such as young children under age 2, anyone who has trouble breathing, or is unconscious, incapacitated, or otherwise unable to remove the mask without assistance. o Provide clients with hygiene materials including items such as hand sanitizer, soap, shampoo, cleansing wipes, socks, blankets, non-perishable snacks, bottled water, sunscreen, gloves, toothbrush, toothpaste, and other items depending on client needs. o Discourage clients from spending time in crowded places or gathering in large groups, for example at locations where food, water, or hygiene supplies are being distributed. o If it is not possible for clients and staff to avoid crowded places, encourage spreading out (at least 6 feet between people) to the extent possible. • Encourage proper waste disposal to prevent spread of disease and minimize risk. • Continue providing linkages to homeless services, housing, medical, mental health, and substance use treatment, including provision of medication -assisted therapies. • Maintain up-to-date contact information and areas frequented for each person. • Coordinate, integrate, and leverage resources to maximize impact of services for individuals who are experiencing homelessness. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 11 City Council 17 — 27 12/6/2022 City Net 2023 Santa Ana SMART Scope of Work • Engage individuals and families not yet working with a CES Partner Agency, with a primary focus on unsheltered families and individuals in encampments. • Conduct frequent visits to encampments known to have persons experiencing homelessness throughout the city. • Record all assessments and subsequent services in the Homeless Management Information System (HMIS). Enter and maintain timely and complete client data. • Link clients to the Coordinated Entry System (CES) to provide ongoing engagement, document collection, and case management services to facilitate a match to an appropriate housing resource. • Case Management in the context of CES, which is voluntary and client -centered, with the goal of identifying strengths and client -directed goals, while promoting health, recognition, and well-being with a focus on linking the client to a permanent housing resource and providing the necessary services needed to promote housing stability. This number can include multiple contacts with a single individual within any given reporting period. 'v Calls Dispatched refers to the volume of calls that are received and handled by City Net Dispatch. These calls are received from the following sources: Santa Ana First Responders (SAPD, Santa Ana Fire and Rescue, Santa Ana city staff, etc.), Community Calls, and mySantaAna app/web referrals, as well as proactive calls that SMART teams log as they conduct street outreach and engagement on the streets of Santa Ana. Calls Dispatched do not translate 1:1 to Outreach Contacts because SMART may receive multiple calls for a single individual, and, in other cases, teams may arrive on scene but not connect to the individual because the individual has vacated the premises while the team was en route. This number can include multiple contacts with a single individual within any given reporting period. "Case Management reflects the number of homeless neighbors who voluntarily engage in a formal, written case management relationship with City Net. Clients sign permission to allow City Net case managers to work with them to achieve progress on a mutually agreed upon plan to attain housing and supportive services. Case managers follow-up with housed clients for up to 6 months after housing to ensure a successful placement. Active cases are engaged once a week on average and are considered inactive after 90 days of no contact. This is an unduplicated number that changes overtime as former clients exit case management and new clients enroll. City Net — Local Field Office: 611 W. Civic Center Drive, Suite 400, Santa Ana, CA 92705 12 City Council 17 — 28 12/6/2022 EXHIBIT B Budget City Council 17 — 29 12/6/2022 Santa Ana SMART Multidisciplinary Street Outreach V City Net and Engagement with Live Dispatch Cost Proposal Santa Ana SMART, Jan 1, 2023 - Dec 31, 2023 Live phone response, 7 days/week, 9:00am to 9:00pm 2-3 teams, M-F 7:00am to 9:00pm, 1 team Sa-Su, 9:00am to 9:00pm Labor Title/Role Description Fully Loaded Compensation Hrs/ week Wks FTE TOTAL Regional Director Project compliance with management, operations and public safety standards to achieve programmatic outcomes $52.08 8 52.00 0.20 $21,665.28 Program Supervisor Project supervision, staff management $43.21 40 152.00 2.00 1$179,753.60 Dispatch Supervisor Call center supervisor $38.29 20 52.00 0.50 $159,269.55 Lead Dispatch Live call response leader $32.17 20 52.00 0.50 $33,459.11 Dispatch Staff Live call response $27.72 40 52.00 4.00 $230,630.40 Lead Case Managers Outreach and Engagement (O+E) shift leaders $32.17 40 52.00 2.00 $133,836.46 Case Manager II O+E, case management $29.00 40 152.00 12.00 1$723,840.00 Case Manager I O+E, case management, safety and peer specialists $27.72 40 52.00 4.00 $230,630.40 MSW Clinicians O+E, case management $40.63 40 52.00 2.00 $169,012.69 Data Analyst HMIS data entry, reporting, compliance $28.00 30 52.00 0.75 $43,680.00 Executive leadership Project oversight, quality control, communications, problem solving $79.50 4 52.00 0.10 $16,536.00 Finance and billing Payroll, billing $29.26 8 52.00 0.20 $12,172.16 Human resources Staff recruiting, hiring, training, disputes $29.68 4 52.00 0.10 $6,173.44 Operations linventory, purchasing, technical support $26.00 4 52.00 0.10 $5,408.00 Labor Subtotal: 28.45 $1,966,067.09 Operations and Program Expenses Item Description TOTAL Client Services Client transport (8 vehicles): vehicle lease, gas, vehicle insurance, maintenance $192,000.00 Client Services Rapid rehousing fees $40,000.00 Client Services Emergency Shelter motel vouchers $40,000.00 Client Services Medical services/telemedicine services $2,500.00 Client Services LCSW contract for disabling condition documentation and mental health services $50,000.00 Community Engagem Resource development, communications, city department liaison $50,000.00 Rent Office space and office equipment/furniture rental $102,420.00 Equipment Phones, computers (hardware and software) and equipment $20,484.00 Materials and Supplie Personal Protective Equipment (PPE) for staff and clients (masks, gloves, face shields, proximity suits, trash bags, etc.) with replacements $10,128.00 Materials and Supplie Uniforms, copies, forms, office supplies, equipment, etc. $20,484.00 Materials and Supplie IT support and client management software licenses $29,872.50 Materials and Supplie Financial audit $10,242.00 Materials and Supplie Liability Insurance $12,802.50 Administrative Expenses Subtotal: $580,933.00 Administration Category Description TOTAL Indirect Costs/Performance Reserve At 10%: includes general expenses incurred by City Net but not directly borne by the project (utilities, taxes, other typse of required insurance not listed above, legal, staff development, contingencies, etc.) Payable in quarterly installments upon successful completion of performance objectives. $254,700.01 Administration subtotal: $254,700.01 Project TOTAL $2,801,700.10 City Council 17 - 30 12/6/2022 10/10/2022 1 matt@citynet.org EXHIBIT 2 EXHIBIT 2 - City Net Pictograph DEC 19 2021 - NOV 27,20220 PROJECT -TO -DATE TOTALS 5826 2254 976 1016 OUTREACH :-,-: `, -7 CASE MANAGE`.-' ENT STPEET E)QTS GOVID-79 ENGAGEMENTS PROJECT -TES -DATE COMPLETED OUTREACH CONTACTS s -den Grove W.j PROJECT -TES -DATE CALLS DISPATCHED SK 11K CaIl; Dispatched NO City Net aComm unity Calls First Res#onclers my5artakna PraactiYe U(--taCt City Council 17-31 12/6/2022 EVALUATION OF SMART PILOT PROGRAM 2022 SANTA ANA 1869 CITY OF SANTA ANA PAGE 01 •]' The City of Santa Ana has been at the forefront of addressing homelessness in Orange County, despite being historically disadvantaged due to a lack of regional and equitable distribution of services and resources. Santa Ana has a variety of non-profit, governmental, and private agencies that provide many supportive services. The City also has the most homeless shelter beds in the county and has numerous affordable housing projects, including a number of permanent supportive housing options as a means to end homelessness. The Santa Ana Police Department (SAPD) has been assisting in connecting individuals with services for decades with their Homeless Evaluation Assessment Response Team (HEART), recognizing the value and importance of community engagement. The City has since added many new resources and has adapted its response to the changing needs and impacts of the homeless population. As SAPID began to receive more service calls regarding homelessness, the City partnered with City Net, a non-profit providing services for individuals experiencing homelessness. Santa Ana provided City Net a small HUD grant to allow them to offer outreach, engagement, and case management 2016 1 services to about 400 unhoused individuals in and around the Civic Center during limited hours to connect them with emergency shelter, housing, and critical services. Over the years, their scope and outreach hours have expanded as the need for their services has increased. City Council approved the Homeless Prevention, Intervention and Mitigation Plan to address the 20171 escalating number of individuals experiencing homelessness in Santa Ana. The City built capacity to address the issue in three ways: creating a new role for a Homeless Services Manager, adding a HEART Officer, and establishing the Quality of Life Team (QOLT). The City was engaged in federal litigation involving the County of Orange and other cities to 20181 address homelessness preceding Federal Judge David O. Carter's courtroom hearings, which tasked cities to create additional shelter beds. In August 2018, the City Council declared a Shelter Crisis and subsequently began providing shelter beds within the City of Santa Ana. The City of Santa Ana developed a 4 Point Strategic Plan regarding homelessness: 2019 I 1. Clean: Reduce Negative impacts to Community ensuring Santa Ana is clean and safe 2.Outreach: Be persistent in our contact with anyone experiencing homelessness 3. Housing: Reduce the number of Santa Ana's Unsheltered Homeless 4.Communications: Have an Engaged and Informed Community Regarding Homelessness and Homeless Solutions. 0 0 O (� Evaluation _, o Quality o Santa Ana M Of LfJro r Multidiscl lina Assessment L i f e Agency Multidisciplinary City gcil 17 - 33 Team 022 INCREASING OUTREACH Through learned experiences, the City of Santa Ana has realized that proactive outreach and engagement has the biggest impact on the community at large. In 2019, the City expanded City Net's contract to include additional teams of two staff members working five days a week, from 7 a.m. to 5:50 p.m. Two days a week, City Net teamed up with SAPD to respond to calls together. In 2020, at the height of the COVID-19 pandemic, the City began to look at outreach differently. As calls for service continued to increase, it became clear that a more persistent response to those living on the streets was needed. The City of Anaheim had recently formed a Community Care Response Team, utilizing City Net for a call center as well as in -person outreach. Anaheim 911 dispatchers diverted non -emergency, homeless -related calls to City Net, and both City Net's in -person and phone outreach teams had expanded hours of operation. This program has been highly successful in Anaheim, and fit the bill for what Santa Ana needed. The Santa Ana City Council authorized and awarded a contract to City Net to expand their services and start a pilot program for the Santa Ana Multidisciplinary Response Team (SMART) to receive 911 dispatch calls seven days a week from 9 a.m. to 9 p.m., expand outreach hours from 7 a.m. to 9 p.m., and have teams on the streets seven days a week. SMART includes homeless services outreach case managers, a safety coordinator, and access to medical, mental, and behavioral health assistance in the field without an additional call. SMART Pilot Program Goals: ro 1. Exit homeless individuals from the streets of Santa Ana. 2. Divert approximately 500 calls a month for non -emergency, non-violent, homeless -related services to facilitate a quick connection between individuals experiencing homelessness and appropriate services; 5. Provide safe COVID-19 information and interventions to vulnerable homeless neighbors. 4. Develop a pilot for a regional response to homelessness that connects homeless neighbors to housing solutions throughout the region, through full participation in the Orange County Continuum of Care. calls for service December 1, 2021 - May 17, 2022 RESULTS •wft1.1• During the pilot period, SMART live dispatchers received referrals from CallslReferrals multiple sources: SAPID and OCFA dispatchers, the mySantaAna app, and as direct calls to the City Net Outreach Line. How has SMART handled calls since December 20212 • • The City found that by inserting social services professionals into situations that previously would have been handled by police officers, the City was better able to utilize City resources. SAPID and DOLT were standing by, ready to assist on calls when additional support was needed. • With City Net taking non -emergency dispatch calls for homeless 66 supportive services, SAPID and other emergency responders were better Requests able to focus on public safety and respond to criminal activity. SMART dispatchers had the flexibility to handle a call without dispatching an outreach team to the field, such as requests for services outside the scope of SMART. If someone was calling to request food, clothing, utility assistance, or had a general inquiry about homelessness, the dispatcher could provide information on those outside services without sending a team member to the site. Ir City Council 17 - 35 CITY OF SANTA ANA PAGE 0 Program Evaluation STATISTI 4 • • ' A • I E 3 ,3 1 '• 3 { How many homeless individuals were contacted by SMART? There were 2,887 street outreach contacts including 1,599 unique individuals where first name, last name, and date of birth were captured. Forty-eight (48%) percent of all contacts were unique. The remaining 1,488 were duplicate contacts with known individuals or contacts with individuals who declined to give their full name. How many individuals has the City assisted off the street since the launch of SMART? 472 street exits to shelters, permanent supportive housing, or family in -state or out-of-state. Calls received There were 6,566 total incoming calls/app referrals to City Net SMART Dispatch. 4,383 calls resulted in SMART being dispatched to the field. Sixty-S;i Percert (66%) of all incoming requests for assistance required dispatching of SMART. 2,887 outreach contacts 1,399 unique individuals "City Net's SMART approach to homeless street outreach has allowed all involved in this complex issue to focus on our Department strengths and let professionals in homeless outreach perform the complex tasks associated with daily street engagements with the homeless community." Ken Gominsky, Homelesslvices Manager PAGE 05 0 n What were the Santa Ana Police Department average response times? SAPD Response Time Averages (Dec.1 - May 17) Priority 2018-2019 2019-2020 2020-2021 2021-2022 1 6m 34s 6m 07s 5m 04s 5m 25s 2 10m 70s 8m 28s 9m 43s 10m 05s 3 N/A N/A 26m 28m 16s 4 38m 22s 50m 31s 32m 07s 34m 43s Did the SMART program achieve its goals? Goal Results 1. Exit homeless individuals from SMART had 2,887 street outreach contacts, including 1,599 unique individuals, resulting in 472 street exits to shelter, housing or family reunification. That equates to Santa Ana streets more than 2 individuals exiting the street daily during the pilot program. Over 1,000 homeless -related calls were diverted monthly. SMART responded to 4,585 2. Divert 500 non -emergency requests that first -responders would have had to address: 2,784 calls to City Net, 589 homeless service calls monthly calls from SAPD/OCFA dispatch or officers in the field, 570 from the mySantaAna app, 440 proactive contacts by SMART. 3. COVID-19 information and 554 individuals were assisted with information on COVID-19 resources and given interventions for homeless personal protective equipment. 4. Develop a pilot for regional 987 clients were enrolled in case management, entered into a countywide homeless homelessness response management information system and the countywide coordinated entry system to be matched with long-term housing. *ITT m KIIIjiI City Council Cli A L _. .16 ■ SMART Pilot Program,. Santa Ana Multi -Disciplinary Homeless Response Team SANTA ANA MLqEffirelm. [Presentation Title] City Council 17 — 39 Slide 2 12/6/2022 apartment] [Date] SMART PILOT PROGRAM GOALS • Goal 1- Exit homeless individuals from the streets of Santa Ana • Goal 2 - Divert 500 calls a month for non - emergency, homeless related services • Goal 3 — Provide COVID-19 information and interventions • Goal 4 - Develop a regional response to homelessness through the Orange County Continuum of Care [Presentation Title] City Council 17 — 40 I 12/6/2022 'partment] e [Date] SMART PILOT PROGRAM RESULTS • Goal 1 - Exit homeless individuals from the streets of Santa Ana Results - 472 Individuals successfully exited the streets, to shelter, housing or family reunification. • Goal 2 - Divert 500 calls a month for non - emergency, homeless -related services Results - Over 1,000 homeless -related calls were diverted monthly. [Presentation Title] City Council 17 - 41 I e 12/6/2022 'partment] [Date] SMART PILOT PROGRAM RESULTS • Goal 3 - Provide safe COVID-19 information and interventions. Results - 554 individuals were assisted with COVI D- 19 resources. • Goal 4 - Develop a regional response to homelessness through participation in the Orange County Continuum of Care. Results - 987 clients were enrolled in case management, entered into HMIS. [Presentation Title] li 4i City Council 17 - 42 I e 12/6/2022 'partment] 411 [Date] SMART Outreach and Impacts SANTA ANA INCREASED OUTREACH ➢Created a Live Community Call Line ➢ Responded to Calls from First Responders ➢ Responded to MySantaAna app reports [Presentation Title] City Council 17 - 44 : I e 7 12/6/2022 'partment] [Date] IMPACTS • Over 1,000 calls diverted monthly • 6)566 • 43383 • 2)877 • 472 Calls/Referrals Dispatched Calls Outreach Contacts Successful Street Exits to shelters, permanent support housing or family reunification [Presentation Title] City Council 17 - 45 I e 12/6/2022 'partment] [Date] [Presentation Title] City Council 17 - 46 Slide 12/6/2022 'partment] [Date] Moving Forward • New Metrics have been codified within the contract • 10% of total contract will be held back and only paid based on contractor performance • Staff will evaluate metrics on a quarterly basis and only release funds after successful achievement of metrics [Presentation Title] City Council 17 - 47 I @ 12/6/2022 'partment] [Date] Quarterly Metric Review Quafterly Goal Annual L �A Street Exits 150 ! 600 Outreach Contacts 17312 51250 COVI D-19 Engagements 125 500 Calls Dispatched 15750 7,000 Case Management 200 800 [Presentation Title] City Council 17 — 48 I @ 12/6/2022 'partment] �kl[Date] � DOWNTOW---� N � ORANGE COUNTY D11p..qUir City Council 17 — 49 ,*3nae [Presentation Title] 12/6/2022 apartment] [Date] Public Works Agency www.santa-ana.org/pw Item # 18 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Design Services for Santa Ana's First Dog Park Project AGENDA TITLE Approve Agreement with MIG, Inc., for Design Services for the City of Santa Ana's First Dog Park Project in an Amount Not to Exceed $800,000 for a Three -Year Term (Project No. 22-2755) (Non -General Fund) RECOMMENDED ACTION Authorize the City Manager to execute an agreement with MIG, Inc. to provide engineering plans for the City of Santa Ana Dog Park project in the amount of $703,851, with a contingency of $96,149, for a total amount of $800,000, for a three-year term beginning December 6, 2022, and expiring December 5, 2025, with an option for two, one-year extensions, subject to non -substantive changes approved by the City Manager and City Attorney. DISCUSSION The City of Santa Ana is proposing to develop the City's first public dog park on a mostly undeveloped 4.57-acre site located in the southwest corner of Centennial Park, adjacent to the Santa Ana River. The project was designed to be inclusive, comprising three separate off -leash spaces for small dogs, large dogs, and older dogs or dogs with disability to roam free. Picnic tables will be constructed throughout the site along with shade components. Other improvements include a children's playground, security lighting, drinking fountains with pet bowls, waste bag dispensers, irrigation, dog play/agility features, drought -tolerant planting, and restrooms for park patrons. The designated site for the proposed park, is between the existing Dan Young Soccer Complex (North), Castor Street (South), Santa Ana River (West) and the Reservations Administration Office (East). On September 22, 2022, the Public Works Agency released Request for Proposals (RFP) No. 22-129, by which it sought a qualified Consultant having special skills and knowledge in the field of engineering, landscape architecture, and administrative services to develop and provide engineering plans for the City of Santa Ana Dog Park project (Exhibit 1). City Council 18 — 1 12/6/2022 Agreement with MIG, Inc. for Dog Park December 6, 2022 Page 2 The RFP was advertised on the City's online procurement management and publication system, with Proposals due on October 20, 2022. Two proposals were received and evaluated by a selection committee. Based on criteria outlined in the RFP, the following summarizes the top two responding firms and their ranking: Firm City Rank MIG, Inc. Fullerton 1 David Volz Design Landscape Architecture, Inc. Costa Mesa 2 Staff recommends awarding an agreement (Exhibit 2) to MIG, Inc., to provide full concept design services based upon the scope of work and selection criteria outlined in RFP 22-129. Their proposal demonstrated the firm has the necessary capacity and expertise to complete the required services. The firm's rates are reasonable and within industry standards, the team qualifications are appropriate for this project, and the proposal was determined to provide the best value for the City. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT Funds are available in the following account for the current fiscal year. As part of the Citywide carry forward process, PRCSA will submit to the Finance Department a request for any project balance to be carried forward into subsequent fiscal years, which will be compiled with requests from other departments and presented to the City Council. Fiscal Accounting Unit - Fund Accounting Unit - Year Account No. Description Account No. Amount Description 05113263-66220 Capital Outlay Park Improvements- FY 22-23 (22 2755) Fund (Cell Improvements Other $800,000 Tower) Than Building TOTAL: $800,000 EXHIBIT(S) 1. Location Map 2. Dog Park Concept Plan 3. Consultant Agreement with MIG, Inc. City Council 18 — 2 12/6/2022 Agreement with MIG, Inc. for Dog Park December 6, 2022 Page 3 Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 18 — 3 12/6/2022 - PROJECT LOCATION SANTA ANA PWA EXHIBIT 1 PROJECT NO. 22-2755 CITY OF SANTA ANA DOG PARK EXHIBIT 1 City Council 18 — 5 12/6/2022 AGREEMENT WITH MIG, INC. TO PROVIDE FULL CONCEPT DESIGN FOR THE CITY OF SANTA ANA DOG PARK THIS AGREEMENT is made and entered into on this 6th day of December 2022 by and between, MIG, Inc., ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On September 22, 2022 the City of Santa Ana Public Works Agency issued a Request for Proposal No. 22-129, by which it sought a qualified Consultant having special skill and knowledge in the field of engineering, landscape architectural, administration services to develop and provide construction management support for the City of Santa Ana Dog Park. B. Consultant represents that Consultant is able and willing to provide such services to the City. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform the services described in the scope of work that was included in RFP No. 22-129 and that is attached as Exhibit A and incorporated herein by this reference, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated herein by this reference. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services for City, the rates and charges identified in Exhibit C attached hereto and incorporated herein by this reference. The total amount to be expended during the term of this Agreement shall not exceed $800,000 during the term of this Agreement, including any extension periods exercised under Section 3. The sum is comprised of one (1) the base amount of $703,851 and two (2) an approximate contingency of 14% in the amount of$96,149 for additional services at the City's sole discretion b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City. 411,10 City Council 18 — 6 12/6 022 3. TERM This Agreement shall commence on the date first written above for a three (3) year term with the option for the City to grant up to a two (2) one M-year renewals, exercisable by a writing by the City Manager and the City Attorney, unless terminated earlier in accordance with Section 15, below. 4. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent Consultant and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 5. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 6. INSURANCE Consultant shall procure and maintain for the duration of the contract insurance against claims forinjuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees. MINIMUM SCOPE AND LIMIT OF INSURANCE Coverage shall be at least as broad as: 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and 211,10 City Council 18 — 7 12/6 022 completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregatelimit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1(any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non -owned), withlimit no less than $1,000,000 per accident for bodily injury and property damage. 3. Workers' Compensation insurance as required by the State of California, with StatutoryLimits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Professional Liability (Errors and Omissions) Insurance appropriates to the Consultant'sprofession, with limit no less than $1,000,000 per occurrence or claim, $2,000,000aggregate. If the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the Entity requires and shall be entitled to the broader coverage and/or the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions: Additional Insured Status The Entity, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connectionwith such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance (at least as broad as ISO Form CG 20 10 1185 or bothCG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used). Primary Coverage For any claims related to this contract, the Consultant's insurance coverage shall be primary insurance primary coverage at least as broad as ISO CG 20 01 04 13 as respects the Entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the Entity, its officers, officials, employees, or volunteers shall be excess of the Consultant's insuranceand shall not contribute with it. Notice of Cancellation Each insurance policy required above shall state that coverage shall not be canceled, except withnotice to the Entity. Waiver of Subrogation Consultant hereby grants to Entity a waiver of any right to subrogation which any 11110 City Council 18 — 8 12/6 022 insurer of said Consultant may acquire against the Entity by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiverof subrogation, but this provision applies regardless of whether or not the Entity has received a waiver of subrogation endorsement from the insurer. Self -Insured Retentions Self -insured retentions must be declared to and approved by the Entity. The Entity may require theConsultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or Entity. Acceptability of Insurers Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than ANII, unless otherwise acceptable to the Entity. Claims Made Policies If any of the required policies provide coverage on a claims -made basis: 1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work. 2. Insurance must be maintained and evidence of insurance must be provided for at least five (S) years after completion of the contract of work. 3. If coverage is canceled or non -renewed, and not replaced with another claims - made policyform with a Retroactive Date prior to the contract effective date, the Consultant must purchase "extended reporting" coverage for a minimum of five (5) years after completion of contract work. Verification of Coverage Consultant shall furnish the Entity with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage requiredby this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The Entity reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. Subcontractors Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that Entity is an additional insured on insurance required from subcontractors. Special Risks or Circumstances Entity reserves the right to modify these requirements, including limits, based on the nature of therisk, prior experience, insurer, coverage, or other special circumstances. Lft f10 City Council 18 — 9 1216 022 7. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 8. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 9. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11140 City Council 18 — 10 12/6 022 10. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 11. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 12. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 13. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein. 'I" City Council 18 —11 12/6 022 14. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Contractors retained by City. 15. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. JURISDICTION - VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 18. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and 11110 City Council 18 — 12 12/6 022 in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 19. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Fax: 714- 647-6956 With courtesy copies to: Nabil Saba Executive Director, Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, California 92702 Fax: 714-647-5635 To Consultant: Steven N. Lang, PLA - Principal MIG, Inc. 109 W. Union Avenue Fullerton, CA 92832 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded. f10 City Council 18 — 13 12/6 022 20. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. The Agreement is the final and complete agreement and any prior or contemporaneous agreements for similar services between the parties is superseded by this Agreement. This shall not apply where the Parties are currently engaged and Consultant is providing services not contemplated by this Agreement. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: Clerk of the Council APPROVED AS TO FORM: SONIA R. CARVALHO City Attorney wo Jose Montoya Assistant City Attorney RECOMMENDED FOR APPROVAL: Nabil Saba Executive Director Public Works Agency CITY OF SANTA ANA Kristine Ridge City Manager CONSULTANT: '?� - oA--� - Steven N. Lang, PLA Principal 91,40 City Council 18 — 14 12/6 022 EXHIBIT A City Council 18 — 15 12/6/2022 REQUEST FOR PROPOSALS (RFP) FOR SANTA ANA DOG PARK DESIGN SERVICES RFP NO.: 22-I29 ing 061OEN C��r E9Unpi0 II6. CITY OF SANTA ANA Public Works Agency 20 Civic Center Plaza, M-36 Santa Ana, CA 92701 SEAN THOMAS Project Manager (714) 647-5655 Office Stbomas5(a,santa-ana.org for Release: KEY RFP DATES (Subject to change at discretion of Citv): Issue Date: Pre -Proposal Meeting (Non -Mandatory): Deadline for Requests for Information: Proposal Due Date: Projected Award Date: t� a Gi g Nabil Saba Executive Director Public Works Agency September 22, 2022 October 04, 2022 at 2:00pxn at The Reservation Building in Centennial Park October 11, 2022 October 20, 2022 at 2pm December 06, 2022 City Council 18 — 16 12/6/2022 Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR CITY OF SANTA ANA DOG PARK DESIGN SERVICES RFP NO.22-129 INTRODUCTION/BACKGROUND The City of Santa Ana previously solicited proposals for professional services to create a concept plan for the City's first dog park. By this Request for Proposals (RFP), the City is now requesting proposals from firms with substantial engineering, landscape architectural, and construction administration experience on similar types of public works improvements for the development of the contract documents for the Dog Park. The City of Santa Ana is proposing to develop the City's first public dog park on a mostly undeveloped 4.57-acre site located in the southwest corner of Centennial Park, adjacent to the Santa Ana River. Public access to this area is from the Santa Ana River from the West and from Centennial Regional Park from the East. The development of the "City of Santa Ana Dog Park" (the "Project") will include three separate off - leash spaces for large, small and elderly dogs. Additional improvements will include agility course features, dog water play area, restroom with dog washing station, event area, walking track, information kiosk, site furnishings, landscape and automated irrigation system. Two access points are incorporated, from both Centennial Park and the Santa Ana River. Project will also include additional parking, turnaround, and drop off area. This new development is to be utilized citywide by dog owners, families with children and by various programs conducted or coordinated by the Santa Ana Parks, Recreation & Community Services staff. In order for the Dog Park to meet the community needs, the existing City Nursery and Police Department use areas will be relocated per exhibit located in the Appendix of this RFP as Attachment 4. The relocation of the facilities must incorporate the existing layout and site amenities. The designated area for the proposed park, is between the existing Dan Young Soccer Complex (to the north), Castor Street (to the south), Santa Ana River (to the west) and the existing parking lot (to the east). The project will include, but is not limited to, the following project components as illustrated on the Project Conceptual sheet provided in the Appendix of this RFP as Attachment 4. Consultant Responsibilities shall consider the following components: • Demolition of existing Reservations Office Building • Park Signage • Three separate off leash spaces for small dogs, large dogs, and older dogs with disability • Dog Training area • Larger gate entrance at the bike trail • Access to existing play field • Walkways • Outdoor Plaza Area • Perimeter Fencing and Security Gates • Pet Proof Fence and Gate which include dog park entry corals • Agility Course Features City Council City of Santa Ana RFf 2�129 12/6/2022 Page Al-1 • Splash Pad for Dogs • Optimal Surface Material for dog parks • Restrooms and Dog Wash Station • Water wise landscaping, including trees and landscape mounds • Dry Stream Bed • Site Lighting o Shall include Dog Park (new), Nursery (new), and also adjacent/existing parking area (upgrade) • Automatic irrigation system • Site Amenities, including waste bag dispensers, trash bins, recycle bins, dog waste bins, drinking fountains with pet bowls, interpretive signage, park benches, metal shade features, community information board, code blue security poles, picnic tables, bike racks, drinking fountains at entrance and along bike trail • Parking Lot • Dog park Sculptures o One large one in the round about o One small one in the event space plaza • Donor Wall along CMU wall shared between dog park main entrance and Police Department • Solar in parking lot • Drainage which utilizes "Low Impact Development" concepts with goal for full site infiltration. • Storm Water Mitigation — Water Quality Management Plan • Pavers with pet names for donation purposes • Donor Wall shared between main entrance and Police Department • Geotechnical Report which tests soil, includes infiltration testing, and provides remediation recommendations if necessary • Environmental Clearance Relocation of the Nursery • Storage of trees, irrigation materials, landscape materials • Storage bins for mulch, gravel, dirty, compost • Maintenance Access to the Dog Park • Rollaway trash bins • Staging and dispatching for contracted landscape maintenance • Bays • Small restroom • Storage for Recreation scooter Relocation of the Police Department • Contain all existing features • Parking spaces for training • Office with bathroom, classrooms, restrooms The improved area is to be utilized Citywide by dog owners, and families with children and by various programs conducted by the Santa Ana Parks, Recreation and Community Service staff. The Project Concept is provided in Attachment 4 of this RFP for reference only. An existing boundary map is also provided in this RFP for consultants to know existing conditions relative to the proposed layout. Creative ideas to include amenities from the Project Concept, project components listed above, and any additional components that may be beneficial to this dog park vision. City Council City of Santa Ana JW 2�-829 12/6/2022 Page Al- The City's total construction budget for the proposed dog park is approximately $8,500,000, which includes Design Engineering. Scope of Work Architectural and engineering services shall consist of, but not be limited to the following: prepare schematic design, construction plans and specifications, submit design documents to the City of Santa Ana staff for review and submit final design documents to the City of Santa Ana Building & Safety Division for plan check. These services also include responding to all plan check corrections until final approval has been given by Building & Safety. Finally, construction administration services during bid and construction phases would also need to be provided. Consultant Responsibilities The Consultant's responsibilities shall include the following project tasks: Consultant is responsible for providing all design and engineering as required for all components within the project scope of work which includes, but is not limited to the preparation and submittal of the PS&E package through completion with the approval from City to release for construction. This includes but is not limited to survey, civil design, geotechnical investigation and report (for soils analysis), infiltration testing, architectural design, landscape architectural design, site improvements design, structural design, interior design, furniture selection, electrical engineering, mechanical and plumbing engineering, etc. Consultant will also be responsible for facilitating monthly virtual progress meetings with City Staff to obtain input and discuss any project related items as well as provide project schedule. Consultant shall provide review sets in .pdf format. Final plans shall be provided in AutoCAD or Microstation format, and .pdf format. A. PROJECT COORDINATION. The Consultant shall be fully responsible for the overall management and coordination for the project, which may include, but is not limited to project development team meetings, liaison with affected agencies, and utility companies. Prepare progress report and schedule, securing permits for all field studies and any other required permits from other agencies. B. RECORDS RESEARCH. Research all information pertinent to the project including, but not limited to existing field condition, as -built plans and record drawings, right-of-way data and all future improvement plans adjacent to or affecting the project site. The selected Consultant shall identify all existing and proposed facilities within the projects limits and potential conflicts. C. GEOTECHNICAL INVESTIGATION. The Consultant shall provide geotechnical services which includes but is not limited to geotechnical explorations, infiltration testing, and geotechnical report. D. ENVIRONMENTAL CLEARANCE. The Consultant shall prepare, distribute, and file any environmental noticing, documents, preparation of studies and technical reports for environmental clearances that may be needed for the project to meet state funding. This includes, but is not limited to state and local regulations, policies and procedures as they pertain to CEQA, environmental studies, environmental site assessment, and environmental reports. City Council City of Santa Ana JW 2�-029 12/6/2022 Page A1- E. PRELIMINARY DESIGN. The consultant shall organize a kick-off meeting with City staff to discuss the conceptual design plan, project goals and objectives, potential elements and issues, project schedule, review of existing information, and conduction of a site investigation. F. SURVEY. On -the -ground field topographical survey work is to be determined by the Consultant (and/or the Consultant's Subconsultant) if any existing horizontal and vertical features are needed for the project. It is the Consultant's responsibility to provide only the survey necessary for the design of the project components identified within this RFP. Consultant shall identify in the proposal a detail list of features the survey would include. Design level survey and base mapping of the project site shall be prepared in US Customary English units by a California licensed Land Surveyor in accordance with the City guidelines and in Microstation CONNECT Computer Aided design and Drafting (CADD) format. The horizontal datum shall be NAD 83 and the vertical datum shall be NAVD 88. G. WATER QUALITY. The Consultant shall coordinate with the City for the Low Impact Development (LID) requirements of the project and prepare a Water Quality Management Plan (WQMP) if deemed required. Consultant shall provide BMPs with appropriate size based on treatment and peak flow rates, freight to job site and one year of maintenance to include units and cost in the engineer's cost estimate. The selection of Best Management Practices (BMPs) will always be subject to site specific conditions and the Consultant will be required to perform the research into the site specific conditions (e.g. prior contamination, depth to groundwater, soil conditions, interfering utilities, etc.) that could preclude infiltration. The Consultant shall also perform the required soils and/or infiltration testing per the Technical Guidance Documents, as necessary to design the infiltration system assuming it is the selected LID approach. Please find information and links to relevant documents and regulations at the following site: http://ocwatersheds.com/documents/wgmp. H. PUBLIC OUTREACH. The Consultant shall be available for a minimum of 2 public outreach meetings to present the project to the community. One community meeting is to be used as a workshop for the community to participate in the naming of the park and in the design of the 2 dog sculptures. The second community meeting will be to share the top dog park names and to showcase the dog sculpture designs that were created from their input. The Consultant will be responsible for organizing, promoting and facilitating these meetings and will provide all presentation material, graphics, rendering (up to 2) and any other printed materials. The meeting will serve to discuss key project aspects, benefits to the community, and consequences of the project, gain input from local residents on design or aesthetic features of the project. The City will assist in providing available meeting spaces by coordinating with City facilities. I. UTILITY COORDINATION. The Consultant shall be responsible for all utility coordination efforts, including but not limited to; coordination with Edison for any electrical service connections, and water service connections for irrigation and water fountains. J. PLANS, SPECIFICATIONS AND ESTIMATES (PS&E) o Development of Plans, Specifications and Estimate (PS&E): a) All reports, plans, specifications and quantity calculations shall conform to criteria, policies, procedures and standards of the City. The Consultant shall use the boilerplate for cut sheets, specifications and estimates provided by the City. b) The plan development shall include three (3) milestone deliverables-30%, 60%, 90% (pre -final) and 100% (final). All plan sheets shall be prepared at a reasonable standard City Council City of Santa Ana RyFff22Z629 12/6/2022 Page Al-4 scale to be noted on plans. The necessary plans for each PS&E package shall include, but are not be limited to: Task 1: Design Development (30% plans) Design development will involve the schematic development of plans based on the approved conceptual design plan, which shall include but is not limited to survey, civil design, geotechnical investigation and report (for soils analysis), infiltration testing, architectural design, landscape architectural design, structural design, interior design, furniture selection, electrical engineering, mechanical and plumbing engineering, draft technical specifications and "opinion of estimated cost'. ➢ Deliverables shall include a 30% set of plans, including site section studies, draft specification, "Opinion of Probable Cost". Task 2: Construction Documents (60% 90% and 100% plans) Construction Documents (CDs) shall include finalizing approved deliverables from the Design Development phase. This includes the provision of detailed engineering and construction drawings that will serve as the basis for both bidding and construction by a general contractor. Deliverables shall also include final colored concept plan and colored renderings illustrating the improvements per the final plans. Final construction documents must be completed in time to advertise the project by August 2023. ➢ Deliverables shall include 60%, 90% and 100% plans, structural calculations, final technical specifications, finalized "Opinion of Probable Cost". 100% plans will go through a constructability review that could lead to comments and recommendations that should also be addressed and completed as part of this deliverable. Plans: Plans shall include, but are not limited to the following: • Title Sheet • Civil Engineering o Site Erosion Plan o Horizontal and Vertical Control Plan o Grading And On -Site Drainage Plan o Site Utility Plan • Landscape Architectural o Site Layout/Construction Plans And Details (including plumbing) o Site Sections, as applicable o Planting Plans/Details/Notes o Irrigation Plans/Details/Calculations/Notes • Architectural o Demolition Plans o Construction Plans o Signage Plans o Reflected Ceiling Plans o Exterior Elevations o Interior Elevations o Mechanical and Plumbing Plans/T-24 o Electrical Plans, as applicable o Architectural Details o Structural Calculations o Door/Window/Finish Schedules, as applicable o ADA Path of Travel design and/or signage Plan City Council City of Santa Ana JW 22ZJ29 12/6/2022 Page Al- Structural Engineering o Structural Design and Detailing Mechanical Engineering & Plumbing Electrical Engineering o Electrical Site Plan to include walkway/parking lot lighting, irrigation, splash pad, water refilling station/drinking fountains, community information board, restrooms, wash station, dog statue, donation dog wall, solar panel. Site Lighting shall include Dog Park (new), Nursery (new), and also adjacent/existing parking area (upgrade) o Photometrics o Single line diagram o Location of panels, switchgear, meters o Schedules o General Notes o Details o Notes, specifications Plan Check & Permits: Construction drawings shall be in accordance with the 2019 California Building Code and will require review/approval by the City Planning and Building Agency. As a condition of plan check approval, plans, specifications and structural calculations must be signed by a California licensed architect / landscape architect /civil engineer/structural engineer as appropriate. Additionally, the architect will be encouraged to identify their historic consultant to address questions and concerns related to the historical preservation of the building. Plans shall be organized so that they can be segregated cleanly for distribution to the various plan checking entities. Construction drawings shall be submitted at 90% completion for review by Public Works CIP Engineering and revised per their comments. The 100% complete construction drawing package will then be submitted for final City review to the following City Agencies: • City Manager Office • Parks, Recreation, and Community Services Agency • Public Works Agency CIP Engineering Division • Building & Safety Division The Public Works Agency Project Manager will coordinate the submittal and review process. Once complete, the consultant will revise the Contract Documents Technical Specifications Technical specifications for all components listed above shall be provided by Consultant, or their Sub - consultants, to the City in CSI (Construction Specifications Institute) format. Consultant shall coordinate language between the general and technical specifications to ensure conflicts are minimized. City Staff will combine these specifications with the City Boiler Plate which together, will become the Project Manual. Final Opinion of Probable Cost Consultant shall provide updated opinion of probable construction cost which shall reflect finalized plans, materials, systems, details of construction, and known or anticipated changes in the bidding market relative to the project. Should project scope exceed available budget, project plans/specifications will be phased as appropriate. City Council City of Santa Ana JW 22�29 12/6/2022 Page A1- Task 3: Bid Advertisement, Construction Administration, Record Drawings: Bid Advertisement Bidding procedures will be the responsibility of the City. While the PS&E construction package is advertising for bids, all questions concerning the intent shall be referred to the City for resolution. In the event that any item requiring interpretation in the drawings or specifications is discovered during the bidding period, said items shall be analyzed by the Consultant for decision by the City. Consultant shall provide support to the City during the Bidding phase by assisting with questions, requests for information/clarification, or conflicts arising out of the bidding process. Consultant shall also attend pre -bid meeting, if scheduled. Construction Administration Consultant shall provide support to the City during the Construction Administration phase by assisting with questions, requests for information/clarification, and/or reviewing submittals. Consultant shall review and approve all submittals and shop plan drawings required to support the construction contract. Consultant shall complete shop drawings reviews within two (2) weeks of receipt. Contract Change Order reviews shall be completed within two (2) working days of receipt. Consultant shall be available as requested by the City to resolve discrepancies in the contract documents. Consultant shall bring to the attention of the City any defects or deficiencies in the work by the construction contractor which the Consultant may observe. Consultant shall have no authority to issue instruction on behalf of the City, or to deputize another to do so. Record Drawings /As -built Plans: Upon construction completion, consultant shall incorporate as -built information, as provided by the General Contractor, into the drawing files to provide record drawings for City archives. The Consultant shall prepare and deliver to the City the final as -built plans incorporating field marked prints supplied by the City. Upon completion of construction, the City will submit field -marked prints to Consultant. Consultant shall incorporate all changes to the plans electronically with all necessary revision notations and submit to the City. Fee Proposal: In addition to Section IV.B.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured to correspond to the above mentioned tasks as follows: Task 1: Design Development Task 2: Construction Documents Task 3: Bid Advertisement, Construction Administration, Record Drawings Total Fee: Fee schedule for each task should include an hourly breakdown that corresponds to the task total. City Responsibilities The City will be responsible for the following items: • Provision of available plans and existing documentation on file. • Provision of electronic design file with City title block and title sheet (24" x 36") • Provision of standard City boilerplate specifications. • Acting as liaison with the appropriate decision making bodies, as necessary. • Coordination and processing of plans and documents with governmental agencies having jurisdiction over the project. City Council City of Santa Ana 7W 2M29 12/6/2022 Page A1- �� . _ _ � � ? �- � / � � �y/ ��. ;,; _\j ` 9r , �,. � \ti _ � � - � "` ' - \ � _ ,, `~ � � A ;£ � � � � °: �� ,g �� ,� ., �, .r ,- ° �,�. � �� A:° �, . r _ -_ .�.�� ,�� .�. _ � � -- t_� F� - - s- �� ®-� _ . iy � � �; .a City Council 18 — 25 12/6/2022 EXHIBIT B City Council 18 — 26 12/6/2022 i 11V s y�. .% ' CITY OF SANTA ANA Santa Ana Dog Park Design Services Proposal I October 20, 2022 MEG 109 W. Union Avenue I Fullerton, CA 9283: (714) 871-3638 1 www.migcom.com In association with: BKF Engineers I Converse Consultants LRA Electrical Engineers I Westberg White Arch ■I- Team Organization Chart 7 PROJECT MANAGEMENT Steve Lang, Principal -in -Charge Oscar Johnson, Project Manager LANDSCAPE ARCHITECTURE ARCHITECTURE White, WWA Steve Lang, MIG John Garakian, WWA Oscar Johnson, MIG Bruce Kirby, BKF Holly de la Torre, MIG Melissa Butler, MIG TECHNICAL Donna Yeung-Gutierrez, MIG ENGINEERING ENGINEERING ELECTRICAL � Cirilo Regalado, LRA Hashmi Quazi, Converse Robert Gregorek, Converse Dino Viale, MIG Bob Prasse, MIG City Council 4 City of Santa Ana I Santa Ana Dog Park Design Services 12/6/2022 It is MIG's intent to produce a final work product that meets the objectives of the City of Santa Ana in terms of staff participation, resource efficiency, design quality, innovation, public safety and comfort, budget control, and completion schedules. To assure achievement of this goal, adjustments to this program can be made. Services will include the following: Task 1 — Design Development 1.1 PROJECT COORDINATION/PROJECT MANAGEMENT MIG will coordinate and attend a kick-off meeting with City staff for a program review and verification as well as on -site review. (1 meeting). MIG will be fully responsible for the overall management and coordination for the project, which will include project development team meetings, liaison with affected agencies and utility companies, and securing permits for field studies and any other permits from other agencies. 1.2 RECORDS RESEARCH The MIG Team will research and collect all pertinent data and information regarding the existing site improvements, such as as-builts and record drawings; right-of-way data and all future improvement plans adjacent to or affecting the proposed site; existing and proposed facilities within the project limits and potential conflicts; City design standards; input from City staff; concept plan; past community input; and any other information that may affect preparation of the Design Development plan and construction documents. 1.3 GEOTECHNICAL INVESTIGATION The MIG Team will provide geotechnical services that will include geotechnical explorations, infiltration testing, and geotechnical report. 1.4 ENVIRONMENTAL CLEARANCE In accordance with the RFP, MIG will prepare and process, in compliance with the California Environmental Quality Act (CEQA), the environmental document for this project, including the proposed relocation of the existing nursery and police department facility. Based on our understanding of the project, we anticipate that it will require either a Negative Declaration (ND) or, if mitigation measures are needed, a Mitigated Negative Declaration (MND). Since the project is basically a relatively small infill of existing park facilities, compliance with CEQA requirements is expected to be relatively simple and straightforward. We have not included technical studies (i.e., Traffic Study, noise analysis, etc.) as the level of use of the park is expected to be similar to other adjoining recreational facilities and the project is not located near residential uses or other sensitive land uses. City Council 18 — 29 12/6/2022 City of Santa Ana I Santa Ana Dog Park Design Services 13 MIG will prepare an administrative draft Initial Study (for either an ND or MND) that reflects the characteristics of the project and complies with the requirements of the CEQA Guidelines. MIG will answer each Initial Study checklist question with clear, thorough, and reasoned analysis. If mitigation measures are necessary, they will be practical, logical, enforceable, and developed in close collaboration with City staff. Following City review and comment on the Administrative Draft ND or MND, we will prepare and submit a revised draft to the City for their final review. Once the City signs off on the revised draft, the ND or MND will circulated for the CEQA-required 20-day public review period. MIG will be responsible for CEQA-required noticing and distribution of the ND or MND, including forms and notices required by CEQA and filing with the Orange County Clerk. Under this task, we assume that the City will be responsible for local newspaper ads and any physical on -site posting that may be required by City regulations. Once the 20-day public review period ends, MIG will, if needed, assist the City in responding to written comments received on the ND or MND, although our budget anticipates few if any comments. Once the City approves the project, MIG will prepare a Notice of Determination (NOD). Following City sign -off, MIG will file the NOD with the Orange County Clerk within five working days of project approval. At the time of the filing, fees will need to be provided by the City as required by the State of California Fish and Game Code section 713. This fee is not included in our proposal. Budget for this task also includes one internal meeting between City staff and the MIG environmental team, and attendance at one public hearing. This task does not include AB 52 Native American consultation support. 1.5 UTILITY COORDINATION The MIG Team will provide utility coordination efforts, including but not limited to coordination with Edison for any electrical service connections and water service connections for irrigation and potable water use. 1.6 TOPOGRAPHIC SURVEY The MIG Team will provide a 20-scale topo survey with one -foot contours on a developed surface in AutoCAD 2018 format. The record paper boundary will be delineated on the survey. Benchmark and Basis of Bearing will be stated and PDF and DWG versions will both be provided. On -the -ground topographical survey work will identify existing horizontal and vertical features needed for the project as necessary for the design components identified within the RFP. The survey shall include: Adjacent existing building corners, finish floor elevations, walkways, curbs, gutters, hardscape features, stalls, and trees (typically over 4" dia, with drip lines.) This includes supplemental data where the sidewalk ADA accessibility conformance is vital to the design. The Path of Travel (POT) walkway elevations, including any existing ADA parking stall elevations. Additionally, they will locate existing visible utilities within project limits. Design -level survey and base mapping of the project site will be prepared in US Customary English Units by a California -licensed Land Surveyor in accordance with the City guidelines and in CONNECT Computer -Aided Design and Drafting (CADD) format. The horizontal datum will be NAD 83 and the vertical datum will be City Council 14 City of Santa Ana I Santa Ana Dog Park Design Services 18-30 12/6/2022 1.7 WATER QUALITY The MIG Team will prepare a Preliminary Water Quality Management Plan (pWQMP) and stormwater control plan. In addition to the required treatment of stormwater, the City has enacted a policy that any new project must have a zero net effect on the public storm drain system. Based on a preliminary review, the site will subject to the NPDES Stormwater regulations. The MIG Team will develop a conceptual method for complying with this provision and identify opportunities for low -impact development (LID) elements at the site such as green roof, pervious paving, water quality basins, and flow -through planters. We will also determine LID feasibility/infeasibility based on NPDES regulations. 1.8 PUBLIC OUTREACH The MIG Team will be available for two public outreach meetings to present the project to the community. One community meeting will be used as a workshop for the community to participate in the naming of the park and in the design of the two dog sculptures. The second community meeting will be to share the top dog park names and to showcase the dog sculpture designs that were created from their input. The MIG Team will organize, promote, and facilitate the meetings and will provide all presentation materials, graphics, renderings (up to two), and any other printed materials. The meetings will serve to discuss key project aspects, benefits to the community, and consequences of the project as well as gain input from local residents on design or aesthetic features of the project. The City will assist in providing available meeting spaces by coordinating with City facilities. 1.9 DESIGN DEVELOPMENT (30% PLANS). Based on the concept plan in the RFP, site review, staff input, and the information obtained through records research, the MIG Team will develop a schematic plan. The refined schematic plan will include all elements and amenities as described in the RFP including: three separate off -leash spaces for large, small, and elderly dogs; agility course features; dog splash pad; restroom with dog washing station; event area; walking track; information kiosk; site furnishings; landscape; two access points from Centennial Park and Santa Ana River Trail; additional parking; turnaround drop-off area; and relocated Police Training Center and City Nursery. Provide opinion of probable construction cost (OPC) for the submitted schematic plans. Present schematic plan, draft specifications, and OPC to City staff for review and input (1 meeting) Provide colored schematic plan and three (3) renderings illustrating proposed improvements MEETINGS: >> One (1) Kick -Off Meeting with City and one (1) on -site review One (1) Meeting with City staff to review 30% schematic plans and OPC >> Two (2) Public Outreach Meetings >> Monthly virtual progress meetings with City staff to obtain input and discuss any project -related items as well as provide project schedule DELIVERABLES: Three (3) copies of schematic plans for City staff review Final colored schematic plan and renderings illustrating the improvements >> Draft specifications >> Three (3) copies of preliminary opinion of probable costs >> One (1) copy of final schedule >> Digital files of all documents listed above City Council 18 — 31 12/6/2022 City of Santa Ana I Santa Ana Dog Park Design Services 15 Task 2 — Construction Documents (PS&E) 2.1 60% CD SUBMITTAL Based on the City -approved schematic plans and opinion of probable cost, the MIG Team will prepare construction drawings and technical specifications for the proposed improvements in sufficient detail for the City to approve and for contractor bidding. The plan development shall include three (3) milestone deliverables — 60%, 90% (pre -final), and 100% final. Plans will go through constructability reviews that could lead to comments and recommendations to be addressed and completed as part of the deliverables. All reports, plans, specifications, and quantity calculations will conform to criteria, policies, procedures, and standards of the City. MIG will use the boilerplate for cut sheets, specifications, and estimates provided by the City. MIG will provide a 60% construction documents (CD) submittal for review. The construction documents will include, but not limited to the following: Title Sheet Civil Engineering >> Exisitng Condition Plan » Site Demolition Plan » Horizontal Control/Site Improvement Plan >> Proosed Grading and Drainage Plan >> Typical Site Sections >> Composite (wet) Utility Plan Preliminary Water Quality Management Plan (pWQMP) >> Site Utility Plan (Sewer, Water) Landscape and Irrigation » Site Layout/Construction Plans and Details >> Site Sections, As Applicable >> Planting Plans/Details/Notes >> Irrigation Plans/Details/Calculations/Watering Schedules/Notes Site Electrical Electrical Site Plan to cover dog park site lighting; walkways/parking lot lighting; power to restrooms and for the irrigation controller; splash pad equipment; dog sculpture and nursery lighting; and adjacent existing parking area lighting upgrade >> Location of Panels, Switchgear, Meters >> Single Line Diagram >> Schedules >> Details >> Photometrics >> General Notes Architecture >> Demolition of existing prefabricated relocatable Reservations Building » Assess and relocate two (2) prefabricated relocatable Police Buildings >> Relocate one (1) prefabricated relocatable men's/women's restroom building >> Structural Plans/Details/Calculations >> Mechanical/Plumbing Plans/Details >> Electrical Plans/Details >> Construction Details /Notes >> ADA Path of Travel 2.2 90% CD SUBMITTAL MIG will incorporate the 60% CD review comments into the 90% CD submittal for review by Public Works CIP Engineering and revised per their comments. 2.3 100% CD SUBMITTAL The 100% complete construction document package will be submitted for final City review by the City Manager office; Parks, Recreation, and Community Services agency; Public Works Agency CIP Engineering Division; and Building and Safety Division. Construction documents will be prepared using the City's standard title block in AutoCAD 2021 in accordance with the 2019 California Building Code. Final construction documents are to be completed in time to advertise the project by August 2023. City Council 16 City of Santa Ana I Santa Ana Dog Park Design Services 18-32 12/6/2022 Technical specifications for all components listed above will be provided in CSI format. MIG will coordinate language between the general and technical specifications to ensure conflicts are minimized. City staff will combine these specifications with the City Boiler Plate, which together will become the Project Manual. 2.4 FINALIZED OPINION OF PROBABLE COST MIG will provide an updated opinion of probable cost that will reflect finalized plans, materials, systems details of construction, and known anticipated changes in the bidding market relative to the project. If the project exceeds the available budget, project plans and specifications will be phased as appropriate. 2.5 ELECTRONIC FILES Electronic files for all AutoCAD, reports, and calculations shall be submitted at the end of contract or when requested by the City. MEETINGS: Review meeting at 60% CD submittal to review City comments (1 meeting) Review meeting at 90% CD submittal to review City comments (1 meeting) DELIVERABLES: Six (6) sets for 60% citywide review, comments, and permits Six (6) sets for 90% citywide review, comments, and permits. >> Three (3) copies of 60%, 90%, and final opinion of probable costs (OPC) >> One (1) copy of stamped and signed originals of construction drawings for bidding phase reproduction on bond paper. » One (1) copy of 60%, 90%, and final technical specifications. >> One (1) electronic copy (disk) of construction documents for City records. Task 3 - Bid Advertisement, Construction Administration, Record Drawings 3.1 PRE -BID MEETING MIG will attend the pre -bid conference and answer questions from prospective bidders (1 meeting). 3.2 RFI CLARIFICATIONS & ADDENDA AS NECESSARY DURING BIDDING MIG will provide RFI clarifications as necessary and prepare addendums as needed to clarify certain aspects or questions regarding the plans that may arise during contractor bidding. City Council 18 - 33 12/6/2022 City of Santa Ana I Santa Ana Dog Park Design Services 17 3.3 PRE -CONSTRUCTION MEETING 3.9 AS -BUILT RECORD DRAWINGS MIG will attend the pre -construction meeting 3.4 SITE REVIEWS (BI-WEEKLY) MIG will attend bi-weekly site meetings to review construction progress and a preliminary and final inspection walk-through. (Anticipated 1 year construction) 3.5 RFI BULLETINS AND INTERPRET PLANS AND SPECIFICATIONS MIG will respond to RFls and interpret plans and specifications. 3.6 SHOP DRAWINGS SUBMITTAL REVIEWS MIG will review and approve shop drawings and samples within two weeks of receipt. Contract Change order reviews will be completed within two (2) working days. 3.7 POTENTIAL CHANGE ORDER REVIEWS MIG will assist in reviewing and processing requests for potential change orders, material submittals, or equal products. 3.8 FINAL WALKTHROUGH AND CORRECTIVE PUNCH LIST MIG will prepare a preliminary and final corrective punch list based on final review walkthrough. MIG will provide the contractor with full-sized bond drawings and AutoCAD CDs of the project as part of our scope and cost for the contractor's use for updating to as-built/record drawings. The MIG Team will review and update the as -built/ record drawings and close out documents for completeness prior to turning them over to the City. EXCLUSIONS: The following services are not included in the scope of services identified in the proposal: >> Specification City "Boilerplate" and General Conditions >> Agronomic testing >> Power Company Service Plans >> Street improvement plans >> Pot holing >> Fire system design » Off -site improvements >> Pump station design >> Mapping services (i.e., subdivision, private easement, quick claims, ROW dedications, etc.) City Council 18 City of Santa Ana I Santa Ana Dog Park Design Services 18-34 12/6/2022 ' • 2022 NDJFMAM�JJA�0NDJFMAMJ 2023 ■■■■■■■■■■■■■ 2024 I DESIGN DEVELOPMENT •••-,- Management •- Coordination/Project Project Kick-off Meeting and Site Review ® Records Research MEN MEN ■■■■■■■■■■■■■■ ®Geotechnical Investigation■■■■■■■■■■■■■■■■■■■■ Environmental ■■■■■■■■■■■■■■■■■ ® .....■■■■■■■■■■■■■■■■■■■■ Topographic■ ■■■■■■■■■■■■■■ Outreach II DesignPublic - - - CONSTRUCTION DOCUMENTS ..... ■■a■■■■■■■■■■■■■■■■■ EMEND ■■■■■■■■■■■■■■■ ®..... ■■■■■o■■■■■■■■■■■■■■ ® .. .... MEN ■■0■■■■■■■■■■■■■■ Finalized....Probable Cost ■■■■■■■■■■■■■■■■■■■■ Electronic fi- ■■■■■■■■■■■■■■■■■■■■ III BID ADVERTISEMENT, CONSTRUCTION ADMIN, RECORD DWGS. Pre -bid ■■■■■■■■■ RFI clarifications & addenda as necessary during bidding Pre -construction meeting Site Reviews (. - MEN MEN ■■■■■■■■■■■■■■ ®RFI bulletins,pret plans and. MEN ME■■■■■■■■■■■■■■■ Shop D. - ■■■MOM■■■■■ Potential .- order- MEN 0■■■■■■■■■■■■■■■ Final ..... ■■■n■■■■■n■■■■ As-BuiltRecord ... MEN n■■■■■■■■■■■■MEN MIG Work City Review • Meeting/Submittal City Council 18 — 35 12/6/2022 City of Santa Ana I Santa Ana Dog Park Design Services 19 EXHIBIT C City Council 18 — 36 12/6/2022 77 t � � I I iiii .1.l� ff p I -�Ptll 1t�.rl I! wr i I I� !� r 1 ,tl�fYu, CITY OF SANTA ANA 1 ifs I N Santa Ana Dog Park Design Services Fee Proposal I October 20, 2022 M I G 109 W. Union Avenue I Fullerton, CA 9283: (714) 871-3638 1 www.migcom.com In association with: BKF Engineers I Converse Consultants LRA Electrical Engineers I Westberc White Arch City Council 18 — 38 12/6/2022 Sr. Pmj. Mgr. I Deputy PM I Landscape Architect I DESIGN DEVELOPMENT II CONSTRUCTION DOCUMENTS III BID ADVERTISEMENT, CONSTRUCTION ADMIN, RECORD DWGS. Total MIG Environmental Admin Support Total Direct Planner Labor Costs Hours Total TOTAL WWA BKF LRA Converse Labor, Consultants Subconsultant Subconsultant Total & Direct Casts Public Works Agency www.santa-ana.org/pw Item # 19 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Architectural Design Services for Santa Anita Community Center AGENDA TITLE Approve Agreement with Little Diversified Architectural Consulting, Inc. for Architectural Design Services for Santa Anita Community Center in an Amount Not to Exceed $425,000 for a Three -Year Term (Project No. 22-1378) (Non -General Fund) (Revive Santa Ana Program) RECOMMENDED ACTION Authorize the City Manager to execute an agreement with Little Diversified Architectural Consulting to provide architectural design and contact documents for a new community center in the Santa Anita Park Project in the amount of $350,237, with a contingency of $74,763, for a total amount of $425,000, for a three-year term beginning December 6, 2022 and expiring December 5, 2025, with an option for two, one-year extensions, subject non -substantive changes approved by the City Manager and City Attorney. DISCUSSION On July 19, 2022, the City Council authorized the award of a construction contract to Byrom -Davey, Inc. for the total park renovation that includes a new synthetic turf soccer field, sports lighting, built-in concrete bleachers incorporated into the grass slopes, upper terraces to allow for groups or event canopies, a basketball court, play equipment, a parking lot expansion, concrete walkways, site lighting, and landscape and irrigation. On September 6, 2022, the City Council authorized additional contingency funding to this contract to include construction of a new community center at Santa Anita Park (Exhibit 1) On September 30, 2022, the Public Works Agency released Request for Proposals (RFP) No. 22-106A, by which it sought the services of a professional architectural firm to provide design and contact documents for a new community center in Santa Anita Park, to be constructed as part of the Byrom -Davey Inc. contract, utilizing the recently awarded additional contingency amount. The RFP was advertised on the City's online procurement management and publication system with Proposals due on October 21, 2022. Seven proposals were received and City Council 19-1 12/6/2022 Agreement with Little Diversified Architectural Consulting, Inc. December 6, 2022 Page 2 evaluated by a selection committee based on criteria outlined in the RFP. The following summarizes the top three responding firms and their ranking: Firm City Rank Little Diversified Architectural Consulting, Inc. Newport Beach, CA 1 Gooddale Architecture Planning Pasadena, CA 2 Klu er Architects Los Angeles, CA 3 Staff recommends awarding an agreement (Exhibit 2) to Little Diversified Architectural Consulting, Inc. to provide architectural design services based upon the scope of work and selection criteria outlined in RFP 22-106A. Their proposal demonstrated the firm has the necessary capacity and expertise to complete the required services. The firm's rates are reasonable and within industry standard and the team qualifications are appropriate for this project. The proposal was determined to provide the best value for the City. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT The following table summarizes the funds budgeted and available for expenditure on the design services for this project. Fiscal Accounting Unit - Fund Accounting Unit - Year Account No. Description Account No. Amount Description 2022-23 18117013-66200 American Rescue Plan ARPA-PWA, Building $425,000 (22-1378) Act (ARPA) Improvements TOTAL: $425,000 EXHIBIT(S) 1. Location Map 2. Consultant Agreement with Little Diversified Architectural Consulting, Inc. Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 19 — 2 12/6/2022 SANTAANA Project No. 22-1378 PW1 Santa Anita Park Community Center u PUBLIC WORKS AGENCY EXHIBIT 2 AGREEMENT BETWEEN THE CITY OF SANTA ANA AND LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING, INC., FOR DESIGN SERVICES FOR SANTA ANITA COMMUNITY CENTER THIS AGREEMENT is made and entered into this 6th day of December 2022 by and between Little Diversified Architectural Consulting, Inc., a North Carolina corporation ("Consultant"), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California ("City"). RECITALS A. On September 30, 2022, the City issued Request for Proposal No. 22-106A, by which it sought a qualified consultant to perform architectural consulting services for the City's new outdoor community center planned at Santa Anita Park. B. Consultant submitted a responsive proposal that was selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 22-106A. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform the services described in the Scope of Work that was included in RFP No. 22-106A, attached hereto as Exhibit A and incorporated in full, and as further described in Consultant's Proposal, attached hereto as Exhibit B and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services under this Agreement, the rates and charges identified in Consultant's Fee Schedule, which is attached as Exhibit C and incorporated in full. The total sum to be expended under the term of this Agreement, including any extension periods, shall not exceed Four Hundred Twenty -Five Thousand Dollars and Zero Cents ($425,000.00). The sum is comprised of (1) the base amount of $350,237 and (2) a contingency in the amount of $74,763 for additional services at the City's sole discretion. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting City Council 19 — 4 12/6/2022 Page 1 of 11 procedures. C. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on December 5, 2025, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for up to two (2) one-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). City Council 19 — 5 12/6/2022 Page 2 of 11 Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Consultant shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Consultant, its agents, representatives, employees or subcontractors. a. Minimum Scope and Limit of Insurance 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. 2. Automobile Liability: ISO Form Number CA 00 01 covering any auto (Code 1), or if Consultant has no owned autos, hired, (Code 8) and non -owned autos (Code 9), with a limit no less than $1,000,000 per accident for bodily injury and property damage. 3. Workers' Compensation: as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. 4. Professional Liability (Errors and Omissions): insurance appropriate to the Consultant's profession, with limit no less than $2,000,000 per occurrence or claim, $2,000,000 aggregate. 5. Broader Coverage: if the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. City Council 19 — 6 12/6/2022 Page 3 of 11 b. Other Insurance Provisions I. Additional Insured Status: The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant's insurance (at least as broad as ISO Form CG 20 10 11 85 or if notavailable, through the addition of both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 2037 if a later edition is used). 2. Primary Coverage: For any claims related to this contract, the Consultant's insurance coverage shall be primary coverage at least as broad as ISO CG 20 0104 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. 3. Notice of Cancellation: Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City. 4. Waiver of Subrogation: Consultant hereby grants to City a waiver of any right to subrogation that any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiverof subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. 5. Self -Insured Retentions: Self -insured retentions must be declared to and approved by the City. The City may require the Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City. 6. Acceptability of Insurers: Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City. 7. Claims Made Policies: If any of the required policies provide coverage on a claims -made basis: i. The Retroactive Date must be shown, and must be before the date of the contract or the beginning of contract work. City Council 19 — 7 12/6/2022 Page 4 of 11 ii. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. iii. If coverage is canceled or non -renewed, and not replaced with another claims -made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase "extended reporting" coverage for a minimum of five (5) years after completion of work. 8. Verification of Coverage: Consultant shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing allpolicy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 9. Subcontractors: Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from subcontractors. 10. Special Risks or Circumstances: City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 8. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City Council 19 — 8 12/6/2022 Page 5 of 11 City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. City Council 19 — 9 12/6/2022 Page 6 of 11 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, CA 92702-1988 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 To Consultant: Little Diversified Architectural Consulting, Inc. 1300 Dove Street, Suite 100 Newport Beach, CA 92660 Attn: Jay Tittle, Studio Principal/Principal-In-Charge A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement City Council 19 — 10 12/6/2022 Page 7 of 11 and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other consultants retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work that fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined City Council 19 —11 12/6/2022 Page 8of11 and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 20. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 21. FUNDING -RELATED PROVISIONS Funds from the Coronavirus State Fiscal Recovery Fund and/or the Coronavirus Local Fiscal Recovery Fund, together known as the Coronavirus State and Local Fiscal Recovery Funds ("CSLFRF") program, will be used to fund all or a portion of this Agreement. As applicable, Consultant shall comply with all federal requirements including, but not limited to, the following, all of which are expressly incorporated herein by reference: a. Sections 602 and 603 of the Social Security Act as added by Section 9901 of the American Rescue Plan Act of 2021 (the "Act"); b. U.S. Department of the Treasury ("Treasury") Final Rule for the Act, available at https://www.govinfo.gov/content/pkg/FR-2022-01-27/pdf/2022-00292.pdf; C. Treasury Compliance and Reporting Guidance for the Act, available at https://home.treasury. gov/system/files/ 13 6/SLFRF-Compliance-and-Reporting-Guidance.pdf, d. 2 C.F.R. Part 200 — Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards, other than such provisions as the U.S. Department of the Treasury may determine are inapplicable to the CSLFRF program and subject to such exceptions as may be otherwise provided by the U.S. Department of the Treasury; and Treasury Coronavirus Local Fiscal Recovery Fund Award Terms and Conditions; City Council 19 — 12 12/6/2022 Page 9 of 11 f. Federal contract provisions attached hereto as Exhibit D and incorporated herein by reference. Subcontracts, if any, shall contain a provision making them subject to all of the provisions stipulated in this Agreement. With respect to any conflict between such federal requirements and the terms of this Agreement and/or the provisions of state law and except as otherwise required under federal law or regulation, the more stringent requirement shall control. 22. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. In the event of any conflict or inconsistency between the terms and conditions in this Agreement and any terms or conditions set forth in any Exhibit, purchase order, or other document relating to the transactions contemplated by this Agreement, the terms and conditions set forth in this Agreement shall prevail. C. All exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: CITY OF SANTA ANA KRISTINE RIDGE Clerk of the Council City Manager APPROVED AS TO FORM CONSULTANT SONIA R. CARVALHO City Attorney Name: Deputy City Attorney Title: [signatures continued on next page] City Council 19 — 13 12/6/2022 Page 10 of 11 RECOMMENDED FOR APPROVAL Nabil Saba, P.E. Executive Director Public Works Agency City Council 19 — 14 12/6/2022 Page 11 of 11 EXHIBIT A City Council 19 — 15 12/6/2022 Appendix ATTACHMENT 1 SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR ARCHITECTURAL DESIGN SERVICES FOR A NEW COMMUNITY CENTER AT SANTA ANITA PARK RFP NO.22-106A CONSULTANT SERVICES: Consultant shall be responsible for the preparation and submittal of concept plans and the PS&E package for the above project, meeting approval from City to release far construction. A. PROJECT COORDINATION. The Consultant shall be fully responsible for the overall management and coordination for the project, which may include, but is not limited to project development team meetings, liaison with affected agencies, and utility companies. Prepare progress report and schedule, securing permits for all field studies and any other required permits from other agencies. B. RECORDS RESEARCH. Research all information pertinent to the project including, but not limited to existing field condition, as -built plans and record drawings, right-of-way data and all future improvement plans adjacent to or affecting the project site. The selected Consultant shall identify all existing and proposed facilities within the projects limits and potential conflicts. C. SURVEY (if necessary). Consultant shall identify in the proposal if the survey would be needed and the detail of the features to be surveyed. All survey and base mapping of the project site shall be prepared in US Customary English units by a California licensed Land Surveyor in accordance with the City guidelines and in Microstation V8i Computer Aided design and Drafting (CADD) format. The horizontal datum shall be NAD 83 and the vertical datum shall be NAVD 88. D. PERMIT(s). The Consultant shall be responsible for identifying and applying for any necessary permits. All permit requirements shall be include in the bid package for the project, as applicable. City Council City of Santa Ana RqR�2166A 12/6/2022 Page Al-1 E. PLANS, SPECIFICATIONS, AND ESTIMATES (PS&E) : Tasks 1-3 1. Development of Plans Specifications and Estimate PS&E : a) All reports, plans, specifications and quantity calculations shall conform to criteria, policies, procedures and standards of the City. The Consultant shall use the boilerplate for cut sheets, specifications and estimates provided by the City. b) The plan development shall include four (4) milestone deliverables30% (Concept Design), 60% (Design Development), 90% (Contract Documents: pre -final) and 100% (Contract Documents: final). The necessary plans for the PS&E package shall include, but is not limited to: ■ Title Sheet ■ Civil Engineering (for current and future park expansion) • Site Survey • Horizontal and Vertical Control Plan • Grading and On -Site Drainage Plan • Site Utility Plan ■ Architectural and Structural Engineering • Site plan showing Path of Travel (ADA) • Building Foundation, Floor & Framing Plans • Roof Framing Plan • Reflected Ceiling Plan • Interior & Exterior Elevations • Building Sections • Mechanical (HVAC) and Plumbing Plans/T-24 • Electrical Plans (building and site), including photometrics • Structural Engineering & Calculations • Architectural and Structural Details • Door/Window/Finish Schedules ■ Landscape Architectural • Site Layout/Construction Plans and Details Planting Plans/Details/Notes, as applicable h-rigation Plans/Details/Calculations/Notes, as applicable c) All calculations for the design and quantities shall be submitted as part of the PS&E submittal requirements. Quantities for all contract pay items shall be substantiated by calculations. Quantity calculations shall be neat and orderly and shall show all sketches, diagrams, and dimensions necessary to allow them to be independently used by field inspectors during construction. All quantity calculations shall be independently checked and substantiated with independent calculations. d) Electronic files for all CADD (in Microstation V8i), reports, and calculations shall be submitted at the end of the contract or when requested by the City. City Council City of Santa Ana Rffb22-196A 12/6/2022 Page Al -2 e) All electronic software developed, databases generated, spreadsheets and intellectual properties developed during the life of the Agreement shall become the properties of the City. 2. Deliverable PS&E package: a) Task 1: 30% PS&E (Preliminary Design/Concept Planning) This preliminary design phase shall include Kick-off meeting with City Staff to discuss project background, building program, project goals and objectives, potential elements and issues, schedule, review of existing information, and conduction of a site investigation. The concept design process shall include gathering community input, via neighborhood meetings. Consultant should provide allowance for up to (3) community meetings and (3) concept plans. Building program shall include multi -purpose room, one office for police substation (include 2-3 workstations, single restroom, refrigerator), one office for aquatics personnel, pool equipment room, restrooms accessible to both interior and exterior pool area. Concept should also explore possibility of a second floor reservations office with reception area, open office area with cubicles, and a small conference room. b) Tasks 2 & 3: 60% (Design Development), 90% & 100% PS&E (Contract Documents) i. Plan Package shall include, but is not limited to: ii. Design Development (60%); Task 2: Design development phase will involve development of plans based upon the approved conceptual design plan. Deliverables from this phase include, but are not limited to, site planning, architectural, civil engineering, HVAC and electrical engineering. This phase shall also include draft outline specification and "opinion of estimated cost'. iii. Contract Documents (90% and 100%); Task 3: Construction Documents phase (CDs) shall include preparation of plans and specifications for Contract Documents, based upon the approved drawings from the Design Development phase, and a finalized "Opinion of Probable Cost". iv. The Consultant shall submit the following documents for review and approval: Plans, Standard Special Provisions (SSP), preliminary quantities and estimates, pay item list, design calculations and all reports supporting the design (i.e. irrigation calculations). V. Constructability review meeting shall take place at 90% and shall include Consultant and City engineering staff. City Council City of Santa Ana RgR�22-V86A 12/6/2022 Page Al -3 vi. Permitting: Construction drawings shall be in accordance with the latest adopted California Building Code and the Americans with Disabilities Act (ADA) and will require review/approval by the City Planning and Building Agency. As a condition of plan check approval, plans, specifications and structural calculations must be signed by a California licensed architect, civil and structural engineer as appropriate. Consultant will submit to Planning & Building Agency (Building Department) for review, and respond to all comments to satisfy and finalize review and ensure issuance of building permit(s). vii. Final PS&E for approval and bidding. the Consultant shall submit one electronic set (PDF) of the following documents for construction bidding purposes: • Signed final design plans • Signed final specifications • Final cost estimate/final quantity calculations (including details of all lump sum items). This shall align with Bid Proposal items. • Final design calculations c. Task 5: Construction Support Phase: i. This task shall be included as optional in the fee proposal. ii. Consultant shall furnish, at the consultant's sole cost and expense, all necessary revised documents and drawings due to errors and omissions of the Consultant. iii. Consultant shall review and approve all submittals and shop plan drawings required to support the construction contract. Consultant shall complete shop drawings reviews within two (2) weeks of receipt. Contract Change Order reviews shall be completed within two (2) working days of receipt. iv. Consultant shall be available as requested by the City to resolve discrepancies in the contract documents. Consultant shall bring to the attention of the City any defects or deficiencies in the work by the construction contractor which the Consultant may observe. Consultant shall have no authority to issue instruction on behalf of the City, or to deputize another to do so. v. The Consultant shall prepare and deliver to the City the final as -built plans incorporating field marked prints supplied by the City. Upon completion of construction, the City will submit field -marked prints to Consultant. Consultant shall incorporate all changes to the plans electronically with all necessary revision notations and submit to the City. City Council City of Santa Ana R�§ 22-MM 12/6/2022 Page Al-4 GENERAL REQUIREMENTS The Consultant has total responsibility for the accuracy and completeness of the plans and related designs, specifications and estimates prepared and shall check all such materials accordingly. The plans will be reviewed by the City for conformity with the requirements of the Agreement. Reviews by the city do NOT include detailed review or checking of design or the accuracy with which such designs are depicted on the plans. The responsibility for accuracy and completeness of such items remains solely that of Consultant. 2. Consultant or its sub -consultants shall not incorporate in the design any materials or equipment of single or sole source origin without written approval of the City. 3. The plans, specifications, estimates, calculations, and other documents furnished under the Agreement shall be of a quality acceptable to the City. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, dated, and having the maker and checker identified. The minimum standard of appearance, organization and content of the drawings shall be that of similar types produced by the City Boiler Plate. The Consultant shall modify its work as necessary to meet the level of acceptability defined by the criteria above. 4. The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement and shall be responsible for the quality and cross coordination of building components. The Consultant shall not rely of City staff for quality control. The Quality control plan shall establish a process whereby plans are independently checked, corrected and back checked, and all job related correspondence and memoranda dated and received by affected persons and then bound inappropriate job files. Plan check shall also be provided by the City of Santa Ana's Public Works Agency (PWA) and the Parks, Recreation & Community Services Agency (PRCSA). 5. Manuals/Standards (City of Santa Ana) Where applicable, engineering design of all PROJECT improvements shall be compatible and in accordance with the following: M City of Santa Ana Standard Plans (2) Standard Special Provisions for Public Works Construction It will be the responsibility of the Consultant to verify that it has received the latest version or update of these documents. 6. Improvement plans shall adhere to City of Santa Ana Standard Plans and the Standard Special Provisions for Public Works Construction. Plans shall be computer drafted in Microstation V8i format and shall adhere to the current City of Santa Ana Public Works Agency Interagency CAD standards. 7. The Consultant's work will be subject to inspections by representatives of the City. City Council City of Santa Ana R91922-266A 12/6/2022 Page Al -5 8. Project progress • Meetings - Progress Review Meetings shall be held as deemed appropriate by the City. • Progress Reporting - Progress Reports shall be submitted at monthly intervals, indicating progress achieved during the reporting period in relation to the progress scheduled. • Project Schedule - The Consultant shall prepare the project schedule in Microsoft Project fun-nat. The project schedule should break the tasks and subtasks. Any major change to the project schedule must be approved by the City. CITY RESPONSIBILITIES The City will be responsible for the following items; • Furnishing electronic design file with City title block and title sheet (24" x 36"). • Providing CADD file of base map shown on Attachment 4. • Providing standard City boilerplate specification. • Assisting with processing plans to obtain governmental agency approvals having jurisdiction over the project. # Acting as a liaison with the appropriate decision making bodies, as necessary. • Providing standard invoice template. • Providing with a city standards, which detail manufacture and models of equipment used by the CSA Park Services Division. PAYMENT AND INVOICING Selected Consultant shall invoice the City based on time and material according to the City's standard invoice template and electronic submittal requirements. Tasks and hours shall be clearly identified and all rates must match those included in the approved agreement. City shall retain ten percent (10%) of the invoice amount from each payment until the completed Project has been accepted by the City. COMPLIANCE WITH RE UIREMENTS OF FUNDING AGENCY: This agreement will be utilizing Federal American Rescue Plan Act (ARPA) funds. Proposer shall comply with all requirements as they pertain to the use of these funds, as outlined in the Professional Services Agreement included in the Appendix of this RFP. City Council City of Santa Ana RFf922-2g6A 12/6/2022 Page Al-6 EXHIBIT B City Council 19 — 22 12/6/2022 NEW COMMUNITY CENTER AT SANTA ANITA PARK RFP NO.: 22-106A CITY OF SANTA ANA, CALIFORNIA TECHNICAL PROPOSAL OCTOBER 21, 2022 Little Diversified Architectural Consulting, Inc. 1300 Dove Street, Suite 100 Newport Beach, CA 92660 949.698.140 �it�r Council www.littleonlin .c m — 23 L I TT LE DIVERSIFIED ARCHITECTURAL CONSULTING 12/6/2022 -J I U-E-1J- LJJ I I_ I I I I I I 1- - - }, i377- R - 5 h JI - •.� CONTENTS 1. STATEMENT OF QUALIFICATIONS A. Cover Letter B. Contract Agreement Statement C. Firm and Team Experience D. Understanding of Need E. Relevant Project Experience F. References 2. SCOPE OF SERVICES AND SCHEDULE 3. FEE PROPOSAL (SEPARATE ATTACHMENT) 4. CERTIFICATIONS 5. ATTACHMENTS 1 2 3 7 14 20 City Council 19 — 24 12/6/2022 -, -j---...-.. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING October 21, 2022 City of Santa Ana Public Works Agency 20 Civic Center Plaza, M-36 Santa Ana, CA 92701 Suzi Furhanic, Project Manager RE: NEW COMMUNITY CENTER AT SANTA ANITA PARK; RFP NO.:22-106A Dear Ms. Furjanic and Selection Committee Members: There are projects that come along once a decade, or less, that signal a shift in how a community imagines itself. These projects are moments in time that make a statement about aspirations, values, goals under the umbrella of the collective — this project, and all that it embodies, is important to your community. A new Community Center at Santa Anita Park is that project that will elevate you to the next level of regional and national prominence. What excites us about your project is the opportunity to partner with your community in facilitating in envisioning and then bringing to reality a space that will unify the community and amplify its identity. These are the projects that light the fire of inspiration for any designer. From the opportunities to shape something iconic to crafting a story that is foundationally of its place in Santa Ana, the excitement among our team is palpable. The opportunities are unquestionable and boundless — but the challenges are significant as well. Right -sizing the project to fit both daily community needs as well as events; accommodating the diverse spectrum of users and visitors and seamlessly integrating a complex web of functional requirements so that, in the end, it works flawlessly; and developing a financial model that allows you to achieve your vision must be at the core of everything that you do. Our team is uniquely positioned to tackle every one of these challenges, rooted in a deep well of experience. We have the creativity, energy, and experience to turn each of them into a benchmark for success (think Ocean's 11 for community projects!). In Little you have a local team that brings not only regional expertise in community -driven sports, recreation, and wellness projects, but a depth of expertise in mixed -use and the private developer model — a critical component that will ensure the project fits into and is accretive to the value of your project. We will be by your side through your project to design beautiful, resilient landscapes that thrive. Our passion for community -driven work drives our team to execute best -in -class, design -led work every single day. Your new Community Center at Santa Anita Park must be iconic, functional, beautiful, magnetic, affordable; woven into the fabric of the City and its people, and regional in its presence and aspirations. The project can write the next chapter for what Santa Ana is and what the City wants to be. We couldn't be more excited to submit this proposal to partner with you and your team on this opportunity and be your design -led, problem - solving partner every step of the way. Thank you for your consideration. Sincerely, Jay Tittle, �; A" - A ' 1 €12 Studio Prir�' hYAP"rik0pal-In-Charge I #C12955 19 — 26 12/6/2022 1300 Dove Street, Suite 100, Newport Beach, CA 92660 1 949.698.1400 1 www.littleonline.com We have reviewed the Proposed Agreement and have only one comment, as noted below. - � j ft, --� _ _ For article 3. 7.4.1 delete or modify the last sentence starting with: `in addition, .........obtain the documents." We do not retain any paper documents, of any sort. All documents, including our files for your project documents will be stored electronically on our Cloud server. City Council 19 — 27 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 2 JAY TITTLE AIA, ALEP Principal -In -Charge I Design Principal *Primary Point of Contact 5% CORE TEAM JIM CORDOVA FARNAZ MAHJOOB SFLA WELL AP Team Leader Senior Project Manager 10% 45% MARGARITA OTIS BLACKMON MARTINEZ RA Project Facilitator QA/QC Reviewer 20% 10 /o CONSULTANTS ARACELI KRULL Senior Designer 30% GUS GALINDO Construction Administrator 30% Kimley-Horn John A. Martin & Associates Cumming P2S CIVIL ENGINEERING & (JAMA) COST ESTIMATING M/E/P & FP LANDSCAPE ARCHITECTURE STRUCTURAL ENGINEERING — — OPTIONAL SERVICES AESCO Tech P2S ULU I LGHNICAL COMMISSIONING OUR CULTURE Innovative, passionate, dynamic, trustworthy, creative, talented, We believe in the overlapping of ideas at all levels, inclusive and fun - these words describe the people who make up Little. of all fields of design. Together we probe deeply to discover We embrace a collaborative approach in the belief that we are hidden opportunities that exist within each project, and we stronger as a team than we can possibly be as individuals. capitalize on those to add unexpected value for our clients and tha rnmmi initiac that sania City Council 19 — 28 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 3 Little is a diverse, multi -disciplinary national design firm known for breakthrough ideas that create a better future for people. We believe in the power of design to transform lives. Our culture fosters an entrepreneurial spirit in our people, and as a result we challenge the status quo and continually seek to advance our designs and processes. We do this while ensuring dedicated, selfless client service — every day. We are recognized for developing exceptional design solutions that deliver RESULTS BEYOND ARCHITECTURE in the community, workplace, healthcare, and retail industries. Our California Community practice, led by Jay R Tittle, is composed of a team of professionals who have dedicated their careers exclusively to the design of California Community & Civic Projects. Our expertise covers all project types, large and small, including renovations and modernizations, new construction, ADA upgrades, interior upgrades, utility upgrades, and similar project scopes. COMPANY, LOCATION & AUTHORIZED REP: Little Diversified Architectural Consulting, Inc. 1300 Dove Street, Suite 100 Newport Beach, CA 92660 Jay Tittle, AIA, ALEP - Studio Principal T. 949.698.14001 F. 949.698.1433 E. jay.tittle@littleonline.com NUMBER OF YEARS EXPERIENCE: [9 1964 YEAR LITTLE WAS FOUNDED 58 YEARS IN BUSINESS NEWPORT BEACH CHARLOTTE 380+ . DURHAM ........................... ORLANDO PEOPLE IN FIVE ......................... LOCATIONS WASHINGTON, DC LITTLE IS AN EQUAL OPPORTUNITY EMPLOYER LEGAL FORM: Corporation (North Carolina) OWNERSHIP: Phil Kuttner, CEO John Komison, Chairman Carol Rickard, Corporate President Charles Todd, COO IN-HOUSE SERVICES: More than a traditional architecture firm, Little offers clients a complete range of diversified architectural consulting services: • ARCHITECTURE • BRANDING • INTERIORS • DIGITAL VISUALIZATION • ENGINEERING • INTEGRATED FACILITY • SUSTAINABILITY TECHNOLOGY • SITE DESIGN Little is a professional organization representing diverse backgrounds, races, and beliefs. This diversity is pivotal to our success in serving our clients and for making this such an exceptional company to be part of. We value the differences among ourselves and show a high degree of professional courtesy and respect to one another. Little is committed to being an equal opportunity employer. In accordance with anti -discrimination law, we expressly prohibit any form of discrimination and workplace harassment based on race, color, religion, gender, sexual orientation, gender identity or expression, ethnic/national origin, age, disability, genetic information, or marital or military/veteran status. Little conforms to the spirit as well as to the letter of all Apphrahle laws anrd regiilatinnc City Council 19 — 29 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 4 Little (a North Carolina Corporation) was established in 1964 by William (Bill) Little, mentoring new generations of designers and leaders. During the past 56 years, Little has completed projects for hundreds of public school clients throughout the country. Today, Little is a highly diversified firm of nearly 400 professionals in five locations across the country. For over five decades, Little has been serving a wide range of clients and has built up a complete in-house expertise and capabilities for holistic, integrated architecture and engineering — providing clients with the most efficient, sustainable, high-performance design. We are driven by our commitment to demonstrate that design has a powerful and measurable impact on improving human and organizational performance. In doing so, we are advancing the relevance and importance of design among people in the organizations and communities we serve. Little is dedicated to enhancing client performance by orchestrating the right mix of expertise, creativity and innovation to design new dimensions of success. FIRM -WIDE STAFF BREAKDOWN 900 ARCHITECTS 38 ENGINEERS `��/// ARCHITECT INTERNS • INTERIOR DESIGNERS '7 10 LANDSCAPE ARCHITECTS 2 ACCREDITED LEARNING ENVIRONM E NT PLANNERS LIGHTING CERTIFIED 2 4 LEER ACCREDITED PROFESSIONALS WELL ACCREDITED 4 PROFESSIONALS CERTIFIED PLANNER 1 BUILDING ENERGY MODELING PROFESSIONAL City Council Our current corporate management structure is a matrix with leadership of our practice areas (Community, Retail, Healthcare, Workplace and Consulting Specialties) partnering with our office leadership in Newport Beach, CA; Charlotte, NC; Durham, NC; Orlando, FL; and Washington, DC. This management group is led and supported by a CEO, Phil Kuttner, and a President, Carolyn Rickard-Brideau. More than a traditional architecture firm, Little offers clients a complete range of diversified architectural consulting services. Architecture Design Project Execution Construction Quality Assurance Engineering Structural Engineering Mechanical Engineering Electrical Engineering Lighting Design Low Voltage Engineering Interiors Interior Design Programming Space Planning Occupancy Strategy Change Management Site Design Landscape Architecture Civil Engineering Land & Master Planning Urban Design Site Development/Entitlements Consulting Sustainability Sustainability & Wellness Certification Management & Execution Environmental Impact Analysis Building Performance Optimization Energy & Daylight Modeling Facility Assessments & Feasibility Studies Branding Brand Strategy Experience Design Environmental & Print Graphics Wayfinding & Signage Digital Visualization Renderings, Animation, & Interactive Business Tools Capital Campaign, Pre -Leasing Corporate Communication Videos Virtual & Augmented Reality Digital Signage & Content Development Integrated Facility Technology IWMS Consulting & Implementation Building Sensor/Mobile Engagement Implementation Computer Aided Facility Management 19 — 30 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 5 Firm Overviews: Subconsultants KIMLEY-HORN CIVIL ENGINEER & LANDSCAPE ARCHITECT Kimley-Horn and Associates, Inc. is a full -service, privately - owned consulting firm recognized as a leader in providing comprehensive and innovative environmental, planning, transportation planning and engineering, and civil and structural services to public and private -sector clients. Kimley-Horn provides clients with a team of experienced planners in a firm including more than 600 civil and transportation engineers, planners and environmental specialists, and other design professionals in 12 offices throughout California - where we have conducted business for over 20 years. Founded in 1967, we have grown from a small group of traffic engineers and transportation planners to a multidisciplinary firm of over 6,100 employees in more than 106 offices nationwide. Our continued growth and stability over the past 55 years is the direct result of our commitment to integrity and dedication to providing quality client servic. Much of our growth extends from the confidence and trust that clients have in us. Our long record of technical achievements is enhanced by our reputation for effective management and personal service. Our clients receive the local knowledge and responsiveness of a small firm backed by the resources only a national firm can provide. With the Kimley-Horn team, your best interest will always be the focus of our efforts. Kimley-Horn has worked with Little for more than 22 years on over 100 projects. CONTACT Mr. Barsin Bet Govargez, P.E. - Civil Engineer 1100 W. Town & Country Road, Suite 700 Orange, CA 92868 1657.204.5037 1 E. barsin.betgovargez@kimley-horn.com www.Kimley-horn.com .r _ JOHN A. MARTIN & ASSOCIATES (JAMA) STRUCTURAL ENGINEER With 70 employees located in offices in Southern and Northern California, John A. Martin & Associates (JAMA) works to complete structural designs for an annual average of 12 million SF of new construction worldwide. Founded in 1953, the firm has proven capabilities in structural design for all project types and sizes, completed in both the private and public sectors. By continually embracing new and expanding design and analysis technologies, JAMA delivers faster and more efficiently. An in-house BIM Director and skilled Production staff allow the firm to balance cutting edge techniques with lessons learned from over 68 years of engineering practice to address a range of renovations, new construction and rehabilitation projects. JAMA has worked with Little for more than 40 years on over 70 projects. CONTACT Shane Fitzgerald, S.E., DBIA- Partner T. 213.785.31611 E. fitzgerald@johnmartin.com 950 S. Grand Avenue, 4th Floor, Los Angeles, CA 90015 www.johnmartin.com/ City Council 19 — 31 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 6 P2S MEP / FP ENGINEER P2S, Inc. has brought forward -thinking, sustainable engineering solutions to California and beyond for over 31 years. We provide mechanical, electrical, and plumbing engineering and design services to both public and private K-12 institutions. Our services have spanned over 30 K-12 districts in California, including renovations, expansions, new builds, energy assessments, and campus -wide modernizations. Just as importantly, we know how to keep your school operational so students can continue to learn, interact and thrive. P2S has worked with Little for more than 5 years on 14 projects. CONTACT Mr. Wesley McKean Associate Principal/Engineering Group Leader 5000 E. Spring Street, Suite 800 Long Beach, CA 90815 T. 562.497.2999 1 E. wes.mckean@p2sinc.com www.p2sinc.com CUMMING COST ESTIMATING Cumming Management Group, Inc. (Cumming) is a privately held corporation founded in California in 1996. Cumming is a leader in providing project consulting services to the A/E/C industry, including cost and project management, planning and scheduling, and construction dispute resolution. Now beginning its 26th year of business, Cumming has 1,200 team members within 40 office locations, which provide services to clients around the world. Throughout its history, the company has remained focused on one goal: to assist its clients in managing the critical issues of time and cost from conception through closeout. With an understanding of program goals and expectations, a suite of solution -oriented services is provided to meet the project needs. CONTACT Mr. Alan Campbell, MRICS, NEBOSH Managing Director - Cost Services 130 Vantis Drive, Suite 110 Aliso Viejo, CA 92656 T. 949.334.88681 E. acampbell@cumming-group.com https://cumming-group.com City Council 19 — 32 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 7 GOAL SETTING AND COMMUNITY ENGAGEMENT Our design team will initially conduct visioning sessions with all project stakeholders, including users, City property management and maintenance staff as well as others as desired. This collaborative goal setting ensures a common understanding from the inception of the project and establishes the foundation for how we will measure success at project completion. Ultimately your definition of success is the only one that matters. Part of these visioning explorations also involve actively engaging your community. Given the public health concerns, this is a particularly challenging time to gather public input, however there are a number of ways to approach the challenge. It will be important to provide a variety of methods to get maximum participation and inclusivity, ideas such as: • Groupmap exercise. This is the quietest brainstorming session one could attend! This online platform allows participants to provide their ideas as well as provide feedback on other participants ideas in real time. It is a wonderful tool to get folks who ordinarily wouldn't speak up in a public setting to have their voice heard. • Outdoor public meetings. These could be small group meetings, socially distanced, at various times during the day so that they are flexible and accessible. Or use a football field to do a more physically interactive exercise with children in the community. • A community bulletin board. Post a bulletin board, supplied with sticky notes and pens, with question prompts for community members to post their comments in City Hall, the Memorial Park Center, or the Police Department. Photos could be taken daily to track the development. • Online town hall meeting. These could be moderated discussions with "breakout rooms" to allow for smaller group discussions. HOW DO WE GENERATE THE BEST RESULTS? Our entire process involves collaboration with our clients and partners, so that each project results in something we've created together. firainssnrim - - - - - - K 3.H--OJ l4ra-as ➢YUir {Yrl+".—i10FTRr tyd,-S Ih15 tnwr yr-_--rorturuleJ • .,A da-N--7—k to sh—th—rt yrid ramr H,gPNurt— ri Suaaortfu p:� on Favr m d'oc�x xrilF, tlnar d�Jdrm Pd'1R +iSh PdfkS dfd R4{tp pr9MA49Tld1.43y [d�1pSf4r kjdsdxurgr's pere�ts y3 ttl•npr kltup? ,• VA— d, Q CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 7 Our Design Philosophy THROUGH DESIGN WE HAVE THE OPPORTUNITY AND RESPONSIBILITY TO MEASURABLY IMPROVE PEOPLE'S LIVES. �Q a 2 w P 4 y J OUR WORK .9O3o %TILS CW"p thr 81tAlet, �pe�FQRMAtVC��v Our work is characterized by a combined focus on design excellence, innovation and exceptional service. Little's Workplace Practice is built upon decades of experience. Our team of workplace designers, planners, strategists and thought leaders truly understand how your space can positively impact every aspect of your business. OUR METHODOLOGY Our design process is characterized by intense collaboration between each design discipline, our client and users, from project inception through occupancy. As a multi -disciplinary firm, we leverage each of our design disciplines to maximize the potential of every project. We fuse our diverse knowledge with that of our client to create solutions that measurably improve the performance of the people and organizations we serve. OUR CULTURE Innovative, passionate, dynamic, trustworthy, creative, talented and fun - these words describe the people who make up Little. We embrace a collaborative approach in the belief that we are stronger as a team than we can possibly be as individuals. We believe in the overlapping of ideas at all levels, inclusive of all fields of design. Together we probe deeply to discover hidden opportunities that exist within each project, and we capitalize on those to add unexpected value for our clients and the communities they serve. City Council 19 — 34 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 8 Regenerative Design AT LITTLE, WE WORK EVERY DAY TOWARD A GOAL OF DESIGNING PROJECTS THAT NOT ONLY DO LESS HARM, BUT ULTIMATELY DO GOOD - REGENERATIVE PROJECTS THAT ACHIEVE A SUCCESSFUL BALANCE BETWEEN ENVIRONMENTAL, ECONOMIC AND HUMAN FACTORS. Each of our projects is highly focused on health of people and the environment. We employ a diverse set of skilled individuals who ensure that each of our projects meets specific criteria and has a specific emphasis on the following issues: HFALTF We will design environments that elevate the health & wellness of the people who use them ENERGY We will use a smart, responsible design approach to reduce the energy demand of our projects PATHWAY TO A REGENERATIVE FUTURE FOCUS AREAS OFME,,,,,, F i al W r. . i WATER s 41rrLE'S FOCUS AREAS OF M�PSv WATER We will design for the preservation & conservation of water We will embrace Universal Design and design for Social Equity through empathetic, inclusive and intentional planning City Council 6 Y 6 1 L M 6 1 Y61\A—r3lo U 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 9 We understand the opportunity ahead — to create a multi- purpose destination that bolsters economic vitality and serves the community for decades to come. Our planning and design approach will center on these key tenants of a community - focused facility: • Creating a flexible multipurpose center for sports and community functions • Designing an architecturally iconic center that inspires and establishes a sense of place • Fostering well-being of people and place through energy efficient, sustainable, and public health initiatives. • Establishing a catalyst for mixed use development and community growth EXPERIENCE Modern recreation and sports complex facilities are a catalyst for holistic health —housing services that improve the mental and physical wellbeing of their community members as well as provide inspiring spaces for human performance. When designed to serve a diverse range of interests, recreational and sports programs benefit the whole person —mind, body, and spirit. Risk -taking activities like rock climbing build confidence, while strength training heightens concentration —both of which contribute to improved cognitive performance. Multi -purpose spaces for yoga and meditation offer mechanisms for reducing stress and improving mental health. Social connections formed during group exercise give patrons a sense of community— an important pillar of sustained health. When sustainably designed, the building itself contributes to the wellbeing of its occupants. Strategies that prioritize air ventilation and low- '9 SauARE' PLANNIN VOC materials enhance indoor air quality, which improves cognitive function. Interior glass partitions facilitate access to natural light and promote social connection, both known to bolster community energy. Well organized spaces and high - quality materials create a welcoming environment —contributing to the overall user experience. BRAND The image of the building will represent its purpose, with an aesthetic that visually communicates innovation in recreation and community development. The building will balance modern design and City design standards, existing in harmony with the fabric of its surroundings while elevating the facility as a state-of-the-art attraction. Designed for unending discovery, the building will draw people back again and again. DESTINATION The building must create a memorable first and last impression, drawing people toward it with a design that is evocative, enabling visitors to experience the building in ways that inspire the human spirit. The facility will serve as a welcoming gesture of hospitality, inviting people to socialize and be inspired by the activities that unfold within. A cross -disciplinary approach to recreation and sports facilities improves both the wellbeing of its members and the long-term vitality of the community. Robust amenities in a well -designed space attract new residents as well as tournament environments that people look forward to visiting and participating. Multi -modal spaces enhance building flexibility and adaptability, ensuring long- term relevance as the community focused facility. DESIGN AND DECISION MAKING Our belief is that a successful project must have clear direction and parameters from the very beginning. Our process is designed to reconcile needs, costs, and schedule clearly and quickly. G APPROACH 9 > ildrd(:-W'7 E IP[A.r G) G) 3 , 1 REFI"Ep CONSENSUS -DRIVEN IDEAS DESIC,N City Council 19-36 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 10 One of the first tasks of the process is to work with the City of Santa Ana is to customize the techniques noted below to form an inclusive, effective decision -making and consensus -building organization. When the project is finished, we want the entire core group/design team to believe without doubt that all ideas were explored, and the very best design solution was executed. Our approach to planning begins with a thorough review and understanding of the vision. We will investigate not only the focus on current design trends in indoor recreation and sports facilities, but also your fiscal framework as it relates to programming and operations. We understand that informed decisions made at the beginning of the project guide the best directions taken during the design phase. The design team will review in detail all relevant information in context with the existing site, our findings from visits, conversations, and interactions with all key stakeholders. Early design workshops will be conducted with designated key staff to further our knowledge of specific desires, your current and anticipated needs, as well as outline all sustainable goals. Project goals, priorities, expectations, and key milestones will be established early on and used to benchmark the project's success. The team assembled for this project strongly values the importance of listening and understanding the characteristics/ uniqueness of each opportunity. Having completed numerous sports and recreation complexes across the country, our team is aware of many unique and key issues that are critical to the success of this project. ENGAGING COMMUNITY We design with communities to create spaces where they can build community now and in the future. Our tailored engagement process is focused on place -making to help build consensus and shared ownership of the project. Community consensus and support during the design will be integrally linked to the success of the project. Our comprehensive process, assessment, communication, goal setting, and workshops allow us to design with the community. The key to achieving design and programming consensus is to provide an inclusive, transparent process that allows the community to understand design goals, while providing an opportunity for meaningful input. INTERACTIVE WORK SESSIONS It is anticipated that design team workshops will be one a month (in person) through construction documents. In addition, we recommend having a working video conference meeting (every 2 weeks) to address any issues that may come up throughout the process. We are committed to sustainable or ecological design with every project. This means making sure that our design efforts work with our earth's ecological systems. Sustainable initiatives will be an integral part of this effort. COMMUNICATE Iteration — in concert with you, our client — is a core part of our process. Our'9 Square' planning approach is a well -honed process of workshops and consensus building that allows project designs to evolve naturally and without roadblocks. The workshop approach concentrates involvement of stakeholders to make efficient use of their time, experience, and input while creating a positive buy -in to the major ideas behind the design concepts and why decisions have been made. CONSTRUCTION DELIVERY EXPERIENCE With a national footprint, our team has extensive experience in all forms of construction delivery. For projects to be successful under this method, the architect must engage early on and maintain constant communication with the construction partner. Early involvement of the construction partner allows for critical, informative decisions to be made that in return save time and money. WE WILL MAKE IT HAPPEN Our team philosophy is "we will make it happen." Our staff is trained to be resolution driven with a focus on execution and timely completion. We insist that all our sub -consultants share our same hands-on approach to our clients. Our goal on every project is to generate a successful project which is measured by client satisfaction. We are very successful in developing award winning projects, but this is not the sole driving force behind our project delivery approach. Our number one goal on every project is a highly satisfied client. Interactive 'work sessions' are the baseline to our approach and will involve key personnel from the City and the design team. These work sessions define and explore issues, brainstorm concepts and i y ounce 19 — 37 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER 111 QUALITY ASSURANCE Quality Assurance and Quality Control are not singular events that occur once or twice during a project. They are ongoing processes that purposefully inform the entire project design, documentation and construction. To ensure we deliver on our commitment to quality and the results we promise, we have dedicated resources within our team to help facilitate the following: Build the Right Team — We begin by dedicating hands-on senior leadership to the client and project, to bring depth of expertise and authority to adjust staff and resources as required. Establish Clear Roles and Accountability for Project Goals — Our Project Plan makes responsibilities, milestones and deadlines clear to all team members, and weekly coordination meetings ensure that the overall project is progressing properly. Capitalize on the Best Collaboration Tools - • Building Informational Modeling (BIM) • Newforma, a powerful project management tool that enhances collaboration • Project Websites, a single repository for all information that provides protected access Be Proactive About Coordination — The Project Plan includes work sessions for the entire team (including A&E teams) to discuss and resolve questions and coordination issues and to confirm your needs are being met throughout the evolution of the design Conduct Deliberate Quality Assurance Reviews — Peer reviews of construction documents are orchestrated at key points in the process and to help ensure that we are including all information the contractor needs. Maintain Staff Continuity — By maintaining the same team throughout the project, project goals developed at inception and decisions made during the design are maintained through construction. QUALITY CONTROL Focus on Construction Contract Administration — To ensure continuity of project goals, team members assigned to Construction Contract Administration have been part of the project team in design and production. Establish Teamwork — We proactively educate the contractor on the project's history, goals and key design drivers. Our CA team works with the contractor and client representatives to establish expectations early in the construction phase to pro -actively provide guidance on project requirements and identify deficiencies. Manage the Process — Well executed process management is crucial for any construction project. Timely decisions must be made to maintain the project schedule and minimize changes. We manage this activity through a protected project website that documents and tracks deadlines for submittals and approvals, RFI's, requests for change orders and project logs. City Council 19 — 38 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 12 HOW DO YOU MANAGE THE PROCESS? To stay on top of all issues throughout the construction phase, we use an electronic and protected CA website to track all construction - related information, which provides the following benefits: • All project information resides in a single electronic file and is accessible from any location. • Little takes our Quality Assurance and Quality Control very seriously, so when change orders arise on project, we react quickly to ensure quality is maintained and costs are under control. We will provide full design solutions and coordination with the contractor for any item that is an error or omission on the project, tracking these items on a spreadsheet that is made available to the owner. • Upcoming deadlines for submittals and approvals automatically appear in advance to enable us to identify critical path deadlines and make sure the contractor is aware PROJECT CLOSEOUT of that deadline. • All submittal and approval 'deadlines' and 'actuals' are clearly evident to the entire project team, which enhances accountability and provides an early warning system for delays. • All Requests for Information and Change Orders are tracked in one location, providing a real-time log that holds all parties accountable for meeting each other's needs. • In the absence of any team member, all other team members have immediate access to the information and are able to keep the project moving forward. The construction phase of the project is a critical one; decisions must be made in a timely fashion to assure that the project schedule is maintained and any changes to the project are kept to a minimum. As projects move into construction, the focus shifts to monitoring the performance of the contracts. The most schedule -critical part of our service is to provide timely submittal reviews, responses to questions and requests for information. Our team is committed to assisting the building There are three components of the project close-out process that we feel are vital to the overall success of the project: • 0&M Procedures: We believe that our ability to document 0&M procedures, as -built drawing, warranty, and legal requirements in a way that is usable to the College once you take occupancy is unparalleled in the design industry. Post Occupancy Evaluation: Typically conducted one year after building occupancy, Little will perform an evaluation to determine how the building is performing. This goes beyond the standard warranty walk- thru to determine overall functionality, durability, and user satisfaction. • Success Measurement: Establishing goals and objectives in early Visioning Sessions sets the tone for follow up after the building is completed to evaluate and benchmark the success of the design as it relates to their impact on your bottom line; i.e. ability to / • c•• •• •7 ••• •� •• • •� • •_ _•• •• u•_ •� • • �• •• CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 13 PROJECT/OWNER/LOCATION SCOPE Year CLIENT CONTACT Complete Kinesiology, Athletics & Aquatics Center 13,000 SF (37,650 GSF of Conditioned Program; Ms. Rachelle Favis Program Manager Orange Coast College 9,250 GSF Shade Canopy; 65M x 75' Competition 2020 714.559.1449 Costa Mesa, CA Pool; 25-Yard x 75' Instructional Pool); $32M rfavis1 @cccd.edu Locker Room Renovation Ms. Rachelle Favis Orange Coast College Locker Room Renovation/Access Compliance; 2020 Program Manager Costa Mesa, CA $2,723,428.00 714.559.1449 rfavis1 @cccd.edu Gender Neutral Restroom & Mother's Ms. Jennifer Baker Room Remodel 260 SF; Remodel/Renovation; ADAAccess; 2019 Project Manager San Diego Convention Center $125,000 619.525.5263 San Diego, CA jennifer.baker@visitsandiego.com Verdugo Gym 16,400 SF; 2-Story Gym addition to existing Ms. Silva Sorkazian Glendale Community College Verdugo Gym; Seismic Upgrades; Sustainable & 2019 Design & Construction Mgr. Glendale, CA Wellness Design - LEED Certified; $31 M 818.561.0456 ssorkazian@glendale.edu San Elijo Campus Student Services & 11,320 SF New Bldg.; Consolidated all Student Mr. Tom Macias Administration Building Services under One Roof; Admin. Offices; Meeting 2022 Director of Facilities MiraCosta Community College Spaces; Bookstore; Healthcare Center; $31 M 760.522.6838 Cardiff, CA tmacias@miracosta.edu Oceanside Campus, B1000 18,000 SF; Renovation to Admin. Bldg. on main Mr. Tom Macias Administration Building Renovation campus housing entire college executive team; 2022 Director of Facilities MiraCosta Community College $7M 760.522.6838 Oceanside, CA tmacias@miracosta.edu Updated Library to serve growing population in Skyline Hills Branch Library Community; Won the 2017 Unique Special Project Ms. Misty Jones City of San Diego MeritAward from AGC Build San Diego & 2018 2017 Library Director San Diego, CA Construction Risk Partners Build America Award 619.236.5870 for buildings under $10M New Construction from LibraryDirector@sandiego.gov the Association of General Contractors; $8.8M Washington Elementary School 27,022 SF; Modernization/Additions; New Mr. Ed Cunningham Modernization & Library Technology; Flexible Furniture; High -Performance, 2019 Principal, LCC3 Pomona USD NextGen Learning Environments; WELL Building 909.476.3567 Pomona, CA Design Concepts; $34M ed@lcc3.com Sonora HS Gym New 2-story gym, 28,000 SF, w/weight training, Mr. Todd Butcher (retired) Fullerton JUHSD dance, lobby, support spaces, sitework; 2019 Former Director of Facilities Fullerton, CA $13,191,911 951.453.0163 turNvorldl@icloud.com Duarte High School Sports Complex Mr. Brad Patterson (retired) Duarte USD Sports Complex In Progress Former Chief Facilities Officer Duarte, CA 626.203.3039 bpatt5352@gmail.com 1. Saddleback College, TAS Swing Space II 2. Irvine Valley College, ADA Upgrades Phase 1 1. 2017 Mr. Park Davis South Orange County Community 3. Saddleback College, PE Renovation 2. 2020 Assistant Director, Facilities Capital College District 4. Districti-Wide ADA Upgrades/District 3. 2020 Outlay Projects (Acting) Mission Viejo, CA & Irvine, CA Warehouse Canopy 4. 2022 949.943.4610 5. Saddleback College, Parking Lots 10, 11, 12, 5. 2021 pdavis7@ivc.edu 13 Resurfacing City Council 19 — 40 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 14 PROJECT/OWNER/LOCATION SCOPE Year CLIENT CONTACT Complete Mr. Richard Laret Building C Site Barrier Removal ADA Compliance Upgrades; Reconstructing Executive Director of Facilities & Pasadena City College Drainage Lines; $450,000 2019 Construction Services Pasadena, CA 626.585.7691 rlaret@pasadena.edu Moorpark College Signage & Wayfinding Mr. John Sinutko Ventura Co. Community College District Branding/Signage/Wayfinding 2021 Director of Facilities 805.378.1454 Moorpark, CA jsinutko@vcccd.edu FMP to ensure future capital investments made Becky Miller Ms.throughout Facilities Master Plan the County are maximized & targeted Pro Project Manager Charlotte -Mecklenburg Library to address existing users. The plan will be In Progress 704.578.9998 Charlotte, NC utilized in the upcoming Mecklenburg Co. Capital Becky.Miller@ Improvement Plan budget process for the FY2024 mecklenburgcountync.gov 2028 5-year plan. Wilson Family YMCA & Teen Center 3-Story Bldg; State -of -the -Art Wellness Venue for Mr. Tim Carr YMCA of the Triangle Teens & YMCA Members; Multi -Functional Gym; In Real Estate & Facility Mgmt. Wilson, NC Exercise Equipment Area; Studios/ Natatorium; Progress 919.719.9622 Pool; Community Meeting Areas Tim.Carr@YMCATriangle.org Student Union Mr. Scott Phillips Campbell University Meeting Spaces; Food Service; Fitness; Retail; 2019 Dir. of Facilities Mgt. Buies Creek, NC Student Services 910.893.1610 phillipss@campbell.edu Government Center South & Library 58,000 SF plus 6,000 SF Addition; Consolidation Mr. Steve Ward Director of Public Utilities Harnett County of Library/Training Center/Admin Offices for 2021 3.7575tt.org Lillington, NC County; Meeting Spaces; Training Areas; $22.2M sward@harnett.org 48,000 SF; Multi -Functional Gym; (2) Pool Aquatic Ms. Michelle Bowers Warlick Family YMCA Center; Land Planning; Fundraising Assistance; Executive Director Gaston County YMCA Admin. Offices; 2-Story Kids Adventure Climbing 2018 704.810.8597 Gastonia, NC Station; Cafe; Boathouse; Chapel; Athletic Fields; mbowers@gastonymca.org $15,968,893 Taylor Family YMCA & Cary 15,000 SF; Zero -Entry Kids Pool; Secure Mr. Tim Carr Aquatic Center Vestibules & Lobby; Locker Rooms; Land 2020 Real Estate & Facility Mgmt. YMCA of the Triangle Planning; Pool Design; Some Elements are LEED 919.719.9622 Cary, NC Certified Tim.Carr@YMCATriangle.org Main Library Interior Renovation & Ms. Sara Gilbert -Kay ADA Upgrades Facilities Assessments; Interior Renovation; ADA In Progress Project Coordinator Gaston County Library Compliance Upgrades 704.862.6627 Gastonia, NC sara.gilbert-kay@gastongov.com Community Support Spaces; County Office Mr. Steven Sweat, AIA, LEED AP Valerie Woodard Center Phase III Spaces; Conference & Training Rooms; Flexible/ 980.314.2521 Mecklenburg County Adaptable Spaces; Healthy Work Spaces; 2019 steven.sweat@ Charlotte, NC LEED Platinum Certified - the first in the County; mecklenburgcountync.gov $62,649,810 Community Center 1,000-person Facility; Flexible Meeting Rooms; Father Esau Garcia Holy Cross Catholic Church Large Gathering Space; Improved Parking; Site 2019 407.931.6226 Orlando, FL Improvements egarcia@hcchurch.org City Council 19 — 41 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 15 r J r COMPTON COLLEGE: COLLEGE POLICE/ PUBLIC SAFETY BUILDING Compton, CA The Compton Public Safety Building is the campus' hub for Campus Police related operations. The facility serves as a dispatch, training facility, and support space for campus officers and serves as the student, administrators, and public touch point to campus safety. The project was charged with the task of providing high security, meeting the complex daily needs of campus officers and their equipment, and implementing a layout that would boost officer's efficacy. A key component of hitting these priorities was the team's interactive and immersive activities during the programming and schematic phase of the project. The users and stakeholders of the project were asked to think about specific spaces, how they are used, and were asked to assemble bits and pieces of the program to come up with a facility that reflected their needs. The finalized design not only addresses the needs of the College but responds to the existing site along Artesia Blvd, environmental conditions, and campus appeal. Services: Architectural Design I Landscape Architecture City Council 19 — 42 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 16 GLENDALE COMMUNITY COLLEGE: VERDUGO GYM EXPANSION & ADA/ SEISMIC UPGRADES Glendale, CA This project consists of a new $31M, 16,400 SF, 2-story gym addition to the existing Verdugo Gym. The new structure is steel framed at the upper gym level with buckling restrained braced frames for seismic, resting on a concrete podium for locker and fitness rooms at the lower level. The scope also included a voluntary seismic upgrade to the existing 39,000 SF Verdugo Gym, a concrete structure with a wood sheathed roof. The upgrade focused on properly anchoring the concrete walls to the roof. This project incorporated sustainable and wellness design and pursued LEED certification. Services: Architectural Design I Landscape Architecture I Land Development I Civil Engineering I Structural Engineering City Council 19 — 43 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 17 I k6� Anh. City Council ORANGE COAST COLLEGE: KINESIOLOGY, ATHLETICS, & AQUATICS COMPLEX Costa Mesa, CA The project was a product of a truly collaborative effort between OCC's Kinesiology & Athletics division and Little. During the early stages, the Division's goals were defined through visionary & programming exercises. These goals guided the team in tackling both design & budgetary challenges throughout the project, which was conceptualized w/the simple idea of "movement" to reflect a key characteristic of both kinesiology & athletics. Movement is reflected in the architectural elements that flow from the northern welcoming wing of Division Offices & Athletic Training to the southern end facilitating aquatics. The complex houses programs such as adapted PE, equipment management, and locker and team rooms. Working with an ambitious program, tight site, and budget constraints, among other challenges, the success of this project was a result of the team effort between the college and Little. The project included 113,000 SF (37,650 GSF of Conditioned Program; 9,250 GSF Shade Canopy; 65M x 75' Competition Pool; 25-Yard x 75' Instructional Pool). Services: Architectural Design I Landscape Architecture I Land Engineering 19 — 44 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 18 City Council law... mi CITY OF SAN DIEGO: SKYLINE HILLS BRANCH LIBRARY San Diego, CA The Skyline -Paradise Hills Community had seen 60% growth in population over the past 40 years. Boasting one of the most diverse populations in San Diego, the Branch seeks to serve as a 'gateway' and civic 'signature' into a unique community that celebrates diversity and growth through education. In response to this need, Little developed DREAM, HOPE, INSPIRE, a design mission centered around inspiring life-long learning through connection to knowledge and vice versa. Weaving this concept throughout our design fulfilled the Community's desire for a 21st Century library that celebrates community, rich languages, and a love of reading for pleasure. The philosophical design response seeks to "Improve the Human Condition," understanding that learning and growth happen holistically through mind, body and spirit enrichment. Human senses of touch, sight, taste, smell and hearing was stimulated through fragrant gardens, inspirational architecture, technologies, food service, creative learning space, interactive art, audiovisual stimulation and collaborative assembly space. The design aesthetic was a timeless inspirational design with cultural diversity celebrated through ethnic arts installations emphasizing the themes of DREAM, HOPE, INSPIRE. Services: Architectural Design I Advanced Building Technologies LEED Consulting I Concept Developmen+ 19 — 45 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 19 CLIENT REFERENCES BYROM-DAVEY Mr. Steve Davey, President T. 858.513.7199 1 E. steved@byrom-davey.com • Oxnard UHSD, (6) HS Stadium Replacement Projects, Oxnard, CA • Long Beach USD, Wilson HS & Cabrillo HS Track & Field Projects, Long Beach, CA • Los Angeles USD, Roosevelt & Garfield, Los Angeles, CA (Design -Build Competition) FULLERTON JUHSD Mr. Todd Butcher (retired) Former Director of Facilities at Fullerton JUHSD Former Construction Director at Santa Ana USD T. 951.453.0163 1 E. turfworld1@icloud.com • Santa Ana USD, Garfield ES Community Center • Fullerton JUHSD, Sonora HS Gym, Fullerton, CA • Fullerton JUHSD, Historic Auditorium Seismic & ADA Upgrades, Fullerton, CA DUARTE USD Brad Patterson (retired) Former Chief Facilities Officer T. 626.203.3039 1 E.bpatt5352@gmail.com • Duarte HS Sports Complex, Duarte, CA • Duarte HS Culinary Arts, Duarte, CA OXNARD UHSD Mr. Poul Hanson District Bond Projects Manager T. 805.385.2683 1 E. Poul.hanson@oxnardunion.org • Oxnard UHSD, (6) HS Stadium Replacement Projects, Oxnard CA U W: City Council CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 20 SCOPE OF _ r SERVICES & SCHEDULE City Council AM ' \3 12/6/2022 TASK 1: PRE -DESIGN Preliminary design shall include Kick-off meeting with City Staff (representatives from Public Works Agency and Santa Ana Library) to discuss scope of work, project goals and objectives, potential elements and issues, schedule, review of existing information and site investigation. • Deliverables shall include a Work Task Plan, Schedule, Geotechnical Report and Site Survey. Work Plan should include key milestones and highlight tasks associated with historical registry requirements. TASK 2: CONCEPT DESIGN Concept design shall include up to three (3) meetings with City Staff to brainstorm and review potential layouts. Additionally, outreach shall be conducted in up to three (3) public meetings to provide the community an opportunity to review the concept designs and provide input. Please provide creative methods used to engage the community on needs and priorities while keeping the project on schedule. i.e. workshops, online polls. • Deliverables shall include up to three (3) schematic concept designs, with a minimum of six (6) perspective drawings/ renderings for each the following: exterior from Civic Center Dr., main level book stacks, kid's area, teen space, Santa Ana History Room and east entrance from exterior for fundraising and use in presentations to potential library donors, would also be required. • Final Concept shall be approved by City Staff TASK 3: DESIGN DEVELOPMENT (50% PLANS) Design development will involve the schematic development of plans based on the approved conceptual design plan, which shall include but is not limited to survey, civil design, geotechnical investigation and report (for soils analysis), infiltration testing„ architectural design, landscape architectural design, structural design, interior design, furniture selection, electrical engineering, mechanical and plumbing engineering, draft technical specifications and "opinion of estimated cost'. TASK4: CONSTRUCTION DOCUMENTS (90%AND 100% PLANS) Construction Documents (CDs) shall include finalizing approved deliverables from the Design Development phase. This includes the provision of detailed engineering and construction drawings that will serve as the basis for both bidding and construction by a general contractor. • Deliverables shall include 90% and 100% plans, structural calculations, CASP report, final technical specifications, finalized "Opinion of Probable Cost". 100% plans will go through a constructability review that could lead to comments and recommendations that should also be addressed and completed as part of this deliverable. Plans: Plans shall include, but are not limited to the following: • Title Sheet • Civil Engineering • Site Erosion Plan • Parking lot along Ross Street with Access Control (parking meters, gate, bollards, etc.) Horizontal and Vertical Control Plan • Grading And On -Site Drainage Plan • Site Utility Plan • Landscape Architectural • Site Layout/Construction Plans And Details (including plumbing) • Site Sections, as applicable • Planting Plans/Details/Notes Irrigation Plans/Details/Calculations/Notes • Architectural • Demolition Plans (Basement, 1st, & 2nd Floors) • Construction Plans (Basement, 1 st, & 2nd Floors) • Reflected Ceiling Plans (Basement, 1 st, & 2nd Floors) • Deliverables shall include a 50% set of plans, including site » Furniture Plans (Basement, 1st, & 2nd Floors) section studies, draft specification, "Opinion of Probable » Exterior Elevations Cost". » Interior Elevations Mechanical and Plumbing Plans/T-24 Electrical Plans, as applicable Architectural Details City Council 19"— 4 ruc ura a cu a ions 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 22 Door/Window/Finish Schedules, as applicable ADA Path of Travel design and/or signage Plan • Structural Engineering Structural Design and Detailing • Mechanical Engineering & Plumbing • Electrical Engineering Electrical Site Plan to include walkway/parking lot lighting, irrigation. Photometrics. Location of panels, switchgear, meters Schedules Details Notes, specifications 9 Plan Check & Permits: Construction drawings shall be in accordance with the 2019 California Building Code and will require review/approval by the City Planning and Building Agency. Additionally, this would be subject to review by the Historic Resources Commission. TASK 5: BID ADVERTISEMENT, CONSTRUCTION ADMINISTRATION, RECORD DRAWINGS: • Bid Advertisement: Consultant shall provide support to the City during the Bidding phase by assisting with questions, requests for information/clarification, or conflicts arising out of the bidding process. Consultant shall also attend pre -bid meeting, if scheduled. • Construction Administration: Consultant shall provide support to the City during the Construction Administration phase by assisting with questions, requests for information/ clarification, and/or reviewing submittals. • Record Drawings /As -built Plans: Upon construction completion, consultant shall incorporate as -built information, as provided by the General Contractor, into the drawing files to provide record drawings for City archives. CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 23 City Council 19 — 50 12/6/2022 Appendix ATTACHMENT 3-1: NON -COLLUSION AFFIDAVIT CERTIFICATIONS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, conLvved or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Mon -collusion Affidavit is park of the Proposal. Signing this Proposal on the signature cn thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are taut' ned that making a false certification may subject the certifier to criminal prosecution. Signed State ofCalffIgm 1 County of Is kh this cartSErrrW Is Qiotschld, sraS not accuracy,orvolldttye chatdocurr,amg. Subscribed and sworn to (or affinned) before the ❑n this Mi—*day ofQdrAn, 20 ,--Uy proved to rate on the basis of satisfactory evidence to be the person(4) who appeared before me, No ry Public Signature BERNA I rE LAZZARA Notary Public - California i "M, Orange County ' Commission 0 2367092 Comm. Expires Auq 17, 2025 Notary Public Seal City of Santa Ana RFP Page A3-1 City Council 19 — 51 12/6/2022 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting tliis bid or proposal, to the hest of his or her knowledge and be] i cf, that: I . No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the erttcring into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant., loan, or cooperative agreement. 2. If any funds otlicr than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed wizen this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. 5, Code. Any person who fails to file the required certification small be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such faiture. The prospective participant also agrees by submitting Iris or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100.000 and that all such sub recipients shall certify and disclose accordingly. firm Little Diversified Architectural Signed and Printed Name: Jay Tittle, AIA , ALEP Title Studio Principal Date 10.21.2022 Clty of Santa Ana RFP City Council 19 — 52 12/6/2022 Appendix ATTACHMENT 3-3: NON-❑ISCRtNW4;ATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: The Consultant shall not discriminate against any employCC Or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affinnative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, rotor, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;; layoff or termination; rates of pay or other forms of compensation; and selection for training,. including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or undcrstandin.g, a notice to be provided advising the said labor union or workers' representatives of the Consultant's cominitments undue this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4, The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965. and of the rules, regulations, and relevant orders of the Secretary of Labor. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and order's of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may he declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or ruder of the Secretary of Labor, or as otherwise provided by law. 7, The Consultant shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted City of Santa Ana RFP Page A3-3 City Council 19 — 53 12/6/2022 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the cinployinent of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is s)Arjtn �J.tt7e penalties unposed for a violation of the Chapter. Signed: Title: Tittle. AIA . ALEP Finn: Little Diversified Architectural Date: 10.21.2022 City of Santa Ana RFP City Council 19 — 54 12/6/2022 owl4c 11 ma I% . Counce JAY TITTLE AIA, ALEP PRINCIPAL -IN -CHARGE/ DESIGN PRINCIPAL LITTLE EDUCATION: B.S., Architecture, California State Polytechnic University, San Luis Obispo, CA PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Architect, State of CA (#C 12955) • Accredited Learning Environments Planner (ALEP) • American Institute of Architects (AIA) • Coalition for Adequate School Housing (CASH) • Association for Learning Environment (A4LE) YEARS OF EXPERIENCE: • 38 Years of Experience • 31 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: 5% Jay has over 30 years of experience in the planning, design, and renovation of California K-12 campus' and community projects, stressing a commitment to design, project management, facility planning, quality control, and contract administration. He began his career in educational design with the twin campus of Bernardo Heights Middle School/ Rancho Bernardo High School for Poway USD, the largest State -funded project in California at the time. This experience inspired a passion for collaborating with communities and their leaders, educators, students, and stakeholders. This passion was fueled by his ability to create impactful learning environments and community spaces which often represent breakthrough ideas for school districts and communities that improve the lives of end -users and students. He is a hands-on leader and is actively engaged during all phases of every project to ensure consistency in leadership and to provide effective communication and coordination. As an adept and strategic problem solver, Jay has demonstrated an ability to work with divergent community groups and to bring forth solutions that all parties adopt as their own. So what does this mean for your project? It means that Jay will bring forth these skills throughout to achieve your goals relative to program, schedule and budget. Jay's depth of experience on all types of buildings and projects is one of the benefits his clients' enjoy. The thoughtfulness and creativity of his designs is a powerful combination that benefits each client he works with. RELEVANT PROJECT EXPERIENCE: • Santa Ana USD, Garfield Community Center - Santa Ana, CA • Santa Ana USD, Segerstrom/YMCA Aquatics Center - Santa Ana, CA • Santa Ana USD, Century HS Classroom Addition - Santa Ana, CA • Santa Ana USD, Garfield ES Addition - Santa Ana, CA • Santa Ana USD, Spurgeon Intermediate School Classroom Addition - Santa Ana, CA • Antelope Valley College, Performing Arts Center - Lancaster, CA • Victor Valley College, Music Bldg. Renovation - Victorville, CA • Fullerton JUHSD, Sonora HS Gym - Fullerton, CA • Fullerton JUHSD, Aquatics Complex - Fullerton, CA • Duarte USD, Duarte HS Sports Complex - Duarte, CA • Long Beach USD, Wilson HS & Cabrillo HS Track & Field Projects - Long Beach, CA • Oxnard UHSD, (6) HS Stadium Replacement Projects - Oxnard, CA • Montebello USD, Schurr HS Aquatic Center - Montebello, CA • Pomona USD, Washington ES Modernization & Additions incl. Library - Pomona, CA • Pomona USD, Roosevelt ES Modernization & Additions - Pomona, CA • La Habra SD, Washington MS Gym - La Habra, CA • Ojai USD, Matilija MS Gym & Parking Lot - Ojai, CA • Tustin USD, Tustin HS Quad - Tustin, CA • Tustin USD, Tustin HS 2-Story Classroom Addition - Tustin, CA • William S. Hart UHSD, Canyon HS Performing Arts Center - Santa Clarita, CA • Antelope Valley UHSD, Eastside HS - Lancaster, CA City Council 19 — 57 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I vii JIM CORDOVA SFLA TEAM LEADER LITTLE EDUCATION: CASH, School Facilities Leadership Academy (SFLA) Graduate PROFESSIONAL REGISTRATIONS & AFFILIATIONS: Coalition for Adequate School Housing (CASH) YEARS OF EXPERIENCE: • 38 Years of Experience • 30 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: • 10% Jim is a thoughtful and client -focused project director and team leader with more than 38 years of experience focusing on California K-12 campus environments. He is a recent graduate of the CASH Leadership Academy. Jim oversees projects from beginning to end to ensure client satisfaction every step of the way by providing oversight to the design and construction team. His dedication to selfless client service coupled with his deep expertise and relationships with DSA gives him the perspective to creatively solve any issue that may arise along the way in a timely manner to keep you, the contractor, and the team happy and engaged. Jim's career includes working on a variety of complex projects in multiple delivery methods, as well as local and State Funded projects. RELEVANT PROJECT EXPERIENCE: • Glendale Community College, Verdugo Gym - Glendale, CA • MiraCosta Community College, San Elijo Campus Student Services & Administration Building - Cardiff, CA • MiraCosta Community College, Oceanside Campus 131000 Administration Building Renovation - Oceanside, CA • Ventura County CC District, Moorpark College Signage & Wayfinding - Moorpark, CA • Pasadena City College, Building C Site Barrier Removal - Pasadena, CA • Pasadena City College, Galloway Plaza Cafe - Pasadena, CA • South Orange Co. CC District, Saddleback College, TAS Swing Space II - Mission Viejo, CA • South Orange Co. CC District, Saddleback College, PE Renovation - Mission Viejo, CA • South Orange Co. CC District, Saddleback College, Parking Lots 10, 11, 12, 13 Resurfacing - Mission Viejo, CA • South Orange Co. CC District, District -Wide ADA Upgrades/District Warehouse Canopy - Mission Viejo, CA & Irvine, CA • South Orange Co. CC District, Irvine Valley College, ADA Upgrades, Phase I - Irvine, CA • San Bernardino Valley College, Media & Communications - San Bernardino, CA • San Bernardino Valley College, North Hall - San Bernardino, CA • San Bernardino Valley College, Chemistry/Physical Sciences Building - San Bernardino, CA • CA State University Fresno, McLane Hall - Fresno, CA • Santa Ana USD, Garfield Community Center - Santa Ana, CA • Santa Ana USD, Segerstrom/YMCA Aquatics Center - Santa Ana, CA • Santa Ana USD, Century HS Classroom Addition - Santa Ana, CA • Santa Ana USD, Garfield ES Addition - Santa Ana, CA • Santa Ana USD, Spurgeon Intermediate School Classroom Addition - Santa Ana, CA • Pomona USD, Washington ES Modernization & Additions incl. Library - Pomona, CA • Pomona USD, Roosevelt ES Modernization & Additions - Pomona, CA • Montebello USD, Schurr HS Aquatic Center - Montebello, CA • Fullerton JUHSD, Sonora HS Gym - Fullerton, CA • Long Beach USD, Shade Structures - Long Beach, CA • La Habra SD, District -Wide Shade Structures - La Habra, CA • Compton USD, Bunche MS & Dominguez HS Marquee Projects - Compton, CA City Council 19 — 58 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I viii FARNAZ MAHJ00B WELL AP SENIOR PROJECT MANAGER LITTLE EDUCATION: • Bachelor of Architecture, CA Polytechnic University, Pomona PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • WELLAccredited Professional YEARS OF EXPERIENCE: • 11 Years of Experience • 10.5 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: • 45% Farnaz has been involved with a variety of project types from programming to construction, extensively in the public education and community markets with an emphasis on K-12 schools. As Senior Project Manager, she will work directly with the entire team including the consultants during the course of the project to ensure the delivery of a well - coordinated project. She is also involved with the project budget schedule and client relationship. She understands the unique processes of Division of State Architect and has exceptional organizational skills. RELEVANT PROJECT EXPERIENCE: • Santa Ana USD, Garfield Community Center - Santa Ana, CA • Pasadena City College, Building C Site Barrier Removal - Pasadena, CA • Pasadena City College, Galloway Plaza Cafe - Pasadena, CA • Santa Monica College, Arts Complex - Santa Monica, CA • City of San Diego, Skyline Hills Branch Library - San Diego, CA • Glendale Community College. San Gabriel Building First Floor Renovation - Glendale, CA • Glendale Community College, Verdugo Gym - Glendale, CA • South Orange Co. CC District, District -Wide ADA Upgrades/District Warehouse Canopy - Mission Viejo, CA & Irvine, CA • South Orange Co. CC District, Saddleback College Quad - Mission Viejo, CA • Duarte USD, Duarte HS Sports Complex - Duarte, CA • Fullerton JUHSD, Sonora HS Gym - Fullerton, CA • Oxnard UHSD, (6) HS Stadium Replacement Projects - Oxnard, CA • Pomona USD, Washington ES Modernization & Additions incl. Library - Pomona, CA • Pomona USD, Roosevelt ES Modernization & Additions - Pomona, CA • Santa Cruz County Office of Education, Green Valley Community School - Santa Cruz County, CA • Monterey County Office of Education, Salinas Community School - Salinas, CA • Long Beach USD, Shade Structures - Long Beach, CA • La Habra SD, District -Wide Shade Structures - La Habra, CA • Ojai USD, Matilija MS Gym & Parking Lot - Ojai, CA • Ojai USD, Matilija MS Library Renovation - Ojai, CA • Santa Monica -Malibu USD, Muir ES Modernization - Santa Monica, CA • Tustin USD, Tustin HS 2-Story Classroom Addition - Tustin, CA . ('harbor r)nlr I i(zn Accof AAnnanomonf C+i uAw _ r nvino r A CITY OF SANTA ANA: NEW COMMUNITY CENTER I ix ARACELI KRUL SENIOR PROJECT DESIGNER LITTLE EDUCATION: Bachelor of Architecture, Polytechnic University of Pomona, CA National Technical University of Athens, International Program, Athens, Greece YEARS OF EXPERIENCE: • 21 Years of Experience • 11 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: • 30% Araceli has designed projects that are sensitive to the end -user and involve the community in the design process. She is experienced in master planning, phasing, community design charettes, schematic design, interior design, design development and construction documentation of a wide variety of building types including community centers, aquatic complexes, educational facilities, commercial buildings, and more. She has also designed projects with a focus on Green Building Design and CHPS. Araceli has worked on Design -Build Projects with a focus on design and coordina- tion with consultants and has worked closely with our clients to ensure the development of the appropriate architectural expression with regard to aesthetics, function, flexibility, cost, and client satisfaction. RELEVANT PROJECT EXPERIENCE: • Santa Ana USD/City of Santa Ana, Garfield Community Center - Santa Ana, CA • Santa Ana USD, Garfield ES CR Building - Santa Ana, CA • Pasadena City College, Galloway Plaza Cafe - Pasadena, CA • College of the Sequoias Tulare Center for Technology & Agriculture, COS Nursing, and COS Administration Remodel - Visalia, CA • Antelope Valley College, Performing Arts Theater, Lancaster, CA • Long Beach Community College, Science/ Technology Center Competition • Duarte USD, Duarte HS Sports Complex - Duarte, CA • Montebello USD, Schurr HS Aquatic Center - Montebello, CA • La Habra SD, Las Positas/Imperial K-8 Conversion - La Habra, CA • La Habra SD, District -Wide Shade Structures - La Habra, CA • Ojai USD, Matilija MS Quad - Ojai, CA • Monterey County Office of Education, Bard Blades School - Salinas, CA - . toils Santa Ana USD, Garfield Elementary School- -ago_ Santa Ana, CA Asa * -: s• p. BLS" .,'°��►' +i�a)�1 +� a y ■�� City Council 1 CITY OF SANTAANA: NEW COMMUNITY CENTER I x MARGARITA MARTINEZ PROJECT FACILITATOR LITTLE EDUCATION: • B.A., Business Administration, University of Devry YEARS OF EXPERIENCE: • 16 Years of Experience • 16 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: 20% Margarita has over 16 years of experience as a closeout specialist with Little. She organizes and processes forms necessary to close school district projects with certification through the Division of the State Architect (DSA). In addition to maintaining relations with DSA, she researches and compiles information and documentation on contractors, inspectors, engineers and consultants that are needed for DSA certification and close of file. She maintains correspondence internally with staff to ensure documents are compiled and accurate for DSA submittal. She is thoroughly detail oriented and tenacious... and always with a smile. RELEVANT PROJECT EXPERIENCE: • MiraCosta Community College, Oceanside Campus B1000 Administration Building Renovation - Oceanside, CA • South Orange Co. CC District, Saddleback College Quad - Mission Viejo, CA • Duarte USD, Duarte HS Sports Complex - Duarte, CA • La Habra SD, District -Wide Shade Structures - La Habra, CA • Pomona USD, Washington ES Modernization & Additions incl. Library - Pomona, CA • Pomona USD, Roosevelt ES Modernization & Additions - Pomona, CA • Antelope Valley UHSD, Eastside HS - Lancaster, CA • Palmdale SD, (10) School Modernizations - Palmdale, CA • Tustin USD, Foothills HS & Tustin HS Master Plan & Transformation Projects - Tustin, CA • Tustin USD, Tustin HS 2-Story Classroom Addition - Tustin, CA • Oxnard UHSD, (6) HS Stadium Replacement Projects - Oxnard, CA • Compton USD, Centennial HS; Dominguez HS; & Bunche MS Marquee Projects - Compton, CA • Corona Norco USD, Scoeboard & Marquee Projects - Corona, CA • Monterey County Office of Education, Salinas Community School - Salinas, CA • Monterey County Office of Education, Bard Blades School - Salinas, CA • Long Beach USD, Shade Structures - Long Beach, CA • Montebello USD, Bell Gardens Fire Alarm Project - Montebello, CA • Ojai USD, Matilija MS Gym & Parking Lot - Ojai, CA • Ojai USD, Matilija MS Library Renovation - Ojai, CA • Ojai USD, Meiners Oak ES Field Renovation - Ojai, CA • Ojai USD, Topa Topa Field Renovation - Ojai, CA • Ojai USD, Mira Monte Field Renovation - Ojai, CA • Palmdale SD, David G. Millen Intermediate School - Palmdale, CA • Palmdale SD, Palmtree ES - Palmdale, CA • Santa Monica -Malibu USD, Muir ES Modernization - Santa Monica, CA • Temple City USD, Cloverly ES Modernization Phases 1 & 2 - Temple City, CA • Temple City USD, La Rosa ES Modernization Phases 1 & 2 - Temple City, CA • William S. Hart UHSD, Canyon HS Auditorium - Santa Clarita, CA City Council • Keppel USD, DailpG-44i Relocatable - Palmdale, dp-16/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xi OTIS BLACKMON RA QA/QC REVIEWER LITTLE EDUCATION: • Bachelor of Arts, University of California, Berkeley PROFESSIONAL REGISTRATIONS & AFFILIATIONS: Registered Architect, State of CA [#C-24040] YEARS OF EXPERIENCE: • 46 Years of Experience • 19 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: • 10% Otis is a key advisor to the entire Team regarding QA/QC, technical and documentation solutions, as well as Construction Phase team dynamics. He has extensive design and construction experience with community projects, higher education, and K-12 schools and clearly understands the unique processes of the DSA. He will bring his 46 years of experience and in-depth skills to benefit the City of Santa Ana. RELEVANT PROJECT EXPERIENCE: • Compton College, Campus Police - Compton, CA • Orange Coast College, Kinesiology, Athletcis, & Aquatics Center - Costa Mesa, CA • Santa Monica College, Arts Complex - Santa Monica, CA • MiraCosta Community College, San Elijo Campus Student Services & Administration Building - Cardiff, CA • MiraCosta Community College, Oceanside Campus 131000 Administration Building Renovation - Oceanside, CA • South Orange Co. CC District, District -Wide ADA Upgrades/District Warehouse Canopy - Mission Viejo, CA & Irvine, CA • Duarte USD, Duarte HS Sports Complex - Duarte, CA • Duarte USD, Duarte HS New Tennis Complex - Duarte, CA • Duarte USD, Duarte HS Culinary Arts - Duarte, CA • Antelope Valley UHSD, Eastside HS - Lancaster, CA • Fullerton JUHSD, Sonora HS Gym - Fullerton, CA • Fullerton JUHSD, Fullerton HS Gym - Fullerton, CA • Fullerton JUHSD, Historic Auditorium Seismic & ADA Upgrades - Fullerton, CA • Palmdale SD, David G. Millen Intermediate School - Palmdale, CA • Palmdale SD, Cimarron ES - Palmdale, CA • Simi Valley USD, Simi Vista ES Administration Building - Simi Valley, CA • Tustin USD, Tustin HS 2-Story Classroom Addition - Tustin, CA • Tustin LID, Foothill HS & Tustin HS Campus Transformation Projects - Tustin, CA • Tustin USD, (4) MS Activity Centers - Tustin, CA • William S. Hart UHSD, Canyon HS Auditorium - Santa Clarita, CA • William S. Hart UHSD, Canyon HS Bldg. Q Music - Santa Clarita, CA City Council 19 — 62 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xii GUS GALINDO CONSTRUCTION ADMINISTRATOR LITTLE EDUCATION: • Bachelor of Architecture, CA State Polytechnic University, Pomona, CA YEARS OF EXPERIENCE: • 21 Years of Experience • 11.5 Years with Little OFFICE: • Newport Beach, CA TIME DEDICATED TO PROJECT: • 30% Gus is an architectural Construction Administrator with more than 21 years of experience assisting our teams in developing, planning, directing, coordinating, and preparing Construction Documents for submission to state and local government agencies. As a result, he has developed excellent working relationships with agencies such as the Division of State Architect (DSA) and local fire departments, which allows for expedited project submittals. Our clients often share with us how they appreciate the quiet and collaborative way that Gus solves problems and keeps construction projects on schedule and within budget. We are confident that the City of Santa Ana will as well. RELEVANT PROJECT EXPERIENCE: • Santa Ana USD, Century HS Quad - Santa Ana, CA • Rancho Simi Recreation & Park District, Guarding Building - Simi Valley, CA • Glendale Community College, Verdugo Gym - Glendale, CA • Glendale Community College, Welding Shop - Glendale, CA • Charter Oak USD, Charter Oak HS Aquatic Center - Covina, CA • Montebello USD, Schurr HS Aquatic Center - Montebello, CA • Duarte USD, Duarte HS Sports Complex - Duarte, CA • Oxnard UHSD, (6) HS Stadium Replacement Projects - Oxnard, CA • Long Beach USD, Shade Structures - Long Beach, CA • Long Beach USD, Wilson HS & Cabrillo HS Track & Field Projects - Long Beach, CA • Pomona USD, Washington ES Modernization & Additions incl. Library - Pomona, CA • Pomona USD, Roosevelt ES Modernization & Additions - Pomona, CA • Pomona USD, District Facility Master Plan - Pomona, CA • Fullerton JUHSD, Sonora HS Gym - Fullerton, CA • Los Angeles USD, Westminster ES - Los Angeles, CA • Simi Valley USD, New Classroom Building - Simi Valley, CA • Simi Valley USD, Vista ES Entry Quad - Simi Valley, CA • Sim Valley USD, Vista ES New Administration Bldg. - Simi Valley, CA • Simi Valley USD, Royal HS New Classroom Building - Simi Valley, CA • Temple City USD, Cloverly ES Modernization Phases 1 & 2 - Temple City, CA • Temple City USD, La Rosa ES Modernization Phases 1 & 2 - Temple City, CA • Huntington Beach City SD, Seacliff ES - Huntington Beach, CA • La Habra SD, District -Wide Shade Structures - La Habra, CA • Keppel USD, Daisy Gibson Relocatable - Palmdale, CA • Monrovia USD, Roofing Repairs - Monrovia, CA • Ojai USD, Matilija MS Gym & Parking Lot - Ojai, CA • Ojai USD, Matilija MS Library Renovation - Ojai, CA City Council 19 — 63 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xiii BARSIN BET GOVARGEZ P. E . CIVIL ENGINEER KIMLEY-HORN EDUCATION: • Master of Science, Structural Engineering, California State University, Northridge • Bachelor of Science, Civil Engineering, Azad University of Ormiyeh, Iran PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Professional Engineer, State of CA [#81751 ] YEARS OF EXPERIENCE: • 24+ Years of Experience • 1 Year with Kimley-Horn Barsin has more than 24 years of experience in civil engineering in education, commercial, housing, and city capital improvement projects. He has proven expertise in the areas of survey, planning, design, construction documents and detailing, cost estimation and analysis, and project management of civil engineering projects. He monitors project design, progress, and quality to ensure they are meeting the highest of standards while also staying within contract budgets and meeting project schedules. RELEVANT PROJECT EXPERIENCE: • City of Santa Ana, 17th Street Triangle Park Restoration Project - Santa Ana, CA • Santa Ana College, P.A.M. Site Improvements - Santa Ana, CA* • Saddleback College, The Quad - Mission Viejo, CA* • Los Angeles Southwest College, Campus -Wide Domestic & Fire Water Upgrade - Los Angeles, CA • Orange Coast College, Kinesiology & Athletics Complex - Costa Mesa, CA* • Irvine Valley College, Quad Improvements & ADA Upgrades - Irvine, CA* • South Orange County Community College District, Saddleback College, Fine Arts Plaza Improvements & ADA Upgrades - Mission Viejo, CA* • South Orange County Community College District, Saddleback College, Parking Resurfacing Project - Mission Viejo, CA* • MiraCosta Community College San Elijo Campus Student Services - Cardiff, CA* • MiraCosta Community College Oceanside Campus - B1000 Administration Renovation & Swing Space - Oceanside, CA* • Glendale Community College, PE Gymnasium Expansion & Sierra Nevada Remodel Swing Space - Glendale, CA* • Duarte USD, Duarte HS Sports Complex - Duarte, CA* • Duarte USD, Duarte HS Culinary Arts - Duarte, CA* • Simi Valley USD, Royal HS New Classroom Building - Simi Valley, CA* • Long Beach USD, Wilson HS Track & Field - Long Beach, CA* • Los Angeles USD, Westminster ES - Los Angeles, CA* • Montebello USD, Transportation Yard - Montebello, CA* • Pomona USD, Washington ES Modernization - Pomona, CA OFFICE: KIMLEY-HORN SANTA ANA-AREA EXPERIENCE: • Orange, CA Kimley-Horn has completed over 350 parks projects over the last seven years across the country. We are highly experienced at master planning, consensus building, placemaking, and designing parks that have been successfully implemented for communities to enjoy. In addition to our team's extensive parks and recreation experience, we also offer significant civil engineering and landscape architecture experience on projects completed and ongoing for the City of Santa Ana, including the 17th Street Triangle Park Project. Kimley-Horn is currently serving as Landscape Architect and Civil Engineer for this renovation project; the scope includes the re -design of the overlook deck utilizing structural steel, new planting and irrigation throughout the park area, establishing power and new night lighting, and some interpretive signage. City Council 1 —4 12/6/2022 *Performed prior to Kim ey- orn CITY OF SANTA ANA: NEW COMMUNITY CENTER I xiv �4 f 5 •x MICHAEL LEDBETTER PLA, ASLA LANDSCAPE ARCHITECT KIMLEY-HORN EDUCATION: • Bachelor of Science, Landscape Architecture, University of Kentucky PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Professional Landscape Architect, State of CA [#5553] YEARS OF EXPERIENCE: Michael is a landscape architect with more than 22 years of diverse professional experience who recently joined Kimley-Horn as a Senior Project Manager and Practice Builder. He has extensive design and production management experience, leading projects from entitlements through construction. He has a strong design sense that he brings to all sectors of our land development portfolio including public parks, urban design, commercial, retail, higher education, and healthcare. He is passionate about sustainable design and is focused on being progressive when it comes to regenerative and resilient design trends currently sweeping the profession. He works closely with our civil team to develop site designs that not only function but deliver the objectives of the program with casual elegance, making spaces to be enjoyed by all who experience them. RELEVANT PROJECT EXPERIENCE: • City of Santa Ana, Cabrillo Park Irrigation - Santa Ana, CA • City of Santa Ana, 17th Street Triangle Park - Santa Ana, CA • Saddleback College, The Quad - Mission Viejo, CA • South Orange County Community College District, Saddleback College, Fine Art Plaza Improvements and ADA Upgrades - Mission Viejo, CA* • Irvine Valley College, B-Quad - Irvine, CA* • Duarte High School, Tennis and Gymnasium - Duarte, CA • Roosevelt and Garfield DB - Los Angeles, CA • The Hub at Fullerton - Fullerton, CA • Anaheim Convention Center Grand Plaza - Anaheim, CA* • Townsquare Park - Ontario, CA* • Lake Forest Sports Park - Lake Forest, CA* • Los Robles Cancer Center - Thousand Oaks, CA • Zion Market Courtyard - San Diego, CA • Southbay Galleria - Redondo Beach, CA • 22+ Years of Experience KIMLEY-HORN SANTA ANA-AREA EXPERIENCE: • 1 Year with Kimley-Horn Kimley-Horn has completed over 350 parks projects over the last seven years across the country. We are highly experienced at master planning, consensus OFFICE: building, placemaking, and designing parks that have been successfully • Orange, CA implemented for communities to enjoy. In addition to our team's extensive parks and recreation experience, we also offer significant civil engineering and landscape architecture experience on projects completed and ongoing for the City of Santa Ana, including the 17th Street Triangle Park Project. Kimley-Horn is currently serving as Landscape Architect and Civil Engineer for this renovation project; the scope includes the re -design of the overlook deck utilizing structural steel, new planting and irrigation throughout the park area, establishing power and new night lighting, and some interpretive signage. City Council *Performed priorto KAT-45 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xv SHANE FITZGERALD S.E. PRINCIPAL -IN -CHARGE/ STRUCTURAL ENGINEER JAMA EDUCATION: • B.S., Civil Engineering, California Polytechnic State University,San Luis Obispo PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Professional Structural Engineer, State of CA [# SE 4757] • Registered Professional Civil Engineer, State of CA [# CE 57961 ] • Design Build Institute of America (DBIA), Professional • Structural Engineers Association of Southern California, Member • DSA Structural Safety and Structural Plan Review Certified • California Office of Emergency Services - Post -Disaster Safety Assessment Evaluator YEARS OF EXPERIENCE: • 27 Years of Experience • 20 Years with JAMA OFFICE: • Los Angeles, CA As Principal -in -Charge, Shane serves as JAMA's direct, day-to-day point of contact. Through the design of dozens of similar projects, he is keenly aware of the unique project requirements. A member of the John A. Martin & Associates, Inc. staff since 2002, Shane brings more than 27 years of experience in structural engineering design and project management. His participation and involvement will include the oversight of the licensed structural design team, allocation and commitment of the firm's resources, and quality reviews to ensure that the structural system optimally meets both design and structural/seismic requirements. RELEVANT PROJECT EXPERIENCE: • Santa Ana High School, Tenent Improvements - Santa Ana, CA • Los Angeles County, Lennox Constituent Service Center Adaptive Reuse - Los Angeles, CA • Thomas Jefferson Recreation Center - Wasco, CA • Barstow College, Wellness Center - Barstow, CA • Portersville College, Wellness Center - Bakersfield, CA • St. Genevieve, Parish Hall & Auditorium - Panorama City, CA • Lake Tahoe Community College, University Center - Lake Tahoe, CA • Los Angeles USD, Linda Esperanza Marquez High School - Huntington Park, CA • Bakersfield Area Park Project - Bakersfield, CA • St. Elizabeth Ann Seton, Multi -Purpose Building - Bakersfield, CA JAMA SANTA ANA-AREA EXPERIENCE: • Ronald Reagan U.S. Federal Building and Courthouse - Santa Ana, CA • Orange County Public Law Library Expansion - Santa Ana, CA • Santiago Springs Condominiums - Santa Ana, CA • Santa Ana Unified School District Heroes Elementary School, Santa Ana, CA Century High School, Santa Ana, CA Spurgeon Intermediate School Sepulveda Elementary School Santa Ana College, Santa Ana, CA Building G Miscellaneous Improvements Library Building Seismic Upgrade Weight Pavilion City Council 19 — 66 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xvi BEN ROGOWSKI S.E. SENIOR PROJECT MANAGER JAMA EDUCATION: • M.S., Civil Engineering - • Structural Engineering, University of Southern California • B.S., Civil Engineering - emphasis in Structural Engineering, University of Southern California • A.S., Mathematics, Bakersfield College PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Professional Structural Engineer, State of CA [#SE 6559] • Registered Professional Civil Engineer, State of CA [#PE 82147] • DSA Structural Safety and Structural Plan Review Certified • Memberships: Structural Engineers Association of Southern California; American Society of Civil Engineers; USC Construction Alumni Group, Member YEARS OF EXPERIENCE: • 11 Years of Experience • 11 Years with JAMA OFFICE: • LosAngeotgtouncil With a wide variety of project experience, Senior Project Manager Ben excels at design efficiencies. Since joining the firm in 2011, he has led design and analysis efforts on new construction, seismic retrofits, and modernization projects. His experience encompasses a diverse array of project types including educational facilities, office buildings, retail, residential buildings, parking structures, libraries, multi -purpose structures, hospitals, and theatres, as well as tenant improvements, renovations, and seismic evaluations. As Senior Project Manager, Ben will work with Shane Fitzgerald to manage all structural analysis, design, and specification aspects of the project. RELEVANT PROJECT EXPERIENCE: • Cali -Lotus Susan Street New Building Within Existing Warehouse - Santa Ana, CA • St. Elizabeth Ann Seton, Multi -Purpose Building - Bakersfield, CA • Cuesta College, North Campus Center - Paso Robles, CA • Glendale Central Library Renovation - Glendale, CA • Riverside Convention Center, Expansion & Renovation - Riverside, CA • St. Genevieve, Parish Hall &Auditorium - Panorama City, CA • Hermosa Beach, Citywide Building Assessment (including Community Center) - Hermosa Beach, CA • Long Beach USD, Dooley Elementary School - Long Beach, CA JAMA SANTA ANA-AREA EXPERIENCE: • Ronald Reagan U.S. Federal Building and Courthouse - Santa Ana, CA • Orange County Public Law Library Expansion - Santa Ana, CA • Santiago Springs Condominiums - Santa Ana, CA • Santa Ana Unified School District Heroes Elementary School, Santa Ana, CA Century High School, Santa Ana, CA Spurgeon Intermediate School Sepulveda Elementary School Santa Ana College, Santa Ana, CA Building G Miscellaneous Improvements Library Building Seismic Upgrade Weight Pavilion 19 — 67 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xvii WESLEY MCKEAN PRINCIPAL -IN -CHARGE P2S, INC. EDUCATION: • BS, Electrical Engineering, Michigan State University PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • IEEE • IES • ASIS International YEARS OF EXPERIENCE: • 28 Years of Experience • 10 Years with P2S, Inc. OFFICE: • Long Beach, CA Wes has over 28 years of electrical engineering experience. His experience in the consulting engineering field has included designing power, lighting, photovoltaic, co -generation, telecommunications, nurse call, security, access control and fire alarm systems. Wes has served as the Lead Electrical Engineer and Project Manager on a variety of complex and challenging projects. Projects range from smaller "quick turn -around" to large multi -hundred acre site facilities with multiple buildings. His experience and thoughtful approach to engineering benefits his clients with successful, proven solutions to a variety of technical and code compliance challenges. RELEVANT PROJECT EXPERIENCE: • City of Santa Clarita, New Canyon Community Center - Santa Clarita, CA • City of Baldwin Park, New Civic Center Plaza; Parking Lot; Walkway & Bench Lighting - Baldwin Park, CA • City of Hawthorne, Bicentennial Park Renovation - Hawthorne, CA • City of Lynwood, Lynwood Linear Park Power & Lighting Design - Lynwood, CA • City of Encitas, Standard Pacific Park - Encitas, CA • City of Long Beach, Sorrento Alamitos Bay Shoreline Trail Security Lighting - Long Beach, CA • Los Angeles County Public Works, Deferred Maintenance - Los Angeles, CA • City of Indio, Indio Public Safety Campus including Fire Station & Call Center - Indio, CA • City of Lakewood, Lakewood Police HQ - Los Angeles, CA • City of Tacoma, Tacoma Police HQ - Tacoma, CA • Los Angeles County Internal Services Dept., Centro Maravilla HVAC Upgrades - Los Angeles, CA • King County Libraries, Multiple Child Area Upgrades - Seattle, WA • San Bernardino County, Building 851 Cooley Renovation - Colton, CA • City of Thousand Oaks, Fred Kavli Theatre - Thousand Oaks, CA • City of Santa Monica, Fire Station 5 Dormitory Tenant Improvements - Santa Monica, CA • Seattle Metro Parks, Northgate Skate Park & Urban Center - Seattle, CA City Council 19 — 68 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xviii SCOTT NEWMAN P.E., LEED GA LEAD MECHANICAL ENGINEER P2S, INC. EDUCATION: • BS, Mechanical Engineering, University of Southern California PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Professional Mechanical Engineer, State of CA [#M39167] • LEED Green Associate • ASHRAE YEARS OF EXPERIENCE: • 8 Years of Experience • 5 Years with P2S, Inc. OFFICE: • Long Beach, CA Scott has over 8 years of experience in mechanical engineering and HVAC consulting. His experience includes new building and renovation projects at university, college, and K-12 campuses, commercial office buildings and retail spaces, and athletic facilities. Services have ranged from sizing and selection of replacement mechanical equipment to new building design and energy studies. Scott has served as a Design Engineer on various HVAC airside and hydronic system design projects. His responsibilities entail schematic/conceptual design, construction documents/drawings, life -cycle cost analysis, energy modeling, construction administration, and engineering project management services. Projects have ranged from small commercial and retail renovations to large High School campus modernizations and new building designs. RELEVANT PROJECT EXPERIENCE: • City of Santa Clarita, New Canyon Community Center - Santa Clarita, CA • Los Angeles County Public Works, Deferred Maintenance - Los Angeles, CA • City of Indio, Indio Public Safety Campus including Fire Station & Call Center - Indio, CA • San Bernardino County, Building 851 Cooley Renovation - Colton, CA • City of La Mirada, Library Energy Upgrades - La Mirada, CA • City of Santa Monica, Fire Station 5 Dormitory Tenant Improvements - Santa Monica, CA • University of California Los Angeles, Venice Barry Apartments Fitness Room - Los Angeles, CA • Long Beach City College, Building T Office Renovation - Long Beach, CA • Mt. San Antonia College, Heritage Hall - Walnut, CA • Mt. San Antonio College, New Physical Education Complex - Walnut, CA • Mt. San Antonio College, Bookstore & Pedestrian Bridge - Walnut, CA • Golden West College, Language Arts Complex - Huntington Beach, CA • LA City College, Theater Arts Replacement Building - Los Angeles, CA • Mission College, New Performing Arts Center - Santa Clara, CA • Saddleback College, Science & Math Building Reconstruction Project - Mission Viejo, CA City Council 19 — 69 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xix LARS HENDERSON P. E . LEAD ELECTRICAL ENGINEER P2S, INC. EDUCATION: • BSEE, Electrical Engineering, Pennsylvania State University PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Registered Professional Electrical Engineer, State of CA [#E22361 ] YEARS OF EXPERIENCE: • 9 Years of Experience • 6 Years with P2S, Inc. OFFICE: • Long Beach, CA Lars has over 9 years of experience creating electrical designs for the construction industry. Assignments have included educational institutions, commercial fit -outs, municipal sites, and mission critical facilities in the Los Angeles and New York City markets. Electrical service designs, landscape power renovations, and energy efficient lighting upgrades are areas Lars has accomplishments in. Beyond the compliances and routines of designing, it is the client's end goal which Lars strives emphasis towards. RELEVANT PROJECT EXPERIENCE: • City of Beverly Hills, Beverly Gardens Park Lighting & Power - Beverly Hills, CA • City of Encinitas, Olypus Park (formerly Standard Pacific) Lighting & Power - Encinitas, CA • Los Angeles County Public Works, Deferred Maintenance - Los Angeles, CA • City of Indio, Indio Public Safety Campus including Fire Station & Call Center - Indio, CA • San Bernardino County, Building 851 Cooley Renovation - Colton, CA • Los Angeles County Internal Services Dept., Centro Maravilla HVAC Upgrades - Los Angeles, CA • Los Angeles County Internal Services Dept., Pomona Dept. of Public Social Services Building HVAC System Replacement - Los Angeles, CA • Culver City, Courthouse Core & Tenant Improvements - Culver City, CA • City of Santa Monica, Fire Station 5 Dormitory Tenant Improvements - Santa Monica, CA • Mt. San Antonia College, Foothill Transit Center - Walnut, CA • LA Southwest College, Student Union Criteria Documents - Los Angeles, CA • Saddleback College, New Gateway Building - Mission Viejo, CA • Saddleback College, Campus -Wide Outdoor Wireless Networking - Mission Viejo, CA • CSU Long Beach, Student Health Services Renovation - Long Beach, CA • CSU Fullerton, Promenade Walk Audio System - Fullerton, CA City Council 19 — 70 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xx ERIC GOMEZ CPD LEAD PLUMBING ENGINEER P2S, INC. EDUCATION: • AS, Computer Aided Drafting, ITT Technical Institute PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Certified in Plumbing Design • Plumbing Design, University of California, Los Angeles • ASPE • Green Plumbers® YEARS OF EXPERIENCE: • 18 Years of Experience • 15 Years with P2S, Inc. OFFICE: • Long Beach, CA Eric has over 18 years of plumbing design, fire protection and construction experience. His extensive knowledge spans design, drafting, specifications, plan check submittals, cost estimates, inspections and construction administration. Eric has significant expertise in educational, recreational and office facilities. He has designed a comprehensive range of plumbing and fire protection systems such as campus natural gas supply distribution as part of master planning for future expansions on various college and university campuses. Eric has served as project manager and design engineer on various plumbing system design projects with duties encompassing determination of project scope, design criteria, coordination with the client and project team, provision of construction design documents, written construction design specifications, equipment selections, construction cost estimates, construction support and project management. RELEVANT PROJECT EXPERIENCE: • City of Santa Clarita, New LEED Silvery Canyon Community Center - Santa Clarita, CA • Playa Vista Court Park, Retail & Restroom Addition - Playa Vista, CA • City of Indio, Indio Public Safety Campus including Fire Station & Call Center - Indio, CA • County of Los Angeles, Live Oak Library Renovation - Arcadia, CA • San Bernardino County, Building 851 Cooley Renovation - Colton, CA • County of Los Angeles, Hall of Records 7th Floor HVAC Modifications - Los Angeles, CA • County of Los Angeles, LA ConsumerAffairs Office Tenant Improvements - Los Angeles, CA • County of Los Angeles, LEED Silver Campus Kirkpatrick Juvenile Detention Center - Malibu, CA • City of Costa Mesa, Library ADA Upgrades - Costa Mesa, CA • City of Pomona, Dept. of Public Social Services Building HVAC Replacement - Pomona, CA • City of Long Beach, Fire Station #1 Restroom Addition - Long Beach, CA • Paramount Farms, Child Development Center - Avenal CA • Riverside City College, New Student Services & Administration Building - Riverside, CA • CSU Long Beach, LEED Gold Student Rec & Wellness - Long Beach, CA City Council 19 — 71 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xxi Ben is a is highly organized and a detail -oriented professional with 14 years of audiovisual design experience. His experience covers a wide range of projects from residential to commercial, small, and large as the lead designer to ensure f..7 successful commissioning. He has been instrumental in developing low voltage �• systems for conference rooms, lecture halls, co -working spaces, sales centers, amenity spaces, restaurants, retail spaces and residential properties, developing proficiency in all phases of a project's life cycle. RELEVANT PROJECT EXPERIENCE: • City of Indio, Indio Public Safety Campus including Fire Station & Call Center - Indio, CA • Cerritos College, Falcon Center Student Services & Administration Building - BENJAMIN WONG Norwalk, CA • Mt. San Antonio College, New Student Center - Walnut, CA • Mt. San Antonio College, Campus Store & Administration Building - Walnut, CA LEAD TECHNOLOGY DESIGNER . Mt. San Antonio College, Lot W Improvement & Sand Volleyball Facility - P2S, INC. Walnut, CA • Port of Los Angeles, Council Chambers AV System Design - San Pedro, CA • Cathedral City, Amphitheater Enhancement - Cathedral City, CA EDUCATION: • 200 Amsterdam, Amenities Spaces AV System Design - New York, NY • BS, Marketing & Accounting, University of • 4040 Club, Centralized A/V Distribution Systems - New York, NY Vermont • Long Beach City College, Building E College Center & Cafeteria - PROFESSIONAL Long Beach, CA REGISTRATIONS & • College of the Desert, Science Building Renovation -Palm Desert, CA AFFILIATIONS: • Cerritos College, Health Science Building - Walnut, CA • Manufacturers Training Certifications with • MiraCosta Community College, Health & Wellness Facility - Long Beach, CA Creston & Extron • Orange Coast College, Chemistry Building - Costa Mesa, CA YEARS OF EXPERIENCE: • Riverside City College, Digitial Library STEM Center Renovation - Riverside, CA • 14 Years of Experience • San Bernardino Valley College, Technology Building - San Bernardino, CA • 2 Years with P2S, Inc. • Santa Monica College, Art Complex Replacement - Santa Monica, CA OFFICE: • Long Beach, CA City Council 19 — 72 12/6/2022 CITY OF SANTA ANA: NEW COMMUNITY CENTER I xxii ALAN CAMPBELL MRICS, NEBOSH MANAGING DIRECTOR - COST SERVICES C U M M I N G EDUCATION: • Bachelor of Science, Quantity Surveying, Abertay University, Dundee, Scotland, UK PROFESSIONAL REGISTRATIONS & AFFILIATIONS: • Certified Member, Royal Institution of Chartered Surveyors [#0856490] • NEBOSH General Certificate, National Examination Board in Occupational Safety and Health YEARS OF EXPERIENCE: • 28 Years of Experience • 6 Years with Cumming OFFICE: • Aliso Viejo, CA Alan has worked in the construction industry since 1994. He is an experienced professional who has focused his career on providing cost management consulting services. Alan also possesses experience in construction planning and has held roles in commercial and residential development and management. His accomplishments in the construction industry in the U.S. and UK contribute a unique proficiency and perspective to each of his project assignments. Alan has collaborated on a broad range of project types throughout his career, including healthcare, transportation, education, public works, and industrial remediation. As Managing Director, Alan utilizes his vast knowledge of all aspects of the cost estimating process. He performs services which support pre -construction, construction, and post -construction phases, including but not limited to, cost planning, milestone estimating, quantity take -offs, site walks, bid reconciliation, preparation of valuations, pricing validation, and change order claim review. RELEVANT PROJECT EXPERIENCE: • City of Santa Ana, New Civic Center ADAAccess Pedestrian Ramps - Santa Ana, CA • City of Costa Mesa, City Hall Restrooms Access/ADA Upgrades - Costa Mesa, CA • City of Irvine, Turtle Rock Community Center ADA Upgrades - Irvine, CA • City of Lake Forest, New Civic Center - Lake Forest, CA • City of Long Beach, Bayshore Library/Blair Field/Silverado Park Facilities Condition Assessments - Long Beach, CA • City of Ontario, Office Tls for Public Works -Annex Central Services; Dev. Director's Office - Ontario, CA • City of Santa Maria, Historic Enos Ranch House Refurbishment & New Gardens; Barn; Sitework to Create New Park/Museum - Santa Maria, CA • County of Los Angeles, Metropolitan Central Arraignment Court Renovation of Holding Cells & Clerks Office - Los Angeles, CA • OC Fair and Event Center, Campus Master Plan incl. New Admin. Bldg.; Barn Replacement; New Educ. Center; Main Entrance Reloc. - Costa Mesa, CA • Orange County Water District, Annex Building Locker Room/Restroom Area Remodel - Fountain Valley, CA • Riverside County Public Health, Laboratory Facility Renovation & Expansion - Riverside, CA • San Diego Assoc. of Governments, Toll Operations/Data Center Renovation Options - San Diego, CA • Transportation Corridor Agencies, Office Space Remodel/Improvement Options - Irvine, CA • City of Long Beach, Bayshore Library/Blair Field/Silverado Park Facilities Condition Assessments & Master Plan Review - Long Beach, CA • City of Fontana, New 20-Acre South Fontana Sports Park - Fontana, CA • City of Fontana, New Central City Park & Sports Facility - Fontana, CA • City of Irvine, Heritage Park Improvements Master Plan - Irvine, CA City Council 19 — 73 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xxiii _, M.S., Civil Engineering, Geotechnical, & Highway SAMPLE EXPERIENCE: Design, Louisiana Technical University, Ruston, LA City of Santa Ana, Santa Anita B.S., Civil Engineering, Louisiana Technical University, Park, Synthetic Soccer Field & Park Ruston, LA Improvements - Santa Ana, CA • City of Santa Ana, El Salvador Park A D A M C H A M AA Improvements - Santa Ana, CA M S C E, P.E., G . E. Registered CA civil [#C53992] &geotechnical ' City of Anaheim, Lenain Water ENGINEERING MANAGER [#C2784] engineer w/experience incl. QA/QC mgt. Treatment Plant Modifications - A E S C o Responsible for QC/QA eng. for new construction, Anaheim, CA foundations, sewer installations, roadway surfaces during/after installation, design of de -watering Alhambra USD, Mark Keppel HS - 35+ Years Experience systems, pump stations, assessment of soil -related Alhambra, CA envi. contamination, & geotechnical design rec. for new construction. M.S., Civil Engineering (Geotechnical), University of SAMPLE EXPERIENCE California at Davis City of Santa Ana, Center Street 1 B.S., Civil Engineering, University of California at Urban Garden - Santa Ana, CA Davis City of Santa Ana, Septic to Sewer Conversion - Santa Ana, CA R U S S E L L S C H A R L I N Registered CA civil &geotechnical engineer. City of Santa Ana, Flower Street P.E., G.E. SR. GEOTECHNICAL ENG. Performs all aspects of construction mgmt., Bike Trail Gap Closure - Santa Ana, CA A E S c o geotechnical engineering &environmental studies. Has provided design & construction mgmt. services City of Huntington Beach, 40+ Years Experience related to pavements & foundations for numerous Springdale Reservoir - Huntington structures, bridges, pump stations, freeways, tanks, Beach, CA communication towers and other structures. B.S., Civil Engineering, University of Illinois, SAMPLE EXPERIENCE: Champaign -Urbana, IL City of Huntington Beach & Caltrans, Beach Blvd. Water Main Extension - Huntington Beach, CA Registered CA civil engineer [#C49661] with experience as materials testing, special inspection Los Angeles Co., Interoperative D AV I D RYA N services manager. Responsible for laboratory and Communications System - Los P. E. field testing services on materials such as concrete, Angeles County, CA S R . ENGINEER soils, aggregates, reinforcing steel, structural steel, Cities of Anaheim & Yorba AESco high strength bolting and welded structures. Linda, CA, Lakeview Ave. Grade Separation 40+ Years Experience OMAR CHAMAA E.I.T. INSPECTOR & FIELD ENG. AESCo B.S., Civil Engineering, California State University, SAMPLE EXPERIENCE: Long Beach City of Santa Ana, First St. Bridge Replacement - Santa Ana, CA Certified E.I.T. w/experience in the field & in lab testing and inspection of construction materials such as concrete, steel, anchors, soils & grading. Has performed construction materials testing & inspections for multiple Caltrans & OCTA projects incl. bridges, roadways, utilities, foundations, pipeline installations, lift stations & retaining wall construction. • Orange Co., Widening of 1-405 Freeway - Orange County, CA • Counties of Riverside/Orange/Los Angeles, Tehachapi Renewable Transmission Project 14+ 19 — 74 12/6/2022 CITY OF SANTAANA: NEW COMMUNITY CENTER I xxiv r ■I/��l/��/i ITcCTUFAL CONSULTING EXHIBIT C City Council 19 — 76 12/6/2022 RESPONSE TO REQUEST FOR PROPOSALS NEW COMMUNITY CENTER AT SANTA ANITA PARK RFP NO.: 22-106A CITY OF SANTA ANA, CALIFORNIA FEE Little I 1300 Newp 949.6 www.l,.., L E8 IAL CONSULTING FEE Based on our understanding of the Scope of Work and the $4M construction budget, as shown in the RFP, we are proposing a Phased Fixed Fee of $310,000 for Basic Services. We will invoice this, monthly as work progresses, based on the following Phases of Work: A. I Programming/Planning ' 10% B. Design Development 15% C. Construction Documents 35% D. Agency Approvals 5% E. Bid & Award 5% F. Construction Administration 30% OPTIONAL SERVICES FEES In addition, we are offering to provide a Geotechnical Report for an additional fee of $18,237. (See attached at end of this submittal.) Note that this fee does not include any Geotechnical services required during construction. We are are also offering to provide, as an optional service, Commissioning by P2S for $22,000. REIMBURSABLE EXPENSES We do not anticipate any Reimbursable Expenses. However, if any are requested and authorized, we will provide at our Direct Cost plus a mark-up of 10%. HOURLY RATES Hourly rates can be found on the following pages. City Council 19 — 78 12/6/2022 FEE PROPOSAL I CITY OF SANTA ANA: NEW COMMUNITY CENTER 1 1 HOURLY RATES Principal $290 Senior gner Designer $215 Eng. Intern 3 $150 Eng. ntern 2 - Sr. Technician I $155 �$145 I $135 $200 I $160 actice Leader Studio Principal I $275 Jr. Designer $130 Eng. Intern 1 -Technician $200 Sr. Sp $185 Sustainability Project Specialist udio Leade Senior Project Manager $250 $235 PM —Interiors Sr. Interior Designer roject Manager Project Architect $215 Interior Designer $150 $200 $130 Sustainability Facilitator $130 3D CADD Specialist $185 Lead Engineer $245 Project Facilitator $125 Senior Technician $170 Sr. Engineer - Project Manager $235 Support Staff $200 Intern (college) $115 Technician $140 Project Eng. - Sr. Designer $95 Design Principal $275 Engineer - Designer $190 Analyst I Analyst II Senior P!rof!essi�onal $120.00 - $150.00 $155.00 - $190.00 $230.00 - $295.00 Senior Professional II Senior Ted Technical Support $320.00 - $385.00 $105. 70.00 $95.00 - $155.00 Principal/Partner Project Engineer/Sr. Project Engineer $160.00 Project $235.00 BIM Sup $150.00 Associate Principal $ Project Designer $135.00 Senior Project Manager $195.00 BIM Coordinator/BIM Tech $115.00 Project Manager $185.00 Technical Support Staff $95.00 BIM Manager 6iRE 99 City Council 19 — 79 12/6/2022 FEE PROPOSAL I CITY OF SANTAANA: NEW COMMUNITY CENTER 1 2 Principal Engineer $329.00 Designer Grade 02 Engineer Grade 05 $276.00 Desi ner Grade 01 4 CAD/BIM Designer Grade 04 Engineer Grade 03 $229.00 CAD/BIM Designer Grade gineer rade $211.00 CAD/BIM Designer Grade 02 $135.00 129.00 $130.00 $105.00 Engineer Grade 01 $187.00 Design Engineer Grade 05 $229.00 Design Engineer Grade 04 $211.00 Design Engineer Grade 03 $187.00 CAD/BIM Design Commissioning Grade 05 Commissioning Grade 04 Commissioning Grade 03 iss' ng Grade $276.00 $239.00 $204.00 $163.0 4 Design Engineer Grade 02 $166.00 AM sig a 01 $147 now Commissioning Grade 01 $140.00 — Designer Grade 04 $157.00 $147.00 Managing Principal/Vice President Managing Director/Director/Regional Director ssociate Director Senior Cost Manager/Senior MEP $315.00 y Cost Manager $195.00 $240.00 Cost Manag $215.00 Assistant Cost Manager/Estimating $115.00 Technician/Intern City Council • :1 12/6/2022 FEE PROPOSAL I CITY OF SANTAANA: NEW COMMUNITY CENTER 1 3 v ./ to �. ----- E-.;ark. Orange County San Bernardino County 17782 Georgetown Lane 14163 Arrow Boulevard Huntington Beach, California 92647 Fontana, California 92335 Tele: (714) 375-3830 Tele: (909) 284-9200 Fax: (714)375-3831 Fax: (909)284-9201 October 18, 2022 Mr. Jay R. Little Little Architecture 1300 Dove Street, Suite 100 Newport Beach, CA 92660 Subject: Proposal for Geotechnical Engineering Services New Community Center Santa Anita Park REP No. 22-106A Santa Ana, CA AESCO Proposal No. P7281 Dear Mr. Little: AESCO is pleased to submit this proposal to prepare a geotechnical report for the above - referenced project. Project Description This project will of the construction of a two-story, 3,000 square foot, community center at Santa Anita Park. AESCO has recently completed a geotechnical investigation at the park for the City of Santa Ana for the new soccer field, shade structures, retaining walls, equipment storage, basketball courts, and parking lot extensions. Scope of Work The Scope of Work will consist of performing a total of 2 borings to a maximum depth of 50 feet below the existing ground surface. Our earlier geotechnical investigation at the park determined that it is located within a mapped potential liquefaction zone (CGS, 1997) and liquefaction analyses will be required to estimate liquefaction potential and seismic settlements. Work Plan for Geotechnical Engineering The boring locations will be located based on landmarks or stakes furnished by the designer. Surveying is beyond the scope of our work. Laboratory testing will be conducted, including chemical analysis for corrosivity. Dependent upon access, the borings will be performed with a hollow stem auger. Prior to performing the soil borings, we will coordinate with Underground Service Alert to identify underground utilities. Existing site utility plans were not available during preparation of this proposal. AESCO requests that any available existing utility plans should be furnished to AESCO prior to Rli)/r(�ctio1Cl n Tfateriales ing nspec ion * EnvironlVF51121-Poteclinical Engineeritif 062 2 AESCO Proposal No. P7281 the start of field work. A private utility locator will also be used to determine the location of underground utilities. Drilling Operations Borings will be backfilled with bentonite and will be patched to match the existing surfaces as needed. The boring locations will be based on site accessibility and the location of underground utilities. Excess cuttings will be drummed and removed from site. The borings will be logged and representative soil samples will be obtained at selected depths and at changes of soil stratum. Laborato , Analyses Laboratory testing will be performed on representative soil samples to evaluate their engineering properties and corrosivity potential. Laboratory test results will be included on the boring logs and within the geotechnical report. Engineering Analysis and Report Preparation Our geotechnical engineering analysis will be based on the results of our investigation. We will provide signed and sealed copies of a written report that includes the following: a brief description of the proposed project; a site location map showing boring locations; a description of the field investigation and laboratory testing; the laboratory test results; boring logs; soil profile; historic and seasonal depth to groundwater; liquefaction analyses; foundation recommendations; and earthwork recommendations. SCHEDULING For scheduling purposes of the geotechnical engineering services, AESCO envisions two days for the drilling and field work, two weeks for the laboratory analyses, and two to three weeks for the engineering report, a total of four to six weeks until completion of the report. COST ESTIMATE The detailed cost estimate is provided in Exhibit A. This cost estimate does not include the cost of any permits that may be required. If you need further assistance regarding this matter, please give us a call. We look forward to hearing from you. Very I yours, AE CO, n c. Charnaa, CF P.1lG.E. De ra Perez Engineering Manager Project Manager Construction Material Testing/Inspection ♦ Environmental ♦ Geotechnical Engineering Services City Council 19 — 83 12/6/2022 AESCO 17782 Georgetown Lane Huntington Beach, CA 92647 (714) 375 - 3830 (714) 375 - 3831 fax Exhibit A - COST DATA Proposal for Geotechnical Engineering Services New Community Center Santa Anita Park RFP No. 22-106A Santa Ana, CA AESCO Proposal No. P7281 SERVICE DESCRIPTIONS UNIT COST I ESTIMATED UNITS ESTIMATED COST GEOTECHNICAL ENGINEERING DIVISION SCHEDULE OF PROFESSIONAL SERVICES AND FEES GEOTECHNICAL ENGINEERING SERVICES: Principal Professional Engineer $220.00 4 $880.00 Senior Geotechnical Engineer $205.00 6 $1,230.00 Project Engineer/Manager $175.00 6 $1,050.00 Data Processing $95.00 2 $190.00 Laboratory Testing: Unit weight in undisturbed samples, per test $32.00 8 $256.00 Moisture Content, per test $26.00 12 $312.00 Direct Shear Test, per test $268.00 2 $536.00 Corrosivity (pH, sulphate, chloride) $190.00 1 $190.00 Finer than 200M Sieve, per test $100.00 8 $800.00 Atterberg Limits, per test $147.00 4 $588.00 Borings: Soil Boring, up to 50 feet, per hr $525.00 8 $4,200.00 Drums for Disposal of Soil Cuttings $85.00 1 $85.00 Private Underground Utility Locator $1,800.00 1 $1,800.00 Backfill Boring with Bentonite, per ft. $30.00 80 $2,400.00 Private Underground Utility Locator $1,800.00 1 $1,800.00 Project Engineer $160.001 12 $1,920.00 TOTAL ESTIMATED COST ------ $18,237.00 Notes: ❑ Direct expenses incurred in connection with project will be invoiced at cost plus 20 percent for handling. ❑ Personnel Site visit will be charged at a minimum of 4 hours per trip. ❑ The estimated costs herein are approximate and compensation for the investigation will be based upon the actual work and tests nerfnrmed in anrnrdanre with the. unit fees We will not exreed the. ahnve tntal nnst estimate. withnnt a prQkWJqdLfgtqifees of 1.5% per month will be added to any unpaid JAT puce84 12/6/2022 City Council 19 — 85 12/6/2022 EXHIBIT D City Council 19 — 86 12/6/2022 FEDERAL CONTRACT PROVISIONS During the performance of this Agreement, Consultant shall comply with all applicable federal laws and regulations including, but not limited to, the federal contract provisions in this Exhibit. 1. REQUIRED CONTRACT PROVISIONS IN ACCORDANCE WITH APPENDIX II TO PART 200 — CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS (2 C.F.R. § 200.327) (a) Appendix II to Part 200 (A); Appendix II to Part 200 (B): Remedies for Breach; Termination for Cause/Convenience. The Contract Documents include remedies for breach and termination for cause and convenience. (b) Appendix II to Part 200 (C) — Equal Employment Opportunity: If this Agreement meets the definition of a "federal assisted construction contract" in 41 CFR § 60-1.3, Consultant agrees as follows during the performance of this Agreement: (i) The Consultant will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Consultant will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (ii) The Consultant will, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (iii) The Consultant will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Consultant's legal duty to furnish information. (iv) The Consultant will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. City Council 19 — 87 12/6/2022 (v) The Consultant will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (vi) The Consultant will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (vii) In the event of the Consultant's noncompliance with the nondiscrimination clauses of this Agreement or with any of the said rules, regulations, or orders, this Agreement may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (viii) The Consultant will include the portion of the sentence immediately preceding paragraph (i) and the provisions of paragraphs (i) through (vii) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Consultant will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Consultant may request the United States to enter into such litigation to protect the interests of the United States. The City further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, That if the City so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the Agreement. The City agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of the Consultant and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The City further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction City Council 19 — 88 12/6/2022 contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the City agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: cancel, terminate, or suspend in whole or in part the grant (contract, loan, insurance, guarantee) for this project; refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. (c) Appendix II to Part 200 (D) — Davis -Bacon Act: Not applicable to this Agreement since it is funded by CSLFRF. (d) Appendix II to Part 200 (D) — Copeland "Antti-Kickback" Act: Not applicable to this Agreement since it is funded by CSLFRF. (e) Appendix II to Part 200 (E) — Contract Work Hours and Safety Standards Act: (i) Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (ii) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (ii) of this section the Consultant and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (ii) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (ii) of this section. (iii) Withholding for unpaid wages and liquidated damages. The City shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Consultant or subcontractor under any such contract or any other Federal contract with the Consultant, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the Consultant, such sums as may be determined to be necessary to satisfy any liabilities of Consultant or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (iii) of this section. (iv) Subcontracts. The Consultant or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (ii) through (v) of this Section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The City Council 19 — 89 12/6/2022 Consultant shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (ii) through (v) of this Section. (f) Appendix II to Part 200 (F) — Rights to Inventions Made Under a Contract or Agreement: If the Federal award meets the definition of "funding agreement" under 37 CFR § 401.2 (a) and the Consultant wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the Consultant must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency.. (g) Appendix II to Part 200 (G) — Clean Air Act and Federal Water Pollution Control Act: (i) Pursuant to the Clean Air Act, (1) Consultant agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq., (2) Consultant agrees to report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to the Federal awarding agency and the appropriate Environmental Protection Agency Regional Office, and (3) Consultant agrees to include these requirements in each subcontract exceeding $150,000. (ii) Pursuant to the Federal Water Pollution Control Act, (1) Consultant agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq., (2) Consultant agrees to report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to the Federal awarding agency and the appropriate Environmental Protection Agency Regional Office, and (3) Consultant agrees to include these requirements in each subcontract exceeding $150,000. (h) Appendix II to Part 200 (H) — Debarment and Suspension: (i) This Agreement is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000. As such Consultant is required to verify that none of the Consultant, its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). (ii) Consultant must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. (iii) This certification is a material representation of fact relied upon by City. If it is later determined that Consultant did not comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the City, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. (iv) Consultant warrants that it is not debarred, suspended, or otherwise excluded from or ineligible for participation in any federal programs. Consultant also agrees to verify that all subcontractors performing work under this Agreement are not debarred, disqualified, City Council 19 — 90 12/6/2022 or otherwise prohibited from participation in accordance with the requirements above. Consultant further agrees to notify the City in writing immediately if Consultant or its subcontractors are not in compliance during the term of this Agreement. (i) Appendix II to Part 200 (1) — Byrd Anti -Lobbying Act: Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient who in turn will forward the certification(s) to the awarding agency. Q) Appendix II to Part 200 (J) — §200.323 Procurement of Recovered Materials: (i) Consultant shall comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement. (ii) In the performance of this Agreement, the Consultant shall make maximum use of products containing recovered materials that are EPA -designated items unless the product cannot be acquired: competitively within a timeframe providing for compliance with the contract performance schedule; meeting contract performance requirements; or at a reasonable price. (iii) Information about this requirement, along with the list of EPA -designate items, is available at EPA's Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program. (iv) The Consultant also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act." (k) Appendix II to Part 200 (K) — �200.216 Prohibition on Certain Telecommunications and Video Surveillance Services or Eauigment: (i) Consultant shall not contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system funded under this Agreement. As described in Public Law 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (1) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications City Council 19 — 91 12/6/2022 Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (2) Telecommunications or video surveillance services provided by such entities or using such equipment. (3) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. (ii) See Public Law 115-232, section 889 for additional information. (1) Appendix II to Part 200 (L) — §200.322 Domestic Preferences for Procurement: (i) Consultant shall, to the greatest extent practicable, purchase, acquire, or use goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subcontracts. (ii) For purposes of this section: (1) "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. (2) "Manufactured products" means items and construction materials composed in whole or in part of nonferrous metals such as aluminum; plastics and polymer -based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. 2. CONTRACTING WITH SMALL AND MINORITY FIRMS, WOMEN'S BUSINESS ENTERPRISE AND LABOR SURPLUS AREA FIRMS (2 C.F.R. § 200.321) (a) Consultant shall be subject to 2 C.F.R. § 200.321 and will take affirmative steps to assure that minority firms, women's business enterprises, and labor surplus area firms are used when possible and will not be discriminated against on the grounds of race, color, religious creed, sex, or national origin in consideration for an award. (b) Affirmative steps shall include: (i) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (ii) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; (iii) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority business, and women's business enterprises; City Council 19 — 92 12/6/2022 (iv) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority business, and women's business enterprises; and (v) Using the services/assistance of the Small Business Administration (SBA), and the Minority Business Development Agency (MBDA) of the Department of Commerce. (c) Consultant shall submit evidence of compliance with the foregoing affirmative steps when requested by the City. 3. COMPLIANCE WITH U.S. DEPARTMENT OF THE TREASURY CORONAVIRUS LOCAL FISCAL RECOVERY FUND AWARD TERMS AND CONDITIONS (a) Maintenance of and Access to Records. Consultant shall maintain records and financial documents sufficient to evidence compliance with section 603(c) of the Act, Treasury's regulations implementing that section, and guidance issued by Treasury regarding the foregoing. Consultant agrees to provide the City, Treasury Office of Inspector General and the Government Accountability Office, or any of their authorized representatives access to any books, documents, papers, and records (electronic an otherwise) of the Consultant which are directly pertinent to this Agreement for the purposes of conducting audits or other investigations. Records shall be maintained by Consultant for a period of five (5) years after completion of the Project. (b) Compliance with Federal Regulations. Consultant agrees to comply with the requirements of section 603 of the Act, regulations adopted by Treasury pursuant to section 603(f) of the Act, and guidance issued by Treasury regarding the foregoing. Consultant also agrees to comply with all other applicable federal statutes, regulations, and executive orders, including, without limitation, the following: (i) Universal Identifier and System for Award Management (SAM), 2 C.F.R. Part 25, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 25 is hereby incorporated by reference. (ii) Reporting Subaward and Executive Compensation Information, 2 C.F.R. Part 170, pursuant to which the award term set forth in Appendix A to 2 C.F.R. Part 170 is hereby incorporated by reference. (iii) OMB Guidelines to Agencies on Government -wide Debarment and Suspension (Nonprocurement), 2 C.F.R. Part 180, including the requirement to include a term or condition in all lower tier covered transactions (contracts and subcontracts described in 2 C.F.R. Part 180, subpart B) that the award is subject to 2 C.F.R. Part 180 and Treasury's implementing regulation at 31 C.F.R. Part 19. (iv) Recipient Integrity and Performance Matters, pursuant to which the award term set forth in 2 C.F.R. Part 200, Appendix XII to Part 200 is hereby incorporated by reference. (v) Government -wide Requirements for Drug -Free Workplace, 31 C.F.R. Part 20. (vi) New Restrictions on Lobbying, 31 C.F.R. Part 21. (vii) Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655) and implementing regulations. City Council 19 — 93 12/6/2022 (c) Compliance with Federal Statutes and Regulations Prohibiting Discrimination. Consultant agrees to comply with statutes and regulations prohibiting discrimination applicable to the CSLFRF program including, without limitation, the following: (i) Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq.) and Treasury's implementing regulations at 31 C.F.R. Part 22, which prohibit discrimination on the basis of race, color, or national origin under programs or activities receiving federal financial assistance. (ii) The Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§ 3601 et seq.), which prohibits discrimination in housing on the basis of race, color, religion, national origin, sex, familial status, or disability. (iii) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794), which prohibits discrimination on the basis of disability under any program or activity receiving federal financial assistance. (iv) The Age Discrimination Act of 1975, as amended (42 U.S.C. §§ 6101 et seq.), and Treasury's implementing regulations at 31 C.F.R. Part 23, which prohibit discrimination on the basis of age in programs or activities receiving federal financial assistance. (v) Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. §§ 12101 et seq.), which prohibits discrimination on the basis of disability under programs, activities, and services provided or made available by state and local governments or instrumentalities or agencies thereto. (d) False Statements. Consultant understands that making false statements or claims in connection with the CSLFRF program is a violation of federal law and may result in criminal, civil, or administrative sanctions, including fines, imprisonment, civil damages and penalties, debarment from participating in federal awards or contracts, and/or any other remedy available by law. (e) Protections for Whistleblowers. (i) In accordance with 41 U.S.C. § 4712, Consultant may not discharge, demote, or otherwise discriminate against an employee in reprisal for disclosing to any of the list of persons or entities provided below, information that the employee reasonably believes is evidence of gross mismanagement of a federal contract or grant, a gross waste of federal funds, an abuse of authority relating to a federal contract or grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a federal contract (including the competition for or negotiation of a contract) or grant. the following: Congress; (ii) The list of persons and entities referenced in the paragraph above includes (1) A member of Congress or a representative of a committee of (2) An Inspector General; (3) The Government Accountability Office; City Council 19 — 94 12/6/2022 management; enforcement agency; (4) A Treasury employee responsible for contract or grant oversight or (5) An authorized official of the Department of Justice or other law (6) A court or grand jury; or (7) A management official or other employee of Consultant, or a subcontractor who has the responsibility to investigate, discover, or address misconduct. (f) Increasing Seat Belt Use in the United States. Pursuant to Executive Order 13043, 62 FR 19217 (Apr. 18, 1997), Consultant is encouraged to adopt and enforce on-the-job seat belt policies and programs for their employees when operating company -owned, rented or personally owned vehicles, and encourage its subcontractors to do the same (g) Reducing Text Messaging While Driving. Pursuant to Executive Order 13513, 74 FR 51225 (Oct. 6, 2009), Consultant should encourage its employees and subcontractors to adopt and enforce policies that ban text messaging while driving, and Consultant should establish workplace safety policies to decrease accidents caused by distracted drivers. (h) Assurances of Compliance with Civil Rights Requirements. The Civil Rights Restoration Act of 1987 provides that the provisions of this assurance apply to the Project, including, but not limited to, the following: (i) Consultant ensures its current and future compliance with Title VI of the Civil Rights Act of 1964, as amended, which prohibits exclusion from participation, denial of the benefits of, or subjection to discrimination under programs and activities receiving federal funds, of any person in the United States on the ground of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by the Department of the Treasury Title VI regulations at 31 CFR Part 22 and other pertinent executive orders such as Executive Order 13166; directives; circulars; policies; memoranda and/or guidance documents. (ii) Consultant acknowledges that Executive Order 13166, "Improving Access to Services for Persons with Limited English Proficiency (LEP)," seeks to improve access to federally assisted programs and activities for individuals who, because of national origin, are limited in their English proficiency. Consultant understands that the denial of access to persons to its programs, services and activities because of their limited proficiency in English is a form of national origin discrimination prohibited under Title VI of the Civil Rights Act of 1964. Accordingly, Consultant shall initiate reasonable steps, or comply with Treasury's directives, to ensure meaningful access to its programs, services and activities to LEP persons. Consultant understands and agrees that meaningful access may entail providing language assistance services, including oral interpretation and written translation where necessary to ensure effective communication in the Project. (iii) Consultant agrees to consider the need for language services for LEP persons during development of applicable budgets and when conducting programs, services and activities. As a resource, the Department of the Treasury has published its LEP guidance at 70 FR 6067. For more information on LEP, please visit http://www.lep.gov. City Council 19 — 95 12/6/2022 (iv) Consultant acknowledges and agrees that compliance with this assurance constitutes a condition of continued receipt of federal financial assistance and is binding upon Consultant and Consultant's successors, transferees and assignees for the period in which such assistance is provided. (v) Consultant agrees to incorporate the following language in every contract or agreement subject to Title VI and its regulations between the Consultant and the Consultant's subcontractors, successors, transferees and assignees: The subcontractor, successor, transferee and assignee shall comply with Title Vl of the Civil Rights Act of 1964, which prohibits recipients of federal financial assistance from excluding from a program or activity, denying benefits of, or otherwise discriminating against a person on the basis of race, color, or national origin (42 U.S.C. § 2000d et seq.), as implemented by Department of the Treasury Title VI regulations, 31 CFR Part 22, which are herein incorporated by reference and made a part of this contract (or agreement). Title VI also extends protection to persons with "Limited English proficiency" in any program or activity receiving federal financial assistance, 42 U.S. C. § 2000d et seq., as implemented by Department of the Treasury Title VI regulations, 31 CFR Part 22, which are herein incorporated by reference and made a part of this contract (or agreement). (vi) Consultant understands and agrees that if any real property or structure is provided or improved with the aid of federal financial assistance by the Department of the Treasury, this assurance obligates the Consultant, or in the case of a subsequent transfer, the transferee, for the period during which the real property or structure is used for a purpose for which the federal financial assistance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is provided, this assurance obligates the Consultant for the period during which it retains ownership or possession of the property. (vii) Consultant shall cooperate in any enforcement or compliance review activities by the Department of the Treasury of the aforementioned obligations. Enforcement may include investigation, arbitration, mediation, litigation, and monitoring of any settlement agreements that may result from these actions. Consultant shall comply with information requests, on -site compliance reviews, and reporting requirements. (viii) Consultant shall maintain a complaint log and inform the Department of the Treasury of any accusations of discrimination on the grounds of race, color, or national origin, and limited English proficiency covered by Title VI of the Civil Rights Act of 1964 and implementing regulations and provide, upon request, a list of all such reviews or proceedings based on the complaint, pending or completed, including outcome. Consultant must also inform the Department of the Treasury if Consultant has received no complaints under Title VI. (ix) Consultant must provide documentation of an administrative agency's or court's findings of non-compliance of Title VI and efforts to address the non-compliance, including any voluntary compliance or other agreements between the Consultant and the administrative agency that made the finding. If the Consultant settles a case or matter alleging such discrimination, Consultant must provide documentation of the settlement. If Consultant has not been the subject of any court or administrative agency finding of discrimination, please so state. If Consultant makes sub -awards to other agencies or other entities, Consultant is responsible for assuring that sub -recipients also comply with Title VI and all of the applicable authorities covered in this assurance. City Council 19 — 96 12/6/2022 Public Works Agency www.santa-ana.org/pw Item # 20 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Real Property Acquisition for Warner Avenue Street Improvements AGENDA TITLE Purchase Agreement in the Amount of $725,000 for Full Real Property Acquisition for Warner Avenue Improvements Phase 2 (Property Owner: Virginia G. Ambriz) (Project No. 18-6901) (Non -General Fund) RECOMMENDED ACTION Authorize the City Manager to execute a purchase agreement with Virginia G. Ambriz, for the full acquisition and goodwill (if any), of the property located at 2246 S Cedar Street (APN 016-214-12) in the amount of $725,000, subject to non -substantive changes approved by the City Manager and the City Attorney. DISCUSSION Warner Avenue is classified as an East-West Major Arterial in the City's General Plan Circulation Element and the County of Orange Master Plan of Arterial Highways. Improving the one -mile segment of Warner Avenue from Main Street to Wright Street has been a long-term priority project that is being constructed in several phases. Improvements include widening the street from a four -lane roadway to a six -lane arterial, to address safety issues and provide adequate vehicular capacity. Also included in the project is the installation of parkways, raised median landscaping, storm drains, protected bike lanes, sound walls, street lights, and traffic signals. The City is acquiring properties for the development of Phase 2 of the Warner Avenue Improvements Project, bounded by Oak Street and Grand Avenue. Construction is anticipated to begin in Summer 2023. The proposed improvements for the Project originated as a mitigation measure for the Tustin Legacy Project, which involves the redevelopment of the former Tustin Marine Corps Air Station as a mixed -use commercial, residential, and industrial project. As such, the City of Tustin agreed to partially fund the improvements on Warner Avenue between Main Street and Grand Avenue. The recommended property acquisition (Exhibit 1) is necessary to accommodate the street improvements for Phase 2. The purchase offer was determined based on the City Council 20-1 12/6/2022 Real Property Purchase Agreement — Warner Avenue Improvements, Phase 2 December 6, 2022 Page 2 appraised value prepared by a California State licensed appraiser and accepted by the property owner (Exhibit 2). ENVIRONMENTAL IMPACT On September 1, 2015, City Council approved the Warner Avenue Final Environmental Impact Statement (SCH No. 2012101004). FISCAL IMPACT Funds in the amount of $725,000 are budgeted and available in the Warner Avenue Improvements Project (No. 18-6901) for property acquisition expenditures in FY 2022- 23 as follows: Fiscal Accounting Accounting Unit, Year Unit —Account Fund Description Account No. Amount No. Description 2022-23 03217663-66100 Measure M- Measure M2 Competitive $543,750 Street Construction Street, Land Select Street Warner Ave -Tustin 2022-23 05917668-66100 Construction Community Facilities $181,250 (City of Tustin District, Land Contribution) TOTAL $725,000 EXHIBIT(S) 1. Location Map 2. Purchase Agreement — APN 016-214-12 Submitted By: Nabil Saba, P.E., Executive Director — Public Works Agency Approved By: Kristine Ridge, City Manager City Council 20 — 2 12/6/2022 EXHIBIT 1 i 1 016-090-26 I MONROE ELEMENTARY i I 016-090-25 (NATIONAL GUARDI ARMORY ------------------ I j i I i I 016-090-24 NATIONAL GUARDI LLJ j ARMORY I I Q I : IY LLJ I I Q N016-090-21 ATIONAL GUA 3.1 ARMORY , 016-090-22 DELHI PARK KILSON DR HICKORY ST MATCHLINE SEE TOP RIGHT LEGEND -SUBJECT PROPERTY -ACQUIRED PROPERTIES MATCHLINE SEE BOTTOM LEFT 016-090-22 DELHI PARK HALLADAY ST Tj3-4 i r--j_._._._� 016-133-33 016-133-32 I 016-133-31 EXHIBIT 1 Q of Li Z af Q HICKORY ST HALLADAY ST j016-105-19I j II� 2222455 S. HALLADAY STI I JI�O - 55- 01 I I 31 II016-105-211 j 909 E. VAWR AVE i N H i I I N I I LO I i pgi CEDAR ST N I I � I I SANTA ANA TITLE P W A PURCHASE AGREEMENTS FOR WARNER AVENUE IMPROVEMENTS (PROJECT NO.18-6= PUBLIC roratLS Ai W(V Council — 1 022 EXHIBIT 2 PURCHASE AND SALE AGREEMENT FOR ACQUISITION OF REAL PROPERTY AND BILATERAL ESCROW INSTRUCTIONS THIS AGREEMENT (hereinafter "PSA"), entered into on ,2022, between the CITY OF SANTA ANA, a charter city and municipal corporation duty organized under the Constitution and laws of the State of California (hereinafter "City" or "Buyer"), and Virginia G. Ambriz, an unmarried woman (hereinafter "Seller"), regardless of number or gender; THEREFORE, for and in consideration of their mutual promises, covenants and agreements, and subject to the terms, conditions and provisions of this PSA, Seller agrees to sell to City, and City agrees to purchase from Seller, that certain real property (hereinafter "Said Real Property") legally described as fol lows: SEE EXHIBIT "A" — Legal Description ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF (Commonly known as 2246 S. Cedar Street, Santa Ana CA) (APN 016-214-12) Sald purchase and sale of Said. Meal_ Property, shall, be in, aeeordance witch_ and, sul4eQt_t:_Q ail, Qf the followin_g terms, conditions, promises, covenants, agreements and provisions, to wit: 1. Conveyance by Seller. Seller agrees to convey said real property to City, by Grant Deed, at the office of Fidelity National Title, 4400 MacArthur Blvd., Suite 200, Newport Beach within sixty (60) days from and after the date on which the City has approved this Agreement. 2, Title to be Conveyed. Seller agrees that, except as may hereinafter be otherwise expressly provided, said real property shall be conveyed by Seller to City, as aforesaid, free and clear of any and all conditions, restrictions, reservations, exceptions, easements, assessments, profits, limitations, encumbrances (whether monetary or non -monetary, general or specific, including any and all leasehold interests), liens, clouds or defects in title except those exceptions shown in Paragraph 15 below. Seller hereby warrants that the title to said real property to be conveyed by Seller to City shall be free and clear as provided above. Seller further agrees that acceptance by City of any deed to said real property, with or without knowledge of any Condition, restriction, reservation, exception, easement, assessment, profit, limitation, encumbrance (whether monetary or non -monetary, general or specific, and including any and all leasehold interests), lien, cloud or defect in title, shall not constitute a waiver by City of its right to the full and clear title hereinabove agreed to be conveyed_. by Seller to City,, nor Qf any rigtlt utflic_h might argue to City Ipeca45e cif the failure of Suter tc� convey title as hereinabove provided. 3. Title Insurance. Seller agrees to deliver to City, concurrently with the conveyance of said real property to City, within the time and at the place hereinabove specified for said conveyance of said real property, a policy of title insurance to be issued by the above mentioned title company, with the City therein rralied as the, insured, In, the «-riount of Savers- HurdFedL Twenty Five- Thousand- and, nofloa DoiFars ($725,000,00) insuring the title of the City to said real property is free and clear of any and all conditions; restrictions, reservations, exceptions, easements, assessments, profits, limitations, encumbrances (whether monetary or non -monetary, general or specific, and including any and all leasehold interests), liens, clouds or defects in title, excepting such specific ones as city may hereinafter expressly agree to take subject to, Acceptance by City of any such policy of insurance, whether such insurance complies with the requirements of this paragraph or not, shall not constitute a waiver by City of its right to such insurance as is herein required of Seller, nor a waiver by the City of any rights of action for damages or any other rights which may accrue to City by reason of the failure of Seller to convey title or to provide title insurance as required in this Agreement. City Council 20 — 4 12/6/2022 4. Escrow. City agrees to open an escrow at the office of Fidelity National Title, 4400 MacArthur Blvd., Suite 200, Newport Beach, California, (the Escrow Agent) within five (5) days from and after the date on which_ the Qi y has approved_ thiq AgreerneRt, Th1s Agreement wiaaflitotes the joint e5crQw i.n_st uctinns of the City and the Seller and a duplicate original of this Agreement shall be delivered to the Escrow Agent upon the opening of the escrow. Escrow to close within sixty (60) days of the City's execution of this Agreement. If escrow is not in a condition to close by the Close of Escrow, and failure to close is due to unforeseen conditions of title or interest of third parties in the Property that cannot be resolved in Escrow, then buyer may, at its option, request cancellation of escrow and this Agreement and return of any funds it has deposited into- escrow. Thereupon, all• obi•igations. and, kabllifies of the Parties under this- Agreement shall- cease` and. terminate. If no such request is made, Escrow shall be closed as soon as possible thereafter. Buyer shall be entitled to possession of the Property immediately upon close of Escrow. The Escrow Agent hereby is empowered to act under this Agreement, and upon indicating its acceptance of this Section 4 and of the General Provisions described in Exhibit "B" attached hereto and incorporated heroin by. this reference,, in writing,, delivered to the City, and to the Seller within five () dohs after delivery of this Agreement, shall carry out its duties as Escrow Agent hereunder. City agrees to bear and Escrow Agent is hereby authorized to charge to the City the cost of any transfer taxes, recording fees, cost of title insurance, re -conveyance fees, document preparation fees, escrow fees and any other closing costs incidental to the conveying of said real property to City. Penalties for prepayment of bona- fide- obligations secured- by any- existing deed- of trust or mortgage shall, be- waived- pursuant to Civil Code Procedures Section 126&240: The liability to the Escrow Agent under this Agreement is limited to performance of the obligations imposed upon it under Section 4, Section 6, Section 8 and Exhibit "B" of the General Provisions of this Agreement. 5. Prove& Taxes. Such real property taxes, if any, on said real property for the fiscal year within which said real property is conveyed to City as are unpaid at the time of said conveyance shall be cleared and paid in accordance with the provisions of Section 4986 of the Revenue and Taxation Code of the State of California. Seller shall be eligible for a refund under Section 5096.7 of the Revenue and Taxation Code of the State of California for that portion of property taxes on said real property for said fiscal year which have been paid prior to the date the deed conveying. said real property to City is recorded which is allocable to that portion of the fiscal year which begins on the date the deed conveying said real property to City is recorded and made uncollectible if unpaid by reason of Section 5086 of the Revenue and Taxation Code of the State of California. To the extent that Seller has prepaid any taxes or assessments attributable to the Property; Seller shall be solely responsible for obtaining any refund due thereon from the taxing authority. Upon written request, Buyer shall assist Seller, at Seller's sole cost, in obtaining said refund, if any; however, in no case 94al-1 Buyer credit or othrerwtse-pay, Seller for that refund, if any,, thrrougI+or• outside -of �scfow. All unpaid taxes on said real property for any and all years prior to the fiscal year within which said conveyance is made shall be paid by Seller before conveyance of said real property to City. 6. Payment of Purchase Price. City agrees to pay to Seller, and Seller agrees to accept from City, as and for the full purchase price for said real property, fixtures & equipment (improvements pertaining to the realty) and severance damages, the total sure of SEVEN HUNDRED TWENTY FIVE THOUSAND DOLLARS ($725,000.00). City agrees to deposit said purchase price in escrow with the Escrow Agent within THIRTY (30) days from and after the date on which the City has approved this Agreement, and the Escrow Agent is hereby authorized to pay the same to Seller upon and after: a. Conveyance of said real property by Seller to City as hereinabove provided; b. Acceptance by City of a Grant Deed conveying said real property to City; c. Delivery to City of the policy of title insurance as hereinabove provided; City Council 20 — 5 12/6/2022 d. Recordation of the Deed conveying said real property to City. 7, Possession._ Seller agrees to deliver to Ci.v� on tl�e date itf�e deed cortvey,[n_g, said. real, property to City is recorded, quiet and peaceful possession of said real property, which shall be made free by Seller of all personal property. a. No later than fourteen days (14) days after close of escrow, Seller shall have removed all merchandise, inventory, equipment, personal property, and/or removable trade fixtures from the Property. Any merchandise,, inventory,,, equipment,, personal property.,. and/or removable trade fixtures at the Property as of three days after close of escrow shall be deemed abandoned by Seller on that date. b. If Seller does not vacate the Property by the above stated date, the Seller agrees to have the Court immediately issue a Writ of Possession and/or Assistance, directing the Marshall or Sheriff of Orange CQunty, to take physical possession of the Property in favor of the City. Seller waives the right to have the City file an unlawful detainer action, as well as waive the right to any hearing or any requirements for an application by City to obtain the Writ of Possession and/or Assistance and waives any and all rights to object to the issuance of said Writ if Seller does not vacate the Property by fourteen (14) days after close of escrow. 8. Rental and Occulgancy.By Seiler. Seller agrees to execute a complete; current and correct statement of rentals (Seller Estoppel) on a form furnished to Seller by City and deliver same to City within fifteen (15) days hereof with copies of any written leases or rental agreements attached. All rents will be prorated as of the close of escrow on the basis of a 30-day month/360-day year consistent with that statement, subject to approval of City. Seller hereby agrees not to rent any units on the premises which are vacant as of the date that this agreement is executed by seller, or which may be vacated by present occupants prior to close of escrow. In return, the City agrees to reimburse seller lost rentals incurred by keeping units vacant through the close of escrow. Seller agrees that any and all Tenant Security Deposits pertaining to the subject property collected by or in the possession of Seller prior to the close of escrow shall be transferred to and become the property of City during escrow. Seller hereby warrants that the rental statement referred to shall include the terms of all rental agreements, tenancies, and leases (written, unwritten, recorded, or unrecorded) and Seller agrees to hold City harmless from all liability from any such leases or agreements. Seller also warrants that there are no oral or written leases on all or any portion of the subject property exceeding a period of one month. 9-. Waivers-. The, waiver by City of any, breact-11 of any covenant or agreement herein contained, on the. part of the Seller shall not be deemed or held to be a waiver of any subsequent or other breach of said covenant or agreement nor a waiver of any breach of any other covenants or agreements contained herein. 10. Heirs, Assigns, Successors-In-Intere§t. This PSA, and all the terms, covenants and conditions hereof, shall apply to and bind the heirs, executors, administrators, successors and assigns of the respective Parties hereW_ 11. Time is of the Essence. In all matters and things hereunder to be done and in all payments hereunder to be made, time is and shall be of the essence. 12. Just Compensation. Seller acknowledges and agrees that said purchase price is just compensation at fair n^urket value- for said real, property and, includes payment for fixtures- & equipment (inriprovernents- pertaining to the realty) and severance damages. City Council 20 — 6 12/6/2022 13. Acknowledgment of Full Benefits and Release. A- By executoop, of this Agreement, Se er,. Qrr behalf Qf hi.ms-eif,,. his. heirs.„ ?x-ecj-1tQrs.,. administrato.rs,. successors and assigns, hereby acknowledges that this Agreement provides full payment for the acquisition of the Property by Buyer, and Seller hereby expressly and unconditionally waives any claim for compensation for injury to the remainder ("severance damages"); precondemnation damages; claims for inverse condemnation; loss or impairment of any "bonus value" attributable to any lease; damage to or loss of improvements pertaining to the realty; damage to or loss of machinery; fix ures-, inventory, equipment and/or personal property; any right to repurchase, leaseback from Seller, or receive any financial gain from, the sale of any portion of the Property , or challenge Buyer's adoption of a resolution of necessity, pursuant to Code of Civil Procedure sections 1245.245; any right to receive any notices pursuant to Code of Civil Procedure section 1245.245; any right to enforce any other obligation placed upon Seller pursuant to Code of Civil Procedure sections 1245.245, 1263.025 and 1263.615; any other rights conferred upon Sellers pursuant to Code of Civil Procedure sections 1245.245 and 1263.615 and 1263.025; and attorney's fees and costs. It being understood that this is a complete and full settlement of all acquisition claims, liabilities, or benefits of any type or nature whatsoever relating to or in connection with the acquisition of the Property by Buyer. This release shall survive the Close of Escrow. B. This AgreemeRt arose out, of Buyer's efforts to acquire the Property tbmugh its muni.cip-al authority. _ Seller, on behalf of himself, his heirs, executors, administrators, successors and assigns, hereby fully releases Buyer, its successors, agents, representatives (including attorneys), and assigns, and all other persons and associations, known or unknown, from all claims and causes of action by reason of any damage which has been sustained by Seller, or may be sustained by Seller, as a result of Buyer's efforts to acquire the Property or to construct the works of improvement thereon, or any preliminary steps thereto,. This' Agreement does nat, and. shall, not lbe' een trued to; requlre' Seller to' iridernn-ify' Buyer for damages which may arise as a result of Buyer's efforts to construct improvements on the Property. This acknowledgment and release shall survive the Close of Escrow. 'i ._ Notices.. The ma tirAg, a44iess Qf the Gtty of Santa, Apo, is ZQ Civic CerAter Plaza., M-3Q,, P.U. Box_ 1988, in the City of Santa Ana 92701, County of Orange, State of California. The mailing address of the Seller is 2246 S. Cedar Street, Santa Ana, CA 92707. 15. Exceptions. City agrees to accept title to said real property subject to the following: NONE. 16, Brl'tir'e Acxreernent., It is mutually agreed_ that_ the Parties hereto have haroiR set forth_ the whole of their Agreement. Performance of this PSA by City shall Jay at rest, each, every, and all issue(s) that were raised or could have been raised in connection with the acquisition of Said Real Property by Clty. 17. Hazardous Waste. Neither Seller nor, to the best of Seller's knowledge, any previous owner, tenant, occupant, or user of the Property used, generated, released, discharged, stored, or disposed of any hazardous waste,, toxic substances,. Qr relates materials ("Hazardous Materials"), an,, under,, in, or ahQut the Property, or transported any Hazardous Materials to or from the Property. Seller shall not cause or permit the presence, use, generation, release, discharge, storage, or disposal of any Hazardous Materials on, under, in, or about, or the transportation of any Hazardous Materials to or from, the Property. The term "Hazardous Material" shall mean any substance, material, or waste which is or becomes regulated by any local governmental authority, the State of California, or the United States Government, including, but not limited to, s i a �, " �� n n n anylTef ICiI' ofj'[aI'fGe' wTII.I'1' C�" defined` as' a' hazardous' 4fljY�e' , "extremely hrazardous waste!', of "restricted hazardous waste" under Section 25115, 25117 or 25122.7, or listed pursuant to Section 25140 of the California Health and Safety Code, Division 20, Chapter 6.5 (Hazardous Waste Control Law), (ii) defined as "hazardous substance" under Section 25316 of the California Health and Safety Code, Division 20, Chapter 6.8 (Carpenter -Presley -Tanner Hazardous Substance Account Act), (ill) defined as a "hazardous material", "hazardous substance", or "hazardous waste" under Section 25501 of the California Health and City Council 20-7 12/6/2022 Safety Code, Division 20, Chapter 6.95 (Hazardous Materials Release Response Plans and Inventory), (iv) defined as a "hazardous substance" under Section 25281 of the California Health and Safety Code, Division 20, Chapter 6.7 (Underground Storage of Hazardous Substances),, (vJ petroleum (vi), asbestos. (vii) polychlorinated biphenyls, (viii) listed under Article 9 or defined as "hazardous" or "extremely hazardous" pursuant to Article 11 of Title 22 of the California Administrative Code, Division 4, Chapter 20, (ix) designated as a "hazardous substances" pursuant to Section 311 of the Clean Water Act, (33 U.S.C. S1317), (x) defined as a "hazardous waste" pursuant to Section 1004 of the Resource Conservation and Recovery Act, 42 U.S.C, S6901 et seq. (42 U.S.C. S6903) or (xi) defined as a "hazardous substances" pursuant to Section 101 of the Comprehensive- lEnvirommentat Response, Compensation, as amended by LlabllAy- Act, 42. U-.S.C. S9604 et seg, (42 U-.&C: S9601): 18. Compliance With Environmental Laws. To the best of Seller's knowledge the Property complies with all applicable laws and governmental regulations including, without limitation, all applicable federal, state, and local laws pertaining to air and water quality, hazardous waste, waste disposal, and other environmental matters, including, but not limited to, the Clean Water, Clean Air, Federal Water Pollution Control, Solid Waste Disposal, Resource Conservation Recovery and Comprehensive Environmental Re sponge Compensation and Liability Acts, and the California Environment Quality Act, and the rules, regulations, and ordinances of the city within which the subject property is located, the California Department of Health Services, the Regional Water Quality Control Board, the State Water Resources Control Board, the Environmental Protection Agency,. and all applicable federal,, state;.and local agencies and bureaus. 19. Indemnity. Seller agrees to indemnify, defend and hold the City harmless from and against any claim, action, suit, proceeding, loss, cost, damage, liability, deficiency, fine, penalty, punitive damage, or expense (including, without limitation, attorneys' fees), resulting from, arising out of, or based upon (i) the presence, release, use, generation, discharge, storage, or disposal of any Hazardous Material on, under, in or about, or the, transportation, of any such- m.aterials to of from,, the- Property, or (11} the. violation-, or alleged violation, of any statute, ordinance, order, rule., regulation, permit, judgment, or license relating to the use, generation, release, discharge, storage, disposal, or transportation of Hazardous Materials on, under, in, or about, to or from, the Property. This indemnity shall Include, without limitation, any damage, liability, fine, penalty, punitive damage, cost, or expense arising from or out of any claim, action, suit or proceeding for personal injury (including sickness, disease, or death, tangible or intangible property damage, compensation for lost wages, business income, profits or other economic loss, damage to the natural resource or the environment, nuisance, pollution, contamination, leak, spill, release, or other adverse effect on the environment). This indemnity extends only to liability created prior to or up to the date this escrow shall close. Seller shall not be responsible for acts or omissions to act post close of this escrow. 20. Contingency. It is understood and agreed between the parties hereto that the completion of this transaction, and the escrow created hereby, is contingent upon the specific acceptance and approval of the City herein. The execution of these documents and the delivery of same to Escrow Agent constitute said acceptance and approval. 21. Modification and Amendment. This PSA may not be modified or amended except in writing signed by the Seller and City. 22. Partial Invalidity. Any provision of this PSA that is unenforceable or invalid or the conclusion of which would adversely affect the validity, legality, or enforcement of this PSA shall have no effect, but all the remaining provisions of this PSA shall remain in full force. 23. Captions. Captions and headings in this PSA, including the title of this PSA, are for convenience only and are not to be considered in construing this PSA. 24. Governing Law. This PSA shall be governed by and construed in accordance with the laws of the State of California. City Council 20-8 12/6/2022 25. No Reliance By One Party On The Other. Each party has received independent legal advice from its attorneys with respect to the advisability of executing this PSA and the meaning of the provisions hereof. The proy sioRa of this PSA, shial, be construed. as to their fair meaning,, and. RQt for or against, any, party based_. u.pQn_ any attribution to such party as the source of the language in question. 26. No Third Party Beneficlia[M. This PSA is intended to benefit only the Parties hereto and no other person or entity has or shall acquire any rights hereunder. �� . ®u�y To, Ce�eperate• Further. Eaeh• party hereby agrees that it shall•, uporr request of the. other, execute and deliver such further documents (in form and substance reasonably acceptable to the party to be charged) and do such other acts and things as are reasonably necessary and appropriate to effectuate the terms and conditions of this PSA, without cost. 28. Applicability of Agreement To Assignees. This PSA shall be binding upon and shall inure to the benefit ofthe successors and assigns of the Parties to this PSA. 29. Authority to Execute Agreement. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this PSA, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the. euent_thatsu0 authority or power is RQtx fn. fact,, field by the signatory or is WWAmwn.. 30. Incorporation of Exhibits. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this PSA, City Council 20 — 9 12/6/2022 IN WITNESS WHEREOF, the Parties hereto have executed this PSA on the date and year first written above. SELLER: VIRGINIA G. AMBRIZ, AN UNMARRIED WOMEN Date: '' , 2022 Virginia G. Ajroriz City/Buyer City of Santa Ana Kristine Ridge City Manager Attest: City Clerk Approved as to Form John M.Funk Sr. Assistant City Attorney RECOMMENDED FOR APPROVAL: Nabil Saba Executive Director Public Works Agency Date:.... . , 2019 Date: __..._. .2022 October 31 Date: , 2022 Date: , 2022 City Council 20 — 10 12/6/2022 EXHIBIT "A" MGAI. DES131MOR THE LAND REFERRED TO HEREIN IS SITUATED IN COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOT 20 IN BLOCK "C" OF TRACT NO, 1541, IN THE CITY OF SANTA ANA, COUNTY OF ORANGI STAM OF CALIFORNIA, AS PER MAP MEREOF RECOR1)M, rM BOOK 45, PAGE(S) 48 AND 49 OF MISCELLANEOUS MAIDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, Assessor's Parcel Number: 016-21442 City Council 20 —11 12/6/2022 EXHIBIT "B" (Fidelity National Title) GENERAL ESCROW PROMIORS 1. DEPOSIT OR FUNDS The law dealing with the disbursement of funds requires that all funds be available for withdrawal as a matter of right by the title entity's escrow and/or sub escrow account prior to disbursement of any Rinds. Only wire -transferred funds can be given immediate availability upon deposit. Cashier's checks, teller's checks and Certified checks may be available one business day after deposit. All other funds such as personal, corporate or partnership checks and drafts are subject to mandatory holding periods which may cause material delays in disbursement of funds in this escrow. In order -to- avoid- delays; all- Rinrlings• should- ben wire transferred.. Outgoing wire-tiatisfoui, will not lie• authorized until- conftnmiion, of the- respective, - incoming wire transfer or of availability of deposited checks. Deposit of funds into general escrow trust account unless instructed otherwise, You may instruct Escrow Holder to deposit your funds into an interest bearing account by signing and returning the "Escrow Instructions - Interest Bearing Account", which has been provided to you, If you do not so instruct us, then all funds received in this escrow shall be deposited with other escrow funds in one or more general escrow trust accounts, which include both non -interest bearing demand accounts and other depository accounts of Escrow Holder, in any state or national bank or savings and, lowrosociation`insuiv by Ilrr Federal Deposit- insurance Corporatioir(the-"depositurry inslitution0)•and-may be lrairsfr twd-w-any. odioi such escrow trust accounts of Escrow Holder or one of its affiliates, either within or outside the State of California. A general escrow trust account is restricted and protected against claims by third parties and creditors of Escrow Holder and its affiliates. Receipt of benefits by Escrow Holder and affiliates. The parties to this escrow acknowledge that the maintenance of such general escrow trust accounts with some depository institutions may result in Escrow Holder or its affiliates being provided with ail array of bank services, accommodations or other benefits by the depository institution. Some or all of these benefits may be considered interest due you under California hsurance• Code Section- 1-2413, 5% Escrow- Holde"i- its- aff liates• also may, eleet- to enter, itito other- buslness� tririsactions- with oiv obtahr loans- for. investment or other purposes from the depository institution. All such services, accommodations, and other benefits shall accrue to Escrow Holder or its affiliates and Escrow Holder shall have no obligation to account to the parties to this escrow for the value of such services, accommodations, interest or other benefits. Said funds will not earn interest unless the instructions otherwise specifically state that funds shall be deposited in an interest -bearing account. All disbursements sliall be made by check of Fidelity National Title Company. The principals to this escrow are hereby notified that the Rinds deposited herein are insured only to the limit provided by the Federal Deposit Insurance Corporation. Any instruction for bank wire will provide reasonable-iinie orrivticc for Escrow Holder's coitipl4aace. withsuchiiisirurtiori: Eserow Holdeias•sole.-duty and• iesporisibilityshall, beto-place•said wire transfer instructions with its wiring bank upon confirmation of (1) satisfaction of conditions precedent or (2) document recordation at close of escrow. Escrow Holder will NOT be held responsible for lost interest due to wire delays caused by any bank or the Federal Reserve System, and recommends that all parties make themselves aware of banking regulations with regard to placement of wires. In the event there is insufficient time to place a wire upon any such confirmation or the wires have closed for the day, the parties agree to provide written instructions for an alternative method of disbursement. WITHOUT AN ALTERNATIVE DISBURSEMENT INSTRUCTION, FUNDS WILL BE HELD IN TRUST IN A NON -INTEREST BEARING ACCOUNT UNTIL THE NEXT OPPORTUNTIY FOR WIRE PLACEMENT. 2. PRORATIONS AND ADJUSTMENTS All prorations and/or adjustments called for in this escrow are to be made on the basis of a thirty (30) day month unless otherwise instructed in writing. You are to use information contained on last available tax statement, rental statement as provided by the Seller, beneficiary's statement and fire insurance policy delivered into escrow for the prorations provided for herein. 3. SUPPLEMENTAL, 'TAXES The -within- describe& property may be -subject, to- supplcmental• real- property taxes due to the -change of ownership taking -place through this -or -a previous escrow transaction. Any supplemental real property taxes arising as a result of the transfer of the property to Buyer shall be the sole responsibility of Buyer and any supplemental real property taxes arising prior to the closing date shall be the sole responsibility of the Seller. TAX BILLS OR REFUNDS ISSUED AFTER CLOSE OF ESCROW SHALL BE HANDLED DIRECTLY BETWEEN BUYER AND SELLER. 4. UTILITIES/POSSESSION Transfer of utilities and possession of the premises are to be settled by the parties directly and outside escrow. 5. PREPARATION AND, RECORDATION OF INSTRUMENTS Escrow Holder is authorized to prepare, obtain, accord and deliver the necessary instruments to carry out the terms and conditions of this escrow and to order the policy of title insurance to be issued at close of escrow as called for in these instructions. Close of escrow shall mean the date instruments are recorded. 6. AUTHORIZATION TO FURNISH COPIES You are authorized to furnish copies of these instmctions, supplements, amendments, notices of cancellation and closing statements, to the Real Estate Broker(s) and Lender(s) named in this escrow. General Provisions Printed; 1/1/0001 12:00 AM by X F,1000076 PSI Rev. 05/19117) Page 1 City Council 20 — 12 12/6/2022 7. RIGHT OF CANCELLATION Any principal instructing you to cancel this escrow shall file notice of cancellation in your office in writing. You shall, within two (2) working days thereafter, deliver, one copy of such notice to each of the other principals at the addresses stated in this escrow. UNLESS WRITTEN OBJECTION TO CANCELLATION IS FILED IN YOUR OFFICE BY A PRINCIPAL. WITHIN TEN (10) DAYS AFTER DATE OF SUCH DELIVERY, YOU ARE AUTHORIZED TO COMPLY WITH SUCH NOTICE AND DEMAND PAYMENT OF YOUR CANCELLATION CHARGES. If written objection is filed, you are authorized to hold all money and instrruncnts in this escrow and take no further action until otherwise directed, either by the principals' mutual written instructions, or by final order of a court of connpotent jurisdiction. 8. PERSONAL PROPERTY No- examination- or-insnuauce-as-to the -amount or -payment ofpersonal-propertytaxes-is required -unless -specifically requested: By signing these General Provisions, the parties to the escrow hereby acknowledge that they are indemnifying the Escrow Holder against any and all matters relating to any "Bulk Sales" requirements, and instruct Escrow Agent to proceed with the closing of escrow without any consideration of matter of any nature whatsoever regarding 'Bulk Sales" being handled through escrow. 9. RIGHT OF RESIGNATION Escrow Holder-lias the-rightto resign upon- written -notice delivereclto the principals•lrer•ein. If such -right is exercised; all, funds -and documents -shall` be returned to the party who deposited them and Escrow Holder shall have no liability hereunder. 10. AUTHORIZATION TO EXECUTE ASSIGNMENT OF HAZARD INSURANCE POLICIES Either Buyer, Seller and/or Lender may Lund you the insurance agent's nine and insurance policy infon-nation, and you are to execute, on bebalf of the principals hereto, form assignments of interest in arty insurance policy (other than title insurance) called for in this escrow, forward assignment and policy to the insurance agent, requesting that the insurer consent to such transfer and/or attach a loss payable clause and/or such other endorsements•as-maybe-rcquimd, and- forward -such policy(s)•to- the -principals entitlyd,dinrclo. It -is not-yourar'esponsibility to- verify. ihc-infornahori, handed you or the assignability of said insurance. Your sole duty is to forward said request to insurance agent at close of escrow. Further, there shall be no responsibility upon the part of Escrow Holder to renew hazard insurance policy(s) upon expiration or otherwise keep it in force either during or subsequent to the close of escrow. Cancellation of any existing hazard insurance policies is to be handled directly by tine principals, and outside of escrow. IF. ACTION-ININTERPLEADEF 'The principals hereto expressly agree that you, as Escrow Holder, have the absolute right at your election to file an action in interpleader requiring the principals to answer and litigate their several claims and rights among themselves and you are authorized to deposit with the clerk of the court all documents and funds held in this escrow. In the event such action is filed, the principals jointly and severally agree to pay your cancellation charges and costs, expenses and reasonable attorney's fees which you are required to expend or incur in such interpleader action, the amount thereof to be fixed and judgment therefore to be rendered by the court. Upon the filing of such action, you shall thereupon be fully released and discharged from all obligations imposed by the terms of this escrow or otherwise. 12. TERMINATION OF AGENCY OBLIGATION If there is no action taken on this escrow within six (6) months after the "time limit date" as set forth in the escrow instructions or written extension thereof, your agency obligation shall terminate at your option and all documents, monies or other items held by you shall be returned to the parties depositing same. In the event of cancellation of this escrow, whether it be at the request of any of the principals or otherwise, the fees and charges due Fidelity National Title Company, including expenditures incurred and/or authorized shall be borne equally by the parties hereto (unless otherwise agreed to specifically). 13. CONFLICTING INSTRUCTIONS Upon reecipt of any conflicting instructions, you are to take no action in connection with this escrow until non -conflicting instructions are received from all of the principals to this escrow (subject to sections 7, 9, 11 and 12 above). 14, DELIVERYIRECEIPT Delivery to principals as used in these instructions unless otherwise stated herein is to be by hand in person to the principal, regular mail, email or fax to any of the contact information provided in these instructions. If delivered by regular mail receipt is determined to be 72 hours after such mailing: All, doetunents; balances arid, statements due to- the undersign& may be delivered, to the contact- information shown- hereim All- notices, change of instructions., communications and documents are to be delivered in writing to the office of Fidelity National Title Company as set forth herein, 1.5. STATIJIFEDERAL CODE NOTIFICATIONS According to Federal Law, the Seller, when applicable, will be required to complete a sales activity report that will be utilized to generate a 1099 statement to the Internal Revenue Service. Genial Provisions Printcd: 1/1/0001 12:00 AM by JK F,1000076 (D31 Rev. 05/19/17) Page 2 City Council 20 — 13 12/6/2022 Pursuant to State Law, prior to the close of escrow, Buyer will provide Escrow Holder with a Preliminary Change of Ownership Report. In the event said report is not handed to Escrow Holder for submission to the County in which subject property is located, upon recording of the Grant Deed, Buyers acknowledge that the applicable fee will be assessed by said County and Escrow Holder shall debit the account of Buyer for same at close-of-escrvw. 16. NON-RESIDENT ALIEN The Foreign Investment in Real Property Tax Act (FIRPTA), Title 26 U.S.C., Section 1445, and the regulations there under, provide in part, that a transferee (buyer) of a U.S, real property interest from a foreign person must withhold a statutory percentage of the amount realized on the disposition, report the transaction and remit the withholding to the Internal Revenue Service (IRS) within twenty (20) days after the transfer. Fidelity National Title Company will not determine nor aid in the determination of whether the FIRPTA withholding provisions are applicable to the subject transaction; nor -act as•a Qualified- Substitute understate orfederal law, nor-i irnish tax advice -to -any -party to the transaction, Fidelity National Title Company will not determine nor aid in the determination of whether the transaction will qualify for an exception or an exemption and is not responsible for the fling of any tax forms with the IRS as they relate to FIRPTA, nor responsible for collecting and holding of any documentation from the buyer or seller on the buyer's behalf for the purpose of supporting a claim of an exception or exemption. Fidelity National Title Company is not an agent for the buyer for the purposes of receiving and analyzing any evidence or documentation that the seller in the subject transaction is a U.S. citizen or resident alien, fidelity National Title Company is not responsible for the payment of this tax and/or penalty and/or interest incurred in connection therewith and such taxes are not a matter covered by the Owner's Policy of Title Insurance to be issued to the buyer. Fidelity- National- Title- Company is not: responsible, for• thu- completion- of any IRS documents or -related- fauns, rulai:ed• to the- referenced• statute. The buyer is advised: they must independently make a determination of whether the contemplated transaction is subject to the withholding requirement; bear fall responsibility for compliance with the withholding requirement if applicable and/or for payment of any tax, interest, penalties and/or other expenses that may be due on the subject transaction; and they are responsible for the completion of any and all forms, including but not limited to applicable IRS documentation, and the mailing of those forms, The Buyer is advised any forms, documents, or information received from Fidelity National Title Company is not tax or legal advice and should not be construed as such nor treated as a complete representation of FIRPTA requirements. Buyer should seek outside counsel from a qualified individual to determine any and all nnplicateans°ol~ Llre-rc;fc;renced st�rtute. 17. ENCUMBRANCES Escrow Holder is to act upon any statements furnished by a lienholder or his agent without liability or responsibility for the accuracy of such statements. Any adjustments necessary because of a discrepancy between the information furnished Escrow Holder and any amount later determined to be correct shall be settled between the parties direct and outside of escrow. You•are`authoiized; withoutthe•net d&for-furl of approval; tv debit-myaccountfor, any -fees au&charges that 1havc�agreed•to-payix,-connectiorrwith- this escrow, and for any amounts that I ant obligated to pay to the holder of any lien or encumbrance to establish the title as insured by the policy of title insurance called for in these instructions. If for any reason my account is not debited for such amounts at the time of closing, I agree to pay them immediately upon demand, or to reimburse any other person or entity who has paid them. 18. ENVIRONMENTAL ISSUES Fidelity National Title Company has made no investigation concerning said property as to environmental/toxic waste issues. Any due diligence required or needed to determine environmental impact as to forms of toxification, if applicable, will be done directly and by principals outside of escrow: FidelityNatiunal xiile Conrlrany is re1G€rsedof anyresporrsibilityajid{o, liability in curinection tlrerewitl3, 19. USURY Escrow Holder is not to be concerned with any questions of usury in any loan or encumbrance involved in the processing of this escrow and is hereby released of any responsibility or liability therefore. 20. DISCLOSURE Escrow Holders- knowledge- of matters af-eckag- the properly; provided- such facts do. not prevent- compliance with these- instructions; dons, nor' create any liability or duty in addition to these instructions, 21. FACSIMILEIELECTRONl C SIGNATURE Escrow Holder is hereby authorized and instructed that, in the event any party utilizes electronic or "facsimile" transmitted signed documents or instructions to Escrow Holder, you are to rely on the same for all escrow instruction purposes and the closing of escrow as if they bore original signatures. "Electronic Signature" means, as applicable, an electronic copy or signature complying with California Law. 22. CLARIFICATION OF DUTIES Fidelity National Title Company serves ONLY as an Escrow Holder in connection with these instructions and cannot give legal advice to any party hereto. Escrow Holder is not to be held accountable or liable for the sufficiency or correctness as to form, manner of execution, or validity of any instrument deposited in this escrow, nor as to the identity, authority or rights of any person executing the same. Escrow Holder's duties hereunder shall be limited to the proper handling of such money and the proper safekeeping of such instruments, or other documents received by Escrow Holder, and for the disposition of same in accordance with the written instructions accepted by Escrow Holder. The agency and duties of Escrow Holder commence only upon receipt of copies of these Escrow Instructions executed by all parties. General Provisions Printed: 1/1/0001 12:00 AM by JK E1000076 (DS1 Rev. 05119/17) Page 3 City Council 20 — 14 12/6/2022 23. FUNDS HELD IN XSCROW When the company has ftmds remaining in escrow over 90 days after close of escrow or estimated close of escrow, the Company shall impose a monthly holding fee of $25.00 that is to be charged against the finds Held by the Company. THIS AGREEMENT IN ALL PARTS APPLIES TO, INURES TO THE BENEFIT OF, AND BINDS ALL PARTIES HERETO, TEIEIR HEIRS, LEGATEES, DEVISEES, ADMINISTRATORS, EXECUTORS, SUCCESSORS AND ASSIGNS, AND WHENEVER THE CONTEXT SO REQUIRES THE MASCULINE GENDER INCLUDES THE FEMININE AND NEUTER, AND THE SINGULAR NUMBER INCLUDES THE PLURAL, THESE INSTRUCTIONS AND ANY OTHER AMENDMENTS MAY BE EXECUTED IN ANY NUMBER OF COUNTERPARTS, EACH OF WHICH SHALL BE CONSIDERED AS AN ORIGINAL AND BE EFFECTIVE AS SUCH. MY SIGNAT UREBERET 0,CONSTITUTEIS INSTRUCiTvN-TO,ESCROW HOLDER OF ALL TERMSAND, CONDIUONS CONTAINED• IN THIS AND ALL PRECEDING PAGES AND FURTHER SIGNIFIES THAT I HAVE READ AND UNDERSTAND THESE GENERAL PROVISIONS. Fidelity National Title Company conducts escrow business under a Certificate of Authority No. 305350 issued by the California Department of Insurance. General Provisions EI000076 (DS1 Rev.05/19117) Page 4 Printed: 111 /0001 12:00 AM by JK City Council 20 — 15 12/6/2022 Planning and Building Agency santa-ana.org/departments/planning-and-building Item # 21 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Density Bonus Agreement No. 2022-03 — Warmington Residential (717 S Lyon Street) AGENDA TITLE: Density Bonus Agreement No. 2022-03 to Facilitate the Construction of a For -Sale Residential Townhouse Development, Consisting of 51 Townhouse Units with Eight Units Proposed as Affordable to Low -Income Households RECOMMENDED ACTION 1. Adopt a resolution approving Density Bonus Agreement No. 2022-03 as conditioned. 2. Authorize the City Manager to execute a Density Bonus Agreement with Warmington Residential, Inc., for a 55-year term, for a for -sale residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low-income households at 717 S. Lyon Street, subject to non -substantive changes approved by the City Manager and City Attorney. EXECUTIVE SUMMARY Greg Ocasek, representing Warmington Residential California, Inc. (applicant), on behalf of Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust (property owner), is requesting approval of density bonus agreement (DBA) No. 2022-03 to facilitate the construction of a residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable at 717 S. Lyon Street. As proposed, the project will utilize waivers from development standards and/or development concessions through the density bonus agreement pursuant to California Government Code sections 65915 through 65918 and Santa Ana Municipal Code (SAMC) Section 41-1600 through 41-1607. Moreover, the project requires approval by the City Council for a density bonus to allow up to 22.16 dwelling units per acre (du/ac). Staff is recommending approval of the applicant's request due to the projects satisfying the intent of the General Plan to promote a pedestrian -oriented environment, and because the project will provide additional affordable and market -rate ownership housing stock to the community. City Council 21 — 1 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 2 Planning Commission Action On September 26, 2022, the Planning Commission held a public hearing for the project and voted unanimously (6-0-0-1) to approve Vesting Tentative Tract Map No. 2022-03 for the project, and recommended that the City Council approve Density Bonus Agreement No. 2022-03 with conditions. As part of the discussion, the Planning Commission amended the resolutions to include a condition of approval requiring that the applicant meet with planning staff to explore and implement ways to maximize the proposed onsite landscaping. This condition was in response to commission concerns regarding a requested concession by the applicant for a reduction in the required onsite common open space. DISCUSSION California Senate Bill 330 The California Senate Bill (SB) 330, the Housing Crisis Act of 2019, (HCA) became effective on January 1, 2020, and established a statewide "housing emergency" until January 1, 2025. The senate bill amended Government Code Section 65941.1 with the broad goals of facilitating increased production of new residential units, protecting existing units, and providing for an expedited review and approval process for housing development projects through submittal of a "preliminary application." On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8. This application is being submitted pursuant SB 330/the HCA. As such, the proposed development site will not be required to be rezoned, if found consistent with the objective General Plan standards for the property. Moreover, the development is required to comply with the objective zoning code standards applicable to the property, but only to the extent that they facilitate the development at the density allowed by the general plan, 15 du/ac per the Medium Density Residential (MR-15) General Plan land use designation. In consultation with City Staff, Warmington Residential California, Inc. has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project (per SB 330), an option afforded to the developer by Appendix A of the General Plan Land Use Element. Project Description The project includes the construction of a new residential development consisting of 51 townhouse units, 17,790 square feet of open space, and 105 parking spaces, including 102 covered parking spaces and three open/guest parking spaces. The development will consist of twelve residential buildings with three-story townhouse units and will provide onsite bicycle storage. The structures will each contain a two -car garage at ground level (Tuck -under building design) with residential units above, some with balconies/decks and others with a den/fourth flex room. The project will include eight (8) two -bedroom units, eight (8) three -bedroom units, twenty-two (22) three -bedroom plus den units, and thirteen (13) three -bedroom units plus den or an optional fourth bedroom. City Council 21 — 2 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 3 Of the total units in the development, eight units are proposed to be affordable to households earning less than 50-80 percent of the area median income (AMI), which is currently set at $108,400, adjusted for a four -person household size, as published by California Department of Housing and Community Development (HCD). Seven of the affordable units will be three -bedroom units while the last unit will be a two -bedroom unit. The proposed units will range in size between 1,300 to 1,992 square feet in size and will contain full kitchens, bedrooms, bathrooms, in -unit storage, and open/common (living) areas. Common open space will be provided through several private exterior areas approximately 6,100 square feet in size, or 7 percent of the total site area. One area will be a courtyard approximately 2,016 square feet in size, located on the west side of the property, adjacent to entrance and buildings 10 and 11. A second courtyard approximately 2,178 square feet in size is proposed to be located on the east side of the property, between buildings 6 and 7. The remainder of the open space locations will be provided as courtyards between buildings and would range from 792 and 1131 square feet. The design and layout of the proposed open spaces would create a unique outdoor area within the development, which function as a passive outdoor space and provide functional amenities to residents (e.g., picnic lounges, fire pits, BBQ, etc.). Lastly, each unit will also contain decks/private balconies for the use of each unit's owners. The project features a contemporary architectural style similar to many multiple -family or mixed -use residential communities under construction in Santa Ana and the region. The overall design, massing, features, and materials of the new construction will be compatible with, but differentiated from the existing multi -family neighborhood. The contemporary architectural style would include fiber cement lap siding, a light sand finish stucco exterior, fiber cement building trim, metal awnings and decorative columns, and high quality architectural detailing (e.g., exterior lighting, entry doors, fenestration, etc.). Moreover, the residential structures are designed to fully screen all mechanical equipment within the structure and parapet walls. Overall, the project will include a design and solid construction materials that will ensure that the project ages well for the duration of the building's lifetime. As part of the overall entitlement process, the applicant submitted a vesting tentative tract map application to subdivide the project site into a condominium lot with fifty-one condominium units, which would allow each unit to be sold for individual ownership. The applicant prepared the required vesting tentative tract map, which clarifies the proposed subdivision for the proposed condominiums. Table 1: Project and Location Information Item I Information Project Address and Council Ward 717 S. Lyon Street — Ward 3 City Council 21 —3 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 4 Nearest Intersection Warren and Lyon streets General Plan Designation Medium Density Residential (MR-15) Zoning Designation General Agriculture (A-1); SB330 — Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan SP-2 Surrounding Land Uses North Multi -Family Residences (Saddleback Park Villas East Multi -Family Residences (Tustin Parc Apartments South Multi -Family Residences (Las Fuentes Apartments West Multi -Family Residences (Warwick Square Apartments) Property Size 2.3 acres Existing Site Development Two existing structures and asphalt parking lot. Structures include a one-story structure in the northwest corner and one-story commercial structure on the southwest corner. Use Permissions Multi -Family Residential (permitted under Harbor Mixed Use Transit Corridor Plan, as part of SB330 request Zoning Code Sections Affected Uses Article XVI.I (Density Bonus); Corridor District within the Harbor Mixed Use Transit Corridor Plan (SP-2); and Chapter 34 (Subdivisions) Density Bonus The California Density Bonus law allows developers proposing five or more residential units to seek increases in base density for providing on -site housing units in exchange for providing affordable units on site. To help make constructing on -site affordable units feasible, the law allows developers to seek up to three incentives/concessions and an unlimited number of waivers, which are essentially variances from development standards that would help the project be built without significant burden and without detriment to public health. In early 2017, the law was amended to restrict the ability of local jurisdictions to require studies to "justify" the density bonus and requested incentives/waivers and places the onus on local jurisdictions to prove that the incentives/concessions or waivers are not financially warranted. Pursuant to the California Density Bonus law, a project's affordability level is determined by dividing the number of proposed affordable units by the allowable "base" density (i.e., 15 du/ac). Moreover, the State density bonus law states that units added by a density bonus are excluded from the calculations. As outlined by Table 2 below, the base density for the 2.3-acre site at 15 du/ac is 35 units. Of the total units in the development, eight units are proposed to be affordable. Therefore, the project would have a 23-percent affordability rate. As such, State density bonus law allows the developer to request a maximum density bonus of 46.25-percent (46.25%). Due to the project's 23-percent affordability rate, the developer can seek one density bonus concession and unlimited waivers, pursuant to Section 65915 et al. of the California Government Code (Density Bonuses and Other Incentives). In addition, California City Council 21 — 4 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 5 Assembly Bill No. 2345, approved September 28, 2020, revised the State Density Bonus Law originally adopted in 1979 to provide additional benefits for projects that include qualifying affordable housing. Pursuant to Section 65915 et al. of the California Government Code, the developer is requesting a 46.25-percent (46.25%) state density bonus. As such, the maximum unit yield for the 2.3-acre site using the MR-15 general plan density and the State density bonus is 52 units, as outlined in Table 2. However, the applicant is only proposing to develop 51 units on the site. Table 2: Density Bonus Calculation Affordable Unit— 23% 8 units —Low Income)* Density Bonus Calculation Units Allowed Base Density — Medium Density Residential 2.3 acres x 15 du/ac 35 Units MR-15 46.25-Percent State Density Bonus 35 units x 0.4625 +17 units 52 units Total Units allowed, 51 proposed *Affordable unit percentage is calculated excluding units added by a density bonus. The purpose of the State Density Bonus Law is to encourage the development and availability of affordable housing by requiring the inclusion of affordable housing units within new developments. Pursuant to California Government Code sections 65915 (d)(1) and 65915 (e)(1), a local jurisdiction is limited in its ability to deny requested concessions and waivers and is preempted from denying the Density Bonus Agreement application. Although the City has analyzed the project and has identified several areas of potential impacts, the conditions of approval proposed for the project are intended to address any of the project's potential impacts. Pursuant to SB 330 and the General Plan Land Use Element, the developer has selected the Harbor Mixed Use Transit Corridor Specific Plan (SP-2) development standards for a tuck -under building type to design the projects. However, pursuant to the Density Bonus Law, the developer is seeking specific concessions and waivers from certain SP-2 standards to facilitate development of the project. Table 3 below outlines the incentives/concessions and waivers requested by the applicant. Table 3: Requested Incentives/Concessions Standard Required by the SP-2 or SAMC Provided • Common Open Space - 15% of lot • Common Open Space - 7% of lot (15,028 square feet) (6,949 square feet) • Private Open Space - 90 square Private Open Space — Average of Open Space feet per dwelling unit (4,590 213 square feet per dwelling unit (Tuck -Under square feet) (10,841 square feet) — some units building type) Total — 19,618 square feet providing 0-82 sq. ft. SP-2, Table 3-9. Onsite Open Space • Total — 17,790 square feet Requirements Requires Concession (1 of 1), Cal. Gov't Code Sec. 65915 d 2 A City Council 21 — 5 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 6 Standard Required by the SP-2 or SAMC Provided Maximum building setback from the Building 1 is located 9'-7" from the public street right-of-way and/or utilities easement line and Building 2 Maximum easement is 8'-0" is located 11'-4" from the same Building Setback SP2, Table 3-5. Building easement line. Placement Requires Waivers, Cal. Gov't Code Sec. 65915 e 1 Fencing height within the front yard 6'-0" tall tubular fencing proposed Fencing Height setback is limited to 3'-0" within the front yard setback Sec. 41-610 of SAMC Requires Waivers, Cal. Gov't Code Sec. 65915 e 1 • Building frontage type required to Design does not provide a be identified in the frontage type Building Frontage elevations/design Ground floor heights below and Minimum Minimum floor heights required minimum required of 10'-0" to 15- Ground Floor pursuant to chosen frontage type 0". As designed, ground floor Height SP2, Table 3-4. Frontage Floor types designed as 9'-V Height Minimums and Districts Requires Waivers, Cal. Gov't Code Sec. 65915 e 1 Onsite Parking In addition, the site is parked in compliance with California Government Code Section 65915 (p)(1)(13)(C) and provides 2.1 spaces per unit. The California Density Bonus Law allows 1.5 parking spaces per two to three bedroom units, inclusive of handicapped and guest parking. The site is also parked in compliance with the Corridor District subsection of the Harbor Mixed Use Transit Corridor Plan (SP-2), which requires 1.75 parking spaces, inclusive of guest parking. The site provides 105 total parking spaces or 2.1 spaces per unit, which includes two covered parking spaces for each townhouse unit and three open/guest parking stalls. To proactively address any neighborhood parking impacts that could result from the project, the conditions of approval for the VTTM and terms of the DBA include provisions requiring the following parking management practices, to be incorporated into the final, recorded CC&Rs, and applicated throughout the life of the project: • Requiring onsite parking permits (such as stickers or hang -tags) for any parking in the surface guest parking spaces; • Policies for maximum time vehicles may be parked in the surface guest spaces; • Policies for towing unauthorized vehicles; vehicles parked in unauthorized locations, such as fire lanes; vehicles parking in surface guest parking without a sticker, hang -tag, or other identifiers; and vehicles parked longer than any maximum guest parking timeframes allowed; and • Routine garage inspections to ensure garages are available for vehicle parking. Analysis of the Issues Pursuant to Section 41-1607 of the SAMC, an application for a density bonus agreement is required to be recommended for approval by the Planning Commission for any project City Council 21 —6 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 7 containing "deviations" (incentives/concessions and/or waivers). The Planning Commission's review of the density bonus agreement is based on the following findings: 1. The proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city. 2. The development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element. 3. The deviation is necessary to make it economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to section 41- 1603. Table 4: Analysis of the Requested Incentives/Concessions (1) and Waivers (3) Standard Analysis Open Space The total common open space required for the project site is equal to 15 (Incentive/Concession) percent of the lot, or approximately 15,028 square feet. Instead, the project provides a 6,949-square-foot of common open space (7 percent), which is a difference of 8,079 square feet or 8 percent. Providing the required open space standard would lead to the elimination of three or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs. To help alleviate the open space deficiency, the project proposes an average of 213 square feet of private open space per unit, through use of private balconies/decks. This would exceed the minimum required private open space of 90 square feet per unit. Maximum Building Pursuant to SP-2, the maximum building setback from the public right -of - Setback (Waiver) way and/or easement is 8'-0". As proposed, the project is designed to exceed the maximum allowed setback, as two of the proposed buildings would be located 9'-7" and 11'-4" from a utilities easement line. The maximum setback outlined in SP-2 was originally intended for a more urban corridor of Santa Ana (Harbor Boulevard), as a means of regulating land development to achieve a specific urban form and which envisioned a more multi -modal boulevard. The proposed project is located in a suburban area of the City, with multi -family low- to medium -density developments. The existing multi -family residential developments immediately adjacent to the project site provide average front setbacks that exceed 10'-0" and extend to 20'-0". Although exceeding the maximum allowable setback, the proposed development is consistent with the existing multi -family residences. Moreover, the design is focused on the placement of the proposed buildings as a way to continue the existing character and overall nei hborhood pattern along Lon Street. City Council 21 —7 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 8 Standard Analysis Fencing Height (Waiver) For residentially zoned properties, the fencing height within the front yard setback is limited to 3'-0" in height. The development proposes a 6'-0" tall tubular fencing proposed within the front yard setback. Maintaining the fencing height limit of 3'-0" would affect the feasibility of the proposed units to be sold to prospective buyers, and would therefore affect the feasibility of the project to be constructed. The proposed fence provides security for the proposed townhouse community, which provides a sense of comfort and safety to prospective homebuyers. In addition, the fencing would be in keeping with the existing character and overall neighborhood pattern along Lyon Street, specifically the multi -family developments to the north and south of the project site. Las Fuentes multi -family community to the south has existing fencing and gates, while the Saddleback Park Villas have existing perimeter block walls. Moreover, the proposed design is further improved with additional small hedges and/or shrubs that will between the public right-of-way and the proposed fencing, to soften the transition of the future sidewalk. Building Frontage and The development standards in SP-2 require a specific building frontage Minimum Ground Floor (e.g., forecourt, shop front, stoop, etc.) and minimum floor heights, based Height (Waiver) on a frontage type. As proposed, the project design does not provide a frontage type and the ground floor heights are proposed below the minimum required of 10'-0" to 15'-0". The ground floor height is designed at a minimum of 9'-1" Maintaining the required frontage type minimum floor heights would result in a complete site and architectural redesign, involving more of the site area dedicated the frontages designs. In order to maintain the current proposed unit count, the developer would be required to redesign the site and elevation design construct, further increasing development costs and potentially leading to a loss of residential units, and a loss of further open space. Moreover, SP-2 was originally intended to achieve a specific urban form. The existing multi -family residential developments immediately adjacent to the project site do not provide a frontage type, nor do they maintain a minimum building floor height. Therefore, the proposed design is consistent with the existing multi -family residences. When analyzed cumulatively, the requested concessions and waivers could be avoided if the project were designed on a different site or using a different site plan. If the project was designed with a multi -level parking and/or subterranean parking structure, or if the applicant used different building materials to construct a taller project, additional area on site would become available to provide the minimum required open space and the required frontage and ground floor heights. However, these changes would increase development costs and result in a project that would exceed the maximum permitted building height, resulting in the housing project becoming financially infeasible due to the significantly increased financial implications of an alternative construction type compared to the relatively smaller scale of the project. Moreover, the changes would result in the loss of the eight affordable townhouse units. City Council 21 — 8 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 9 Based on the analysis provided within this report, the proposed development will materially assist in accomplishing the goal of providing additional affordable and market -rate ownership housing stock in the city and will be consistent with the applicable designation in the general plan land use element. In addition, the proposed deviations are necessary to make the project economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to section 41-1603. Affordable Housing Opportunity and Creation Ordinance The project exceeds the affordable housing goal for the ownership category of the City's Affordable Housing Opportunity and Creation Ordinance (AHOCO) by providing eight (8) onsite units in place of three (3) for sale units, which will target low-income (50-80%) in place of moderate -income households. These two factors significantly enhance the opportunity for income -eligible Santa Ana households to own a home in the City at a lower cost. The units will be dispersed throughout the community. Seven of the affordable units will be three -bedroom units while the last unit will be a two -bedroom unit. The proposed units will range in size between 1,300 to 1,992 square feet in size and will contain full kitchens, bedrooms, bathrooms, in -unit storage, and open/common (living) areas. The developer's Inclusionary Housing Plan has been reviewed and approved by the City's Housing Division. Public Notification and Community Outreach Project notifications were posted, published, and mailed in accordance with City and State regulations. In addition, staff contacted the provided contacts for the Lyon Street Neighborhood Association to ensure they were aware of the project. At the time this report was printed, no issues of concern were raised regarding the proposed development. The applicant also held two community meetings in conformance to the Sunshine Ordinance notification requirements in place at the time the application was submitted, January 5, 2022. The first meeting was a virtual community meeting on March 2, 2022. This meeting was publicly noticed in the OC Register, posted on the City's website, and invitation mailers were sent to all addresses within a 500-foot radius of the project site, as well as local community organizations. The meeting included a presentation on the project as well as a question and answer period to address concerns and collect feedback. Participants asked questions about the cost and site security. However, no issues of concern were raised regarding the proposed development. Approximately 10- 15 individuals attended the meeting. On June 1, 2022, the applicant held a second virtual Sunshine Ordinance community meeting. This meeting was also publicly noticed in the OC Register, posted on the City's website, and invitation mailers were sent to all addresses within a 1000-foot radius of the project site, as well as local community organizations. The meeting included a brief presentation and summary on the project as well as a question and answer period to City Council 21 — 9 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 10 address concerns and collect feedback. Participants asked questions about the project timing and construction impacts, affordability levels, project density, and about potential traffic and parking impacts to the community. Approximately 12-15 individuals attended the meeting. Materials from both the March 2nd and June 1st meetings were posted to the project's City webpage. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). This exemption applies to projects or sites that: 1. Meet the threshold criteria set forth in section 15192; provided that with respect to the requirement in section15192(b) regarding community -level environmental review, such review must be certified or adopted within five years of the date that the lead agency deems the application for the project to be complete pursuant to Section 65943 of the Government Code. 2. Meet both of the following size criteria: A. The site of the project is not more than four acres in total area. B. The project does not include any single level building that exceeds 100,000 square feet. 3. Meet both of the following requirements regarding location: A. The project is a residential project on an infill site. B. The project is within one-half mile of a major transit stop. 4. Meet both of the following requirements regarding number of units: A. The project does not contain more than 100 residential units. B. The project promotes higher density infill housing. The lead agency may establish its own criteria for determining whether the project promotes higher density infill housing except in either of the following two circumstances: 1) A project with a density of at least 20 units per acre is conclusively presumed to promote higher density infill housing. 2) A project with a density of at least 10 units per acre and a density greater than the average density of the residential properties within 1,500 feet shall be presumed to promote higher density infill housing unless the preponderance of the evidence demonstrates otherwise. 5. Meets the following requirements regarding availability of affordable housing: The project would result in housing units being made available to moderate, low, or very low income families as set forth in either A or B below: A. The project meets one of the following criteria, and the project developer provides sufficient legal commitments to the appropriate local agency to ensure the continued availability and use of the housing units as set forth City Council 21 —10 12/6/2022 DBA No. 2022-03 — Warmington Residential December 6, 2022 Page 11 below at monthly housing costs determined pursuant to paragraph (3) of subdivision (h) of Section 65589.5 of the Government Code. 1) At least 10-percent of the housing is sold to families of moderate income, or 2) Not less than 10-percent of the housing is rented to families of low income, or 3) Not less than 5-percent of the housing is rented families of very low income. B. If the project does not result in housing units being available as set forth in subdivision (A) above, then the project developer has paid or will pay in - lieu fees pursuant to a local ordinance in an amount sufficient to result in the development of an equivalent number of units that would otherwise be required pursuant to subparagraph (A). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution — Density Bonus Agreement 2. Draft Density Bonus Agreement 3. September 26, 2022 - Planning Commission Staff Report and Exhibits Submitted By: Minh Thai, Executive Director of Planning and Building Agency, and Michael L. Garcia, Executive Director of Community Development Agency Approved By: Kristine Ridge, City Manager City Council 21 —11 12/6/2022 RESOLUTION NO. 2022-xxx A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING DENSITY BONUS AGREEMENT NO. 2022-03 AS CONDITIONED TO ALLOW A FIFTY-ONE UNIT SINGLE-FAMILY ATTACHED TOWNHOME DEVELOPMENT FOR THE PROPERTY LOCATED AT 717 SOUTH LYON STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. Greg Ocasek, representing Warmington Residential California, Inc. (applicant), on behalf of Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust (property owner), is requesting approval of Density Bonus Agreement Application No. 2022-03 to allow the construction of a fifty-one unit attached townhome development, eight of which are proposed as onsite low-income affordable units. B. California Senate Bill 330, the Housing Crisis Act of 2019 (HCA), became effective on January 1, 2020, and established a statewide "housing emergency" until January 1, 2025. C. On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8. D. The proposed development is being submitted as a Senate Bill No. 330 (SB 330) application and in consultation with City Staff and pursuant to Appendix A of the General Plan Land Use Element, the applicant has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project. E. The Harbor Mixed Use Transit Corridor Plan (SP-2) was adopted in 2014 as a result of interest in developing mixed -use residential and commercial projects in its project area. The regulating plan, which establishes land uses and development standards, allows a variety of housing projects, including multi -family and mixed -use residential communities, as well as live/work units. The selection of the SP-2 development standards for this project is consistent with the overall character of the surrounding community. F. The California Density Bonus law allows developers to seek increases in base density for providing on -site housing units in exchange for providing City Council 21 — 12 Resolut"176V-xxx age of 12 affordable units on site. To help make constructing on -site affordable units feasible, the law allows developers to seek incentives/concessions or waivers that would help the project be built without significant burden and without detriment to public health. G. The Applicant's request has been thoroughly evaluated by the City's Development Review Committee (DRC) through Development Project No. 2021-38. Through this review, the DRC has considered the subject site, proposed development, and the applicant's requests for incentives/concessions and waivers pursuant to the State's Density Bonus Law. H. On September 26, 2022, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral and unanimously (6-0-0-1) recommended that the City Council approve Density Bonus Agreement No. 2022-03 as conditioned. As part of its actions, the Planning Commission also voted unanimously (6-0-0-1) to approve Vesting Tentative Tract Map No. 2022- 03 for condominium purposes to facilitate construction of the community as a for -sale development. On December 6, 2022, the City Council of the City of Santa Ana held a duly noticed public meeting and at that time considered all testimony, written and oral. J. The City Council hereby determines that the following findings, which must be established in order to grant this Density Bonus Agreement pursuant to SAMC Section 41-1607, have been established for Density Bonus Agreement No. 2022-03 to allow construction of the proposed project: 1. That the proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city. The proposed development will provide a fifty -one -unit single-family attached townhome development, eight of which are proposed as low-income affordable units, contributing toward the City's ownership housing stock to serve the needs of diverse and underserved populations. The area in which the project is proposed currently contains multiple low- to medium -density, multi -family residential communities. The construction of this project will contribute toward an economically balanced community by providing housing for different demographic and income levels in an area rich with employment opportunities, commercial development, and market -rate housing. City Council 21 — 13 Resolut"176q-xxx age of 12 2. That the development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element. The application is being submitted as a Senate Bill No. 330 application. As such, the proposed development site will not be required to be rezoned since it has been found to be consistent with the objective general plan standards for the property. The project site is in an area already identified in the general plan (the Land Use and Housing elements) for new residential communities, with a density of 15 dwelling units per acre (du/ac). Moreover, the City's General Plan land use designation for the project site is Medium Density Residential (MR-15), which applies to residential areas characterized by a mix of single-family and multifamily housing. Residential building types include apartments, townhomes, live - work units, and small -lot subdivisions, typically resulting in neighborhoods with a mix of low- and medium -rise buildings. Lastly, the proposed density of 22.16 du/ac is below the density bonus provisions in the California Density Bonus Law for low-income rental projects (46.25-percent density bonus) which allows 22.6 du/ac on the project site. 3. That the deviation is necessary to make it economically feasible for the Applicant to utilize a density bonus authorized for the development pursuant to section 41-1603. The proposed project requires one deviation through incentives/concessions: open space; as well as three deviations through a waiver in (1) maximum building setback; (2) fencing height; and (3) stoop frontage and minimum ground floor height requirements. The four deviations are described as follows: Open Space (Incentive/Concession) The total common open space required for the project site is equal to 15 percent of the lot, or approximately 15,028 square feet. Instead, the project provides a 6,949-square-foot of common open space (7 percent), which is a difference of 8,079 square feet or 8 percent. Providing the required open space standard would lead to the elimination of three or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs. To help alleviate the City Council 21 — 14 Resolut"1769 -xxx age of 12 open space deficiency, the project proposes an average of 213 square feet of private open space per unit, through use of private balconies/decks. This would exceed the minimum required private open space of 90 square feet per unit. Maximum Building Setback (Waiver) Pursuant to SP-2, the maximum building setback from the public right-of-way and/or easement is 8'-0". As proposed, the project is designed to exceed the maximum allowed setback, as two of the proposed buildings would be located 9'-7" and 11'-4" from a utilities easement line. The maximum setback outlined in SP-2 was originally intended for a more urban corridor of Santa Ana (Harbor Boulevard), as a means of regulating land development to achieve a specific urban form and which envisioned a more multi -modal boulevard. The proposed project is located in a suburban area of the City, with multi -family low- to medium -density developments. The existing multi -family residential developments immediately adjacent to the project site provide average front setbacks that exceed 10'-0" and extend to 20'-0". Although exceeding the maximum allowable setback, the proposed development is consistent with the existing multi -family residences. Moreover, the design is focused on the placement of the proposed buildings as a way to continue the existing character and overall neighborhood pattern along Lyon Street. Fencing Height (Waiver) For residentially zoned properties, the fencing height within the front yard setback is limited to 3'-0" in height. The development proposes a 6'-0" tall tubular fencing proposed within the front yard setback. Maintaining the fencing height limit of 3'-0" would affect the feasibility of the proposed units to be sold to prospective buyers, and would therefore affect the feasibility of the project to be constructed. The proposed fence provides security for the proposed townhouse community, which provides a sense of comfort and safety to prospective homebuyers. In addition, the fencing would be in keeping with the existing character and overall neighborhood pattern along Lyon Street, specifically the multi -family developments to the north and south of the project site. Las Fuentes multi -family community to the south has existing fencing and gates, while the Saddleback Park Villas have existing perimeter block walls. Moreover, the proposed design is further City Council 21 — 15 Resolut"176 -xxx age of 12 improved with additional small hedges and/or shrubs that will between the public right-of-way and the proposed fencing, to soften the transition of the future sidewalk. Stoop Frontage and Minimum Ground Floor Height (Waiver) The development standards in SIP-2 require a specific building frontage (e.g., forecourt, shop front, stoop, etc.) and minimum floor heights, based on a frontage type. As proposed, the project design does not provide a frontage type and the ground floor heights are proposed below the minimum required of 10'-0" to 15'-0". The ground floor height is designed at a minimum of 9'-1" Maintaining the required frontage type minimum floor heights would result in a complete site and architectural redesign, involving more of the site area dedicated the frontages designs. In order to maintain the current proposed unit count, the developer would be required to redesign the site and elevation design construct, further increasing development costs and potentially leading to a loss of residential units, and a loss of further open space. Moreover, SIP-2 was originally intended to achieve a specific urban form. The existing multi -family residential developments immediately adjacent to the project site do not provide a frontage type, nor do they maintain a minimum building floor height. Therefore, the proposed design is consistent with the existing multi- family residences. Section 2. In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). This exemption applies to projects or sites that: 1. Meet the threshold criteria set forth in section 15192; provided that with respect to the requirement in section15192(b) regarding community -level environmental review, such review must be certified or adopted within five years of the date that the lead agency deems the application for the project to be complete pursuant to Section 65943 of the Government Code. 2. Meet both of the following size criteria: A. The site of the project is not more than four acres in total area. B. The project does not include any single level building that exceeds 100,000 square feet. 3. Meet both of the following requirements regarding location: A. The project is a residential project on an infill site. B. The project is within one-half mile of a major transit stop. 4. Meet both of the following requirements regarding number of units: A. The project does not contain more than 100 residential units. City Council 21 — 16 Resolut"1769 -xxx age of 12 B. The project promotes higher density infill housing. The lead agency may establish its own criteria for determining whether the project promotes higher density infill housing except in either of the following two circumstances: 1) A project with a density of at least 20 units per acre is conclusively presumed to promote higher density infill housing. 2) A project with a density of at least 10 units per acre and a density greater than the average density of the residential properties within 1,500 feet shall be presumed to promote higher density infill housing unless the preponderance of the evidence demonstrates otherwise. 5. Meets the following requirements regarding availability of affordable housing: The project would result in housing units being made available to moderate, low, or very low income families as set forth in either A or B below: A. The project meets one of the following criteria, and the project developer provides sufficient legal commitments to the appropriate local agency to ensure the continued availability and use of the housing units as set forth below at monthly housing costs determined pursuant to paragraph (3) of subdivision (h) of Section 65589.5 of the Government Code. 1) At least 10-percent of the housing is sold to families of moderate income, or 2) Not less than 10-percent of the housing is rented to families of low income, or 3) Not less than 5-percent of the housing is rented families of very low income. B. If the project does not result in housing units being available as set forth in subdivision (A) above, then the project developer has paid or will pay in -lieu fees pursuant to a local ordinance in an amount sufficient to result in the development of an equivalent number of units that would otherwise be required pursuant to subparagraph (A). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. Lastly, the project is providing eight (8) onsite units available for sale to low-income households, which exceeds the abovementioned 10-percent requirement to be sold for moderate -income households. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. Section 3. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, referendum, and other proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought City Council 21 — 17 Resolutip xxx age of 12 against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 4. The City Council of the City of Santa Ana, after conducting the public hearing, hereby approves Density Bonus Agreement No. 2022-03 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated September 26, 2022, and exhibits attached thereto; the Request for City Council Action dated December 6, 2022, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. Section 5. This resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall attest to and certify the vote adopting this resolution. ADOPTED this day of 12022. Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By: 7-W -EM4 John M. Funk Chief Assistant City Attorney City Council 21 — 18 Resolutip xxx age of 12 /_VA �Z.11R�1P i - i'ili NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers CERTIFICATE OF ATTESTATION AND ORIGINALITY I, , Clerk of the Council, do attached Resolution No. 2022-XX to be the original Council of the City of Santa Ana on Date: hereby attest to and certify the resolution adopted by the City , 2022. Clerk of the Council City of Santa Ana City Council 21 — 19 Resolut"176vF-xxx age of 12 Conditions for Approval for Density Bonus Agreement No. 2022-03 Density Bonus Agreement No. 2022-03 are approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval: The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by this site plan review. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation of the site plan review. A. Planning Division 1. All proposed site improvements must conform to the Development Project (DP) approval of DP No. 2021-38. 2. Any amendment to the DP No. 2021-38, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the Development Project Review must be amended. 3. Walls and Fencing. a. The applicant shall construct a minimum six-foot (6') tall perimeter wall, as measured from nearest adjacent finished sidewalk, surrounding the project site. The perimeter wall shall conform to all applicable Citywide Design Guidelines, including a split -face or painted design with regularly - spaced pilasters and decorative cap. The applicant is responsible for coordination with any adjacent property owners to avoid double -walls or gaps between walls where possible. b. Climbing vines shall be planted at regularly -spaced intervals along all exposed walls and wrought -iron fencing to deter graffiti. All solid walls shall be finished with anti -graffiti coating. 4. All mechanical equipment shall be screened from view from public and courtyard areas. City Council 21 — 20 Resolut"1769 -xxx age of 12 5. Prior to submittal of a landscape application, the applicant shall be required to meet with planning staff to explore and implement ways to maximize the onsite landscaping. 6. Prior to issuance of building permits, the Applicant shall submit a construction schedule and staging plan to the Planning Division for review and approval. The plan shall include construction hours, staging areas, parking and site security/screening during project construction. 7. A final detailed amenity plan must be reviewed and approved prior to issuance of any building permits. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas as well as an installation plan. The exact specifications for these items are subject to the review and approval by the Planning Division. 8. Prior to installation of landscaping, the Applicant shall submit photos and specifications of all trees to be installed on the project site for review and approval by the Planning Division. Specifications shall include, at a minimum, the species, box size (24 inches minimum), brown trunk height (10-foot minimum), and name and location of the supplier. 9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans. 10. Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement or incorporate the form of this condition within the Project's CC&R's with the City of Santa Ana which shall be recorded against the property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: a. Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); City Council 21 — 21 Resoluti�o 9 f 12 b. Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, and/or restrictions on certain uses); c. Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; d. Ongoing maintenance, repair and upkeep of the property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); e. If Applicant and the owner of the property are different (e.g., if the Applicant is a tenant or licensee of the property or any portion thereof), both the Applicant and the owner of the property shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms. f. The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the property or any interest in any lease, sublease, license or sublicense, unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement. g. The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a City Council 21 — 22 Resoluti}�o 9 f 12 lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City. h. The execution and recordation of the maintenance agreement shall be a condition precedent to the final map being recorded. City Council 21 — 23 Resolut"PP 2Wf xx 912 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: City of Santa Ana Clerk of the Council 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, California 92702 Attention: Clerk of the Council Free Recording pursuant to Government Code 27383 DENSITY BONUS HOUSING AGREEMENT This DENSITY BONUS HOUSING AGREEMENT ("Agreement") is made and entered into this 6th day of December, 2022, by and between the City of Santa Ana, a charter city and municipal corporation of the State of California ("City"), and Warmington Residential California, Inc., a California corporation ("Developer"). City and Developer are sometimes herein referred to collectively as the "Parties" and individually as a "Party." RFCTTAT,,'; A. Orange County Electrical Joint Apprenticeship Trust is the owner of certain property located within the City of Santa Ana, County of Orange, State of California, commonly known as 717 S. Lyon Street, Santa Ana, California, and legally described as set forth in Exhibit A attached hereto and incorporated herein by this reference as if set forth in full ("Property"). B. Developer has entered into a purchase and sale agreement with the property owner, which provides that the Property will be transferred from the property owner to Developer after the approval of entitlements for the Project. C. Developer is proposing to develop a community composed of fifty-one (51) single- family attached townhome condominiums, eight (8) of which are proposed as low-income affordable units, on the Property, as more particularly set forth in Density Bonus Application No. 2022-03 ("Project"). Without the density bonuses, Developer would only be permitted to build thirty-five (35) units on the Property. D. Santa Ana Municipal Code sections 41-1600, et seq. ("City Density Bonus for Affordable Housing"), and California Government Code sections 65915, et seq. ("State Density Bonus Law"), set forth a process to provide increased residential densities to property owners who guarantee that a portion of their residential development will be available to low income, very low- income, or senior (also known as "qualified") households. These regulations are intended to materially assist the housing industry in providing adequate and affordable housing for all economic segments of the community and to provide a balance of housing opportunities for very low-income, low income and senior households throughout the city. City Council 21 — 24 12/6/2022 E. The Project is proposing a total number of fifty-one (51) condominiums that will be single-family attached townhomes, eight (8) of which are proposed as low-income affordable units. The Project will provide 105 onsite parking spaces or 2.1 spaces per unit. No parking concession is requested or provided. All condominiums are planned to be sold; none will be operated by Developer as rental properties. F. The Project complies with the affordable housing requirements set forth in the State Density Bonus Law, City Density Bonus for Affordable Housing, and the City's Affordable Housing Opportunity and Creation Ordinance. For purposes of this Agreement, the Project shall be the "housing development" as defined in the State Density Bonus Law. G. In light of the purpose of the State Density Bonus Law and City Density Bonus for Affordable Housing, and the express provisions of Government Code Section 65915(d)(2)(A), the City has determined to grant Developer's application for one concession and three waivers. H. This Agreement, and the exhibits attached hereto and incorporated herein by reference, is intended to set forth the terms and conditions for the implementation of the Project's requirement to provide affordable housing units in exchange for receiving the Density Bonus Units and additional concessions and waivers set forth herein. NOW, THEREFORE, in consideration of the above recitals, which are incorporated herein by this reference, and of the mutual covenants contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. DEFINITIONS AND EXHIBITS 1.1 Definitions. In addition to the terms that may be defined elsewhere in this Agreement, the following terms when used in this Agreement shall be defined as follows: 1.1.1 "Affordability Restrictions" means, pursuant to California Government Code Section 65915(c)(2)(A)(ii)(III), restrictions on the sale and conveyance of the Property that ensure that the Property will be preserved for lower income housing for at least 55 years for owner - occupied housing units and will be sold or resold only to persons or families of very low, low, or moderate income, as defined in Section 50052.5 of the California Health and Safety Code. 1.1.2 "Affordable Units" means eight (8) units, which shall be comprised of one (1) two -bedroom unit, one (1) three -bedroom unit, four (4) three -bedroom plus den units, and two (2) three bedroom plus den (optional 4th bedroom) units for Low -Income Households. Any change to the number or distribution of Affordable Units is subject to City Manager approval. 1.1.3 "Agreement" means this Density Bonus Housing Agreement. 1.1.4 "Base Units" means the thirty-five (35) Units that Developer would be authorized to develop on the Property without application of the State Density Bonus Law. 1.1.5 "City" means the City of Santa Ana, California City Council 21 — 25 12/6/2022 1.1.6 "City Council" means the City Council of the City of Santa Ana. 1.1.7 "City Attorney" means the City Attorney for the City of Santa Ana. 1.1.8 "City Manager" means the City Manager for the City of Santa Ana. 1.1.9 "City's Planning Commission" means the Planning Commission for the City of Santa Ana. 1.1.10 "Density Bonus Housing Agreement Term" means the period during which this Agreement shall be in full force and effect, as provided for in Section 6 below. 1.1.11 "Density Bonus Units" means the sixteen (16) Units in addition to the Base Units that Developer shall develop pursuant to the density allowance in the State Density Bonus Law and the terms and conditions of this Agreement, of which Developer would not be entitled to develop without providing the Affordable Units. 1.1.12 "Developer" means Warmington Residential California, Inc., a California corporation, and its permitted successors and assigns to all or any part of the Property, Project or this Agreement. 1.1.13 "Effective Date" means the date the City Council of City approves this Agreement and from then on this Agreement shall be in full force and effect. 1.1.14 "Eligible Household" means a Household whose income does not exceed the "Low -Income" qualifying limit as defined herein. 1.1.15 "Household" means all persons residing in a Unit. 1.1.16 "Low -Income" means persons and families whose income does not exceed the limits provided in California Health and Safety Code Section 50052.5. 1.1.17 "Project" means that certain residential development as more particularly described in Recital C and Section 2 of this Agreement. 1.1.18 "Property" means that certain real property more particularly described in the legal description in Exhibit A and improvements thereon. 1.1.19 "State Density Bonus Law" means Government Code sections 65915, et seq., as they exist on the Effective Date. 1.1.20 "Unit" means a residential dwelling unit within the Project to be constructed by Developer pursuant to this Agreement. City Council 21 — 26 12/6/2022 1.1.21 "Unrestricted Units" means the Units within the Project to be constructed or caused to be constructed by Developer to a Household without restriction. 1.2 Exhibits. The following documents are attached to, and by this reference incorporated into, this Agreement: 1.2.1 Exhibit A — Legal Description of the Property 1.2.2 Exhibit B — Income Verification Form 1.2.3 Exhibit C — Notice of Affordability Restrictions on Transfer of Property 2. DEVELOPMENT OF THE PROPERTY 2.1 Project. Developer shall develop or cause the development of the Property as fifty- one (51) single-family attached townhomes, eight (8) of which are proposed as Low -Income Affordable Units. All of the townhomes are planned to be condominiums that will be offered for sale. 2.2 Density Bonus. The Project shall have fifty-one (51) Units, to be sold, used, occupied, operated, and maintained pursuant to the terms and conditions of this Agreement. Developer agrees to provide eight (8) Affordable Units to Low -Income Households, which equals 23%, after rounding up, of the thirty-five (35) Base Units allowed for the Project. Accordingly, Developer pursued its density bonus pursuant to Government Code section 65915(b)(1)(A), which requires 10% of the total units of a housing development for rental or sale to lower income households. Pursuant to Government Code section 65915(f)(1), Developer's 23% in Low -Income Affordable Units provides a 46.25% density bonus. Developer understands and agrees that Developer is utilizing a 46.25% density bonus increase provided by the State Density Bonus Law (35 Base Units x 46.25% = 16 State Density Bonus Units) for a total of 51 units. Developer shall not construct or develop, or otherwise claim a right to construct or develop, more than sixteen(16) State Density Bonus Units on the Property. 2.3 Development Concessions, Incentives, and Waivers. As set forth in the City entitlements, Developer petitioned for and is hereby granted the following concessions, incentives, and waivers as part of the approval of Density Bonus Application No. 2022-03 for the Project: 2.3.1 The open space requirements for this Project shall be reduced in accordance with Government Code Section 65915(d)(2)(A), which allows one (1) incentive or concession for projects that include at least 10% of the total units for lower income households, such that the minimum required common open space shall be seven -percent (7%) of the Property lot size. 2.3.2 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed building setbacks exceed the maximum allowed (8'-0" setback) and shall be between 9'-0" and 13'-059 . City Council 21 — 27 12/6/2022 2.3.3 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed fencing height within the front yard setback shall exceed the maximum allowed (3'-0"), and shall be a maximum of 6'-0" in height within the front yard setback. 2.3.4 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the Project shall provide no frontage type and the minimum ground floor height shall be below the minimum required (between 10'-0" and 15'-0") and shall be no less than 9'-0" 2.4 No Further Concessions or Incentives. Developer acknowledges and agrees that the concessions, incentives, and waivers set forth in section 2.3 above fully satisfies any duty City may have under the City Density Bonus for Affordable Housing, the Density Bonus Law, or any other law or regulation to provide any density bonus incentive or to waive any building, zoning, or other requirement in connection with a density bonus. By this Agreement, Developer releases any and all claims Developer may have against City in any way relating to or arising from City's obligation to waive requirements of or provide development incentives pursuant to the City Density Bonus for Affordable Housing and the Density Bonus Law applicable to the Project. 2.5 Unrestricted Units. The Project, for purposes of this Agreement, may have no more than forty-three (43) Unrestricted Units (i.e. — non -Affordable Units). 2.6 Affordable Units. The Project, for purposes of this Agreement, shall have no less than fifty-one (51) single-family attached townhomes, eight (8) of which are designated as Low - Income Affordable Units pursuant to the terms and conditions of this Agreement. The Affordable Units shall be consistent with all City approvals, and shall be located throughout the Project. 2.7 Minimum Development Standards for Affordable Units. The Affordable Units shall be constructed in accordance with all applicable City approvals. 2.8 Permits and Processing Compliance with Laws. Developer, at its sole cost and expense, or as otherwise set forth in a separate written agreement, shall secure or cause to be secured any and all permits that may be required for development of the Project by City or any other federal, state, or local governmental entity with jurisdiction over the Property or Project. Upon securing any and all required permits, and all necessary financing and property interests, Developer shall carry out and perform the development of the Project or cause the performance of the development of the Project, in conformity with all applicable federal, state, and local laws and regulations, and all conditions of approval issued by the City Council and City's Planning Commission for the Project. Any changes to the Project shall be reviewed by the City to determine compliance with this Agreement. If any changes to the Project shall materially alter the ability of Developer to comply with any terms of this Agreement in City's sole determination, then City and Developer shall meet and confer to address amendments and revisions to this Agreement as necessary. 2.9 Relocation Prior to Development of Project. If relocation is required prior to the completion of development of the Project, Developer shall have the sole and exclusive City Council 21 — 28 12/6/2022 responsibility for providing relocation assistance and paying all relocation costs as may be required to comply with applicable federal and state laws and regulations. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party for relocation assistance, benefits and costs prior to the completion of the development of the Project. 2.10 Local Sourcing Plan. Developer agrees to make a good faith effort to encourage contractors and suppliers to hire and procure locally, to the extent that it is cost effective and does not delay the overall project development schedule. Prior to issuance of a building permit, Developer shall develop and submit or cause the development and submittal to the Community Development Agency (the "CDA") a local sourcing plan for the Project targeting, to the extent commercially reasonable, the hiring of qualified workers, construction contractors, or the purchasing of goods locally within the City of Santa Ana. The plan must be reviewed and approved by the CDA which if not granted or denied within five (5) business days, shall be deemed approved (with such approval not to be unreasonably withheld, conditioned or delayed) and be implemented for the construction of the project prior to issuance of a building permit. 2.11 Mechanic's Liens; Indemnification. Developer shall take all actions reasonably necessary to remove any future mechanic's liens or other similar liens (including design professional liens) against the Property or Project, or any part thereof, by reason of work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of Developer. Prior to the recording of this Agreement (or memorandum thereof) pursuant to Section 4.1 below, Developer shall provide evidence from the Title Company of any new recordings against the Property or Project. City hereby reserves all rights to post notices of non -responsibility and any other notices as may be appropriate upon a filing of a mechanic's lien. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld - and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party by reason of a mechanic's lien or work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of, Developer. 3. AFFORDABILITY 3.1 Total Affordabili . Term. Pursuant to Santa Ana Municipal Code Section 41- 1906(e)(1), each Affordable Unit shall be restricted to use and occupancy by an Eligible Household for a total period of no less than fifty-five (55) years ("Total Affordability Term"). The Total Affordability Term for an Affordable Unit shall commence on the date that the building in which the Affordable Unit is located receives all required occupancy permits from the City. City Council 21 — 29 12/6/2022 3.2 Memorializing Commencement of Total Affordability. The commencement date for each Affordable Unit is the date that a deed is recorded conveying the Affordable Unit from Developer to a member of the homebuying public. Developer shall deliver a copy of each grant deed to the City so that the City has a record of the commencement date for each Affordable Unit. 3.3 Levels of Affordabili 3.3.1 Low Income Households. Developer covenants that no less than eight (8) Affordable Units in the Project during the Density Bonus Housing Agreement Term will be built and initially sold or conveyed to, or preserved for Low -Income Households. 4. OWNERSHIP AND OPERATION OF THE PROJECT BY OWNER 4.1 Payment of Density Bonus Setup Fee. Prior to the Effective Date, Developer delivered payment to City of the required density bonus setup fee in the amount of one -eighth (1/8th) of one percent (1%) of the total estimated construction budget for the Project. 4.2 Recording of Documents. No later than issuance of building permits for the Project, Developer and the City shall record or cause to be recorded in the Official Records for Orange County, California, an executed original of this Agreement. City shall cooperate with Developer in promptly executing in recordable form this Agreement. The date of recording of the Agreement shall be the Effective Date of the Agreement ("Effective Date"). Upon the date of recording, the terms and conditions of this Agreement shall be binding upon and run with the Property and the Project. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Property, the Project, and the Affordable Units to ensure compliance with the State Density Bonus Law and City Density Bonus Law. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Affordable Units to ensure the continued supply of Affordable Units in the Project, except as expressly set forth in this Agreement. 4.3 Sale of Units. Upon the completion of construction of each Affordable Unit in the Project and receipt by Developer of all required permits for the occupancy of the Units, Developer shall sell or convey each Affordable Unit for the Total Affordability Term for such Affordable Unit in accordance with the terms and conditions set forth in this Agreement, which provide among other terms and conditions for the sale or resale of each Affordable Unit to an Eligible Household for the Total Affordability Term. 4.4 Location of Affordable Units. During the Density Bonus Housing Agreement Term, the Affordable Units shall be dispersed throughout the Project as provided in the approved Inclusionary Housing Plan Application dated April 27, 2022. 4.5 Use of the Property. All uses conducted on the Property by Developer, including, without limitation, all activities undertaken by the Developer pursuant to this Agreement, shall conform to all applicable provisions of the Santa Ana Municipal Code and other applicable federal, state, and local laws, rules, and regulations. The Project shall at all times during the term of this City Council 21 — 30 12/6/2022 Agreement be used as a townhome complex. All of the community facilities and any social programs provided to the Project's residents shall be available on an equal, nondiscriminatory basis to residents of all Units at the Project. 4.6 Maintenance. Developer shall, at all times during the term of this Agreement, cause the portion of the Property and the Project that Developer owns to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable. Developer shall, prior to the first close of escrow for sale of any Unit, form a homeowners association that will, at all times during the term of this Agreement, cause the Project to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable. City, and any of its employees, agents, contractors or designees shall have the right to enter upon the Property at reasonable times following not less than -forty-eight (48) hours' prior written notice and in a reasonable manner to inspect the Project. If at any time the Project or the Property is not maintained in accordance with this Agreement and such condition is not corrected within seven (7) days after written notice from City with respect to debris and waste material, or within thirty (30) days after written notice from City with respect to general maintenance, landscaping and building improvements, unless corrections are initiated and City has agreed to a reasonable amount of time to complete corrections, then City, in addition to whatever remedy it may have at law or at equity, shall have the right to enter upon the applicable portion of the Project or the Property and perform all acts and work necessary to protect, maintain, and preserve the Project and the Property, and to attach a lien upon the Property, or to assess the Property, in the amount of the expenditures arising from such acts and work of protection, maintenance, and preservation by City and/or costs of such cure, including a reasonable administrative charge, which amount shall be promptly paid to City upon demand. Notwithstanding the foregoing, City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded. 4.6.1 Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency (the "PBA"), the CDA, the Public Works Agency (the "PWA"), and the City Attorney to ensure that the Property and all common area improvements located thereupon are properly maintained, Developer shall execute a maintenance agreement with the City of Santa Ana, prior to occupancy which shall be recorded against the Property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: (a) Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); (b) Compliance with ongoing operational conditions, requirement and restrictions as applicable, the proper storage and disposal of trash and debris, and/or restrictions on certain uses; (c) Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; City Council 21 — 31 12/6/2022 (d) Ongoing maintenance, repair and upkeep of the Property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the Property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); (e) If Developer and the owner of the Property are different (e.g., if the applicant is a tenant or licensee of the Property or any portion thereof), or if a homeowners association has been created, both the applicant and the owner of the Property, or homeowners association, as applicable, shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms; (f) The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the Property or any interest in any lease, sublease, license or sublicense, except as set forth herein or unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement; (g) The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the Property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the Property in an amount equivalent to the actual costs and/or expense incurred by the City (provided, however, that City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded); and, (h) The execution and recordation of the maintenance agreement shall be a condition precedent to the issuance of the Certification of Occupancy. 4.7 Management Plan. Prior to Certificate of Occupancy, Developer shall submit for the reasonable approval of City a "Management Plan" which sets forth in detail the property management duties, a purchaser selection process in accordance with this Agreement, a security system (comprised of security cameras with audio voice down capability) and crime prevention program, the rules and regulations for the Property and manner of enforcement, an operating budget, the identity and emergency contact information of the professional property management company to be contracted with to provide onsite property management services at the Property ("Property Manager"), and other matters relevant to the management of the Property. The Management Plan shall require Developer to adhere to a fair sale and grievance procedure. The 91 City Council 21 — 32 12/6/2022 management of the Property shall be in compliance with the Management Plan as approved by City. If City determines that the performance of the Property Manager is deficient based upon the standards set forth in the approved Management Plan and in this Agreement, City shall provide written notice to the Developer and/or homeowners association, as applicable, of such deficiencies and the Developer and/or homeowners association, as applicable, shall use commercially reasonable efforts to correct such deficiencies. In the event that such deficiencies have not been cured within thirty (30) days, or, if cure is not reasonably possible within 30 days, then unless actions to commence a cure are taken within 30 days and continued thereafter with diligence, City shall have the right to require the Developer and/or homeowners association, as applicable, to immediately remove and replace the Property Manager with another property manager or property management company which is reasonably acceptable to the City Manager, which is not related to or affiliated with Developer, and which has not less than five (5) years' experience in property management, including significant experience managing housing facilities of the size, quality and scope of the Project. The Developer and/or homeowners association, as applicable, shall give City notice of the proposed replacement Property Manager. Such proposed replacement Property Manager shall be subject to the City's approval (with such approval not to be unreasonably withheld, conditioned or delayed). 4.8 Reserved. 4.9 Selection of Purchasers. 4.9.1 Developer shall review the selection of purchasers for the Affordable Units in compliance with lawful and reasonable criteria and the requirements of this Agreement. Each Affordable Unit shall be sold to Eligible Households. 4.9.2 Local preference for Santa Ana residents and workers in purchase selection for the Affordable Units shall be a requirement of the Project. Subject to applicable laws and regulations governing nondiscrimination and preferences in housing occupancy required by the State of California, the Developer shall give preference or cause for the preference in selling the Affordable Units to households that live and/or work in the City of Santa Ana. 4.9.3 Prior to the sale of an Affordable Unit, Developer shall require the purchaser or cause for the purchaser to be required to complete an Income Verification Form (in substantially the form attached hereto as Exhibit B) certifying that the purchaser buying the Affordable Unit is an Eligible Household and otherwise meet(s) the eligibility requirements established for the Affordable Unit. Developer shall verify the income of the purchaser as set forth herein. Developer and City shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchaser unless Developer or City has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation. 4.10 Income Verification and Certification. City Council 21 — 33 12/6/2022 Developer shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchasers unless Developer has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation. Developer shall make reasonable efforts to verify or cause to be verified that the income and asset statement provided by an applicant in an income certification is accurate by taking, at a minimum, at least one of the following steps as a part of the verification process: (1) obtain three months consecutive pay stubs for the most recent pay period, (2) obtain an income tax return for the most recent tax year, (3) obtain an income verification form from the purchasers current employer, (4) obtain an income verification form from the Social Security Administration and/or the California Department of Social Services if the applicant receives assistance from either of such agencies, or (5) if the applicant is unemployed and has no such tax return, obtain another form of independent verification. 4.10.1 Gross Household Income. Gross household income means all income from whatever source from all adult Household members, which is anticipated to be received during the 12-month period following the date of the determination of Gross Household Income. The applicable sources of income are defined in California Code of Regulations Title 25 Housing and Community Development Section 6914. 4.11 Reserved. 4.12 Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of each Affordable Unit during the Total Affordability Term, the City, transferor, and the transferee, shall execute and deposit into escrow, to be recorded before or on closing, against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit Q. The sale or transfer of the Property, shall not be effective unless and until the City, transferor, and the transferee, execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee. 4.13 Reserved. 4.14 Alternative Transportation and Energy Source, Resource Conservation, and LEED Certification. While not a condition of the Project's Density Bonus, in recognition of the City's desire to optimize the energy efficiency of the Project, Developer agrees to consult with the project design team, a CABEC certified 2016 Certified Energy Analyst, a LEED AP Homes (low-rise and mid -rise), LEED AP BD+C (high rise), National Green Building Standard (NGBS) Green Verifier, or GreenPoint Rater (one person may meet both of these latter qualifications) early in the Project design process to evaluate a building energy model analysis and identify and consider energy efficiency or generation measures. Prior to the meeting, the energy analyst shall complete an initial energy model based on either current T24 standards or, if the Project is eligible, the California Utility Allowance Calculator using best available information on the Project. To the extent financially feasible for the Project, Developer agrees to incorporate and optimize energy efficient building materials, methods, and amenities. 4.15 Reserved. City Council 21 — 34 12/6/2022 4.16 Emergency Evacuation Plan. Developer shall submit and obtain approval of an Emergency Evacuation Plan (the EEP) from City Police and Fire Protection agencies prior to issuance of a Certificate of Occupancy. The approved EEP shall be kept onsite and also be submitted to the following City agencies: (a) Police Department (b) Fire Department (c) Planning and Building Agency 4.17 Reserved. 4.18 Onsite Parking Management Plan. Developer has agreed to provide one -hundred - and -five (105) onsite parking stalls for residents and visitors of the Project and to obligate the homeowners association to actively monitor the parking demand of the Project site. Developer and/or the homeowners association, as applicable, shall be obligated to continually monitor and take commercially reasonable measures to manage the parking demand of the Project site - to mitigate the use of offsite parking spaces on private or public properties and/or right-of-way. Prior to issuance of the Certificate of Occupancy or finalizing of building permits, Developer shall submit and obtain approval from the Planning and Building Agency of a Parking Management Plan (the "PMP") as per conditions of approval in Vesting Tentative Tract Map No. 2022-03 to address the parking demands of the Project. The approved PMP shall be adhered to and be enforced by the Project at all times. 4.19 Marketinfz and Resident Selection Plan. Each Affordable Unit shall be sold to Eligible Households selected by Developer who meet all of the requirements provided herein. Prior to Certificate of Occupancy, Developer shall prepare and obtain City's approval of a marketing program and purchaser selection plan for the sale of the Affordable Units at the Project ("Marketing Program"). The sale of the Affordable Units shall thereafter be marketed in accordance with the Marketing Program as the same may be amended from time to time with City's prior written approval. Upon request, Developer shall provide City with periodic reports with respect to the sale of the Affordable Units. 4.19.1 The Marketing Program shall include, but is not limited to, marketing and community outreach activities, proposed purchaser selection criteria, income requirements, timeline and details for outreach and marketing. All requirements set forth herein shall be incorporated in the Marketing Program. 5. RESERVED 6. TERM OF THIS AGREEMENT The term of this Agreement ("Density Bonus Housing Agreement Term") shall commence on the Effective Date and shall continue until the date that is fifty-five (55) years after the City issues the last certificate of occupancy for the building in which the Affordable Units are located, pursuant to Santa Ana Municipal Code Section 41-1906(e)(1). 7. DEFAULT AND TERMINATION; INDEMNIFICATION City Council 21 — 35 12/6/2022 7.1 Default. Failure or delay by any Party to perform any term or provision of this Agreement, which is not cured within thirty (30) days after receipt of notice from the other Party specifying the default (or such other period specifically provided herein), constitutes a default under this Agreement; provided, however, if such default is of the nature reasonably requiring more than thirty (30) days to cure, the defaulting Parry shall avoid default hereunder by commencing to cure within such thirty (30) day period, and thereafter diligently pursuing such cure to completion. Except as required to protect against further damages, the injured Party may not institute proceedings against the Party in default until the time for cure has expired. Failure or delay in giving such notice shall not constitute a waiver of any default, nor shall it change the time of default. 7.2 Rights and Remedies Cumulative. The rights and remedies of the Parties are cumulative, and the exercise by either Party of one or more of its rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party. Notwithstanding anything to the contrary contained in this Agreement, in no event shall either Party be liable for speculative, consequential, punitive or other indirect damages, and each Party waives any right to collect speculative, consequential, punitive or other indirect damages against the other Party. 7.3 Indemnification. In addition to any other indemnity specifically provided in this Agreement, Developer agrees to defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld, conditioned or delayed and which may be joint defense counsel upon City's and Developer's consent) indemnify and hold harmless City and its respective officers, officials, agents, employees, representatives, and volunteers (collectively, "Indemnitees") from and against any loss, liability, claim, or judgment arising from any act or omission of Developer in connection with its obligations under this Agreement, except to the extent caused by the negligence or willful misconduct of any of the Indemnitees. 8. ASSIGNMENT; COVENANTS RUN WITH THE LAND 8.1 Assignment by Developer. 8.1.1 Prohibited Transfers or Assignments. Except as authorized in this Section or Sections 8.1.2 or 8.1.3 below, Developer shall not sell, transfer, or assign the Property or Project in whole or in part, or transfer or assign Developer's rights and obligations in this Agreement, in whole or in part, without City's prior written approval, which shall not be unreasonably withheld, conditioned or delayed ("Permitted Transfer"); provided, however, Developer shall have the right without City's prior written approval to transfer or assign the Property, Project and/or Developer's rights and obligations in this Agreement to any entity that is controlled by, or is under common control with, Developer or Developer's managing general partner, and Developer shall thereafter be released from any future obligations under this Agreement. In connection with Permitted Transfer, Developer shall: (i) notify City in writing of the sale, transfer, or assignment of all or any portion of the Property, and (ii) deliver to City an assignment and assumption agreement (or other agreement) in a form approved by City in its reasonable discretion and executed by Developer and its transferee/assignee pursuant to which Developer's transferee/assignee assumes all of City Council 21 — 36 12/6/2022 Developer's covenants and obligations set forth herein with respect to the Property or the portion thereof so transferred. Any request for transfer or assignment of the Agreement by Developer shall require the payment of fees or a deposit to pay for the City's actual, documented expenses to review the request. Upon the delivery of the assignment and assumption agreement as provided for above for a Permitted Transfer, or in the event of a sale of the Property/Project as provided for in this Section 8.1.1, Developer shall be released from any future obligations under this Agreement. 8.1.2 Sale of Property. Developer agrees and declares that the Property and the Project shall be sold, used, occupied, operated, and approved subject to all obligations set forth or incorporated in this Agreement, all of which are for the purpose of enhancing and protecting the value and attractiveness of the Property and the Project. All of the obligations set forth or incorporated in this Agreement shall constitute covenants which run with the land and shall be binding on Developer and its successors and assigns, and all parties having or acquiring any right, title or interest in, or to any part of the Property or Project. Developer further understands and agrees that the Density Bonus permit approvals received for this Project have been made on the condition that Developer and all subsequent owners, or other successors and assigns of the Property and/or Project purchase the Affordable Units in accordance with the terms and conditions stipulated in Sections 4, 5 and 6 of this Agreement for a term of fifty-five (55) consecutive years commencing upon the commencement date described in Section 3.2 above. 8.1.3 Sale of Condominiums; Transfer to Homeowners Association. Developer shall have the right to sell each of the Affordable Units to a qualified household in accordance with this Agreement and the procedures listed in Exhibit C, the Notice of Affordability Restrictions, subject to the City's confirmation of the qualified household. Without the City's prior written approval, Developer shall have the right to sell each of the Unrestricted Units to a member of the homebuying public. Without the City's prior written approval, Developer shall have the right to convey all or a part of the common area of the Project to the homeowners association formed to manage the Project, subject to the City's approval of any CC&R's for the Project. 8.1.4 Subsequent Assignment. As used in this Agreement, the term "Developer" shall be deemed to include any such transferee or assignee after the date such sale, transfer, or assignment occurs in compliance with this Agreement. 8.1.5 Unpermitted Assignments Void. Any sale, transfer, or assignment made in violation of this Agreement shall be null and void, and City shall have the right to pursue any right or remedy at law or in equity to enforce the provisions of the restriction against unpermitted sales, transfers, or assignments. 8.2 Covenants Run with the Land. The Property shall be used, occupied and improved subject to the covenants, conditions, and restrictions set forth herein. The covenants, conditions, restrictions, reservations, equitable servitudes, liens and charges set forth in this Agreement shall run with the Property and shall be binding upon Developer and all persons having any right, title or interest in the Property, or any part thereof, their heirs, and successive owners and assigns, shall inure to the benefit of City and its successors and assigns, and may be enforced by City and its successors and assigns. The covenants established in this Agreement shall, without regard to City Council 21 — 37 12/6/2022 technical classification and designation, be binding for the benefit and in favor of City and its successors and assigns, and the parties hereto expressly agree that this Agreement and the covenants herein shall run in favor of City. Furthermore, all of the covenants, conditions, and restrictions contained herein shall also constitute easements in gross running in favor of City. City is deemed the beneficiary of the terms and provisions of this Agreement and of the covenants running with the land, for and in its own right and for the purposes of protecting the interests of the community and other parties, public or private, in whose favor and for whose benefit this Agreement and the covenants running with the land have been provided. Developer hereby declares its understanding and intent that the burden of the covenants set forth herein touch and concern the land and that the Developer's interest in the Property is rendered less valuable thereby. Developer hereby further declares its understanding and intent that the benefit of such covenants touch and concern the land by enhancing and increasing the enjoyment and use of the Property by the citizens of City and by furthering the health, safety, and welfare of the residents of City. 9. MISCELLANEOUS 9.1 Entire Agreement. This Agreement and all of its exhibits and attachments set forth and contain the entire understanding and agreement of the parties with respect to the density bonus incentive and concession provided to the Project, and there are no oral or written representations, understandings or ancillary covenants, undertakings or agreements which are not contained or expressly referred to herein. No testimony or evidence of any such representations, understandings or covenants shall be admissible in any proceeding of any kind or nature to interpret or determine the terms or conditions of this Agreement. 9.2 Amendment. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance approved by the City Council, or through the City Manager as detailed herein, and signed on behalf of each Party. The City Manager shall have the authority to make approvals, issue interpretations, execute documents, waive provisions, and/or enter into amendments of this Agreement on behalf of City, including but not limited to amendments to this Agreement for consistency with other Project agreements. Any requested alteration, change or modification of the Agreement by Developer shall require the payment of fees or deposit by Developer to City, as applicable, to pay for City's actual, documented expenses to review the request. Each alteration, change, or modification to this Agreement shall be recorded against the Property in the Official Records of Orange County, California. 9.3 Notices. 9.3.1 Delivery. As used in this Agreement, "notice" includes, but is not limited to, the communication of notice, request, demand, approval, statement, report, acceptance, consent, waiver, appointment or other communication required or permitted hereunder. All notices shall be in writing and shall be considered given either: (i) when delivered in person to the recipient named below; or (ii) on the date of delivery shown on the return receipt, after deposit in the United States mail in a sealed envelope as either registered or certified mail with return receipt requested, and postage and postal charges prepaid, and addressed to the recipient named below; or (iii) two (2) days after deposit in the United States mail in a sealed envelope, first class mail and postage City Council 21 — 38 12/6/2022 prepaid, and addressed to the recipient named below; or (iv) one (1) day after deposit with a known and reliable next -day document delivery service (such as Federal Express), charges prepaid and delivery scheduled next -day to the recipient named below, provided that the sending party receives a confirmation of delivery from the delivery service provider. All notices shall be addressed as follows: If to City: City of Santa Ana Community Development Agency 20 Civic Center Plaza (M-26) P.O. Box 1988 Santa Ana, California 92702 Attention: Housing Manager With a copy to: Office of the City Attorney City of Santa Ana 20 Civic Center Plaza, 7th Floor (M-29) Santa Ana, California 92702 If to Developer: Warmington Residential California, Inc. 3090 Pullman Street Costa Mesa, California 92626 9.3.2 Change of Address. Either Party may, by notice given at any time, require subsequent notices to be given to another person or entity, whether a party or an officer or representative of a Party, or to a different address, or both. Notices given before actual receipt of notice of change shall not be invalidated by the change. 9.4 Severability. If any term, provision, covenant or condition of this Agreement shall be determined invalid, void or unenforceable, the remainder of this Agreement shall not be affected thereby to the extent such remaining provisions are not rendered impractical to perform, taking into consideration the purposes of this Agreement. 9.5 Interpretation and Governing Law. This Agreement and any dispute hereunder shall be governed and interpreted in accordance with the laws of the State of California without regard to conflict of law principles. This Agreement shall be construed as a whole according to its fair language and common meaning to achieve the objectives and purposes of the Parties hereto, and the rule of construction to the effect that ambiguities are to be resolved against the drafting Party shall not be employed in interpreting this Agreement, all Parties having been represented by counsel in the negotiation and preparation hereof. 9.6 Section Headings. All section headings and subheadings are inserted for convenience only and shall not affect any construction or interpretation of this Agreement. City Council 21 — 39 12/6/2022 9.7 Singular and Plural. As used herein, the singular of any word includes the plural, and vice versa, as context so dictates. Masculine, feminine, and neuter forms of any word include the other as context so dictates. 9.8 Joint and Several Obligations. If at any time during the term of this Agreement the Property and/or Project is owned, in whole or in part, by more than one Developer, all obligations of such Developer under this Agreement shall be joint and several, and the default of any such Developer shall be the default of all such Developers. 9.9 Time of Essence. Time is of the essence in the performance of the provisions of this Agreement as to which time is an element. 9.10 Computation of Days. Unless otherwise specified in this Agreement or any Exhibit attached hereto, use of the term "days" shall mean calendar days. For purposes of this Agreement and all Exhibits attached hereto, "business days" shall mean every day of the week except Saturdays, Sundays, official State holidays as recognized in Government Code Section 19853(a) or successor statute, and any days in which Santa Ana City Hall is closed for business. 9.11 Waiver. Failure by a Party to insist upon the strict performance of any of the provisions of this Agreement by the other Party, or the failure by a Party to exercise its rights upon the default of the other Party, shall not constitute a waiver of such Party's right to insist and demand strict compliance by the other Party with the terms of this Agreement thereafter. 9.12 Non -Discrimination. In performing its obligations under this Agreement, Developer shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other related activities. Developer affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 9.13 Third Party Beneficiaries. No person or entity, other than City and Developer shall have any right of action based upon any provision of this Agreement. 9.14 Force Majeure. Neither Party shall be deemed to be in default where failure or delay in performance of any of its obligations under this Agreement is caused by floods, earthquakes, other Acts of God, fires, epidemics or pandemics as declared by federal, state, or local emergency resolution, wars, riots or similar hostilities, strikes and other labor difficulties beyond the Party's control (including the Party's employment force), court actions (such as restraining orders or injunctions), or other causes reasonably beyond the Party's control, including delays by any governmental entity (although the City may not benefit from this provision for a delay that results from City's failure to perform its obligations under this Agreement), or an insurance company of either party. If any such events shall occur, the term of this Agreement and the time for performance by either Party of any of its obligations hereunder may be extended by the written agreement of the Parties for the period of time that such events prevented such performance. City Council 21 — 40 12/6/2022 9.15 Mutual Covenants. The covenants contained herein are mutual covenants and also constitute conditions to the concurrent or subsequent performance by the Party benefited thereby of the covenants to be performed hereunder by such benefited Party. 9.16 Successors in Interest. The burdens of this Agreement shall be binding upon, and the benefits of this Agreement shall inure to, all permitted successors in interest to the Parties to this Agreement. All provisions of this Agreement shall be enforceable as equitable servitudes and constitute covenants running with the land. Each covenant to do or refrain from doing some act hereunder with regard to development of the Property: (a) is for the benefit of and is a burden upon every portion of the Property; (b) runs with the Property and each portion thereof, and (c) is binding upon each Party and each successor in interest approved pursuant to this Agreement during ownership of the Property or any portion thereof. 9.17 Counterparts. This Agreement may be executed by the Parties in counterparts, which counterparts shall be construed together and have the same effect as if all of the Parties had executed the same instrument. 9.18 Jurisdiction and Venue. Any action at law or in equity under this Agreement or brought by a Party hereto for the purpose of enforcing, construing or determining the validity of any provision of this Agreement shall be filed and tried in the Superior Court of the County of Orange, State of California, and the Parties hereto waive all provisions of law providing for the filing, removal or change of venue to any other court. 9.19 Project as a Private Undertaking. It is specifically understood and agreed by and between the Parties hereto that the development of the Project is a private development, that neither Party is acting as the agent of the other in any respect hereunder, and that each Party is an independent contracting entity with respect to the terms, covenants and conditions contained in this Agreement. No partnership, joint venture or other association of any kind is formed by this Agreement. The only relationship between City and Developer is that of a government entity regulating the development of private property and the developer of such property. 9.20 Further Actions and Instruments. Each of the Parties shall cooperate with and provide reasonable assistance to the other to the extent contemplated hereunder in the performance of all obligations under this Agreement and the satisfaction of the conditions of this Agreement. Upon the request of either Party at any time, the other Party shall promptly execute, with acknowledgment or affidavit if reasonably required, and file or record such required instruments and writings and take any actions as may be reasonably necessary under the terms of this Agreement to carry out the intent and to fulfill the provisions of this Agreement or to evidence or consummate the transactions contemplated by this Agreement. City hereby authorizes City Manager to take such other actions and negotiate and execute any additional agreements as may be necessary or proper to fulfill the City's obligations under this Agreement. The City Manager may delegate her or his powers and duties under this Agreement to an authorized management level employee of the City. 9.21 Estoppel Certificate. Within ten (10) business days following a written request by any of the Parties, the other Party shall execute and deliver to the requesting Party a statement City Council 21 — 41 12/6/2022 certifying that (i) either this Agreement is unmodified and in full force and effect or there have been specified (date and nature) modifications to the Agreement, but it remains in full force and effect as modified; and (ii) either there are no known current uncured defaults under this Agreement or that the responding Party alleges that specified (date and nature) defaults exist. The statement shall also provide any other reasonable information requested. The failure to timely deliver this statement shall constitute a conclusive presumption that this Agreement is in full force and effect without modification, except as may be represented by the requesting Party, and that there are no uncured defaults in the performance of the requesting Party, except as may be represented by the requesting Party. 9.22 No Subordination; Mortgagee Protection; Covenants Do Not Impair Liens. City's approval of the necessary land use entitlements that authorize Developer to develop, operate, and maintain the Project or to cause the development of the Project was based upon Developer's obligation to provide the Affordable Units pursuant to the State Density Bonus Law, City Density Bonus for Affordable Housing, and the terms and conditions of this Agreement. For the Term of the Density Bonus Housing Agreement, this Agreement shall have priority over any and all mortgages, deeds of trust, and other similar forms of secured financing recorded against the Property or any portion thereof. Developer expressly understands and acknowledges that state law requires preservation of affordability covenants in connection with the approval of this density bonus project. This Agreement shall not prevent or limit Developer, in Developer's reasonable discretion, from encumbering the Property or any portion thereof of or any improvement thereon by any mortgage, deed of trust or other security device securing financing with respect to the Property or Project and such action shall not constitute an assignment of this Agreement. No violation or breach of covenants, conditions, restrictions, provisions, or limitations contained in this Agreement shall defeat or render invalid or diminish or in any way impair the lien or charge of any mortgage or deed of trust or security instrument. 9.23 Attorneys' Fees and Costs. If either Party to this Agreement commences an action against the other Party to this Agreement arising out of or in connection with this Agreement, the prevailing Party shall be entitled to recover reasonable attorneys' fees, expert witness fees, costs of investigation, and costs of suit from the losing Party. 9.24 Authority to Execute. The person or persons executing this Agreement on behalf of each Party warrants and represents that he or she/they have the authority to execute this Agreement on behalf of his or her/their corporation, partnership or business entity and warrants and represents that he or she/they has/have the authority to bind the Party to the performance of its obligations hereunder. (Signatures on following page) City Council 21 — 42 12/6/2022 IN WITNESS WHEREOF, the parties hereto have caused this Density Bonus Housing Agreement to be executed on the date set forth at the beginning of this Agreement. ATTEST: Clerk of the Council APPROVED AS TO FORM Sonia R. Carvalho City Attorney �4 ?W. -F B : John M. Funk Chief Assistant City Attorney RECOMMENDED FOR APPROVAL: Michael L. Garcia Executive Director Community Development Agency CITY OF SANTA ANA Kristine Ridge City Manager ORANGE COUNTY ELECTRICAL JOINT APPRENTICESHIP TRUST By execution below, Property Owner consents to the recordation of this Agreement against its fee interest in the Property: Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust NOTE: By: Developer acknowledges and agrees to the language within this document. Warmington Residential California, Inc. By: - Joe ftelie v Vice President �✓ City Council 21- EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY REAL PROPERTY IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT "I" OF THE STAFFORD AND TUSTIN TRACT, AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGES 618 AND 619 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF LOT "I" OF THE "STAFFORD AND TUSTIN TRACT" AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGE 618 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, SAID POINT BEING 862.54 FEET SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT "I", BEING ALSO THE SOUTHWEST CORNER OF THE TRACT CONVEYED TO PACIFIC ELECTRIC RAILWAY COMPANY BY DEED RECORDED JANUARY 29, 1918 IN BOOK 317, PAGE 340 OF DEEDS; RUNNING THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT CONVEYED TO THE PACIFIC ELECTRIC RAILWAY COMPANY, 398.43 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER THEREOF, SAID POINT BEING ALSO IN THE EAST LINE OF LANDS CONVEYED TO J. J. VAN WYK BY DEED RECORDED APRIL 28, 1916 IN BOOK 273, PAGE 137 OF DEEDS; RUNNING THENCE SOUTH ALONG SAID EAST LINE, 246.275 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE WEST 398.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE NORTH 247.085 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPTING THEREFROM, THAT PORTION OF SAID LOT "I" AS DESCRIBED IN DEED TO THE CITY OF SANTA ANA, RECORDED SEPTEMBER 28, 1971 IN BOOK 9822, PAGE 341 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. APN: 402-061-03 City Council 21 — 44 12/6/2022 EXHIBIT "B" INCOME VERIFICATION FORM Inclusionary Unit Address: Head of Household (Print Name): Current Address (if different from above): Telephone Number: Home: Email address: Date of Birth: Work: Social Security # or TIN: Household Composition Cell: List All Household Members Living in the Inclusionary Unit Dependent Social Security # Name Sex Age (Y/N) or Taxpayer ID # List additional household members on a separate sheet of paper. Income cil 21 — 45 12/ 022 Santa Anaa,, li �run EXHIBIT "B" INCOME VERIFICATION FORM Monthly Gross Income * List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 1: Earned Income Other Head of Household Household Members Total 1. Gross wages, before payroll deductions and $ $ $ including overtime pay, commissions, fees, tips and bonuses. 2. Net income from self employment, independent $ $ $ contractor work or a business. 3. Social security and any payments from annuities, $ $ $ insurance policies, pension/retirement funds, disability or death benefits received periodically. 4. Payment in lieu of earnings, such as $ $ $ unemployment, disability compensation, worker's compensation and severance pay. 5. Public assistance, welfare payments $ $ $ 6. Alimony, child support, other periodic allowances $ $ $ 7. Regular pay, special pay and allowances of $ $ $ members of the Armed Forces 8. Other $ $ $ Subtotal: Monthly Earned Income $ Total Monthly Earned Income x 12 = $ Total Annual Household Gross Earned Income Income ve uncil 21 — 46 U 2 Santa Ana, li �r EXHIBIT "B" INCOME VERIFICATION FORM Monthly Gross Income * List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 2: Investment Income Total Other Adult Household Head of Household Investment Household Members Income 1. Interest paid on Bank and Savings accounts $ $ $ 2. Dividends and other payments from stocks and $ $ $ bonds 3. Income from real property (i.e. rental property) $ $ $ 4. Other (describe) $ $ $ Subtotal: Monthly Investment Income: $ Total Monthly Investment Income x 12 = $ Total Annual Household Investment Income *Note: The following items are not considered income: casual or sporadic gifts; amounts specifically for or in reimbursement of medical expenses; lump sum payments such as inheritances, insurance payments, capital gains and settlement for personal or property losses; educational scholarships paid directly to the student or educational institution; special pay to a serviceman head of family away from home and under hostile fire; relocation payments under federal, state or local law; foster child care payments; value of coupon allotments for purpose of food under Food Stamp Act of 1964 which is in excess of amount actually charged the eligible household; payments received pursuant to participation in the following programs: VISTA, Service Learning Programs, and Special Volunteer Programs, SCORE, ACE, Retired Senior Volunteer Program, Foster Grandparent Program, Older American Community Services Program, and National Volunteer Program to Assist Small Business Experience. Income ve 21 — 47 12/ 22 0 Santa Ana, li �r uncil EXHIBIT "B" INCOME VERIFICATION FORM Assets ** List the Current Value of All Assets of All Household Members Living in the Inclusionary Unit If the Asset generates income, that income must be specified In Part 2 above Head of Household Other Adult Household Members Total Value of Value Value Assets 1. Bank and Savings accounts $ $ $ 2. Stocks and bonds $ $ $ 3. Real property (i.e. rental property) $ $ $ 4. Other (describe) $ $ $ Total Asset Value $ *Note: Necessary items, such as furniture and automobiles, used for personal use are excluded from household assets. Collections of items for hobby, investment or business purposes must be included in household assets. If the total value of household assets exceeds $5,000, the calculation of the household's annual income shall include the greater of the actual amount of income, if any, derived from all of the household assets; or 10% of the total value of the assets. Income ve 0 Santa Ana, li �r uncil 21 — 48 12/22 EXHIBIT "B" INCOME VERIFICATION FORM If the total asset value exceeds $5,000, perform the calculations in the following table. If the total asset value is less than $5,000, the amount of investment income to be included in annual household income is $0. Calculation of Investment Income to be Included in Annual Household Income 1. Total Annual Household Investment Income $ 2. Total Asset Value $ x 10% $ The Greater of #1 or #2 = Investment Income to be Included in Annual Household Income $ Calculation of the Household's Total Annual Income Total Annual Household Gross Earned Income I $ Total Investment Income to be Included in Annual Household Income I $ Total Household Income I $ Documentation Attach True Copies of the Relevant Documents Listed Below Paycheck stubs from three most recent pay periods Employment verification Three years Income tax returns for Title Holders Social security verification Alimony/child support verification Other (Describe) Bank/Savings account verification Self-employment verification Unemployment verification Welfare verification Disability income verification Income Ve Santa Ana, li - . uncil 21 — 49 12/ 022 EXHIBIT "B" AFFIDAVIT This Affidavit is made with the knowledge that it will be relied upon by and the City of Santa Ana to determine maximum income for eligibility to purchase the Inclusionary Unit listed above. (1/we) warrant that all information set forth in this document is true, correct and complete and based upon information (1/we) deem reliable and based upon such investigation as (1/we) deemed necessary. (IMe) acknowledge that (1/we) have been advised that the making of any misrepresentation or misstatement in this affidavit will constitute a material breach of (my/our) purchase agreement and will additionally enable the seller to terminate the purchase contract and sell the Inclusionary Unit to another party. (I/We) do hereby swear under penalty of perjury that the foregoing statements are true and correct and that this affidavit has been executed as of the date specified below by each adult member of the household which intends to occupy an Inclusionary Unit located at Signature Date ,Santa Ana, California. Printed Name Executed at Santa Ana, California Signature Date Printed Name Executed at , Santa Ana, California Affidavit Santa Ana, &OYr QQuncll 21 — 50 12/ 022 EXHIBIT "C RECORDING REQUESTED BY, AND WHEN RECORDED MAIL TO: City of Santa Ana 20 Civic Center Plaza, 6th Floor Santa Ana, California 92702 Attn: Executive Director This document is exempt from payment of a recording fee pursuant to Government Code Sections 27383 and 6103. NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY This Notice of Affordability Restrictions on Transfer of Property (or "Notice of Affordability Restrictions") is executed and recorded pursuant to Section 65915 of the California Government Code, and affects that certain real property generally located at in the City of Santa Ana, California, as legally described in Exhibit A hereto ("Property"). The City of Santa Ana, a charter city and municipal corporation of the State of California (referred to herein as "City"), and Warmington Residential California, Inc. ("Developer/Property Owner") have entered into that certain Density Bonus Housing Agreement dated as of December 6th, 2022 ("Density Bonus Housing Agreement"). 1. The Density Bonus Housing Agreement provides for affordability restrictions and restrictions on the Property, as more particularly set forth in the Density Bonus Housing Agreement. A copy of the Density Bonus Housing Agreement is on file with City as a public record and is deemed incorporated herein. Reference is made to the Density Bonus Housing Agreement with regard to the complete text of the provisions of such agreement and all defined terms therein, which provides for affordability restrictions and restrictions on the transfer of the Property. 2. For a period commencing upon the date on which a deed conveying the Affordable Unit to a member of the homebuying public is recorded and terminating on the fifty-fifth (55th) anniversary thereof, the Property may only be transferred to City Council 21 — 51 12/6/2022 EXHIBIT " C" another eligible, qualified Low Income Household at an Affordable Housing Cost; such restrictions are set forth at greater length in the Density Bonus Housing Agreement. 3. Section 4.12 of the Density Bonus Housing Agreement provides as follows: "Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of an Affordable Unit during the Total Affordability Term, the City and the transferor shall execute and deposit into escrow, or record against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit C). The sale or transfer of the Property, shall not be effective unless and until the City and the transferee execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee." In the event that Developer/Property Owner desires to Transfer the Property during the Total Affordability Term, prior to the Transfer the owner shall notify City by delivering a Notice of Intent to Transfer to City, which shall indicate the identity of the proposed Transferee who desires to purchase the Property, whether the purchaser is a Low Income Household, and whether the sales price is at an Affordable Housing Cost. In addition to Homebuyer's and the proposed Transferee's delivery of the Notice of Intent to Transfer, the following procedure shall apply: a. Notice to City. Developer/Property Owner shall send the Notice of Intent to Transfer to City at the address set forth in Section 9.3.1 of the Density Bonus Housing Agreement. b. Qualification of Proposed Transferee. The proposed Transferee shall provide the City with sufficient information in the form provided by City including without limitation, a certification as to the income and family size of the proposed Transferee, for City to determine if the proposed Transferee is a Low Income Household, and the purchase price is at an Affordable Housing Cost. C. Certificates from Parties. Developer/Property Owner and proposed Transferee each shall certify in writing, in a form acceptable to City, that the Transfer shall be closed in accordance with, and only with, the terms of the sales contract and other documents submitted to and approved by City and that all consideration delivered by the proposed Transferee to owner has been fully disclosed to the City. The written certificate shall also include a provision that in City Council 21 — 52 12/6/2022 EXHIBIT "C the event a Transfer is made in violation of the terms of this Restriction or false or misleading statements are made in any documents or certificate submitted to City for its approval of the Transfer, City shall have the right to file an action at law or in equity to make the parties terminate and/or rescind the sales contract and/or declare the sale void notwithstanding the fact that the Transfer may have closed and become final as between Developer/Property Owner and Transferee. d. Written Consent of City Required Before Transfer. During the Total Affordability Term, the Property, and any interest therein, shall not be conveyed by any Transfer except with the express written consent of the City, which consent shall be given only if the Transfer is in accordance with the provisions of this Restriction. This provision shall not prohibit the encumbering of title for the sole purpose of securing financing of the purchase price of the Property. e. Notice of Prohibited Transfer. Within twenty (20) days after receiving notification of a proposed Transfer in accordance with Section 3.a., the City shall determine and give notice to Developer/Property Owner as to whether the proposed Transfer is a Permitted Transfer or Prohibited Transfer. In the event that the proposed Transfer is a Prohibited Transfer, such notice to Developer/Property Owner shall specify the nature of the Prohibited Transfer. If the violation is not corrected to the satisfaction of the City within ten (10) days after the date of the notice, or within such further time as the City determines is necessary to correct the violation, the City may declare a Default under this Restriction. Upon the declaration of a Default, the City may apply to a court of competent jurisdiction for specific performance of this Restriction, for an injunction prohibiting a proposed sale or Transfer in violation of this Restriction, for a declaration that the Prohibited Transfer is void, or for any such other relief as may be appropriate. f. Delivery of Documents. Upon the close of the proposed Transfer, Developer/Property Owner and Transferee, as applicable, shall provide the City with a copy of the final sales contract, settlement statement, escrow instructions, all certificates required by this Section 3 and any other documents the City may request. 4. The restrictions contained in the Density Bonus Housing Agreement commence upon the date on which the Affordable Unit is conveyed to the first member of the homebuying public and terminate on the fifty-fifth (55th) anniversary thereof. 5. The commonly known addresses for the Property is City Council 21 — 53 12/6/2022 EXHIBIT "C" 6. The assessor's parcel numbers for the Property is 7. The legal description of the Property is attached hereto as Attachment No. 1 and is incorporated herein by reference. 8. The Density Bonus Housing Agreement, which includes the affordability restrictions referenced above, was recorded in the Office of the Orange County Recorder on (Number ). 9. The Density Bonus Housing Agreement remains in full force and effect and is not amended or altered in any manner whatsoever by this Notice of Affordability Restrictions. 10. Capitalized terms shall have the meaning established under the Density Bonus Housing Agreement (including all Attachments thereto) excepting only to the extent as otherwise expressly provided under this Notice of Affordability Restrictions. 11. Persons having questions regarding this Notice of Affordability Restrictions, the Density Bonus Housing Agreement or the Attachments thereto should contact the City at its offices (20 Civic Center Plaza, Santa Ana, California 92701, or such other address as may be designated by the City from time to time). City Council 21 — 54 12/6/2022 EXHIBIT "C" ATTEST: APPROVED AS TO FORM: SONIA R. CARVALHO, City Attorney Ryan O. Hodge Assistant City Attorney Dated: DEVELOPER/ PROPERTY OWNER: By: Printed Name: THE CITY OF SANTA ANA, 0 Executive Director City Council 21 — 55 12/6/2022 EXHIBIT "C" [Attach pro forma legal description for condominium. Example below.] PARCEL NO. 1 Unit (the "Unit"), as shown on the Condominium Plan ("Plan') Recorded on , as Instrument No. , in Official Records of Orange County, California ("Official Records"), consisting of a portion of Lot 1 of Tract No. ("Map'), filed in Book , Pages to of Miscellaneous Maps, in the Office of the Orange County Recorder. RESERVING THEREFROM, for the benefit of Grantor, its successors in interest and its assignees, easements for access, encroachment, maintenance, drainage and support, and for other purposes, all as described in the Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for Condominium Association, recorded on , as Instrument No. (as amended or restated, the "Declaration', in Official Records of Orange County, California. Terms not defined in this Grant Deed shall have the meanings given to them in the Declaration and Supplemental Declaration. PARCEL NO.2 An undivided one- (1/_) fee simple interest as a tenant in common in and to the common area described in the Plan. PARCEL NO.3 Nonexclusive easements for access, drainage, support, encroachment, maintenance and repair, and for other purposes, all as may be shown on the Map and as described in the Declaration. SUBJECT TO: 1. Nondelinquent general and special real property taxes and public and private assessments; 2. All covenants, conditions, restrictions, easements, reservations, rights, rights -of -way and other matters, including the Declaration; 3. All (a) matters discoverable or ascertainable by inspection or survey of the Unit, (b) zoning ordinances and regulations and other laws, ordinances or governmental regulations restricting the use, occupancy or enjoyment of the Unit, and (c) t other matters already permitted or approved by Grantee. NOTICE: THE UNIT ON THIS PROPERTY IS REQUIRED TO BE SOLD TO A LOW INCOME HOUSEHOLD PURSUANT TO THE DENSITY BONUS AGREEMENT WITH THE CITY OF SANTA ANA. FOR MORE INFORMATION, SEE THE DENSITY BONUS City Council 21 — 56 12/6/2022 EXHIBIT "C" AGREEMENT. THE RESTRICTIONS SET FORTH IN SUCH AGREEMENT BIND ALL SUCCESSIVE OWNERS OF THIS PROPERTY. City Council 21 — 57 12/6/2022 Planning and Building Agency Item # 3 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Planning Commission Staff Report September 26, 2022 Topic: Density Bonus Agreement No. 2022-03 and Vesting Tentative Tract Map No. 2022-03 — Warmington Residential (717 S. Lyon Street) RECOMMENDED ACTION 1. Adopt a resolution approving Density Bonus Agreement No. 2022-03 as conditioned. 2. Adopt a resolution approving Vesting Tentative Tract Map No. 2022-03 as conditioned, EXECUTIVE SUMMARY Greg Ocasek, representing Warmington Residential California, Inc. (applicant), on behalf of Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust (property owner), is requesting approval of density bonus agreement (DBA) No. 2022-03 and vesting tentative tract map (VTTM) No. 2022-03 (County Map No. 19195) to allow the construction of a residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low-income households earning less than 50-80 percent of the area median income (AMI) at 717 S. Lyon Street. As proposed, the project will utilize waivers from development standards and/or development concessions through the density bonus agreement pursuant to California Government Code sections 65915 through 65918 and Santa Ana Municipal Code (SAMC) Section 41-1600 through 41-1607. Moreover, the project requires approval by the Planning Commission and City Council for a density bonus to allow up to 22.16 dwelling units per acre (du/ac). Staff is recommending approval of the applicant's request due to the project's satisfying the intent of the General Plan to promote a pedestrian -oriented environment, and because the project will provide additional affordable and market -rate ownership housing stock to the community. City Council 21 — 58 12/6/2022 Exhibit 3 VTTM No. 2022-03 and September 26, 2022 Page 2 DISCUSSION DBA No. 2022-03 — Warmington Residential Table 1: Project and Location Information Item Information Project Address and Council Ward 717 S. L on Street — Ward 3 Nearest Intersection Warren and Lyon streets General Plan Designation Medium Density Residential MR-15 Zoning Designation General Agriculture (A-1); SB330 — Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan SP-2 Surrounding Land Uses North Multi -Family Residences (Saddleback Park Villas East Multi -Family Residences (Tustin Parc Apartments South Multi -Family Residences (Las Fuentes Apartments) West Multi -Family Residences (Warwick Square Apartments) Property Size 2.3 acres Existing Site Development Two existing structures and asphalt parking lot. Structures include a one-story structure in the northwest corner and one-story commercial structure on the southwest corner. Use Permissions Multi -Family Residential (permitted under Harbor Mixed Use Transit Corridor Plan, as part of SB330 request) Zoning Code Sections Affected Uses Article XVI.I (Density Bonus); Corridor District within the Harbor Mixed Use Transit Corridor Plan (SP-2); and Chapter 34 Subdivisions Background and Context Based on available permit history and historic aerial photographs, the subject site appears to have been used for agricultural purposes between circa 1938 and the mid-1960s. In the early 1970s, the Santa Ana Moose Lodge and parking lot were constructed and used through the 1990s. In 2015, the Orange County Electrical Joint Apprenticeship Trust began its use of the site as a vocational training building and associated parking lot. The applicant is proposing the subject development pursuant to California Senate Bill 330, known as the Housing Crisis Act of 2019 or the HCA. More information on the HCA is provided in subsequent sections of this report. California Senate Bill 330 The California Senate Bill (SB) 330, the Housing Crisis Act of 2019, (HCA) became effective on January 1, 2020, and established a statewide "housing emergency" until January 1, 2025. The senate bill amended Government Code Section 65941.1 with the broad goals of facilitating increased production of new residential units, protecting existing units, and City Council 21 — 59 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 3 providing for an expedited review and approval process for housing development projects through submittal of a "preliminary application." On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8. Among other stipulations, SB 330 requires the following for applicable housing development projects: New, non-objective development standards established after January 1, 2020, cannot be imposed or enforced. • Applicable housing development projects must receive a decision in no more than five (5) public hearings - whether the item is being heard by a Design Review Board, Planning Commission or City Council, and including any appeals (save for those related to a legislative action). • Prohibits any moratorium, project or action that would result in a net downzoning, limit the number of permits to be issued, or otherwise reduce housing or limit overall population. The application is being submitted pursuant SB 330/the HCA. As such, the proposed development site will not be required to be rezoned, if found consistent with the objective General Plan standards for the property. Moreover, the development is required to comply with the objective zoning code standards applicable to the property, but only to the extent that they facilitate the development at the density allowed by the general plan, 15 du/ac per the Medium Density Residential (MR-15) General Plan land use designation. In consultation with City Staff, Warmington Residential California, Inc. has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project (per SB 330), an option afforded to the developer by Appendix A of the General Plan Land Use Element. Project Description The project includes the construction of a new residential development consisting of 51 townhouse units, 17,790 square feet of open space, and 105 parking spaces, including 102 covered parking spaces and three open/guest parking spaces. The development will consist of twelve residential buildings with three-story townhouse units and will provide onsite bicycle storage. The structures will each contain a two -car garage at ground level (Tuck - under building design) with residential units above, some with balconies/decks and others with den/fourth flex room. The project will include eight (8) two -bedroom units, eight (8) three -bedroom units, twenty-two (22) three -bedroom plus den units, and thirteen (13) three -bedroom units plus den or an optional fourth bedroom. Of the total units in the development, eight units are proposed to be affordable to households earning less than 50-80 percent of the AMI, which is currently set at $108,400, adjusted for City Council 21 — 60 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 4 a four -person household size, as published by California Department of Housing and Community Development (HCD). Seven of the affordable units will be three -bedroom units while the last unit will be a two -bedroom unit. The proposed units will range in size between 1,300 to 1,992 square feet in size and will contain full kitchens, bedrooms, bathrooms, in - unit storage, and open/common (living) areas. Open space will be provided through several private exterior areas approximately 6,100 square feet in size, or 7 percent of the total site area. One area will be a courtyard approximately 2,016 square feet in size, located on the west side of the property, adjacent to entrance and buildings 10 and 11. A second courtyard approximately 2,178 square feet in size is proposed to be located on the east side of the property, between buildings 6 and 7. The remainder of the open space locations will be provided as courtyards between buildings and would range from 792 and 1131 square feet. The design and layout of the proposed open spaces would create a unique outdoor area within the development, which function as a passive outdoor space and provide functional amenities to residents (e.g., picnic lounges, fire pits, BBQ, etc.). Moreover, the open space would feature a landscape palette with seating options and a variety of hardscaping materials, trees, and shrubs. The proposed landscaping include, but are not limited to, olive, strawberry, and oak trees, as well as Japanese privet, blue agave, flax lily, dwarf nandina, and rosemary shrubs. Lastly, each unit will also contain decks/private balconies for the use of each unit's owners. The project features a contemporary architectural style similar to many multiple -family or mixed -use residential communities under construction in Santa Ana and the region. The overall design, massing, features, and materials of the new construction will be compatible with, but differentiated from the existing multi -family neighborhood. The contemporary architectural style would include fiber cement lap siding, a light sand finish stucco exterior, fiber cement building trim, metal awnings and decorative columns, and high quality architectural detailing (e.g., exterior lighting, entry doors, fenestration, etc.). Moreover, the residential structures are designed to fully screen all mechanical equipment within the structure and parapet walls. Overall, the project will include a design and solid construction materials that will ensure that the project ages well for the duration of the building's lifetime. As part of the current entitlement, the applicant has submitted a vesting tentative parcel map application to subdivide the project site into condominium lot with fifty-one condominium units, which would allow each unit to be sold for individual ownership. The applicant has prepared the required vesting tentative parcel map, which clarifies the proposed subdivision for the proposed condominiums. Density Bonus The California Density Bonus law allows developers proposing five or more residential units to seek increases in base density for providing on -site housing units in exchange for providing affordable units on site. To help make constructing on -site affordable units City Council 21 — 61 12/6/2022 VTTM No. 2022-03 and September 26, 2022 Page 5 DBA No. 2022-03 — Warmington Residential feasible, the law allows developers to seek up to three incentives/concessions and an unlimited number of waivers, which are essentially variances from development standards that would help the project be built without significant burden and without detriment to public health. The first version of the Density Bonus Law was adopted in 1979 and has since been amended at various times. In early 2017, the law was amended to restrict the ability of local jurisdictions to require studies to "justify" the density bonus and requested incentives/waivers and places the onus on local jurisdictions to prove that the incentives/concessions or waivers are not financially warranted. Pursuant to the California Density Bonus law, a project's affordability level is determined by dividing the number of proposed affordable units by the allowable "base" density (i.e., 15 du/ac). Moreover, the State density bonus law states that units added by a density bonus are excluded from the calculations. As outlined by Table 2 below, the base density for the 2.3-acre site at 15 du/ac is 35 units. Of the total units in the development, eight units are proposed to be affordable. Therefore, the project would have a 23-percent affordability rate. As such, State density bonus law allows the developer to request a maximum density bonus of 46.25-percent (46.25%). Due to the project's 23-percent affordability rate, the developer can seek one density bonus concession and unlimited waivers, pursuant to Section 65915 et al. of the California Government Code (Density Bonuses and Other Incentives). In addition, California Assembly Bill No. 2345, approved September 28, 2020, revised the State Density Bonus Law originally adopted in 1979 to provide additional benefits for projects that include qualifying affordable housing. Pursuant to Section 65915 et al. of the California Government Code, the developer is requesting a 46.25-percent (46.25%) state density bonus. As such, the maximum unit yield for the 2.3-acre site using the MR-15 general plan density and the State density bonus is 52 units, as outlined in Table 2. However, the applicant is only proposing to develop 51 units on the site. Table 2: Density Bonus Calculation Affordable Unit — 23% (8 units — Low Income)* I Density Bonus Calculation Units Allowed Base Density — Medium Density Residential 2.3 acres x 15 du/ac 35 Units (MR-15) 46.25-Percent State Density Bonus (35 units x 0.4625) +17 units 52 units Total Units allowed, 51 proposed *Affordable unit percentage is calculated excluding units added by a density bonus. The purpose of the State Density Bonus Law is to encourage the development and availability of affordable housing by requiring the inclusion of affordable housing units within new developments. Pursuant to California Government Code sections 65915 (d)(1) and 65915 (e)(1), a local jurisdiction is limited in its ability to deny requested concessions and waivers and is preempted from denying the Density Bonus Agreement application. Although the City has analyzed the project and has identified several areas of potential impacts, the City Council 21 — 62 12/6/2022 VTTM No. 2022-03 and September 26, 2022 Page 6 DBA No. 2022-03 — Warmington Residential conditions of approval proposed for the project are intended to address any of the project's potential impacts. Pursuant to SB 330 and the General Plan Land Use Element, the developer has selected the Harbor Mixed Use Transit Corridor Specific Plan (SP-2) development standards for a tuck -under building type to design the projects. However, pursuant to the Density Bonus Law, the developer is seeking specific concessions and waivers from certain SP-2 standards to facilitate development of the project. Table 3 outlines the incentives/concessions and waivers requested by the applicant. Table 3: Requested Incentives/Concessions Standard Required by the SP-2 or SAMC Provided • Common Open Space - 15% of lot • Common Open Space - 7% of lot (15,028 square feet) (6,949 square feet) • Private Open Space - 90 square Private Open Space — Average of Open Space feet per dwelling unit (4,590 213 square feet per dwelling unit (Tuck -Under square feet) (10,841 square feet) — some units building type) • Total — 19,618 square feet providing 0-82 sq. ft. SP-2, Table 3-9. Onsite Open Space Total — 17,790 square feet Requirements Requires Concession (1 of 1), Cal. Gov't Code Sec. 65915 d 2 A Maximum building setback from the Building 1 is located 9'-7" from the public street right-of-way and/or utilities easement line and Building 2 Maximum easement is 8'-0" is located 11'-4" from the same Building Setback SP2, Table 3-5. Building easement line. Placement Requires Waivers, Cal. Gov't Code Sec. 65915 (e)(1) Fencing height within the front yard 6'-0" tall tubular fencing proposed Fencing Height setback is limited to S-0" within the front yard setback Sec. 41-610 of SAMC Requires Waivers, Cal. Gov't Code Sec. 65915 e 1 • Building frontage type required to Design does not provide a be identified in the frontage type Building Frontage elevations Ground floor heights below and Minimum Minimum floor oor heights required minimum required of 10'-0" to 15'- Ground Floor pursuant to chosen frontage type 0". As designed, ground floor Height SP2, Table 3-4. Frontage Floor types designed as 9'-1" Height Minimums and Districts Requires Waivers, Cal. Gov't Code Sec. 65915 e 1 Onsite Parking In addition, the site is parked in compliance with California Government Code Section 65915 (p)(1)(13)(C) and provides 2.1 spaces per unit. The California Density Bonus Law allows 1.5 parking spaces per two to three bedroom units, inclusive of handicapped and guest parking. The site is also parked in compliance with the Corridor District subsection of the Harbor Mixed Use Transit Corridor Plan (SP-2), which requires 1.75 parking spaces, inclusive of guest parking. The site provides 105 total parking spaces or 2.1 spaces per unit, which City Council 21 — 63 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 7 includes two covered parking spaces for each townhouse unit and three open/guest parking stalls. To proactively address any neighborhood parking impacts that could result from the project, the conditions of approval for the VTTM and terms of the DBA include provisions requiring the following parking management practices, to be incorporated into the final, recorded CC&Rs, and applicable throughout the life of the project: • Requiring onsite parking permits (such as stickers or hang -tags) for any parking in the surface guest parking spaces; • Policies for maximum time vehicles may be parked in the surface guest spaces; • Policies for towing unauthorized vehicles; vehicles parked in unauthorized locations, such as fire lanes; vehicles parking in surface guest parking without a sticker, hang - tag, or other identifiers; and vehicles parked longer than any maximum guest parking timeframes allowed; and • Routine garage inspections to ensure garages are available for vehicle parking. Analysis of the Issues Pursuant to Section 41-1607 of the SAMC, an application for a density bonus agreement is required to be approved by the Planning Commission for any project containing "deviations" (incentives/concessions and/or waivers). The Planning Commission's review of the density bonus agreement is based on the following findings: The proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city. 2. The development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element. 3. The deviation is necessary to make it economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to section 41- 1603. The project does not require a Site Plan Review Application pursuant to Table 3-2 (Permitted Uses) as part of the Harbor Mixed Use Transit Corridor Plan (SP-2). Accordingly, the Planning Commission's review and determination for this request are limited to the provisions of the Density Bonus Agreement application only. City Council 21 — 64 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 8 Table 4: Analysis of the Requested Incentives/Concessions (1) and Waivers (3) Standard Analysis Open Space The total common open space required for the project site is equal to 15 (Incentive/Concession) percent of the lot, or approximately 15,028 square feet. Instead, the project provides a 6,949-square-foot of common open space (7 percent), which is a difference of 8,079 square feet or 8 percent. Providing the required open space standard would lead to the elimination of three or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs. To help alleviate the open space deficiency, the project proposes an average of 213 square feet of private open space per unit, through use of private balconies/decks. This would exceed the minimum required private open space of 90 square feet per unit. Maximum Building Pursuant to SP-2, the maximum building setback from the public right-of-way Setback (Waiver) and/or easement is 8'-0". As proposed, the project is designed to exceed the maximum allowed setback, as two of the proposed buildings would be located 9'-7" and 11'4" from a utilities easement line. The maximum setback outlined in SP-2 was originally intended for a more urban corridor of Santa Ana (Harbor Boulevard), as a means of regulating land development to achieve a specific urban form and which envisioned a more multi -modal boulevard. The proposed project is located in a suburban area of the City, with multi -family low- to medium -density developments. The existing multi -family residential developments immediately adjacent to the project site provide average front setbacks that exceed 10'-0" and extend to 20'-0". Although exceeding the maximum allowable setback, the proposed development is consistent with the existing multi -family residences. Moreover, the design is focused on the placement of the proposed buildings as a way to continue the existing character and overall neighborhood pattern along Lon Street. Fencing Height (Waiver) For residentially zoned properties, the fencing height within the front yard setback is limited to 3'-0" in height. The development proposes a 6'-0" tall tubular fencing proposed within the front yard setback. Maintaining the fencing height limit of 3'-0" would affect the feasibility of the proposed units to be sold to prospective buyers, and would therefore affect the feasibility of the project to be constructed. The proposed fence provides security for the proposed townhouse community, which provides a sense of comfort and safety to prospective homebuyers. In addition, the fencing would be in keeping with the existing character and overall neighborhood pattern along Lyon Street, specifically the multi -family developments to the north and south of the project site. Las Fuentes multi -family community to the south has existing fencing and gates, while the Saddleback Park Villas have existing perimeter block walls. Moreover, the proposed design is further improved with additional small hedges and/or shrubs that will between the public right-of-way and the proposed fencing, to soften the transition of the future sidewalk. City Council 21 — 65 12/6/2022 VTTM No. 2022-03 and September 26, 2022 Page 9 DBA No. 2022-03 — Warmington Residential Standard Analysis Building Frontage and The development standards in SP-2 require a specific building frontage (e.g., Minimum Ground Floor forecourt, shop front, stoop, etc.) and minimum floor heights, based on a Height (Waiver) frontage type. As proposed, the project design does not provide a frontage type and the ground floor heights are proposed below the minimum required of 10'-0" to 15'-0". The ground floor height is designed at a minimum of 9'-1" Maintaining the required frontage type minimum floor heights would result in a complete site and architectural redesign, involving more of the site area dedicated the frontages designs. In order to maintain the current proposed unit count, the developer would be required to redesign the site and elevation design construct, further increasing development costs and potentially leading to a loss of residential units, and a loss of further open space. Moreover, SP-2 was originally intended to achieve a specific urban form. The existing multi -family residential developments immediately adjacent to the project site do not provide a frontage type, nor do they maintain a minimum building floor height. Therefore, the proposed design is consistent with the existing multi -family residences. When analyzed cumulatively, the requested concessions and waivers could be avoided if the project were designed on a different site or using a different site plan. If the project were designed with a multi -level parking and/or subterranean parking structure, or if the applicant used different building materials to construct a taller project, additional area on site would become available to provide the minimum required open space and the required frontage and ground floor heights. However, these changes would increase development costs and result in a project that would exceed the maximum permitted building height, resulting in the housing project becoming financially infeasible due to the significantly increased financial implications of an alternative construction type compared to the relatively smaller scale of the project. Moreover, the changes would result in the loss of the eight affordable townhouse units. Based on the analysis provided within this report, the proposed development will materially assist in accomplishing the goal of providing additional affordable and market -rate ownership housing stock in the city and will consistent with the applicable designation in the general plan land use element. In addition, the proposed deviations are necessary to make the project economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to section 41-1603. Vesting Tentative Tract Map Subdivision requests are governed by Chapter 34 and Chapter 41 of the SAMC. Pursuant to Section 66473.5 and 66474 of the California Subdivision Map Act, applications for vesting tentative tract maps are approved when it can be shown that findings can be made in support of the request. City Council 21 — 66 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 10 Specifically, findings related to the proposal need to be made that find the project is consistent with the General Plan, the site is physically suitable for the type and density of the proposed project, the proposed project will not cause substantial environmental damage or substantially and avoidably injure fish and wildlife or their habitat, the proposed project will not cause serious public health problems, or the proposed project will not conflict with easements necessary for public access through or use of the property must be made. Using this information staff has prepared the following analysis, which, in turn forms the basis for the recommendation contained in this report. In analyzing the applicant's request, staff believes that the following analysis warrants approval of the vesting tentative tract map. The applicant is seeking approval of a vesting tentative tract map to subdivide for condominium purposes, as the proposed development consists of fifty-one townhome units. The request would vest the right to proceed with development in substantial compliance with the ordinances, policies and standards in effect at the time the vesting map is deemed complete. Upon completion of the subdivision, the lots will continue to be utilized for residential use in the form of attached tuck -under unit type structures. In reviewing the project, staff determined that the proposal as conditioned is consistent with the various provisions of the City's General Plan. As an SB 330 application, the proposed development site is not be required to be rezoned, as it has been found to be consistent with the objective general plan standards for the property. Moreover, the proposal is consistent with the various provisions of the selected zoning designation (SP-2), including lot size, lot coverage, and parking. Lastly, the applicant has requested a concessions and waivers for those development standards that require deviations, as previously analyzed. Further conditions of approval have been included to bring the site's landscaping, architectural design, and Covenants, Conditions and Restrictions (CC&Rs) to be in compliance with all applicable standards of the SAMC and the Harbor Mixed Use Transit Corridor Plan (SP-2). Further, no adverse environmental impacts to fish or wildlife populations were identified as the project site is located in a built -out, urbanized area. The project will also maintain all required easements. Finally, the tentative tract map was found to be consistent with the California Subdivision Map Act and Chapter 34 of the Municipal Code. The overall project site provides an opportunity for additional housing and development that would otherwise continue to remain as a vacant, under-utilized parcel. These improvements will help to enhance the quality of life in the surrounding community by providing fifty-one units of for -sale, market -rate and affordable housing, with eight onsite units. Finally, the project has been designed to be compatible with the scale of other residences in the area will be consistent with several goals and policies of the General Plan as follow: • Goal LU-1: Growing Responsibly — Provide a land use plan that improves quality of life and respects our existing community. City Council 21 — 67 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 11 o Policy LU-1.1 Compatible Uses — Foster compatibility between land uses to enhance livability and promote healthy lifestyles. o Policy LU-1.2 Homeownership Opportunities — Support innovative development policies to expand homeownership opportunities at all income levels. o Policy LU-1.5 Diverse Housing Types — Incentivize quality infill residential development that provides a diversity of housing types and accommodates all income levels and age groups. • Goal LU-4: Complete Communities — Support a sustainable Santa Ana through improvements to the built environment and a culture of collaboration. o Policy LU-4.7 Diverse Communities — Promote mixed -income developments with mixed housing types to create inclusive communities and economically diverse neighborhoods. • Lastly, the project is consistent with the General Plan Appendix A, Table LU-A-1. Interim Industrial Development Standards for development projects. Affordable Housing Opportunity and Creation Ordinance The project exceeds the affordable housing goal for the ownership category of the City's Affordable Housing Opportunity and Creation Ordinance (AHOCO) by providing eight (8) onsite units in place of three (3) for sale units, which will target low-income (50-80%) in place of moderate -income households. These two factors significantly enhance the opportunity for income eligible Santa Ana households to own a home in the City at a lower cost. The units will be dispersed throughout the community. Seven of the affordable units will be three -bedroom units while the last unit will be a two -bedroom unit. The proposed units will range in size between 1,300 to 1,992 square feet in size and will contain full kitchens, bedrooms, bathrooms, in -unit storage, and open/common (living) areas. The developer's Inclusionary Housing Plan has been reviewed and approved by the City's Housing Division. Public Notification and Community Outreach Project notifications were posted, published, and mailed in accordance with City and State regulations. Copies of the public notice, including a 1,000-foot notification radius map, and the site posting are provided in Exhibit 14. In addition, staff contacted the provided contacts for the Lyon Street Neighborhood Association to ensure they were aware of the project and public hearing. At the time this report was printed, no issues of concern were raised regarding the proposed development. The applicant also held two community meetings in conformance to the Sunshine Ordinance notification requirements in place at the time the application was submitted, January 5, 2022. The first meeting was a virtual community meeting on March 2, 2022. This meeting was publicly noticed in the OC Register, posted on the City's website, and invitation mailers were sent to all addresses within a 500-foot radius of the project site, as City Council 21 — 68 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 12 well as local community organizations. The meeting included a presentation on the project as well as a question and answer period to address concerns and collect feedback. Participants asked questions about the cost and site security. However, no issues of concern were raised regarding the proposed development. Approximately 10-15 individuals attended the meeting. On June 1, 2022, the applicant held a second virtual Sunshine Ordinance community meeting. This meeting was also publicly noticed in the OC Register, posted on the City's website, and invitation mailers were sent to all addresses within a 1000-foot radius of the project site, as well as local community organizations. The meeting included a brief presentation and summary on the project, a summary of the HRC public hearing and actions, as well as a question and answer period to address concerns and collect feedback. Participants asked questions about the project timing and construction impacts, affordability levels, project density, and about potential traffic and parking impacts to the community. Approximately 12-15 individuals attended the meeting. Materials from both the March 2nd and June 1st meetings were posted to the project's City webpage. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). This exemption applies to projects or sites that: 1. Meet the threshold criteria set forth in section 15192; provided that with respect to the requirement in section15192(b) regarding community -level environmental review, such review must be certified or adopted within five years of the date that the lead agency deems the application for the project to be complete pursuant to Section 65943 of the Government Code. 2. Meet both of the following size criteria: A. The site of the project is not more than four acres in total area. B. The project does not include any single level building that exceeds 100,000 square feet. 3. Meet both of the following requirements regarding location: A. The project is a residential project on an infill site. B. The project is within one-half mile of a major transit stop. 4. Meet both of the following requirements regarding number of units: A. The project does not contain more than 100 residential units. B. The project promotes higher density infill housing. The lead agency may establish its own criteria for determining whether the project promotes higher density infill housing except in either of the following two circumstances: 1) A project with a density of at least 20 units per acre is conclusively presumed to promote higher density infill housing. City Council 21 — 69 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 13 2) A project with a density of at least 10 units per acre and a density greater than the average density of the residential properties within 1,500 feet shall be presumed to promote higher density infill housing unless the preponderance of the evidence demonstrates otherwise. 5. Meets the following requirements regarding availability of affordable housing: The project would result in housing units being made available to moderate, low, or very low income families as set forth in either A or B below: A. The project meets one of the following criteria, and the project developer provides sufficient legal commitments to the appropriate local agency to ensure the continued availability and use of the housing units as set forth below at monthly housing costs determined pursuant to paragraph (3) of subdivision (h) of Section 65589.5 of the Government Code. 1) At least 10-percent of the housing is sold to families of moderate income, or 2) Not less than 10-percent of the housing is rented to families of low income, or 3) Not less than 5-percent of the housing is rented families of very low income. B. If the project does not result in housing units being available as set forth in subdivision (A) above, then the project developer has paid or will pay in -lieu fees pursuant to a local ordinance in an amount sufficient to result in the development of an equivalent number of units that would otherwise be required pursuant to subparagraph (A). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution Approving DBA No. 2022-03 as conditioned 2. Resolution Approving VTTM No. 2022-03 as conditioned 3. Vicinity Zoning and Aerial View 4. Site Photos 5. Site Plan 6. Unit Floor Plans City Council 21 — 70 12/6/2022 VTTM No. 2022-03 and DBA No. 2022-03 — Warmington Residential September 26, 2022 Page 14 7. Building Elevations 8. Building Perspectives 9. Color and Material Board 10. Preliminary Landscape Plans 11. Vesting Tentative Tract Map 12. Sunshine Ordinance Community Meeting Materials 13. Draft Density Bonus Agreement 14. Copy of Public Notice Submitted By: Pedro Gomez, AICP Senior Planner Approved By: Minh Thai, Executive Director, Planning and Building Agency City Council 21 — 71 12/6/2022 RESOLUTION NO. 2022-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING DENSITY BONUS AGREEMENT NO. 2022-03 AS CONDITIONED TO ALLOW A FIFTY-ONE UNIT SINGLE-FAMILY ATTACHED TOWNHOME DEVELOPMENT FOR THE PROPERTY LOCATED AT 717 SOUTH LYON STREET BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The Planning Commission of the City of Santa Ana hereby finds, determines and declares as follows: A. Greg Ocasek, representing Warmington Residential California, Inc. (applicant), on behalf of Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust (property owner), is requesting approval of Density Bonus Agreement Application No. 2022-03 and a vesting tentative tract map (TTM) to allow the construction of a fifty-one unit attached townhome development, eight of which are proposed as onsite low-income affordable units. B. California Senate Bill 330, the Housing Crisis Act of 2019 (HCA), became effective on January 1, 2020, and established a statewide "housing emergency" until January 1, 2025. C. On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8. D. The proposed development is being submitted as a Senate Bill No. 330 (SB 330) application and in consultation with City Staff and pursuant to Appendix A of the General Plan Land Use Element, the applicant has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project. E. The Harbor Mixed Use Transit Corridor Plan (SP-2) was adopted in 2014 as a result of interest in developing mixed -use residential and commercial projects in its project area. The regulating plan, which establishes land uses and development standards, allows a variety of housing projects, including multi -family and mixed -use residential communities, as well as live/work units. The selection of the SP-2 development standards for this project is consistent with the overall character of the surrounding community. F. The California Density Bonus law allows developers to seek increases in base density for providing on -site housing units in exchange for providing affordable City Council 21 — 72 eso 12 ge of 11 units on site. To help make constructing on -site affordable units feasible, the law allows developers to seek incentives/concessions or waivers that would help the project be built without significant burden and without detriment to public health. G. The Applicant's request has been thoroughly evaluated by the City's Development Review Committee (DRC) through Development Project No. 2021-38. Through this review, the DRC has considered the subject site, proposed development, and the applicant's requests for incentives/concessions and waivers pursuant to the State's Density Bonus Law. H. On September 26, 2022, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral. Section 41-1607 of the Santa Ana Municipal Code (SAMC) requires an application for a density bonus agreement containing deviations (incentives/concessions and/or waivers) to be approved by the Planning Commission. J. The Planning Commission determines that the following findings, which must be established in order to grant this Density Bonus Agreement application pursuant to SAMC Section 41-1607, have been established for Density Bonus Agreement No. 2020-03 to allow construction of the proposed project: 1. That the proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city. The proposed development will provide a fifty -one -unit single- family attached townhome development, eight of which are proposed as low-income affordable units, contributing toward the City's ownership housing stock to serve the needs of diverse and underserved populations. The area in which the project is proposed currently contains multiple low- to medium -density, multi -family residential communities. The construction of this project will contribute toward an economically balanced community by providing housing for different demographic and income levels in an area rich with employment opportunities, commercial development, and market -rate housing. 2. That the development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element. City Council 21 — 73 esol I2 ge of 11 The application is being submitted as a Senate Bill No. 330 application. As such, the proposed development site will not be required to be rezoned since it has been found to be consistent with the objective general plan standards for the property. The project site is in an area already identified in the general plan (the Land Use and Housing elements) for new residential communities, with a density of 15 dwelling units per acre (du/ac). Moreover, the City's General Plan land use designation for the project site is Medium Density Residential (MR-15), which applies to residential areas characterized by a mix of single-family and multifamily housing. Residential building types include apartments, townhomes, live -work units, and small -lot subdivisions, typically resulting in neighborhoods with a mix of low- and medium -rise buildings. Lastly, the proposed density of 22.16 du/ac is below the density bonus provisions in the California Density Bonus Law for low-income rental projects (46.25-percent density bonus) which allows 22.6 du/ac on the project site. 3. That the deviation is necessary to make it economically feasible for the Applicant to utilize a density bonus authorized for the development pursuant to section 41-1603. The proposed project requires one deviation through incentives/concessions: open space; as well as three deviations through a waiver in (1) maximum building setback; (2) fencing height; and (3) stoop frontage and minimum ground floor height requirements. The four deviations are described as follows: Open Space (Incentive/Concession) The total common open space required for the project site is equal to 15 percent of the lot, or approximately 15,028 square feet. Instead, the project provides a 6,949-square-foot of common open space (7 percent), which is a difference of 8,079 square feet or 8 percent. Providing the required open space standard would lead to the elimination of three or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs. To help alleviate the open space deficiency, the project proposes an average of 213 square City Council 21 — 74 esol I� age of 11 feet of private open space per unit, through use of private balconies/decks. This would exceed the minimum required private open space of 90 square feet per unit. Maximum Building Setback (Waiver) Pursuant to SP-2, the maximum building setback from the public right-of-way and/or easement is 8'-0". As proposed, the project is designed to exceed the maximum allowed setback, as two of the proposed buildings would be located 9'-7" and 11'-4" from a utilities easement line. The maximum setback outlined in SP-2 was originally intended for a more urban corridor of Santa Ana (Harbor Boulevard), as a means of regulating land development to achieve a specific urban form and which envisioned a more multi -modal boulevard. The proposed project is located in a suburban area of the City, with multi -family low- to medium - density developments. The existing multi -family residential developments immediately adjacent to the project site provide average front setbacks that exceed 10'-0" and extend to 20'- 0". Although exceeding the maximum allowable setback, the proposed development is consistent with the existing multi- family residences. Moreover, the design is focused on the placement of the proposed buildings as a way to continue the existing character and overall neighborhood pattern along Lyon Street. Fencing Height (Waiver) For residentially zoned properties, the fencing height within the front yard setback is limited to 3'-0" in height. The development proposes a 6'-0" tall tubular fencing proposed within the front yard setback. Maintaining the fencing height limit of 3'-0" would affect the feasibility of the proposed units to be sold to prospective buyers, and would therefore affect the feasibility of the project to be constructed. The proposed fence provides security for the proposed townhouse community, which provides a sense of comfort and safety to prospective homebuyers. In addition, the fencing would be in keeping with the existing character and overall neighborhood pattern along Lyon Street, specifically the multi -family developments to the north and south of the project site. Las Fuentes multi -family community to the south has existing fencing and gates, while the Saddleback Park Villas have existing perimeter block walls. City Council 21 — 75 esol 12 )We2 11 Moreover, the proposed design is further improved with additional small hedges and/or shrubs that will between the public right-of-way and the proposed fencing, to soften the transition of the future sidewalk. Stoop Frontage and Minimum Ground Floor Height (Waiver) The development standards in SP-2 require a specific building frontage (e.g., forecourt, shop front, stoop, etc.) and minimum floor heights, based on a frontage type. As proposed, the project design does not provide a frontage type and the ground floor heights are proposed below the minimum required of 10'-0" to 15'-0". The ground floor height is designed at a minimum of 9'-l" Maintaining the required frontage type minimum floor heights would result in a complete site and architectural redesign, involving more of the site area dedicated the frontages designs. In order to maintain the current proposed unit count, the developer would be required to redesign the site and elevation design construct, further increasing development costs and potentially leading to a loss of residential units, and a loss of further open space. Moreover, SP-2 was originally intended to achieve a specific urban form. The existing multi -family residential developments immediately adjacent to the project site do not provide a frontage type, nor do they maintain a minimum building floor height. Therefore, the proposed design is consistent with the existing multi -family residences. Section 2. In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). This exemption applies to projects or sites that: 1. Meet the threshold criteria set forth in section 15192; provided that with respect to the requirement in section15192(b) regarding community -level environmental review, such review must be certified or adopted within five years of the date that the lead agency deems the application for the project to be complete pursuant to Section 65943 of the Government Code. 2. Meet both of the following size criteria: A. The site of the project is not more than four acres in total area. B. The project does not include any single level building that exceeds 100,000 square feet. 3. Meet both of the following requirements regarding location: A. The project is a residential project on an infill site. City Council 21 — 76 esol 1� age of 11 B. The project is within one-half mile of a major transit stop. 4. Meet both of the following requirements regarding number of units: A. The project does not contain more than 100 residential units. B. The project promotes higher density infill housing. The lead agency may establish its own criteria for determining whether the project promotes higher density infill housing except in either of the following two circumstances: 1) A project with a density of at least 20 units per acre is conclusively presumed to promote higher density infill housing. 2) A project with a density of at least 10 units per acre and a density greater than the average density of the residential properties within 1,500 feet shall be presumed to promote higher density infill housing unless the preponderance of the evidence demonstrates otherwise. 5. Meets the following requirements regarding availability of affordable housing: The project would result in housing units being made available to moderate, low, or very low income families as set forth in either A or B below: A. The project meets one of the following criteria, and the project developer provides sufficient legal commitments to the appropriate local agency to ensure the continued availability and use of the housing units as set forth below at monthly housing costs determined pursuant to paragraph (3) of subdivision (h) of Section 65589.5 of the Government Code. 1) At least 10-percent of the housing is sold to families of moderate income, or 2) Not less than 10-percent of the housing is rented to families of low income, or 3) Not less than 5-percent of the housing is rented families of very low income. B. If the project does not result in housing units being available as set forth in subdivision (A) above, then the project developer has paid or will pay in -lieu fees pursuant to a local ordinance in an amount sufficient to result in the development of an equivalent number of units that would otherwise be required pursuant to subparagraph (A). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. Section 3. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, referendum, and other proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought City Council 21 — 77 eso 12 g (211 against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Density Bonus Agreement No. 2022-03 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated September 26, 2022, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 26t" day of September 2022, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTENTIONS: Commissioners: Bao Pham Chairperson APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: Ryan O. Hodga Assistant -City Attorney City Council 21 — 7g esol 12 ge of 11 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Kelly Arcadio-Tajonar, Acting Recording Secretary, do hereby attest to and certify the attached Resolution No. 2022-XXX to be the original resolution adopted by the Planning Commission of the City of Santa Ana on September 26, 2022. Date: Recording Secretary City of Santa Ana City Council 21 — 7g esol 12 age 2 11 EXHIBIT A Conditions for Approval for Density Bonus Agreement Application No. 2020-03 Density Bonus Agreement Application No. 2020-03 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval: The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by the Density Bonus Agreement. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation/termination of the Density Bonus Agreement. 1. All proposed site improvements must conform to the Development Project (DP) approval of DP No. 2021-38. 2. Any amendment to the DP No. 2021-38, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the Development Project Review must be amended. 3. Walls and Fencing. a. The applicant shall construct a minimum six-foot (6') tall perimeter wall, as measured from nearest adjacent finished sidewalk, surrounding the project site. The perimeter wall shall conform to all applicable Citywide Design Guidelines, including a split -face or painted design with regularly - spaced pilasters and decorative cap. The applicant is responsible for coordination with any adjacent property owners to avoid double -walls or gaps between walls where possible. b. Climbing vines shall be planted at regularly -spaced intervals along all exposed walls and wrought -iron fencing to deter graffiti. All solid walls shall be finished with anti -graffiti coating. 4. All mechanical equipment shall be screened from view from public and courtyard areas. 5. Prior to issuance of building permits, the Applicant shall submit a construction schedule and staging plan to the Planning Division for review and approval. The City Council 21 — 80 eso 12 ge of 11 plan shall include construction hours, staging areas, parking and site security/screening during project construction. 6. A final detailed amenity plan must be reviewed and approved prior to issuance of any building permits. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas as well as an installation plan. The exact specifications for these items are subject to the review and approval by the Planning Division. 7. Prior to installation of landscaping, the Applicant shall submit photos and specifications of all trees to be installed on the project site for review and approval by the Planning Division. Specifications shall include, at a minimum, the species, box size (24 inches minimum), brown trunk height (10-foot minimum), and name and location of the supplier. 8. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans. 9. Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement or incorporate the form of this condition within the Project's CC&R's with the City of Santa Ana which shall be recorded against the property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: a. Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); b. Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, and/or restrictions on certain uses); City Council 21 — 81 esol 1� age of 11 c. Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; d. Ongoing maintenance, repair and upkeep of the property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); e. If Applicant and the owner of the property are different (e.g., if the Applicant is a tenant or licensee of the property or any portion thereof), both the Applicant and the owner of the property shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms. f. The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the property or any interest in any lease, sublease, license or sublicense, unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement. g. The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City. h. The execution and recordation of the maintenance agreement shall be a condition precedent to the final map being recorded. City Council 21 — 82 eso 12 age (2 11 RESOLUTION NO. 2022-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SANTA ANA APPROVING VESTING TENTATIVE TRACT MAP NO. 2022-03 (COUNTY MAP NO. 19195) AS CONDITIONED TO ALLOW A FIFTY-ONE UNIT SUBDIVISION FOR CONDOMINIUM PURPOSES FOR THE PROPERTY LOCATED AT 717 SOUTH LYON STREET BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows: A. Greg Ocasek, representing Warmington Residential California, Inc. (applicant), on behalf of Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust (property owner), is requesting approval of Vesting Tentative Tract Map No. 2022-03 (County Map No. 19195) and a density bonus agreement (DBA) to allow the construction of a fifty-one unit attached townhome development, eight of which are proposed as onsite low-income affordable units. B. California Senate Bill 330, the Housing Crisis Act of 2019 (HCA), became effective on January 1, 2020, and established a statewide "housing emergency" until January 1, 2025. C. On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8 (SB8). D. The proposed development is being submitted as a Senate Bill No. 330 (SB 330) application and in consultation with City Staff and pursuant to Appendix A of the General Plan Land Use Element, the applicant has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project. E. Pursuant to Santa Ana Municipal Code ("SAMC") Section 34-127, the Planning Commission is authorized to review and approve tentative tract maps. F. Vesting Tentative Tract Map No. 2022-03 came before the Planning Commission of the City of Santa Ana on September 26, 2022, for a duly noticed public hearing. G. The Planning Commission of the City of Santa Ana determines that following findings, which must be established in order to approve Vesting City Council 21 — 83 eso u XX age of 11 Tentative Tract Map No. 2022-03, have been established as required by SAMC Section 34-127 and the California Subdivision Map Act: 1. The proposed project and its design and improvements are consistent with the Medium Density Residential (MR-15) designation of the General Plan and are otherwise consistent with all other Elements of the General Plan. The proposed project and its design and improvements will be consistent with the Medium Density Residential (MR-15) designation of the General Plan and are otherwise consistent with all other elements of the General Plan and any applicable specific plans. The proposed subdivision of land will create fifty-one condominium air -right units and will be consistent with the various provisions of the General Plan. As proposed, the development is permitted pursuant to SB330 and SIB 8. Moreover, the development is permitted subject to a separate approval of a density bonus agreement, where the developer is requesting a 46.25- percent (46.25%) state density bonus. The maximum unit yield for the 2.3-acre site using the MR-15 general plan density and the State density bonus is 52 units, and the applicant is proposing to development 51 units on the site. Finally, the project has been designed to be compatible with the scale of other residences in the area will be consistent with several goals and policies of the General Plan as follow: • Goal LU-1: Growing Responsibly — Provide a land use plan that improves quality of life and respects our existing community. o Policy LU-1.1 Compatible Uses — Foster compatibility between land uses to enhance livability and promote healthy lifestyles. o Policy LU-1.2 Homeownership Opportunities — Support innovative development policies to expand homeownership opportunities at all income levels. o Policy LU-1.5 Diverse Housing Types — Incentivize quality infill residential development that provides a diversity of housing types and accommodates all income levels and age groups. City Council 21 — 84 eso u xx age of 11 • Goal LU-4: Complete Communities — Support a sustainable Santa Ana through improvements to the built environment and a culture of collaboration. o Policy LU-4.7 Diverse Communities — Promote mixed -income developments with mixed housing types to create inclusive communities and economically diverse neighborhoods. • Lastly, the project is consistent with the General Plan Appendix A, Table LU-A-1. Interim Industrial Development Standards for development projects. 2. The proposed project conforms to all applicable requirements of the zoning and subdivision codes as well as other applicable City ordinances. The proposed development is being submitted as an SIB 330 application and in consultation with City Staff and pursuant to Appendix A of the General Plan Land Use Element, the applicant has selected the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2), as the proposed zoning for the project. The proposed project will conform to all of the requirements of the Santa Ana Municipal Code (SAMC) and development standards as specified by the Harbor Mixed Use Transit Corridor Plan (SP-2), with the exception of open space, maximum building setbacks, fencing height, and building frontage and minimum ground floor heights, which are subject of a separate density bonus agreement application. Lastly, all subdivision codes will be met as well as other applicable City ordinances. 3. The project site is physically suitable for the type and density of the proposed project. The project site is physically suitable for the type and density of the proposed project. The proposed site consists of approximately 2.3 acres of land and is physically suitable for the proposed development, where access to the site will be from Lyon Street. The current general plan land use designation for the project site is MR-15, which applies to residential areas characterized by a mix of single-family and multifamily housing. Residential building types include apartments, townhomes, live -work units, and small -lot subdivisions, typically resulting in neighborhoods with a mix of low- and medium -rise buildings. The general plan density would allow up to 15 dwelling units per acre (du/ac). The City Council 21 — 85 eso u xx Page of 11 proposed density is 22.16 du/ac, which would be permitted through density bonus through a separate density bonus agreement application. The proposed density is below the density bonus provisions in the California Density Bonus Law for low-income rental projects (46.25-percent density bonus) which allows 22.6 du/ac on the project site. 4. The design and improvements of the proposed project will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. The design and improvements of the proposed project will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. Since the project is located in an urbanized area, there are no known fish or wildlife populations existing on the project site. Therefore, the proposed subdivision will not cause any substantial environmental damage or substantially and avoidably injure fish and wildlife or their habitat. Additionally, the development of the property as proposed, has been determined to be exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. 5. The design or improvements of the proposed project will not cause serious public health problems. The design or improvements of the proposed project will not cause serious health problems, with the proposed subdivision not having any detrimental effects upon the general public. The property will include necessary utilities and infrastructure improvements as required under Development Project Review No. 2021-38. 6. The design or improvements of the proposed project will not conflict with easements necessary for public access through or use of, property within the proposed project. City Council 21 — 86 Resoluti xxx Page of 11 The design or improvements of the proposed project will not conflict with easements necessary for public access through or use of the property within the proposed project since the existing and recorded easements for the property have been considered as part of the review. An existing easement for electric lines, conduits, and incidental purposes in the document recorded September 23, 1963 as book 6728, page 662 of official records is proposed to remain. An easement for either or both underground lines, conduits, including above -ground appurtenant fixtures and incidental purposes in the document recorded as book 9812, page 266 of official records in proposed to be removed. A new emergency vehicle, trash collection, and public utility easement will be recorded under the new subdivision. The subdivision consists of fifty-one condominium air -right units along Lyon Street. The installation of all utilities will conform with the requirements stated in Section 41-626 of the Santa Ana Municipal Code. The conceptual design of all proposed construction for the property will not affect the right-of-way for road purposes. Section 2. In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). This exemption applies to projects or sites that: 1. Meet the threshold criteria set forth in section 15192; provided that with respect to the requirement in section15192(b) regarding community -level environmental review, such review must be certified or adopted within five years of the date that the lead agency deems the application for the project to be complete pursuant to Section 65943 of the Government Code. 2. Meet both of the following size criteria: A. The site of the project is not more than four acres in total area. B. The project does not include any single level building that exceeds 100,000 square feet. 3. Meet both of the following requirements regarding location: A. The project is a residential project on an infill site. B. The project is within one-half mile of a major transit stop. 4. Meet both of the following requirements regarding number of units: A. The project does not contain more than 100 residential units. B. The project promotes higher density infill housing. The lead agency may establish its own criteria for determining whether the project promotes higher density infill housing except in either of the following two circumstances: 1) A project with a density of at least 20 units per acre is conclusively presumed to promote higher density infill housing. City Council 21 — 87 Resoluti xxx Page of 11 2) A project with a density of at least 10 units per acre and a density greater than the average density of the residential properties within 1,500 feet shall be presumed to promote higher density infill housing unless the preponderance of the evidence demonstrates otherwise. 5. Meets the following requirements regarding availability of affordable housing: The project would result in housing units being made available to moderate, low, or very low income families as set forth in either A or B below: A. The project meets one of the following criteria, and the project developer provides sufficient legal commitments to the appropriate local agency to ensure the continued availability and use of the housing units as set forth below at monthly housing costs determined pursuant to paragraph (3) of subdivision (h) of Section 65589.5 of the Government Code. 1) At least 10-percent of the housing is sold to families of moderate income, or 2) Not less than 10-percent of the housing is rented to families of low income, or 3) Not less than 5-percent of the housing is rented families of very low income. B. If the project does not result in housing units being available as set forth in subdivision (A) above, then the project developer has paid or will pay in -lieu fees pursuant to a local ordinance in an amount sufficient to result in the development of an equivalent number of units that would otherwise be required pursuant to subparagraph (A). The project site is not more than four acres in area, the project does not include any single level building exceeding 100,000 square feet, and the project is an infill development within one-half mile of a major transit stop. Moreover, the development promotes higher density infill housing, does not contain more than 100 residential units, and results in housing units made available to low income families. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. Section 3, The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, referendum, and other proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or City Council 21 — 88 eso u XX age of 11 local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Vesting Tentative Tract Map No. 2022-03 as conditioned in "Exhibit A", attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated September 26, 2022, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 26t" day of September 2022, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTENTIONS: Commissioners: Bao Pham Chairperson APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney / I q,.-- By. Ryan O. od,, e Assistant City Attorney City Council 21 — 89 eso u XX age of 11 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Kelly Arcadio-Tajonar, Acting Recording Secretary, do hereby attest to and certify the attached Resolution No. 2022-XXX to be the original resolution adopted by the Planning Commission of the City of Santa Ana on September 26, 2022. Date: Recording Secretary City Council 21 — 90 eso u XX age of 11 EXHIBIT A Conditions for Approval for Vesting Tentative Tract Map No. 2022-03 Vesting Tentative Tract Map No. 2022-03 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, Applicant shall meet the following conditions of approval: The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by this tentative tract map. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation of the vesting tentative tract map. 1. All proposed site improvements must conform to the Development Project (DP) approval of DP No. 2021-38. 2. Any amendment to this Vesting Tentative Tract Map No. 2022-03, including modifications to approved materials, finishes, architecture, site plan, landscaping, parking, and square footages, must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the Vesting Tentative Tract Map must be amended. 3. Applicant must submit Covenants, Conditions and Restrictions (CC&Rs) for the project to the case planner for review and approval prior to the final map being recorded. 4. Walls and Fencing. a. The applicant shall be construct a minimum six-foot (6') tall perimeter wall, as measured from nearest adjacent finished sidewalk, surrounding the project site. The perimeter wall shall conform to all applicable Citywide Design Guidelines, including a split -face or painted design with regularly -spaced pilasters and decorative cap. The applicant is responsible for coordination with any adjacent property owners to avoid double -walls or gaps between walls where possible. b. Climbing vines shall be planted at regularly -spaced intervals along all exposed walls and wrought -iron fencing to deter graffiti. All solid walls shall be finished with anti -graffiti coating. 5. The following parking management practices shall be incorporated into the final, recorded CC&Rs and shall apply through the life of the project: City Council 21 — 91 eso u i XX Page of 11 a. Requiring onsite parking permits (such as stickers or hang -tags) for any parking in the surface guest parking spaces; b. Policies for maximum time vehicles may be parked in the surface guest spaces; c. Policies for towing unauthorized vehicles; vehicles parked in unauthorized locations, such as fire lanes; vehicles parking in surface guest parking without a sticker, hang -tag, or other identifiers; and vehicles parked longer than any maximum guest parking timeframes allowed; and d. Routine garage inspections to ensure garages are available for vehicle parking. 6. The final map must be approved and recorded prior to issuance of a certificate of occupancy or final sign -offs of building permits for the townhome buildings, whichever is first. 7. The final map and all improvements required to be made or installed by the subdivider must be in accordance with the design standards and specifications of the Santa Ana Municipal Code and the requirements of the State Subdivision Map Act. 8. Two copies of the recorded final map and CC&Rs shall be submitted each to the Planning Division, Fire Authority, Building Division, and Public Works Agency within 10 days of recordation. 9. Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement or incorporate the form of this condition within the Project's CC&R's with the City of Santa Ana which shall be recorded against the property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: a. Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); City Council 21 — 92 eso u i XX qlpPy of 11 b. Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, and/or restrictions on certain uses); c. Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; d. Ongoing maintenance, repair and upkeep of the property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); e. If Applicant and the owner of the property are different (e.g., if the Applicant is a tenant or licensee of the property or any portion thereof), both the Applicant and the owner of the property shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms. f. The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the property or any interest in any lease, sublease, license or sublicense, unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement. g. The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City. h. The execution and recordation of the maintenance agreement shall be a condition precedent to the final map being recorded. City Council 21 — 93 eso u i XX Page of 11 8/18/22, 10:54 AM DBA No. 2022-03 and TTM No. 2022-3, Warmington Residential Development 717 S. Lyon Street 2 D 89 2 LC2 C6 C2 ti M 1 1=:1 R1 7 O• R R 8 Al �qbI Santa Ana Boundary Zoning Zo des. Ger era Agricultural r Cc— niryfammercial Cem mu nity Ca m mercial - Museum District ■ General Commercial ■ Planned Shopping Center ■ Arterial Ca m mercial ■ Commercial Residential y� Sc uth Main Street Com in anti al District Government Center ■ Light Industrial ■ Heavy Industrial ■ Open space Land ' Metro East Overlay Zone ■ Professional Single -Family Residence ■ Two -Family Resid ence ■ Multiple -Family Residence Suburban Apartment ■ Residential -Estate ■ Specific Development No. 1 ■ specific Development No. 11 ■ Specific Development No. 12 ■ Specific Development No- 13 ■ Specific Development No. " ■ 5pecific Development No. 16 ■ specific Development No. 17 ■ specific Development No. 18 ■ Specific Development No- 19 ■ Specific Development No. 1 ■ 5pecific Development No. YO ■ specific Development No. 21 ■ Specific Development No. 25 ■ Specific Development No- 26 ■ Specific Development No. 27 ■ Specific Development ■ specific Development No.31 No. 32 ■ Specific Development W. 34 ■ Specific Development No- 35 ■ Specific Development No. 36 ■ Specific Development W. 38 ■ specific Development No. 39 ■ Specific Development No.4 ■ Specific Development No- 40 ■ Specific Development No. 41 ■ 5pecific Development No. 42 ■ specific Development No. 43 ■ Specific Development No.44 �■ Specific Development No-4E ■ Specific Development No. 48 ■ Specific Development W. 49 Zoning ZONECLASS I1lorwa*Q ra Iv1 I M1 C2 R1 R4 Al L4. rF I" 'lC �V' ; ( M1 M1 00�,M1 H Exhibit 3 - Vicinity Zoning and Aerial View D-City Council 9 500 feet A 21 - 94 12/6/2022 (c) 7n77 ninitAl Man Prnrlllrtc All rinhtc racarvari https://apps.spatialstream.com/landvision/production/CurrentBuild/Html/printpreview.html 1/1 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Site Photos City Council 21 — 95 12/6/2022 Page 1 of 5 +ti `� Yeti f Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Site Photos r City Council 21 — 97 12/6/2022 Page 3 of 5 y s aye m� � -�IMZV-IL WARRE N STRE ET _ IL - Iz - 4p.R L I i 1 . - ■ --L= qpp= -PW OR 1' Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com I I �IFUTURE LOCATION OF POWERLINES I I OVERHEAD POWER POLE 11' TO THE CLOSEST WIRE -- OVERHEAD POWER LINE — — — — — — — — — — — — — — — — — — — — — 3-HO----3-HO HO—..-3-HO----3-HO----3-HO----3-HOB---3- 3,Hp� P O P E R T Y BOUNDARY_ _Hp----3_Hp —3-HO----3-H0----3-H0----3- 3 HO ---_------------i 3-Ho—. 3-Ho .._3-Ho—..-3-HO T-0° , A DECICATION FOR UTILITY I SMNT Is � Z, W■ I , � I r/'� v! r—dT I W [Y-1I i■■■■il 11141 I►11►111 �%�Ill _ i►�i �'n Ell IX O� f►��i ...0 ----- - IN t�L,�l 1►��i�".II ■�o�i'�I �� rs H - �I ■ u ■H . m. ■ IIIIa� ■y I L■■�\I _� I■ui , j iliil�■�l mill m ■ � \III ® • ® 1 I ■1111,� . , 1 • ■1111.' 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I 9 1111.E IIIII� � 'I I_I iuulil�l � II■ ® '1" "1 �I rumJ® --, m 11- l III- IL�"I, I e H -II III ;;,J • � � • / • GIII: 0 hI� IGIIII 0 ' Q IG��r Ej 1 [ IIIII�IAI , , �� llll� 11111 ♦�II MINi PROPOSED - �1 ■l� ...II - L��1�w — _ ril�lll�lf - ma — p tj��lllllll ■rill All YI%I// - �iaaa�� ii1.110 - TRANSFORMER-ARY ENCLOSURE WaxMhigAon R E S I D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 717 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 II c� II II � II ow �a II 00 o li Q II II HO—•• W (n H l- _----J -- —�— T-0" -- SETBACK ADJACENT TO PARKING • r �c u ■ ® H ' � H . llll� s •1 • 1. 4110 H �■ IIII� � �� H ----------- • • Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 0 15 30 We ill 1 rnrKln PLAN 1 0 PLAN 2 0 PLAN 3 0 PLAN 4 0 OPEN SPACE FA] ACCESSIBLE UNIT FAF] AFFORDABLE UNIT A UNIT ENTRY [G-1 GAS METER LOCATION TRANSFORMER 15' X 15SIGHT DISTANCE TRIANGLES ■■■■■■■■■ ADA PATH OF TRAVEL aop _>r-abma - - IL " - �a al •��- j � I I SITE PLAN Al 000   City Council  21 – 100 12/6/2022   Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 40 949.851.2133 ktgy.com 771_A11 Warnim'gton R E S I D E N T I A L THIRD FLOOR, P1X OPTION 1 Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 971_R11 DECK 12'-6" x 4'-1" DINING 12'-9" x T-8" ------------------------- 17R UP PDR r-----------------I O -- PANT----------0oo- — �� OO KITCHEN ENO NO -- --- 15'-10" x 11'-Z' - - - - - - � L--------- -------------- 17R O O DN 00 71 - o0 -------------------------- A) LAUNDRY I \ I — — 6'-8" x 5'-6" I \ I ----------- - KITCHEN OPTIONAL X \ 10'-10" x 12'-5" 0 E DINING ZFA — - ° ° ° ° 8'-10" x 12'-5" ------------------- 17R DN PANTRY 717 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 17R UP po LIVING / DECK 11'-2" x 14'-0" 5'.2" x 14'.0" i SECOND FLOOR Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 N W 1 4 I N 2 BEDS /2.5 BATHS 271-611 r------------------------ r---- - - - - - - - - - - - - - - - -----i I I I IL I I I I I I I I I I I l r------- 7 I I 7-------- 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I L--1-----I---1 1 L—-----I--J I 1 I I I I I I I I I 1 F-1 I 1 1 r-1 I I 1 L-J I I 1 LJ I I I I I I 1 I I I I I I I 1 I I I I 1 1 1 1 I I I I I I 0'1' 11 11 I I 11 11 I V II V I P2 P1 Cri II I ,— I r----7 - I GJ I 1 1 I I 1 GARAGE I I GARAGE I I 11 10'-5" x 40'-2" 1 II 10'-5" x 40'-3" 1 I 1 I I 1 I I I 1 I I 1 I I I 1 I I 1 I I I I I I I 1 I I I 1 1 I I 1 I 1 I I 1 I 1 1 I 1 1 1 I I 1 I 1 I I I I 1 1 I 1 1 1 1 I 1 1 I I I 11 II 1 -------- II II 1 V V R P1 - GROSS SF 1 ST FLOOR 139 SQ. FT. 2ND FLOOR 579 SQ. FT. 3RD FLOOR 591 SQ. FT. TOTAL LIVING 1309 SQ. FT. DECK 57 SQ. FT. GARAGE 529 SQ. FT. P1 -NET SF 1ST FLOOR 115 SQ. FT. 2ND FLOOR 543 SQ. FT. 3RD FLOOR 549 SQ. FT. TOTAL LIVING 1208 SQ. FT. I I I I 0 2 4 8 17R UP Q U U w LU ❑ 1 P1 I ENTRY I I I I I I I I I I P2 PATIO 17R ENTRY 12'4' x 6'-8" 3 BEDS /2.5 BATHS P2 - GROSS SF 1 ST FLOOR 135 SQ. FT. 2ND FLOOR 671 SO. FT. 3RD FLOOR 685 SQ. FT. TOTAL LIVING 1491 SO. FT. DECK + PATIO 158 SQ. FT. GARAGE 458 SQ. FT. PLAN 1 & 2 UNIT PLANS FIRST FLOOR 0 1_ (D P2-NET SF 1ST FLOOR 119 SQ. FT. 2ND FLOOR 630 SQ. FT. 3RD FLOOR 643 SQ. FT. TOTAL LIVING 1393 SQ. FT. A3000   City Council  21 – 101 12/6/2022   Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 40 949.851.2133 ktgy.com 911_n11 THIRD FLOOR Warnim'gton R E S I D E N T I A L W v O Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 21'-0" 717 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 a SECOND FLOOR Plot Date 1st Submittal 2nd Submittal 3rd Submittal W v O 6/6/2022 12-16-2021 04-13-2022 06-06-2022 21'-0" r----------------------- I I I I I I I I ------7 I I I 1 I I 11 1 I L--A J----I-- I 1 I I I 1 I I I 1 I F __1 I 1 I L_IJ 11 GARAGE 1 I 20'-T x 22'-10" 1 I (20X20 CLEAR SPACE 1 I I 1 1 I 11 I 11 I V I 1 I 1 I L----------- --J--- , I I o I I I I I II II II II II II F II 16R \� UP I wl ❑ ENTRY I I I I 0 2 4 8 I I W I _ I � I O -- JIJI TANKLESS WATER HEATER DEN/ HOME OFFICE 10'-3" x 10'-0" PATIO FIRST FLOOR 3 BEDS + DEN/2.5 BATHS GROSS SF 1ST FLOOR 249 SQ. FT. 2ND FLOOR 691 SQ. FT. 3RD FLOOR 728 SQ. FT. TOTAL LIVING 1669 SQ. FT. GARAGE 484 SQ. FT. PATIO 0 -140 SQ. FT. DECK 72 SQ. FT. PLAN 3 UNIT PLANS NET SF 1 ST FLOOR 206 SO. FT. 2ND FLOOR 639 SQ. FT. 3RD FLOOR 684 SQ. FT. TOTAL LIVING 1530 SQ. FT. A301 0   City Council  21 – 102 12/6/2022   Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 go 949.851.2133 ktgy.com THIRD FLOOR Warrqm"gft R E S I D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 11'-111, 22'-8" 22'-8" 717 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 10'-9" SECOND FLOOR Plot Date 1st Submittal 2nd Submittal 3rd Submittal O N 6/6/2022 12-16-2021 04-13-2022 06-06-2022 N O W&.*i I I I I I I �- ----- I - - - - - - -7 I I I I 1 I I I 1 I I 1 I I I 1 I I 1 I I I 1 I I 1 II I 1 I I 1 II I 1 1 I 1 Y L------L---L-------� 1 I I 1 I l 0 1 I 1 I N I L _J 1 I I I 1 I 1 I I 1 1 1 I I 1 1 1 I GARAGE 1 I 1 I 21'-11" x 20'-4" 1 I 1 I (20X20 CLEAR SPACE) 1 I 11 11 21'-11" I--__---- I I P i i -STORAGE_ BATH 3 I 1 II II II Oil uil �—L r �I I DEN I OPT. BED 4 1 1 1 12'-9" x 10'-4" Iri=rc- I I 17R =X_ UP ---------------------------+[x—w—fit--- �� = =#, i i ENTRY L4re I II I_FF==rr- 1 I I_G1 1 1 I 11 G=-41 I , I I II ---------------- --------------------- 14'-8" 8'-0° I I I I 0 2 4 8 M. FIRST FLOOR 3 BEDS + DEN/OPT. BED 4 / 3.5 BATHS GROSS SF 1ST FLOOR 398 SQ. FT. 2ND FLOOR 767 SQ. FT. 3RD FLOOR 827 SQ. FT. TOTAL LIVING 1992 SQ. FT. GARAGE 472 SQ. FT. DECK 101 SQ. FT. PATIO 0 -140 SQ. FT. PLAN 4 UNIT PLANS NET SF 1 ST FLOOR 364 SQ. FT. 2ND FLOOR 720 SQ. FT. 3RD FLOOR 761 SQ. FT. TOTAL LIVING 1845 SQ. FT. A3020   City Council  21 – 103 12/6/2022   Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 40 949.851.2133 ktgy.com Waynim'gton R E S I D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 N O 22'-8" r-------------------------------I I I IL------------------ I I I I 0 2 4 8 FIRST FLOOR (ACCESSIBLE) PLAN 4 - ACCESSIBLE UNIT PLANS A3021   City Council  21 – 104 12/6/2022   w Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Wax��ton R E 5 1 D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1 - FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 2 - RIGHT 4 - LEFT Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 I I I 3rd Submittal: 06-06-2022 0 4 a 16 O MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. FIBERGLASS ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOf MOUNTED AC UNITS 13. DECK SCUPPERS 1(3� PLAN 4 PLAN 4 rei KEY PLAN - SCALE: 1/16"=1'-0" a NOTE: COLOR SCHEME 2 DEMONSTRATED ON ELEVATIONS 2-PLEX ELEVATIONS A2001   City Council  21 – 105 12/6/2022   TOP OF PARAPET I Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com FE7 Wax��ton R E 5 1 D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1 - FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 2 - RIGHT 4 - LEFT Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 I I I 3rd Submittal: 06-06-2022 0 4 a 16 MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. FIBERGLASS ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOf MOUNTED AC UNITS 13. DECK SCUPPERS Z ll------7r-------------------r--------- 19: KEY PLAN -SCALE: 1/16"=1'-0" NOTE: COLOR SCHEME 1 DEMONSTRATED ON ELEVATIONS 4-PLEX-A ELEVATIONS A201 1   City Council  21 – 106 12/6/2022   w Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com 4DWar��ton R E 5 1 D E N T I A L 10 Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1 - FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 �w Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 2 - RIGHT 4-LEFT 0 4 8 16 MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. FIBERGLASS ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOf MOUNTED AC UNITS 13. DECK SCUPPERS 3 PLAN 2 1 PL r------- Z-- -_-- f------- ---- -----_I-----_---_, ---_ ---- �I��I� -- __�v > v v v F__ -7 F__ -7 F__ -7 7-- -7 VI � H KEY PLAN -SCALE: 1116LL=1 L-OLL 19: NOTE: COLOR SCHEME 1 DEMONSTRATED ON ELEVATIONS 4-PLEX-B ELEVATIONS A2021   City Council  21 – 107 12/6/2022   r�� IF I pwr Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Wax��ton R E 5 1 D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1 - FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 �w 2 - RIGHT 4 - LEFT Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 I I I 3rd Submittal: 06-06-2022 0 4 8 16 MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. FIBERGLASS ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOf MOUNTED AC UNITS 13. DECK SCUPPERS PLAN 1 PLAN 2 - - - - ------ r------------ �I1`I I1 -_ � LI V V V V 'i- - � I V V KEY PLAN -SCALE: 1/16"=1'-0" 11 11 � r 1V1 101 NOTE: COLOR SCHEME 1 DEMONSTRATED ON ELEVATIONS 5-PLEX-A ELEVATIONS A2031   City Council  21 – 108 12/6/2022   r�� IF I pwr Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Wax��ton R E 5 1 D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1 - FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 �w 2 - RIGHT 4 - LEFT Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 I I I 3rd Submittal: 06-06-2022 0 4 a 16 MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. FIBERGLASS ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOf MOUNTED AC UNITS 13. DECK SCUPPERS PLAN 1 r---------- T------ 19: KEY PLAN -SCALE: 1/16"=1'-0" NOTE: COLOR SCHEME 1 DEMONSTRATED ON ELEVATIONS 5-PLEX-B ELEVATIONS A2.41   City Council  21 – 109 12/6/2022   Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 949.851.2133 ktgy.com Wax��ton R E 5 1 D E N T I A L Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 1-FRONT 3 - REAR '1 7 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 Plot Date: 6/6/2022 1st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 2 - RIGHT 4 - LEFT 0 4 8 16 MATERIAL LEGEND I. STUCCO, LIGHT SAND FINISH 2. FIBER CEMENT LAP SIDING, 6" EXPOSURE 3. VINYL WINDOWS 4. METAL AWNING 5. FLAT BAR METAL RAILING 6. fIBERGL0 ENTRY DOOR 7. FIBER CEMENT BUILDING TRIM 8. DECORATIVE EXTERIOR LIGHT 9. ILLUMINATED ADDRESS SIGN 10. METAL DECORATIVE COLUMNS 11. SECTIONAL METAL GARAGE DOOR 12. ROOF MOUNTED AC UNITS 13. DECK SCUPPERS - - - - - - - - - --------- 19: on KEY PLAN -SCALE: 1/16"=1'-0" NOTE: COLOR SCHEME 2 DEMONSTRATED ON ELEVATIONS 5-PLEX-C ELEVATIONS A2051   City Council  21 – 110 12/6/2022   6.I It rOw T1T1ry!�?V=.�." �14 ' �.. � X2.'e ?' • _ ' . �' '- . a ; _ : � .ter:,t# p��' . c FMT � ,�+• �� R %=- �i.,�r `• ' `r�F - .. •� `.y �� vie � �-r-.�., r e.. „+ %. 1 JO� L • 1�A • r - �y 1 •e•rc• - �.'' �'77 ._ .. '. ,- .. - •p,�-°r'TK'r 'pT.e-!^"'iFM,[rv'.' - . � r , ft- dw . - . - I -�. 1� r4ft. �i' \ r I f �• . �.r •Al'.R . 0 Illf •.+. - - _ � ,gip,-��rtt-r- _ -:. r 5..�,+- y r ` � � • ��.'` . \ •.y'�. ?ti • .Y • A i• - .r'3" � ?j1j• . �..• i, � j Yy� �,itit `.- .. � _ •yam V L �T�'-- � �%' F•' •,: y 'S-. - :y !y '�+: +�•:' ;�� s„',"'s:a ~ L f L- r L, �'�� - "� �' � • �. _ � -�t "'- ^' .� '�.[ i Sys r - - e�7b _ �ti�i II i —!",mr-rr-.•ea r rrr•..•r •�, ." .-'.wr• r r - . - -. IYP'! VrC{•rA■■11 ri/I �SrwTr�•rwa�•r•Ihn •rev•r n• �l rn lrFr 'n•rrnwr 1lTl, r�t�.lrrli .'r •'r�r-r !• •r e, s s.Pe•,ryn,nr .-e,.�3'.[r ,•.rr•!T"'AI' .nr r•ma /sl4r � � nn'-!v� r'rrrrn �►n'r.P a'a•.•"r: ...- , �. r , r.. r . r .. � �+{' I R A�� ++'N�•'7 A JIYtiC"'l„11wM11�P'/1,r1An♦ � L'r 'rwrT h,",„IPIR(r7,lgrr.%r A...r AI•Kf+Lh• P!#!!!r7 �r rT,•!•%f•%}+}k•: ,•I•,:l'' r f,',.,i l.w•'j �.M...l, a !4iY71.^n.f..�/.1'w.i.T1LlJ.'�r►P"'H'A•I'�?�'f•�%r1•4 r-ITeVr: -•T••I.�•' r.• h^ tea^a-,r J.�-r ie-[r.r.. r•-l-ir , c r•t r,.. i:tYYrrntnw" fln '- i' � -n r, ��r f.,r .:f1 r!�! i r'f.'. .. r.. � .. f r. _i tr:i7-�1'f-.. • ii ice. .,r ,-[ ,--.�I""!-F•.�'!w ! r.r • i_. .. .rr j-. Oiq C61Mol1; n 0 Aiwkr, Orr -N -4W low - OR NIL Aw ,wow Ali: moo -tr .4. 4k L .'r Wf A' jK %K %L A _YEN STREET lum .ems � •r '��' -�. �'ti- -tl� �4 :rwgf- mL , -IF 4E 40 dr ON Ak 4r FW -v -MEMO Z 77 W BODY COLOR 1 SW 7077 ORIGINAL WHITE FIBER CEMENT LAP SIDING SW 9182 ROJO MARRON WINDOW FRAME WHITE GARAGE DOOR 2 SW 6076 TURKISH COFFEE 1. 7. 10. COLOR SCHEME 1 BODY COLOR 2 SW 0023 PEWTER TANKARD ENTRY 1 SW 2837 AURORA BROWN AWNING, METAL RAILING, FIBERCEMENT TRIM SW 7645 THUNDER GRAY Architecture + Planning 17911 Von Karman Ave, Suite 200 Irvine, CA 92614 0 949.851.2133 ktgy.com 5. COMPOSITE TYPE 4-PEEK A Waymnigton R E 5 1 D E N T I A L BODY COLOR 3 SW 9182 ROJO MARRON ENTRY 2 SW 2861 AVOCADO GARAGE DOOR 1 SW 7645 THUNDER GRAY Warmington Residential 3090 Pullman Street Costa Mesa, CA 92626 714.434.4439 3. 717 S. LYON STREET SANTA ANA, CA KTGY # 2021-0430 BODY COLOR 1 240 JET GREY OMEGA STUCCO FIBER CEMENT LAP SIDING SW 2807 ROOKWOOD MEDIUM BROWN WINDOW FRAME WHITE GARAGE DOOR 2 SW 6076 TURKISH COFFEE 1. 7. 10. Plot Date: 6/6/2022 1 st Submittal: 12-16-2021 2nd Submittal: 04-13-2022 3rd Submittal: 06-06-2022 COLOR SCHEME 2 BODY COLOR 2 SW 7077 ORIGINAL WHITE 2. ENTRY 1 SW 7604 SMOKY BLUE 5. AWNING, METAL RAILING, FIBERCEMENT TRIM SW 7645 THUNDER GRAY COMPOSITE TYPE 4-PLEX A 1 1 1 I 0 4 8 16 BODY COLOR 3 SW 2807 ROOKWOOD MEDIUM BROWN ENTRY 2 SW 2861 AVOCADO GARAGE DOOR 1 SW 7645 THUNDER GRAY COLOR AND MATERIAL BOARD 3.   City Council  21 – 113 12/6/2022   I*: 44,121u] 1. ENHANCED PAVING 11. ADA PARKING DRIVEWAY 12. SLIDING ENTRY GATE 2. CROSS WALK 13. MONUMENT SIGN WALL 3. ASPHALT DRIVE 14. PICNIC LOUNGE PAVILION 4. 5' CONCRETE WALK 15. FOCAL PARK TREE 5. PRIVATE PATIO 16. CLUSTER MAIL BOX UNITS 6. TRASH ENCLOSURE 17. FIRE PIT LOUNGE AREA 7. RESIDENCE 18. LAWN AREA 8. PASEO 19. PICNIC TABLE WITH BBQ 9. EXISTING BLOCK PERIMETER 20. COMMUNITY TUBE STEEL WALLS TO REMAIN FENCE 10. GUEST PARKING TREE PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE WUCOLS QTY SHRUB PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE SPACING WUCOLS QTY ABELIA GRANDIFLORA'PROSTRATE'l GAL. PROSTRATE GLOSSY ABELIA 4' O.C. M AEONIUM 'SALAD BOWL 1 GAL. 18" O.C. VL SALAD BOWL AEONIUM AEONIUM 'ATROPURPUREUM' 1 GAL. 18" O.C. VL PURPLE AEONIUM AGAVE 'BLUE GLOW' 5 GAL. 24" O.C. VL AGAVE AGAVE'BLUE FLAME' 5GAL. 36"O.C. VL BLUE FLAME AGAVE ALOE STIADA 1 GAL. 24" O.C. L CORALALOE ALOE LITTLE RED RIDING HOOD' 1 GAL. 18" O.C. L ALOE RUDIKOPPE BOUGAINVILLEA G.'LA JOLLA' 5GAL. 36"O.C. L LA JOLLA BOUGAINVILLEA CALLISTEMON'LITTLE JOHN' 5GAL. 36"O.C. L DWARF BOTTLE BRUSH it CAREX DIVULSA 1 GAL. 24" O.C. L BERKELEY SEDGE i CARISSA M.'GREEN CARPET 5 GAL. 30" O.C. M E NATAL PLUM CASSULA ARBORESCENS 5 GAL, 24" O.C. M SILVER JADE PLANT DIANELLATASMANICA 5GAL. 24" O.C. M FLAX LILY DODONEA VISCOSA'PURPUREA' 24" BOX VO.C. L HOPSEED BUSH GREVILLEA LANIGERA'PROSTRATE' 1 GAL. 30" O.C. L PROSTRATE WOOLLY GREVILLEA LANTANA CAMARA'NEW GOLD' 1GAL. 36"O.C. L E LANTANA i LIGUSTRUM J.'TEXANUM' 5GAL. 18" O.C. M JAPANESE PRIVET i MYOPORUM PARVIFOLIUM 1 GAL. 36"O.C. L MYOPORUM NANDINA DOMESTICA 5GAL. 36"O.C. M 'NANA PURPUREA' DWARF NANDINA PITTOSPORUM T.'VARIEGATA' 15GAL. 36"O.C. M VARIEGATED TOBIRA PRUNUS CAROLINIANA'COMPACTA'24"BOX 30"O.C. L COMPACT CAROLINA CHERRY RHAPHOILEPIS UMBELLATA 5GAL, 36"O.C. L YEDDA HAWTHORN RHAPHOILEPIS CLARA 5GAL. 36"O.C. L CLARA HAWTHORN ROSMARINUS O.'PROSTRATUS' 1GAL. 18" O.C. L ROSEMARY ROSMARINUS O.'TUSCAN BLUE' 5 GAL. 18" O.C. L ROSMARY SENECIO MANDRALISCAE 1GAL. 12"O.C. L CHALK STICKS TEUCRIUM CHAMAEDRYS 1 GAL. 24" O.C. L GERMANDER TRACHELOSPERMUM JASMINOIDES1 GAL. 24" O.C. M STAR JASMINE TULBAGHIAVIOLACEA 1GAL. 24" O.C. M SOCIETY GARLIC WESTRINGIA FRUTICOSA 1 GAL. 4' O.C. L COAST ROSEMARY FESTUCA ELATIOR SOD SOD H MARATHONII PERCENTAGE OF LANDSCAPE AREA CALCULATION ON SITE AREA PROPERTY BOUNDARY 100,487 SQ. FT. LANDSCAPE AREA PLANTING AREA 14,917 SQ. FT. 21. EXISTING PERIMETER WALL TURF AREA 588 SQ. FT. PERCENTAGE OF SITE AREA TO BE REMOVED AND TOTAL LANDSCAPE AREA =15,485 SQ. FT. REPLACED WITH 6' HIGH LANDSCAPE AREA PROPOSED= 16% SOLID MASONRY WALL 21 I � fT SCALE. 1"- z+ '6�2 S 717 S. LYOUCS`TIREET Preliminary Landscape Plan [611all Concept Plan I] N M-T-...I.N E,ao� NORTH 0 20 40 60 80 M Warmington Homes I Santa Ana, CA I December 16, 2021 L1 H W W H N Z O } 717 S. LY01USNEET I Preliminary Landscape Plan fin -IN Park Enlargement Warmington Homes I Santa Ana, CA I December 16, 2021 LEGEND 1. ENHANCED PAVING DRIVEWAY 2. CROSS WALK 3. ASPHALT DRIVE 4. 5' CONCRETE WALK 5. PRIVATE PATIO 6. TRASH ENCLOSURE 7. RESIDENCE 8. PASEO 9. EXISTING BLOCK PERIMETER WALLS TO REMAIN 10. GUEST PARKING 11. ADA PARKING 12. SLIDING ENTRY GATE 13. MONUMENT SIGN WALL 14. PICNIC LOUNGE PAVILION 15. FOCAL PARK TREE 16. CLUSTER MAIL BOX UNITS 17. FIRE PIT LOUNGE AREA 18. LAWN AREA 19. PICNIC TABLE WITH BBQ 20. COMMUNITY TUBE STEEL FENCE 21. EXISTING PERIMETER WALL TO BE REMOVED AND REPLACED WITH 6' HIGH SOLID MASONRY WALL ® SCALE:1" 1 Va NORTH 0 10 20 w m H W a O Ix a 717 S. LY01USNEET I Preliminary Landscape Plan po-cll $ark Enlargement Warmington Homes I Santa Ana, CA I December 16, 2021 LEGEND 1. ENHANCED PAVING DRIVEWAY 2. CROSS WALK 3. ASPHALT DRIVE 4. 5' CONCRETE WALK 5. PRIVATE PATIO 6. TRASH ENCLOSURE 7. RESIDENCE 8. PASEO 9. EXISTING BLOCK PERIMETER WALLS TO REMAIN 10. GUEST PARKING 11. ADA PARKING 12. SLIDING ENTRY GATE 13. MONUMENT SIGN WALL 14. PICNIC LOUNGE PAVILION 15. FOCAL PARK TREE 16. CLUSTER MAIL BOX UNITS 17. FIRE PIT LOUNGE AREA 18. LAWN AREA 19. PICNIC TABLE WITH BBQ 20. COMMUNITY TUBE STEEL FENCE 21. EXISTING PERIMETER WALL TO BE REMOVED AND REPLACED WITH 6' HIGH SOLID MASONRY WALL ®SCALE: 1" — 1 12 NORTH 0 10 20 w m Sw _ anx w0. e�(aas��uiaae FD GEAR SPIKE & WASHER STAMPED SANTA ANA SURVEY, NO REF. 0 TITLE INFORMATION: 00 THE FOLLOWING TITLE INFORMATION WAS DERIVED FROM A PRELIMINARY TITLE REPORT ISSUED BY FIRST AMERICAN TITLE COMPANY, ORDER NO.: NHSC-6629630 (29) DATED JUNE 24, 2021. ® DENOTES PLOTTED ITEM. O AN EASEMENT FOR ELECTRIC LINES CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED SEPTEMBER 23, 1963 AS BOOK 6728, PAGE 662 OF OFFICIAL RECORDS. AN EASEMENT FOR EITHER OR BOTH UNDERGROUND LINES, CONDUITS, INCLUDING ABOVE -GROUND PURTENANT FIXTURES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AS BOOK 9812, PAGE 266 OF OFFICIAL RECORDS. (TO B E REMOVED) BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N80°43'39"E BETWEEN CALIFORNIA SPATIAL REFERENCE CENTER, CSRS, CONTINUOUSLY OPERATING REFERENCE STATIONS, CORS, "SACY" AND "OEOC". WARREN % DATUM STATEMENT: -STREET I ALL COORDINATES SHOWN HEREON ARE GRID VALUES BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE VI, NORTH AMERICAN DATUM OF 1983, 2017.50 EPOCH, NAD83(2011), IN ACCORDANCE WITH THE FD GEAR SPIKE &WASHER CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819. ALL DISTANCES SHOWN HEREON ARE GROUND VALUES STAMPED SANTA ANA SURVEY UNLESS OTHERWISE NOTED. A GENERALIZED COMBINATION SCALE FACTOR OF 0.9999789205 WAS USED FOR THIS - - PROJECT AT NORTHING 2216299.472, EASTING 6077135.441. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINATION SCALE FACTOR. BENCHMARK STATEMENT: OC PUBLIC WORKS BENCHMARK NO. SA-257-70 ELEV: 116.849' (NAVD88) DESCRIBED AS: DESCRIBED BY OCS 2003 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-257-70", SET IN THE TOP OF A 6 IN. CONCRETE POST. MONUMENT IS LOCATED ALONG THE EASTERLY SIDE OF LYON STREET, 0.4 MILES SOUTHERLY OF THE CENTERLINE OF FIRST STREET, 42 FT. EASTERLY OF THE CENTERLINE OF LYON STREET AND 7.6 FT. SOUTHERLY OF A FIRE HYDRANT. MONUMENT IS SET 0.1 FT. LOWER THAN THE GROUND. FLOOD NOTE: THE SUBJECT PROPERTY FALLS WITHIN "ZONE X - AREA OF MINIMAL FLOOD HAZARD" PER FEMA MAP NO. 06059CO276J, NOT PRINTED, EFFECTIVE DECEMBER 3, 2009. LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT "I" OF THE STAFFORD AND TUSTIN TRACT, AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGES 618 AND 619 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF LOT "I" OF THE "STAFFORD AND TUSTIN TRACT" AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGE 618 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, SAID POINT BEING 862.54 FEET SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT "I", BEING ALSO THE SOUTHWEST CORNER OF THE TRACT CONVEYED TO PACIFIC ELECTRIC RAILWAY COMPANY BY DEED RECORDED JANUARY 29, 1918 IN BOOK 317, PAGE 340 OF DEEDS; RUNNING THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT CONVEYED TO THE PACIFIC ELECTRIC RAILWAY COMPANY, 398.43 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER THEREOF, SAID POINT BEING ALSO IN THE EAST LINE OF LANDS CONVEYED TO J. J. VAN WYK BY DEED RECORDED APRIL 28, 1916 IN BOOK 273, PAGE 137 OF DEEDS; RUNNING THENCE SOUTH ALONG SAID EAST LINE, 246.275 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE WEST 398.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE NORTH 247.085 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPTING THEREFROM, THAT PORTION OF SAID LOT "I" AS DESCRIBED IN DEED TO THE CITY OF SANTA ANA, RECORDED SEPTEMBER 28, 1971 IN BOOK 9822, PAGE 341 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. PROPOSED EASEMENT ❑1 EMERGENCY VEHICLE, TRASH COLLECTION, AND PUBLIC UTILITY EASEMENT ABBREVIATIONS: AC ASPHALTIC CONCRETE WILY NORTHERLY CENTER LINE NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE CIF CURB FACE PCC PORTLAND CEMENT CONCRETE C&G CURB & GUTTER PL PROPERTY LINE CLF CHAINLINK FENCE PP POWER POLE DW DOMESTIC WATER PROP PROPOSED EA EACH R RADIUS E'LY EASTERLY RCP REINFORCED CONCRETE PIPE ESMT EASEMENT R/W RIGHT OF WAY EX EXISTING S SOUTH FF FINISHED FLOOR ELEVATION SD STORM DRAIN FG FINISHED GRADE SF SQUARE FEET FL FLOW LINE S'LY SOUTHERLY FW FIRE WATER SS SANITARY SEWER FS FINISHED SURFACE S/W SIDEWALK GFF GARAGE FINISHED FLOOR TC TOP OF CURB HP HIGH POINT TG TOP OF GRATE INV INVERT TW TOP OF WALL MH MANHOLE TYP TYPICAL MIN MINIMUM WILY WESTERLY MISC MISCELLANEOUS WM WATER METER 30 15 0 30 SCALE: 1 " = 30' SFN PRORATED PE TR 5457 30.00' --- I` I I N I N N VESTING TENTATIVE TRACT MAP NO. LOT 1 FOR CONDOMINIUM PURPOSES CITY OF SANTA ANA, COUNTY OF ORANGE STATE OF CALIFORNIA CHESTNUT AVENUE 349.14 SFN NE CORNER OF TRACT 5457 PRORATED PER TRACT 5457 FD GEAR SPIKE & WASHER STAMPED SANTA ANA SURVEY N89°43'48"W 1651.23 v Oo° OWNER NOT AVAILABLE FROM COUNTY 545-599 S. LYON ST. APN: 402-061-08 EX. P/L S89°36' 15"E 405.76' T7 7- x118.1 x118.2 X1 17.6 . ... . I I ( I I x118.5 EX. STRUCTURE I I x117 TO BE REMOVED I I I I I x117.7 , I 6 x117. <<17 ) U� I I I I I x117.7 I I x118.4 W CDCD � r - N N �J - -I-----------� 7 3' o .ten F - 43' 30' z CDI I I I 7 R/W x117.2 I I DE ICATION I LJ I 6.6 L -1 EX. STRUCTURE TO BE REMOVED W EX. R/W H PROP. R/W I N Z x117.2 O I J (rul. I I. Y 30.00' FD BOAT SPI & WASHER ILLEG. DN 0.3' PEI PMB 37/37 I I I I I I I I FD GEAR SPIKE & WASHER STAMPED SANTA ANA SURVEY PER CR 2017-1425 0 N N N NORMANDY PLACE ____ FD 3" BRASS DISK WITH "+" I IN WELL - 1.5:: MCFADDEN AVENUE PER CR 20071520 III LOT 1 x117.3 I I 7T �T+, I 717 S. LYON ST. --- --- ----Z APN: 402-061-03 x116.4 S89°40'19"E 406.81 EX. P/L BDP LAS FUENTES LLC 727 S. LYON ST. APN: 402-051-10 tto 17.2 x1H7.1 < I � � � � I <\ , < . 19195 FD 2" BRASS CALIFORNIA DIVISION OF HIGHWAYS DISK MAINSTREET IN WELL, DIN 1.2' PER CR 2016-0032B 392.40' - - 826.90 NE CORNER OF LOT I PRORATED PER TRACT 5457 of r 0 0 CO EX. P/L -I SFN PRORATED PER TR 5457 TUSTIN PARC LP 16282 E MAIN ST APN: 402-061-02 c _ � 392.42' f - I ` NO SEARCH \ 1 _ AREA INACCESSIBLE \ o � <., C), e ` > \ N I 0 Ln .° o 01 i 22' I I I FD PUNCHED BOLT SPIKE & WASHER ILLEG. DIN 0.10 PER PMB 37/37 VICINITY MAP N.T.S. VESTED OWNER: ORANGE COUNTY ELECTRICAL JOINT APPRENTICESHIP TRUST, STEPHEN BROWN, TRUSTEE, SUBJECT TO EXCEPTION NO. 6. ADDRESS: DEVELOPER/SUBDIVIDER: 717 SOUTH LYON STREET WARMINGTON RESIDENTIAL SANTA ANA, CA 92705 3090 PULLMAN STREET COSTA MESA, CA 92626 LAND AREA: ARCHITECT: GROSS: 2.30 AC (100,231 SF) KTGY ARCHITECTURE & PLANNING NET: 2.26 AC (98,482 SF) 17911 VON KARMAN AVENUE, SUITE 200 IRVINE, CA 92614 A e% r� r• e% r% ^ r% r% 1 r% ^ r• 1 \ 1 /1 (949) 851-2133 402-061-03 PROPOSED NO. OF LOTS: 1 LOT FOR CONDOMINIUM PURPOSES UTILITY PURVEYORS & SERVICES: WATER: CITY OF SANTA ANA WATER DEPARTMENT PH. (714) 647-3341 SEWER: CITY OF SANTA ANA PUBLIC WORKS PH. (714) 647-5690 ELECTRIC: SOUTHERN CALIFORNIA EDISON PH. (800) 655-4555 GAS: THE SOUTHERN CALIFORNIA GAS COMPANY PH. (800) 427-2200 TELEPHONE: AT&T PH. (800) 255-5288 CABLE TV: TIME WARNER CABLE PH. (800) 961-9941 SCHOOL DISTRICT SANTA ANA UNIFIED SCHOOL DISTRICT PH. (714) 558-5501 FIRE PROTECTION: ORANGE COUNTY FIRE DEPARTMENT PH. (714) 573-6100 SHEET INDEX: SHEET 1 - TENTATIVE TRACT MAP TITLE SHEET SHEET 2 - PRELIMINARY SITE PLAN SHEET 3 - PRELIMINARY GRADING & UTILITY CIVIL ENGINEER: C&V CONSULTING, INC. %30 IRVINE CENTER DRIVE IRVINE, CA 92618 T. 949.916.3800 F. 949.916.3805 CVC-INC.NET PREPARED UNDER THE SUPERVISION OF: DANE P. MCDOUGALL, P.E. 80705 DMCDOUGALL®CVC- INC. NET M�O06e Fy\ * C 80705 civil- _J�Q� &nesp; City Council  21 – 117 12/6/2022   I FrFNn. ;�Is0101*4 it a -- EXISTING BOUNDARY PROPOSED BOUNDARY SETBACK - - - - - EXISTING LOT LINE EXISTING WALL PROPOSED WALL SIGHT DISTANCE TRIANGLE �- 15 -i PROPOSED TURF PROPOSED PCC PAVEMENT 1069nek, I 004101A2\�l1m 91 X UNIT NUMBER UNIT TYPE PRELIMINARY SITE PLAN VTTM 19195, LOT 1 FOR CONDOMINIUM PURPOSES CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA WARR )(, ;T3 GENERAL INFORMATION: 1. DATE OF PREPARATION: DECEMBER 15, 2021 2. DATE OF SURVEY: AUGUST 08, 2021 3. GROSS LOT AREA: 2.3 ACRES/100,231 SQUARE FEET NET LOT AREA: 2.26 ACRES/98,482 SQUARE FEET 4. EXISTING ZONING: (Al) GENERAL AGRICULTURAL 5. PROPOSED LAND USE: HARBOR MIXED USE TRANSIT CORRIDOR PLAN. 6. CONTOUR INTERVAL IS 1 FOOT. 7. ALL DIMENSIONS ARE APPROXIMATE. 8. ALL IMPROVEMENTS REQUIRED BY THE CITY OF SANTA ANA SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY ENGINEER. 9. ONSITE SANITARY SEWER SYSTEM SHALL BE PRIVATE. ALL PROPOSED PUBLIC AND PRIVATE SEWER PIPE MATERIAL SHALL CONSIST OF PVC (SDR 26) OR APPROVED EQUAL WITH BEDDING AND BACKFILL PER CITY STANDARDS. 10. ON -SITE PROPOSED DOMESTIC WATER SHALL BE PRIVATE WITH PUBLIC INDIVIDUAL WATER METERS. WATER METER VAULTS AND CITY OWNED WATER METERS WILL BE PLACED WITHIN A PUBLIC UTILITY EASEMENT IN FAVOR OF THE CITY OF SANTA ANA. ALL PROPOSED PUBLIC AND PRIVATE WATER PIPE MATERIAL SHALL CONSIST OF PVC C-900 (DR 14)) OR APPROVED EQUAL WITH BEDDING AND BACKFILL PER CITY STANDARDS. 9. ONSITE STORM DRAIN SYSTEM SHALL BE PRIVATE. ALL PROPOSED PRIVATE STORM DRAIN PIPE MATERIAL SHALL CONSIST OF HDPE (ADS N-12WT) AND PVC (SCH 40) OR APPROVED EQUAL WITH BEDDING AND BACKFILL PER CITY STANDARDS AND MANUFACTURER'S SPECIFICATIONS. 10. ONSITE DRIVEWAYS/ALLEYS SHALL BE PRIVATE WITH PUBLIC NON-EXCLUSIVE EASEMENT FOR VEHICULAR ACCESS, ACCESS RIGHTS IN, OVER, ACROSS UPON AND THROUGH SAID TRACT IN FAVOR OF CITY OF SANTA ANA. 11. THE PROJECT IS LOCATED IN FLOOD ZONE X PER FEMA COMMUNITY PANEL NO. PANEL 256 OF 539 MAP NO. 06059CO276J. 12. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT). 13. THIS PROJECT WILL REQUIRE FILING, PROCESS, AND RECORDING OF CC&R'S FOR THE MAINTENANCE AND THE COST SHARING RESPONSIBILITY OF THE FUTURE COMMON UTILITY FACILITIES SERVING THIS SITE, INCLUDING BUT NOT LIMITED TO PRIVATE WATER, FIRE, AND SEWER SYSTEMS. 14. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY THE ENVIRONMENTAL & TRANSPORTATION ADVISORY COMMITTEE (ETAC). THEREFORE, PROVIDE TO THE CITY OF SANTA ANA A LETTER REQUESTING THE REMOVAL OF EXISTING TREE(S) THAT CONFLICTS WITH THE PROPOSED IMPROVEMENTS. THE CITY WILL PRESENT THE INFORMATION TO THE ETAC COMMITTEE FOR ACTION. 15. DEDICATION REQUIRED TO THE CITY OF SANTA ANA FOR AN EXCLUSIVE SUB -SURFACE, NON-EXCLUSIVE SURFACE UTILITY EASEMENT FOR WATER METER PURPOSES. 16. ONSITE WATER SYSTEM TO BE SIZED PER CITY ORDINANCE AND PLUMBING CODE. 17. THE BMPS, SHOWN ON THE APPROVED SITE PLAN ARE ONLY PRELIMINARY AND WILL BE REVISED OR MODIFIED AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR TO THE ISSUANCE OF THE GRADING PERMIT, THE APPROVED GRADING/UTILITY PLAN SHALL INCORPORATE ALL REQUIRED STRUCTURAL BMPS 18. ALL PROPOSED IMPROVEMENTS AS SHOWN HEREON TO BE CONSTRUCTED AND INSTALLED BY SUBDIVIDER/DEVELOPER, AND/OR AT THE SUBDIVDIER/DEVELOPER'S EXPENSE IN ACCORDANCE WITH THE CITY DESIGN STANDARDS AND SPECIFICATIONS, THE SANTA ANA MUNICIPAL CODE, APPROVED STREET IMPROVEMENT PLANS AND REQUIREMENTS OF THE STATE OF CALIFORNIA SUBDIVISION MAP ACT. 19. APPROPRIATE PRIVATE BACKFLOW PREVENTER REQUIRED FOR ALL FIRE SERVICE, DOMESTIC, AND LANDSCAPE WATER METER PER GRADING AND STREET IMPROVEMENT PLANS. 20. INSTALL 24" BOX TREES PER THE CITY STANDARDS AND APPROVED PLAN, AS NEEDED. 21. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT). 22. THE BMPS, SHOWN ON THE APPROVED SITE PLAN ARE ONLY PRELIMINARY AND WILL BE REVISED OR MODIFIED AS NECESSARY UPON COMPLETION OF THE WQMP. PRIOR TO THE ISSUANCE OF THE GRADING PERMIT, THE APPROVED GRADING/ UTILITY PLAN SHALL INCORPORATE ALL REQUIRED STRUCTURAL BMPS. RESIDENTIAL PROJECT SUMMARY TOTAL SITE AREA GROSS: 2.30 AC (100,231 SF) NET: 2.26 AC (98,482 SF) PLAN SUMMARY 8 PL 1 ® 1,208 SF 2 BEDS/ 2.5 BATH 8 PL 2 ® 1,393 SF 3 BEDS/ 2.5 BATH 22 PL 3 @ 1,530 SF 3 BEDS+DEN/ 2.5 BATH 13 PL 4 ® 1.895 SF 3 BEDS+DEN (OPT. BED 4)/ 3.5 BATH 51 UNITS TOTAL *10% ACCESSIBLE UNITS: 5 UNITS REQUIRED PARKING SUMMARY (PER STATE DENSITY BONUS REQUIREMENTS) 38 U ® 1.5 STALLS 57.0 13 U ® 2.5 STALLS 32.5 90 STALLS REQUIRED PROVIDED PARKING SUMMARY (PER STATE DENSITY BONUS REQUIREMENTS) 102 GARAGES 3 GUEST 105 TOTAL STALLS PROVIDED *1 ADA STALL INCLUDED (2.1 STALLS/UNIT PROVIDED) PROVIDED COMMUNAL BICYCLE SPACES 51 UNITS/ 5 = 11 SPACES REQUIRED OPEN SPACE COMMON 15% X 2.3AC 15,028 SF PRIVATE 51 X 90SF/DU 4,590 SF TOTAL 19,618 SF PROVIDED OPEN SPACE COMMON 6,949 SF PRIVATE 10,841 SF TOTAL 17,790 SF BUILDING SETBACKS FRONT: 8' MAX. SIDE YARD: 7' MIN. REAR YARD: 7' MIN. PROPOSED EASEMENT EMERGENCY VEHICLE, TRASH COLLECTION, AND PUBLIC UTILITY EASEMENT EXISTING EASEMENTS 3OAN EASEMENT FOR ELECTRIC LINES, CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED SEPTEMBER 23, 1963 AS BOOK 6728, PAGE 662 OF OOFFICIAL RECORDS. 5 AN EASEMENT FOR EITHER OR BOTH UNDERGROUND LINES, CONDUITS, INCLUDING ABOVE -GROUND APPURTENANT FIXTURES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AS BOOK 9812, PAGE 266 OF OFFICIAL RECORDS. (TO BE REMOVED) 20 10 0 20 SCALE: 1 " = 20' >_ 0 10 12 N 00 N N N N 75 City Council  21 – 118 12/6/2022   1 Cr`CA1n. CENTERLINE -- EXISTING BOUNDARY PROPOSED BOUNDARY SETBACK - - - - - EXISTING LOT LINE EXISTING WALL PROPOSED WALL SIGHT DISTANCE TRIANGLE -- 15 -i PROPOSED TURF PROPOSED PCC PAVEMENT PROPOSED DECORATIVE PAVEMENT ADA PATH OF TRAVEL X UNIT NUMBER UNIT TYPE 1 111 I 11 1 1 I m > 117. a U WARD S EET U o 1 C � v I <L: I / y E. (T � I � I1 (T -� C c Q PROP CUR B � CITY ST 110& 1 04 � ER � cal Q I I PROPOSED IMPROVEMENTS: ALL PROPOSED IMPROVEMENTS AS SHOWN HEREON TO BE CONSTRUCTED AND INSTALLED BY SUBDIVIDER DEVELOPER, AND/OR AT THE SUBDIVDIER/DEVELOPER'S EXPENSE IN ACCORDANCE WITH THE CITY DESIGN STANDARDS AND SPECIFICATIONS, THE SANTA ANA MUNICIPAL CODE, APPROVED STREET IMPROVEMENT PLANS AND REQUIREMENTS OF THE STATE OF CALIFORNIA SUBDIVISION MAP ACT. 212113111F1:�'�el'.L1171�[e��ilj�l�l�'m,�_1►1 VTTM 19195, LOT 1 FOR CONDOMINIUM PURPOSES CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF LS 1.5' l w LL- V¢ c� z i 0 m CALIFORNIA MNII rRur. 0 3URrmly RETAINING WALL I 2.5' WALK LS WALK 5' 1.5' 5' 26' PRIVATE DRIVE AISLE/ a FIRE LANE/PUBLIC `` UTILITY EASMENT z 13' 13' i o 2% 2.0% 2.0% 2% CURB\ GUTTER PROP. 6" CURB TYPICAL DRIVE AISLE SECTION A -A 1 "=10' HOR EX. MIN 10.5'REEN OP. TAINING/ WALL SCREEN WALL LEX�.GRADE g 7'EX. z REMAIN) LS(TO 5% MIN m 10% MAX %Mrim 1 PROP. DRAINAGE SWALE SOUTH R SECTION B-B 1 "=10' HOR VARIES q VARIES 3.8'-4.4' 26' 3.8'-4.4' J/ PRIVATE ALLEY U / i Z 10' 10' 0 J m 2.0% 2.0% VARIES 2%-10%I I II I IILI ICI lJl I� =� �1 , PROP. DRIVEWAY -i i i. 1-i1, PROP. 4 PROP. 0" CURB WEDGE CURB VARIES 2%-10% PROP. DRIVEWAY TYPICAL ALLEY SECTION C-C 1 "=10' HOR EX. j EX. PROP. S. LYON R/W STREET 30' 1 R/W 1 22' — EX. AC (2.0%) — EX. 6" CURB & GUTTER EX. 8' 1 7' R/W SIDEWALK IDEDICATIONI I PROP. } LS r � I 2.00% S. LYON STREET WEST R SECTION D-D 1 "=10' HOR EX. 10.5'-14.5' R 9.5'-22' VARIESLLJ LS i c� z 0 5 2.0% i m L PROP. SIDEWALK PROP. DRAINAGE SWALE PROP. FENCE VARIES Ld 3.5' 4.25' 3.25' LE LS S/W LS 0 z w� m MAX vvi�' U PROP. _RETAINING/ :I I L-1 I I III- —I SCREEN WALL PROP. DRAINAGE y SWALE EAST R SECTION E-E 1 "=10' HOR 5 26' S/W PRIVATE DRIVE AISLE/ EVA & PUBLIC UTILITY EASEMENT 13' 13, i 18' 5' 27' w PARKING S/W LS/ OPEN SPACE AREA z 2.0% 2.0% I 2.0% — — — I I _ 1 I II I III I I II II I II I II I II I II I I=1 I II II I I _III 111 Ii lI I I� I I I III 1-1 11-1 11=1 11= PROP. 6" CURB PROP. 3' PROP. 6" CURB CONCRETE GUTTER TYPICAL DRIVE AISLE/ PARKING SECTION E-E 1 "=10' HOR 5i0%lki r m 20 10 0 20 SCALE: 1 " = 20' E 0 LO M 0 N N 75 r r m 0 0 3 0 d City Council  21 – 119 12/6/2022   0 Warn1 qton R E S I D E N T I A L March 4, 2022 Pedro Gomez City of Santa Ana, Planning Division 20 Civic Center Plaza, Ross Annex M-20 Santa Ana, CA 92702 Re: Community Meeting for Warmington Residential Project (717 S. Lyon Street) Meeting Date March 2, 2022 Dear Pedro, Per the requirements of the Sunshine Ordinance, please find attached the following items of compliance for the community meeting that was held on March 2"d, 2022 for the proposed project referenced above: 1. Express Mapping Mailer Labels & 500-foot Radius Map Package a. Prepared for submittal to the City by Susan Case, Inc. and Express Mapping 2. Community Meeting Flyer (English & Spanish) a. Mailed February 17th, 2022 to the property owners and occupants, using the labels provided by Susan Case, Inc./Express Mapping 3. Newspaper Notice a. Affidavit/Proof of Publication of the meeting notice on February 18th, 2022 by the Orange County Register 4. On -site Notice (Sign - English & Spanish) a. Posted on -site February 215t, 2022 (photos) b. Per your request, two signs were posted 5. Zoom Webinar Attendee List a. Emails/Names, as well as phone numbers for call -in attendees, for the March 2°d, 2022 Community Meeting Zoom Webinar 6. Meeting Minutes 7. Presentation Slides shown at the meeting 8. Presentation Narrative (presented/read in English and Spanish) used in the meeting I confirm, under penalty of perjury, that Warmington Residential conducted the above referenced community meeting, as required by the Sunshine Ordinance, except that it was held after the indicated 20 days from the submittal of the site plan review application, and that the attached materials listed above are true, accurate and correct to the best of my knowledge. With the project application submitted to the City of Santa Ana on December 17, 2021, a discussion with City staff and given the Holiday season, Warmington Residential decided to have the community meeting following the required "within the first 20 days of the submittal". City staff indicated the community meeting was required prior to the project advancing to Planning Commission. Bes Greg Ocasek Project Consultant Cc: Joe Oftelie, Vice President 3090 Pullman Street, Costa Mesa, California 92626 t: 714.557.5511 f: 714.641.9337 HomesByWarmington.com   City Council  21 – 120 12/6/2022   Express Mapping Mailer Labels & 500-foot Radius Map Package (Susan Case, Inc. and Express Mapping) City Council 21 — 121 12/6/2022 E` PRESS MA PPINGG MATERIALS TO SUBMIT TO THE CITY 717 S Lyon St, Santa Ana APN 402-061-03 INCLUDES: 500' OWNER & OCCUPANT LIST 500' RADIUS MAP EXCEL SPREADSHEET CERTIFICATION PREPARED 12/13/2021 FILE #2024   City Council  21 – 122 12/6/2022   EXPRESS MAPPING 4000 BARRANCA PKWY#250, IRVINE CA 92604 PHONE OR TEXT (949) 771-0051 orders@expressmapping.com Certification of Preparation The attached list includes the names and addresses of all owners & occupants within 500' from the exterior boundaries of the following address/APNs Address: 717 S Lyon St, Santa Ana APN: 402-061-03 This information was obtained through Parcel Quest, a data source utilizing the county assessor rolls and other available sources. This information is generally deemed reliable, but is not guaranteed. Return of property addresses that are deemed undeliverable by the United States Postal Service is, therefore, a possibility. Express Mapping is not responsible for providing further investigation of said labels. Acceptance of this package acknowledges this fact. Laura Emerson Express Mapping Date: 12/13/2021 orders@expressmapping.com   City Council  21 – 123 12/6/2022   Q COMMERCIAL 514 —J_jw� 402- 311-13 MAD 402-1-01 U)w O COMMERCIAL 1500 402-311-14 Uzj � 402-061-08 cA w U) J_ S DDL BACK_ - w � z 402_061-03 RANCHO O 717 J COMMERCIAL 402- 1-02 Lu a RESID. 402-051-10 j LL MULTIPLE FAMILY RESID. MULTIPLEC. w 727 a —ii FAMILY W g N RESID. 727 02-311-15 K g '� 402-051-09 MULTIPLE FAMILY 402-051-06 727 40 - 01 402-051-07 RESID. 500' Radius Map LTIP 727 4 51-08 Street Address/Land Use incl. AM/LY 717 S Lyon St Santa Ana CA APN(s) 402-061-03 Prepared 12/13/2021 801 402-051-05 by Express Mapping aa 1 inch = 200 feet °T   City Council  21 – 124 12/6/2022   402-011-02 402-011-03 402-021-01 Meurs Co Meurs Co Monterey Pines Cadigan 15401 Williams St 15401 Williams St 440 W First St #201 Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-051-06 402-051-07 402-051-08 Las Fuentes Bdp Las Fuentes Bdp Las Fuentes Bdp 9801 Irvine Center Dr 9801 Irvine Center Dr 9801 Irvine Center Dr Irvine CA 92618 Irvine CA 92618 Irvine CA 92618 402-051-09 402-051-10 402-061-01 Las Fuentes Bdp Las Fuentes Bdp Parc Tustin 9801 Irvine Center Dr 9801 Irvine Center Dr 2727 Lbj Freeway #806 Irvine CA 92618 Irvine CA 92618 Dallas TX 75234 402-061-02 402-061-03 402-061-07 Parc Tustin Stephen Brown Orange County Flood Control 2727 Lbj Freeway #806 717 S Lyon St 300 N Flower St 6th Floor Dallas TX 75234 Santa Ana CA 92705 Santa Ana CA 92703 402-311-13 402-311-14 402-311-15 Cardinal Investment Properties-lyon Santa Ana Warren Chelwood L P 375 Bristol St #50 11611 San Vicente BI #640 5295 Commerce Dr #175 Costa Mesa CA 92626 Los Angeles CA 90049 Murray UT 84107 935-33-001 935-33-002 935-33-003 David & Christina Lonn Adela Serrato Phong Van Nguyen 521 S Lyon St #1 521 S Lyon St #2 521 S Lyon St #3 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-004 935-33-005 935-33-006 Francisco Resendiz Craig Palter Delia Margarita Sanchez 521 S Lyon St #4 521 S Lyon St #5 521 S Lyon St #6 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-007 935-33-008 935-33-009 Kim Q Le Alberto & Esparanza Jimenez Li Qiang Qiao Po Box 11-555 521 S Lyon St #8 11770 Warner Ave #113 Costa Mesa CA 92627 Santa Ana CA 92701 Fountain Valley CA 92708 935-33-010 935-33-011 935-33-012 Chhoeut Nguon Aalam & Mitra Sadeghi Xiaoyan Lao 1105 E Griffith PI 9392 Brewer Way 26 Iowa Santa Ana CA 92707 Villa Park CA 92861 Irvine CA 92606 935-33-013 935-33-014 935-33-015 Alix Soriano Salvador Teodoro Jasso Reyes Ruperto Solis 521 S Lyon St #13 521 S Lyon St #14 1633 S Greenville Sq Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92704   City Council  21 – 125 12/6/2022   935-33-016 935-33-017 935-33-018 Jose Arturo De La Cruz Jie Li Fernando & Lidia Cervantes 12025 Dolan Ave 521 S Lyon St #17 521 S Lyon #18 Downey CA 90242 Santa Ana CA 92701 Santa Ana CA 92701 935-33-019 935-33-020 935-33-021 Dora L Davis Davinder Singh Xiao Yan Lao 521 S Lyon St #19 1024 N Ridgeline Rd 20 Juneberry Santa Ana CA 90701 Orange CA 92869 Irvine CA 92606 935-33-022 935-33-023 935-33-024 Aladenika Bisola Abimbola Jose Guadalupe Amezcua Claudio A Moreno 521 S Lyon St #22 521 S Lyon St #23 521 S Lyon St #24 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-025 935-33-026 935-33-027 Francisco J Onofre Lourdes Lopez Keith Olson 521 S Lyon St #25 521 S Lyon St #26 19071 Mathew Cir Santa Ana CA 92710 Santa Ana CA 92701 Huntington Beach CA 92646 935-33-028 935-33-029 935-33-030 Mario Rodriguez Adan Pompa Reza Shaghaghi 521 S Lyon St #28 521 S Lyon St #29 26635 Cadenas Santa Ana CA 92701 Santa Ana CA 92701 Mission Viejo CA 92691 935-33-031 935-33-032 935-33-033 Silveria Serrato Agustin & Graciela Sanchez Phat Bui 521 S Lyon St #31 521 S Lyon St #32 10071 Trask Ave Santa Ana CA 92701 Santa Ana CA 92701 Garden Grove CA 92708 935-33-034 935-33-035 935-33-036 Gilberto & Guadalupe R Hernandez Michael Seetao Rafael & Delia Romero 521 S Lyon St #34 16012 Villa Flores Dr 521 S Lyon St #36 Santa Ana CA 92701 Hacienda Heights CA 91745 Santa Ana CA 92701 935-33-037 935-33-038 935-33-039 Jose Luuis Campos Randy Lee Smith Fermin Chavez 521 S Lyon St #37 521 S Lyon St #38 521 S Lyon St #39 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-040 935-33-041 935-33-042 Equity Trust Ruben & Paula Cardenas Juan Rivera Rocha 1105 W Park Ave 521 S Lyon #41 521 S Lyon St #42 Anaheim CA 92801 Santa Ana CA 92701 Santa Ana CA 92701 935-33-043 935-33-044 935-33-045 Antonio & Maria Guadalupe Zambrano Sergio A & Lourdes Zepeda Jonathan & Megan Robles 521 S Lyon #43 521 S Lyon St #44 521 S Lyon St #45 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 126 12/6/2022   935-33-046 935-33-047 935-33-048 Helen Seetao Manuel A Guzman Alejandro Cruz 16033 Villa Floes Dr 521 S Lyon St #47 521 S Lyon St #48 Hacienda Heights CA 91745 Santa Ana CA 92701 Santa Ana CA 92701 935-33-049 935-33-050 935-33-051 Arturo P & Reyna Olga Carrion Jose A & Maria B Nuno Mauricio Mercado Sosa 521 S Lyon St #49 521 S Lyon St #50 521 S Lyon St #51 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-052 935-33-053 935-33-054 Brisa Estrella Vaca Serrato Hai Hong Khoan Armanda Benitez Plascencia 521 S Lyon St #52 P 0 Box 734 521 S Lyon St #54 Santa Ana CA 92701 Westminster CA 92684 Santa Ana CA 92701 935-33-055 935-33-056 935-33-057 Luan & Kim Anh Nguyen Diane Luona Sun Allen P Liou 13621 Charloma Dr 521 S Lyon St#56 12823 Moorshire Dr Tustin CA 92780 Santa Ana CA 92701 Cerritos CA 90703 935-33-058 935-33-059 935-33-060 Daniel Padilla Gabriela Velasco Amir Momtaz 521 S Lyon St #58 521 S Lyon St 464 Monroe Santa Ana CA 92701 Santa Ana CA 92701 Irvine CA 92620 935-33-061 935-33-062 935-33-063 LeonorArreguin Vega Holdings Fti Helen Seetao 521 S Lyon St Un #61 16808 Marquardt Ave 16033 Villa Floes Dr Santa Ana CA 92701 Cerritos CA 90703 Hacienda Heights CA 91745 935-33-064 935-33-065 935-33-066 Tuong Q Le Daniel Alpay Terry M & Fernando Cortes Po Box 11555 142 Compass 521 S Lyon St #66 Costa Mesa CA 92627 Irvine CA 92618 Santa Ana CA 92701 935-33-067 935-33-068 935-33-069 Alonso Buenaventura Mai Luong In Motion Synergy 521 S Lyon St #67 10071 Trask Ave Po Box 52912 Santa Ana CA 92701 Garden Grove CA 92843 Irvine CA 92619 935-33-070 935-33-071 935-33-072 Jesus & Eva Rivera Froylan & Maria Karina Rodriguez Li Q Qiao 521 S Lyon St #70 521 S Lyon St #71 11770 Warner Ave #113 Santa Ana CA 92701 Santa Ana CA 92701 Fountain Valley CA 92708 935-33-073 935-33-074 935-33-075 Chhoeut Nguon Juan Manuel Rodriguez David P Gomez 1105 Griffith PI 521 Lyon St#74 521 S Lyon St#75 Santa Ana CA 92707 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 127 12/6/2022   935-33-076 935-33-077 935-33-078 Benjamin & Marina Posada Byron Jia-bao Chan Hoang Bui 2852 Jackson St 10890 Phillips St 521 S Lyon St #78 Riverside CA 92503 Tustin CA 92872 Santa Ana CA 92701 935-33-079 935-33-080 935-33-081 Adriana Dominguez Siu-hang Simon & Li-ing Lynn Chan De Ortega Magadalena Castelan 521 S Lyon St #79 10890 Phillips St 521 S Lyon St #81 Santa Ana CA 92701 Tustin CA 92782 Santa Ana CA 92701 935-33-082 935-33-083 935-33-084 Juan M Sanchez Lyris Ceja Carlos & Maria D Alba 521 S Lyon #82 11193 Hamal Ave 521 S Lyon St #84 Santa Ana CA 92701 Mira Loma CA 91752 Santa Ana CA 92701 935-33-085 935-33-086 935-33-087 Salvador Romero Raul Barrera Dela Cruz Concepcion S 521 S Lyon St #85 521 S Lyon St #86 1417 E 14th St Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-088 935-33-089 935-33-090 Juan M Montejano Alfredo & Olga De La Cruz Juan A Del Cid 16629 Townhouse Dr 521 S Lyon St #89 521 S Lyon St #90 Tustin CA 92780 Santa Ana CA 92701 Santa Ana CA 92701 935-33-091 935-33-092 935-33-093 Estela L Serrato Diana Nguyen Rosendo P Ramirez 521 S Lyon St #91 521 S Lyon St #92 1068 Cabrillo Park #B Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-094 935-33-095 935-33-096 Tomorrowland Llc Nancy Sandoval La Torre Martha De 18 E State St #205 521 S Lyon St #95 521 S Lyon St #96 Redlands CA 92373 Santa Ana CA 92701 Santa Ana CA 92701 935-33-097 935-33-098 935-33-099 Cipriano & Bertha Martinez Rosalio Morales Odelimipa Gomez 521 S Lyon St #97 521 S Lyon St #98 521 S Lyon #99 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-100 935-33-101 935-33-102 Xiao Yan Lao Froilan & Emma Zuniga Suong Ngoc Ly 20 Juneberry 1203 Goldenview Dr 2522 W Central Irvine CA 92606 Corona CA 92882 Santa Ana CA 92704 935-33-103 935-33-104 935-33-105 Holdings Fti Sandy Wong Neuon Chhoeut 16808 Marquardt Ave 521 S Lyon St #104 1105 Griffith PI Cerritos CA 90703 Santa Ana CA 92701 Santa Ana CA 92707   City Council  21 – 128 12/6/2022   935-33-106 935-33-107 935-33-108 Irma Rodriguez Tsuhai & Yu Fen Wang Rodolfo Moreno 521 S Lyon St #106 2535 Ironbark St 521 S Lyon St #108 Santa Ana CA 92701 Fullerton CA 92835 Santa Ana CA 92701 935-33-109 935-33-110 935-33-111 Jesus Ochoa Guillermina Corona Juan Jorge Velazquez 521 S Lyon St #109 521 S Lyon St #110 521 S Lyon St #111 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-112 935-33-113 935-33-114 Miguel Navarro Li Q Qiao Jose D Valencia 521 S Lyon St #112 428 S Ramona Ave #B 521 S Lyon St #114 Santa Ana CA 92701 Monterey Park CA 91754 Santa Ana CA 92701 935-33-115 935-33-116 935-33-117 Thi & Crystal Nguyen Phat T Bui Tsuhai & Yu Fen Wang 521 S Lyon St #115 10071 Trask Ave 2535 Ironbark St Santa Ana CA 92701 Garden Grove CA 92843 Fullerton CA 92835 935-33-118 935-33-119 935-33-120 Juan M Montejano Jose Mondragon Olga Padilla 16629 Townhouse Dr 521 S Lyon St #119 521 S Lyon St #120 Tustin CA 92780 Santa Ana CA 92701 Santa Ana CA 92701 935-33-121 935-33-122 935-33-123 Rocio & Apolinar Sanchez Garcia J Gavino Arellano Yurii & Lyudmila Kukhtin 521 S Lyon St #121 521 S Lyon St #122 801 Gallery Ct Santa Ana CA 92701 Santa Ana CA 92705 Costa Mesa CA 92626 935-33-124 935-33-125 935-33-126 Fonsee Henry Victor Vasquez Dane Speakman 521 S Lyon St #124 521 S Lyon St #125 17791 Carranza Ln Santa Ana CA 92701 Santa Ana CA 92701 Huntington Beach CA 92647 935-33-127 935-33-128 935-33-129 Fouad R Houalla Boren Ren Ezco Llc 30 N Vista De Catalina 17516 De Oro Ct 1807 W St Anne PI Laguna Beach CA 92651 Cerritos CA 90703 Santa Ana CA 92804 935-33-130 935-33-131 935-33-132 Alicia Franco Froilan & Emma Zuniga Teodoro Morales 2706 W St Andrews PI 1203 Goldenview Dr 521 S Lyon St #132 Santa Ana CA 92708 Corona CA 92882 Santa Ana CA 92701 935-33-133 935-33-134 935-33-135 Michael Seetao Ramon Zambrano Olivia Contrers 16012 Villa Flores Dr 521 S Lyon St #134 521 S Lyon St #135 Hacienda Heights CA 91745 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 129 12/6/2022   935-33-136 935-33-137 935-33-138 Mai Luong Miguel Fonseca Martinez Thomas Le 10071 Trask Ave 521 S Lyon St #137 Po Box 8334 Garden Grove CA 92843 Santa Ana CA 92701 Fountain Valley CA 92728 935-33-139 935-33-140 937-91-001 Margarita Arteaga Narain & Pramila Tekchandani Jorge Merodio Guzman 521 S Lyon St #139 30019 Via Rivera 801 S Lyon St #A101 Santa Ana CA 92701 Rancho Palos Verd CA 90275 Santa Ana CA 92705 937-91-002 937-91-003 937-91-004 Steven L Hilbon Jay P Friehling Isabel Alcantara 24241 Phona Dr 23052 Alicia Pkwy #H281 3050 S Bradford PI #G Laguna Niguel CA 92677 Mission Viejo CA 92692 Santa Ana CA 92707 937-91-005 937-91-006 937-91-007 Trekforever Llc Andrew C De Leon Johnston J Michael 1506 Glenn Cir 1505 E Sahuaro Dr #5 2029 Mandarin Dr Placentia CA 92870 Phoenix CA 85020 Costa Mesa CA 92626 937-91-008 937-91-009 937-91-010 Hunter-broderick Properties James Johnston Steven L Hilbon 8 Valley View 3104 Somoa PI 24241 Rhona Dr Irvine CA 92612 Costa Mesa CA 92626 Laguna Niguel CA 92677 937-91-011 937-91-012 937-91-013 Raphael Espinoza Orozco Raphael Espinoza Orozco Hector Carlos Ramirez 26855 Calle Maria 801 S Lyon St #A112 2019 W Camden PI Mission Viejo CA 92691 Santa Ana CA 92705 Santa Ana CA 92704 937-91-014 937-91-015 937-91-016 Andrew C De Leon Armand Mandy Cruz Thi To 1505 E Sahuro Dr #5 Po Box 11124 8800 Garden Grove Blvd #34 Phoenix AZ 85020 San Bernadino CA 92423 Garden Grove CA 92844 937-91-017 937-91-018 937-91-019 Damanpreet S Dhillon Naser Taeb Ella M Doka 801 S Lyon St #17 3104 Samoa PI 5 Shire Santa Ana CA 92705 Costa Mesa CA 92626 Coto De Caza CA 92679 937-91-020 937-91-021 937-91-022 Naser Taeb Alvand Family Limited Kim Nguyen Ninh 3104 Samoa PI P 0 Box 6216 10436 Egret Ave Costa Mesa CA 92626 Laguna Niguel CA 92607 Fountain Valley CA 92708 937-91-023 937-91-024 937-91-025 Naser Taeb Yi Hai Jiang Bernice Marie Francis 3104 Samoa PI 51 Kingsbury 17697 Walnut St Costa Mesa CA 92626 Irvine CA 92620 Fountain Valley CA 92708   City Council  21 – 130 12/6/2022   937-91-026 937-91-027 937-91-028 Ella M Doka Gary Hunter Gary Strawn 5 Shire 14052 Matryce Way 2034 Continental Ave Coto De Caza CA 92679 Tustin CA 92780 Costa Mesa CA 92627 937-91-029 937-91-030 937-91-031 Patrick A Matsushita Maricarmen Fraga Elham Jafarimojarrad 4700 Millenia Blvd #175-90 14261 Shadybrook Dr 25 Pacific Mist Orlando FL 32839 Tustin CA 92780 Newport Coast CA 92657 937-91-032 937-91-033 937-91-034 Steve Tomlin Lee Nakamura Steven L Hilbon 1930 Port Edward PI 13141 Sandhurst PI 24241 Rhona Dr Newport Beach CA 92660 Santa Ana CA 92705 Laguna Niguel CA 92677 937-91-035 937-91-036 937-91-037 Jay P Friehling Isabel Alcantara Trekforever Llc 23052 Alicia Pkwy #H281 3050 S Bradford PI #G 1506 Glenn Cir Mission Viejo CA 92692 Santa Ana CA 92707 Placentia CA 92870 937-91-038 937-91-039 937-91-040 George Wei-guo Zheng Johnston J Michael Hunter-broderick Properties 18993 Bachelin St 2029 Mandarin Dr 8 Valley View Rowland Heights CA 91748 Costa Mesa CA 92626 Irvine CA 92612 937-91-041 937-91-042 937-91-043 James Johnston Steven L Hilbon Vincent Cheng 3104 Samoa PI 24241 Phona Dr 1675 7th St #24945 Costa Mesa CA 92626 Laguna Niguel CA 92677 Oakland CA 94623 937-91-044 937-91-045 937-91-046 Roberto Hong Lisandro Ramirez Wayne Uyehara 1815 Butler Ave #116 1642 Murano PI 7266 W 90th St Los Angeles CA 90025 Costa Mesa CA 92626 Los Angeles CA 90045 937-91-047 937-91-048 937-91-049 Armand Mandy Cruz Armand Mandy Cruz Duc Huu Nguyen Po Box 11124 Po Box 11124 16915 Edgewater Ln San Bernardino CA 92423 San Bernadino CA 92423 Huntington Beach CA 92649 937-91-050 937-91-051 937-91-052 Naser Taeb Ella M Doka Naser Taeb 3104 Samoa PI 5 Shire 3104 Samoa PI Costa Mesa CA 92626 Coto De Caza CA 92679 Costa Mesa CA 92626 937-91-053 937-91-054 937-91-055 Alvand Family Limited Kim Nguyen Ninh Naser Taeb P 0 Box 6216 10436 Egret Ave 3104 Samoa PI Laguna Niguel CA 92607 Fountain Valley CA 92708 Costa Mesa CA 92626   City Council  21 – 131 12/6/2022   937-91-056 937-91-057 937-91-058 Kim Nguyen Ninh Diana Duyen Ngoc Nguyen Helen Seetao 10436 Egret Ave 16915 Edgewater Ln 16033 Villa Flores Dr Fountain Valley CA 92708 Huntington Beach CA 92649 Hacienda Heights CA 91745 937-91-059 937-91-060 937-91-061 Jaime & Anna Marie Carrillo George Wei-guo Zheng Patrick A Matsushita 912 N Jackson St 18993 Bachelin St 4700 Millenia Blvd #175-90 Santa Ana CA 92703 Rowland Heights CA 91748 Orlando FL 32839 937-91-062 937-91-063 937-91-064 Gary Strawn Elham Jafarimojarrad Roberto Hong 2034 Continental Ave 25 Pacific Mist 801 Lyon #64 Costa Mesa CA 92627 Newport Coast CA 92657 Santa Ana CA 92705 937-91-065 937-91-066 937-91-067 Steve Tomlin Philip H Mcnamee Philip H Mcnamee 1930 Port Edward PI 2400 Main St #201 2400 Main St #201 Newport Beach CA 92660 Irvine CA 92614 Irvine CA 92614 937-91-068 937-91-069 937-91-070 Hung Ngo David C Winslow Philip H Mcnamee 18402 Warren Ave 19800 Macarthur Blvd #1000 2400 Main St #201 Tustin CA 92780 Irvine CA 92612 Irvine CA 92614 937-91-071 937-91-072 937-91-073 Philip H Mcnamee Hung Ngo Diana Duyen Ngoc Nguyen 2400 Main St #201 18402 Warren Ave 16915 Edgewater Ln Irvine CA 92614 Tustin CA 92780 Huntington Beach CA 92649 937-91-074 937-91-075 937-91-076 Naser Taeb Nien-hwa Ho Nancy Y & Naser T Long 3104 Samoa PI 19132 Pilario St 470 N Poplar St Costa Mesa CA 92626 Rowland Heights CA 91748 Orange CA 92868 937-91-077 937-91-078 937-91-079 Hadi Jebory Naser Taeb Eric & Eva Yang 36 Valente 3104 Samoa PI 812 Great Bend Dr Irvine CA 92602 Costa Mesa CA 92626 Diamond Bar CA 91765 937-91-080 937-91-081 937-91-082 Kevin Ziober Hadi Jebory James L Johnston 17 Northwind Ct 36 Valente 3104 Samoa PI Newport Beach CA 92663 Irvine CA 92602 Costa Mesa CA 92626 937-91-083 937-91-084 937-91-085 Bahman K Darian Naser Taeb Zoreh Afshar 5951 E Marsha Cir 3104 Samoa PI 27821 Barbate Anaheim CA 92807 Costa Mesa CA 92626 Mission Viejo CA 92692   City Council  21 – 132 12/6/2022   937-91-086 937-91-087 937-91-088 James L Johnston Bahman K Darian Naser Taeb 3104 Samoa PI 5951 E Marsha Cir 3104 Samoa PI Costa Mesa CA 92626 Anaheim CA 92807 Costa Mesa CA 92626 937-91-089 937-91-090 937-91-091 Ella M Doka Lake Perry Gary Hunter 5 Shire 14052 Matryce Way 14052 Matryce Way Coto De Caza CA 92679 Tustin CA 92780 Tustin CA 92780 937-91-092 937-91-093 937-91-094 Steven L Hilbon Steven L Hilbon Nam T & Thi T Tran 24241 Phona Dr 24241 Rhona Dr 13824 Paseo Aldebra Laguna Niguel CA 92677 Laguna Niguel CA 92677 San Diego CA 92129 937-91-095 937-91-096 937-91-097 Paul & Susan Lam Danielle Bonfiglio Azves Lk; 922 Kealaolu Ave 801 Lyon #96 7 Brentwood Honolulu HI 96816 Santa Ana CA 92704 Irvine CA 92620 937-91-098 937-91-099 937-91-100 Philip H Mc Namee Philip H Mc Namee Philip H Mc Namee 2400 Main St #201 2400 Main St #201 2400 Main St #201 Irvine CA 92614 Irvine CA 92614 Irvine CA 92614 937-91-101 937-91-102 937-91-103 Mauricio Carrillo Valdivia Hadi Jebory Hadi Jebory 1931 W Cris Ave 36 Valente 36 Valente Anaheim CA 92804 Irvine CA 92602 Irvine CA 92602 937-91-104 937-91-105 937-91-106 James L Johnston James L Johnston James L Johnston 3104 Samoa PI 3104 Samoa PI 3104 Samoa PI Costa Mesa CA 92626 Costa Mesa CA 92626 Costa Mesa CA 92626 937-91-107 937-91-108 937-91-109 James L Johnston Sousan S Darian Sousan S Darian 3104 Samoa PI 21095 Jenner #77 21095 Jenner #77 Costa Mesa CA 92626 Lake Forest CA 92630 Lake Forest CA 92630 937-91-110 937-91-111 937-91-112 Prop Hunter-broderick Prop Hunter-broderick Sousan S Darian 14052 Matryce Way 14052 Matryce Way 21095 Jenner #77 Tustin CA 92780 Tustin CA 92780 Lake Forest CA 92630 937-91-113 937-91-114 937-91-115 Sousan S Darian Hunter-broderick Properties Hunter-broderick Properties 21095 Jenner #77 14052 Matryce Way 14052 Matryce Way Lake Forest CA 92630 Tustin CA 92780 Tustin CA 92780   City Council  21 – 133 12/6/2022   937-91-116 937-91-117 937-91-118 Gary Crowther Gang Zhang Bridget Orozco-martinez 2411 Domingo 15 Foxboro 801 S Lyon St #H3 Fullerton CA 92835 Irvine CA 92614 Santa Ana CA 92705 937-91-119 937-91-120 937-91-121 Khamla Hunter Dan Ngo Ella Doka 14052 Matryce Way 801 S Lyon St #120 5 Shire Tustin CA 92780 Santa Ana CA 92705 Coto De Caza CA 92679 937-91-122 937-91-123 937-91-124 Hunter-broderick Properties Andrew C De Leon Barbara Cdebaca 14052 Matryce Way 1505 E Sahuaro Dr #5 801 Lyon #124 Tustin CA 92780 Phoenix AZ 85020 Santa Ana CA 92704 937-91-125 937-91-126 937-91-127 Gary Louis Crowther Hunter-broderick Properties Alvand Family Limited 2411 Domingo Rd 8 Valley View Po Box 6216 Fullerton CA 92835 Irvine CA 92612 Laguna Niguel CA 92607 937-91-128 937-91-129 937-91-130 Ella M Doka Gang Zhang Maricarmen Fraga 5 Shire 15 Foxboro 14261 Shadybrook Dr Coto De Caza CA 92679 Irvine CA 92614 Tustin CA 92780 937-91-131 937-91-132 937-91-133 Khamla Hunter William R & Lani J Wakeham Ella M Doka 14052 Matryce Way 3747 S Vista Campana #36 5 Shire Tustin CA 92780 Oceanside CA 92057 Coto De Caza CA 92679 937-91-134 937-91-135 937-91-136 Hunter-broderick Properties Gary Crowther Steven L Hilbon 14052 Matryce Way 2411 Domingo Rd 24241 Rhona Dr Tustin CA 92780 Fullerton CA 92835 Laguna Niguel CA 92677 937-91-137 937-91-138 937-91-139 Gary Louis Crowther Hunter-broderick Properties Alvand Family Limited 2411 Domingo Rd 14052 Matryce Way Po Box 6216 Fullerton CA 92835 Tustin CA 92780 Laguna Niguel CA 92607 937-91-140 937-91-141 937-91-142 Johnston J Michael Johnson J Michael Johnson J Michael 2029 Mandarin Dr 2029 Mandarin Dr 2029 Mandarin Dr Costa Mesa CA 92626 Costa Mesa CA 92626 Costa Mesa CA 92626 937-91-143 937-91-144 937-91-145 Prop Hunter-broderick Prop Hunter-broderick Laura E Bruno 14052 Matryce Way 14052 Matryce Way 4171 La Concetta Dr Tustin CA 92780 Tustin CA 92780 Yorba Linda CA 92886   City Council  21 – 134 12/6/2022   937-91-146 937-91-147 937-91-148 Laura E Bruno Laura E Bruno Mei Michael 4171 La Concetta Dr 4171 La Concetta Dr 4790 Irvine Blvd #105 Yorba Linda CA 92886 Yorba Linda CA 92886 Irvine CA 92620 937-91-149 937-91-150 937-91-151 Steven C Rose Steven C Rose Lan Minh Chu 8502 E Chapman Ave #236 8502 E Chapman Ave #236 P 0 Box 910394 Orange CA 92869 Orange CA 92869 San Diego CA 92191 937-91-152 937-91-153 937-91-154 Clive K A K Peters Johnston James James L Johnston 49819 Pacino St 3104 Samoa PI 3104 Samoa PI Indio CA 92201 Costa Mesa CA 92626 Costa Mesa CA 92626 937-91-155 937-91-156 937-91-157 Wen Chen Chang Clive K A K Peters Johnston James 18540 Stonegate Ln 49819 Pacino St 3104 Samoa PI Rowland Heights CA 91748 Indio CA 92201 Costa Mesa CA 92626 937-91-158 937-91-159 937-91-160 James L Johnston Mickey L Hui Kim Nguyen Ninh 3104 Samoa PI 3207 E Cameron Ave 10436 Egret Ave Costa Mesa CA 92626 West Covina CA 91791 Fountain Valley CA 92708 937-91-161 937-91-162 937-91-163 Helen Seetao Kim Nguyen Ninh Mickey L Hui 16033 Villa Flores Dr 10436 Egret Ave 610 N Huntington Ave Hacienda Heights CA 91745 Fountain Valley CA 92708 Monterey Park CA 91754 937-91-164 937-91-165 937-91-166 Kim Nguyen Ninh Mickey L Hui Mo-hwa Ho 10436 Egret Ave 3207 E Cameron Ave 19132 Pilario St Fountain Valley CA 92708 West Covina CA 91791 Rowland Heights CA 91748 937-91-167 937-91-168 937-91-169 Alvand Family Limited John E Gyllenhammer Michael Seetao P 0 Box 6216 7705 E Strawberry Rdg 16012 Villa Flores Dr Laguna Niguel CA 92607 Orange CA 92689 Hacienda Heights CA 91745 937-91-170 937-91-171 937-91-172 James H Gan Alvand Family Limited Victor M Shaw 151 E 19th St Po Box 6216 801 S Lyon St #172 Costa Mesa CA 92627 Laguna Niguel CA 92607 Santa Ana CA 92705 937-91-173 937-91-174 937-91-175 Helen Seetao Michael Seetao Joseph Broderick 16033 Villa Flores Dr 16012 Villa Flores Dr 8 Valley View Hacienda Heights CA 91745 Hacienda Heights CA 91745 Irvine CA 92612   City Council  21 – 135 12/6/2022   937-91-176 937-91-177 937-91-178 Hunter-broderick Properties Prop Hunter-broderick Hunter-broderick Properties 8 Valley View 14052 Matryce Way 8 Valley View Irvine CA 92612 Tustin CA 92780 Irvine CA 92612 937-91-179 937-91-180 937-91-181 Hunter-broderick Properties Hunter-broderick Properties Naser Taeb 8 Valley View 8 Valley View 3104 Samoa PI Irvine CA 92612 Irvine CA 92612 Costa Mesa CA 92626 937-91-182 937-91-183 937-91-184 Naser Taeb Prop Hunter-broderick Hunter-broderick Properties 3104 Samoa PI 14052 Matryce Way 14052 Matryce Costa Mesa CA 92626 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 85 Amado 86 Amado 87 Amado Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 88 Amado 2 Buena Vis 6 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 7 Buena Vis 8 Buena Vis 9 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 11 Buena Vis 90 Buena Vis 3 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 4 Buena Vis 5 Buena Vis 10 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 89 Buena Vis 91 Buena Vis 92 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 93 Buena Vis 133 Buena Vis 134 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 136 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 135 Buena Vis 136 Buena Vis 137 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 77 Consuelo 79 Consuelo 82 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 83 Consuelo 78 Consuelo 80 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 81 Consuelo 156 Consuelo 157 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 158 Consuelo 159 Consuelo 142 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 145 El Paseo 147 El Paseo 160 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 143 El Paseo 144 El Paseo 146 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 16 Encanto 17 Encanto 18 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 20 Encanto 56 Encanto 57 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 19 Encanto 138 Encanto 139 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 137 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 140 Encanto 141 Encanto 161 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 162 Encanto 163 Encanto 164 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 40 Estrella 41 Estrella 42 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 43 Estrella 44 Estrella 45 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 47 Estrella 32 Estrella 33 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 35 Estrella 36 Estrella 37 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 38 Estrella 39 Estrella 46 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 48 Estrella 114 Estrella 115 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 116 Estrella 118 Estrella 119 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 120 Estrella 121 Estrella 122 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 138 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 123 Estrella 124 Estrella 103 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 106 La Ronda 126 La Ronda 132 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 99 La Ronda 100 La Ronda 101 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 102 La Ronda 104 La Ronda 105 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 107 La Ronda 108 La Ronda 125 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 127 La Ronda 128 La Ronda 129 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 130 La Ronda 131 La Ronda 19 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 21 Rancho Rd 23 Rancho Rd 25 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 26 Rancho Rd 27 Rancho Rd 28 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 29 Rancho Rd 31 Rancho Rd 50 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 139 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 55 Rancho Rd 22 Rancho Rd 24 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 30 Rancho Rd 49 Rancho Rd 51 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 52 Rancho Rd 53 Rancho Rd 54 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-021-01 402-051-06 Occupant Occupant Occupant 94 Rincon 15481 Williams St 727 S Lyon St Tustin CA 92780 Tustin CA 92780 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 212 Bldg# C 727 S Lyon Ave Bldg# G 727 S Lyon St Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# B 727 S Lyon St Bldg# C 727 S Lyon St Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# E 727 S Lyon St Bldg# F 727 S Lyon St Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# H 727 S Lyon St Bldg# 1 727 S Lyon St Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 1 Bldg# D 727 S Lyon St Unit# 1 Bldg# E 727 S Lyon St Unit# 1 Bldg# F Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 1 Bldg# G 727 S Lyon St Unit# 1 Bldg# H 727 S Lyon St Unit# 1 Bldg# I Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 140 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 10 Bldg# D 727 S Lyon St Unit# 10 Bldg# G 727 S Lyon St Unit# 10 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 100 Bldg# A 727 S Lyon St Unit# 101 Bldg# B 727 S Lyon St Unit# 101 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 101 Bldg# J 727 S Lyon St Unit# 102 Bldg# A 727 S Lyon St Unit# 102 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 102 Bldg# C 727 S Lyon St Unit# 102 Bldg# J 727 S Lyon St Unit# 103 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 103 Bldg# B 727 S Lyon St Unit# 103 Bldg# C 727 S Lyon St Unit# 103 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 104 Bldg# A 727 S Lyon St Unit# 104 Bldg# B 727 S Lyon St Unit# 104 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 104 Bldg# J 727 S Lyon St Unit# 105 Bldg# A 727 S Lyon St Unit# 105 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 105 Bldg# C 727 S Lyon St Unit# 105 Bldg# J 727 S Lyon St Unit# 106 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 106 Bldg# B 727 S Lyon St Unit# 106 Bldg# C 727 S Lyon St Unit# 106 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 107 Bldg# A 727 S Lyon St Unit# 107 Bldg# B 727 S Lyon St Unit# 107 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 141 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 107 Bldg# J 727 S Lyon St Unit# 108 Bldg# A 727 S Lyon St Unit# 108 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 108 Bldg# C 727 S Lyon St Unit# 108 Bldg# J 727 S Lyon St Unit# 109 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 109 Bldg# B 727 S Lyon St Unit# 109 Bldg# C 727 S Lyon St Unit# 109 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 11 Bldg# G 727 S Lyon St Unit# 11 Bldg# H 727 S Lyon St Unit# 110 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 110 Bldg# B 727 S Lyon St Unit# 110 Bldg# C 727 S Lyon St Unit# 110 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 111 Bldg# A 727 S Lyon St Unit# 111 Bldg# B 727 S Lyon St Unit# 111 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 111 Bldg# J 727 S Lyon St Unit# 112 Bldg# A 727 S Lyon St Unit# 112 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 112 Bldg# C 727 S Lyon St Unit# 112 Bldg# J 727 S Lyon St Unit# 113 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 113 Bldg# C 727 S Lyon St Unit# 114 Bldg# A 727 S Lyon St Unit# 114 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 115 Bldg# A 727 S Lyon St Unit# 115 Bldg# C 727 S Lyon St Unit# 116 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 142 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 116 Bldg# C 727 S Lyon St Unit# 117 Bldg# A 727 S Lyon St Unit# 118 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 119 Bldg# A 727 S Lyon St Unit# 12 Bldg# H 727 S Lyon St Unit# 120 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 121 Bldg# A 727 S Lyon St Unit# 122 Bldg# A 727 S Lyon St Unit# 123 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 124 Bldg# A 727 S Lyon St Unit# 125 Bldg# A 727 S Lyon St Unit# 126 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 127 Bldg# A 727 S Lyon St Unit# 128 Bldg# A 727 S Lyon St Unit# 129 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 13 Bldg# H 727 S Lyon St Unit# 130 Bldg# A 727 S Lyon St Unit# 131 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 132 Bldg# A 727 S Lyon St Unit# 133 Bldg# A 727 S Lyon St Unit# 134 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 135 Bldg# A 727 S Lyon St Unit# 136 Bldg# A 727 S Lyon St Unit# 14 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 15 Bldg# H 727 S Lyon St Unit# 16 Bldg# H 727 S Lyon St Unit# 17 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 18 Bldg# H 727 S Lyon St Unit# 19 Bldg# H 727 S Lyon St Unit# 2 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 143 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 2 Bldg# E 727 S Lyon St Unit# 2 Bldg# F 727 S Lyon St Unit# 2 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 2 Bldg# H 727 S Lyon St Unit# 2 Bldg# 1 727 S Lyon St Unit# 20 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 201 Bldg# A 727 S Lyon St Unit# 201 Bldg# B 727 S Lyon St Unit# 201 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 201 Bldg# J 727 S Lyon St Unit# 202 Bldg# A 727 S Lyon St Unit# 202 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 202 Bldg# C 727 S Lyon St Unit# 202 Bldg# J 727 S Lyon St Unit# 203 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 203 Bldg# B 727 S Lyon St Unit# 203 Bldg# C 727 S Lyon St Unit# 203 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 204 Bldg# A 727 S Lyon St Unit# 204 Bldg# B 727 S Lyon St Unit# 204 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 204 Bldg# J 727 S Lyon St Unit# 205 Bldg# A 727 S Lyon St Unit# 205 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 205 Bldg# C 727 S Lyon St Unit# 205 Bldg# J 727 S Lyon St Unit# 206 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 206 Bldg# B 727 S Lyon St Unit# 206 Bldg# C 727 S Lyon St Unit# 206 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 144 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 207 Bldg# A 727 S Lyon St Unit# 207 Bldg# B 727 S Lyon St Unit# 207 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 207 Bldg# J 727 S Lyon St Unit# 208 Bldg# A 727 S Lyon St Unit# 208 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 208 Bldg# C 727 S Lyon St Unit# 208 Bldg# J 727 S Lyon St Unit# 209 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 209 Bldg# B 727 S Lyon St Unit# 209 Bldg# C 727 S Lyon St Unit# 209 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 21 Bldg# H 727 S Lyon St Unit# 210 Bldg# A 727 S Lyon St Unit# 210 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 210 Bldg# C 727 S Lyon St Unit# 210 Bldg# J 727 S Lyon St Unit# 211 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 211 Bldg# B 727 S Lyon St Unit# 211 Bldg# C 727 S Lyon St Unit# 211 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 212 Bldg# A 727 S Lyon St Unit# 212 Bldg# B 727 S Lyon St Unit# 212 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 213 Bldg# A 727 S Lyon St Unit# 213 Bldg# C 727 S Lyon St Unit# 214 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 214 Bldg# C 727 S Lyon St Unit# 215 Bldg# A 727 S Lyon St Unit# 215 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 145 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 216 Bldg# A 727 S Lyon St Unit# 216 Bldg# C 727 S Lyon St Unit# 217 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 218 Bldg# A 727 S Lyon St Unit# 219 Bldg# A 727 S Lyon St Unit# 22 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 220 Bldg# A 727 S Lyon St Unit# 221 Bldg# A 727 S Lyon St Unit# 222 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 223 Bldg# A 727 S Lyon St Unit# 224 Bldg# A 727 S Lyon St Unit# 225 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 226 Bldg# A 727 S Lyon St Unit# 227 Bldg# A 727 S Lyon St Unit# 228 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 229 Bldg# A 727 S Lyon St Unit# 23 Bldg# H 727 S Lyon St Unit# 230 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 231 Bldg# A 727 S Lyon St Unit# 232 Bldg# A 727 S Lyon St Unit# 233 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 234 Bldg# A 727 S Lyon St Unit# 235 Bldg# A 727 S Lyon St Unit# 236 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 24 Bldg# H 727 S Lyon St Unit# 26 Bldg# D 727 S Lyon St Unit# 27 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 28 Bldg# D 727 S Lyon St Unit# 3 Bldg# D 727 S Lyon St Unit# 3 Bldg# E Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 146 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 3 Bldg# F 727 S Lyon St Unit# 3 Bldg# G 727 S Lyon St Unit# 3 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 3 Bldg# 1 727 S Lyon St Unit# 4 Bldg# D 727 S Lyon St Unit# 4 Bldg# E Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 4 Bldg# F 727 S Lyon St Unit# 4 Bldg# G 727 S Lyon St Unit# 4 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 4 Bldg# 1 727 S Lyon St Unit# 40 Bldg# D 727 S Lyon St Unit# 41 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 42 Bldg# D 727 S Lyon St Unit# 43 Bldg# D 727 S Lyon St Unit# 44 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 45 Bldg# D 727 S Lyon St Unit# 46 Bldg# D 727 S Lyon St Unit# 47 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 48 Bldg# D 727 S Lyon St Unit# 49 Bldg# D 727 S Lyon St Unit# 5 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 5 Bldg# E 727 S Lyon St Unit# 5 Bldg# F 727 S Lyon St Unit# 5 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 50 Bldg# D 727 S Lyon St Unit# 51 Bldg# D 727 S Lyon St Unit# 52 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 53 Bldg# D 727 S Lyon St Unit# 54 Bldg# D 727 S Lyon St Unit# 55 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 147 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 56 Bldg# D 727 S Lyon St Unit# 57 Bldg# D 727 S Lyon St Unit# 58 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 59 Bldg# D 727 S Lyon St Unit# 6 Bldg# D 727 S Lyon St Unit# 6 Bldg# E Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 6 Bldg# F 727 S Lyon St Unit# 6 Bldg# G 727 S Lyon St Unit# 6 Bldg# I Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 60 Bldg# D 727 S Lyon St Unit# 61 Bldg# D 727 S Lyon St Unit# 62 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 63 Bldg# D 727 S Lyon St Unit# 64 Bldg# D 727 S Lyon St Unit# 7 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 7 Bldg# G 727 S Lyon St Unit# 8 Bldg# D 727 S Lyon St Unit# 8 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-07 Occupant Occupant Occupant 727 S Lyon St Unit# 9 Bldg# D 727 S Lyon St Unit# 9 Bldg# G 727 S Lyon St #A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-07 402-061-01 402-061-01 Occupant Occupant Occupant 727 S Lyob St Unit# 212 Bldg# C 16282 E Main St # 1A 16282 E Main St # 1 B Santa Ana CA 92705 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 1 C 16282 E Main St # 1 D 16282 E Main St # 1 E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # IF 16282 E Main St # 2A 16282 E Main St # 2B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 148 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 2C 16282 E Main St # 2D 16282 E Main St # 2E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 2F 16282 E Main St # 3A 16282 E Main St # 3B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 3C 16282 E Main St # 3D 16282 E Main St # 4A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 4B 16282 E Main St # 4C 16282 E Main St # 4D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 5A 16282 E Main St # 5B 16282 E Main St # 5C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 5D 16282 E Main St # 5E 16282 E Main St # 5F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 6A 16282 E Main St # 6B 16282 E Main St # 6C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 6D 16282 E Main St # 6E 16282 E Main St # 6F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 10A 16282 E Main St # 10B 16282 E Main St # 10C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St# 1OD 16282 E Main St# 10E 16282 E Main St# 1OF Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 149 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 10G 16282 E Main St # 11A 16282 E Main St # 11 B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 11 C 16282 E Main St # 11 D 16282 E Main St # 11 E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 11 F 16282 E Main St # 11 G 16282 E Main St # 11 H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 12A 16282 E Main St # 12B 16282 E Main St # 12C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 12D 16282 E Main St # 13A 16282 E Main St # 13B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 13C 16282 E Main St # 13D 16282 E Main St # 13E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 13F 16282 E Main St # 13G 16282 E Main St # 13H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 14A 16282 E Main St # 14B 16282 E Main St # 14C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 14D 16282 E Main St # 14E 16282 E Main St # 14F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 15A 16282 E Main St # 15B 16282 E Main St # 15C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 150 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 15D 16282 E Main St # 15E 16282 E Main St # 15F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St# 15G 16282 E Main St# 15H 16282 E Main St# 17A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 17B 16282 E Main St # 17C 16282 E Main St # 17D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 17E 16282 E Main St # 17F 16282 E Main St # 17G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St# 17H 16282 E Main St# 18A 16282 E Main St# 18B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 18C 16282 E Main St # 18D 16282 E Main St # 18E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St# 18F 16282 E Main St# 18G 16282 E Main St# 19A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 19B 16282 E Main St # 19C 16282 E Main St # 19D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 19E 16282 E Main St # 19F 16282 E Main St # 19G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St# 19H 16282 E Main St# 191 16282 E Main St# 19J Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 151 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 19K 16282 E Main St # 20A 16282 E Main St # 20B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 20C 16282 E Main St # 20D 16282 E Main St # 20E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 20F 16282 E Main St # 21A 16282 E Main St # 21 B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 21 C 16282 E Main St # 21 D 16282 E Main St # 21 E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 21 F 16282 E Main St # 21 G 16282 E Main St # 21 H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 24A 16282 E Main St # 24B 16282 E Main St # 24C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 24D 16282 E Main St # 24E 16282 E Main St # 24F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 24G 16282 E Main St # 24H 16282 E Main St # 25A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 25B 16282 E Main St # 25C 16282 E Main St # 25D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 26A 16282 E Main St # 26B 16282 E Main St # 26C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 152 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 26D 16282 E Main St # 26E 16282 E Main St # 26F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 26G 16282 E Main St # 26H 16282 E Main St # 261 Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 26J 16282 E Main St # 26K 16282 E Main St # 27A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 27B 16282 E Main St # 27C 16282 E Main St # 27D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 27E 16282 E Main St # 27F 16282 E Main St # 27G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 27H 16282 E Main St # 28A 16282 E Main St # 28B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 28C 16282 E Main St # 28D 16282 E Main St # 29A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 29B 16282 E Main St # 29C 16282 E Main St # 29D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 29E 16282 E Main St # 29F 16282 E Main St # 29G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 29H 16282 E Main St # 291 16282 E Main St # 29J Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 153 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 29K 16282 E Main St # 30A 16282 E Main St # 30B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 30C 16282 E Main St # 30D 16282 E Main St # 30E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 30F 16282 E Main St # 30G 16282 E Main St # 30H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 301 16282 E Main St # 30J 16282 E Main St # 30K Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 31A 16282 E Main St # 31 B 16282 E Main St # 31 C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 31 D 16282 E Main St # 32A 16282 E Main St # 32B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 32C 16282 E Main St # 32D 16282 E Main St # 32E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 32F 16282 E Main St # 32G 16282 E Main St # 32H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 321 16282 E Main St # 32J 16282 E Main St # 32K Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 33A 16282 E Main St # 33B 16282 E Main St # 33C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 154 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 33D 16282 E Main St # 33E 16282 E Main St # 33F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 33G 16282 E Main St # 33H 16282 E Main St # 34A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 34B 16282 E Main St # 34C 16282 E Main St # 34D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 35A 16282 E Main St # 35B 16282 E Main St # 35C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 35D 16282 E Main St # 35E 16282 E Main St # 35F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 35G 16282 E Main St # 35H 16282 E Main St # 36A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 36B 16282 E Main St # 36C 16282 E Main St # 36D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 36E 16282 E Main St # 36F 16282 E Main St # 37A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 37B 16282 E Main St # 37C 16282 E Main St # 37D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 37E 16282 E Main St # 37F 16282 E Main St # 37G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 155 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 37H 16282 E Main St # 38A 16282 E Main St # 38B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 38C 16282 E Main St # 38D 16282 E Main St # 38E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 38F 16282 E Main St # 38G 16282 E Main St # 38H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 381 16282 E Main St # 38J 16282 E Main St # 38K Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 38L 16282 E Main St # 38M 16282 E Main St # 38N Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 380 16282 E Main St # 38P 16282 E Main St # 39A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 39B 16282 E Main St # 39C 16282 E Main St # 39D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 39E 16282 E Main St # 39F 16282 E Main St # 39G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 39H 16282 E Main St # 40A 16282 E Main St # 40B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 40C 16282 E Main St # 40D 16282 E Main St # 40E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 156 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St # 40F 16282 E Main St # 40G 16282 E Main St # 40H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-03 402-071-03 402-311-13 Occupant Occupant Occupant 717 S Lyon St Unit# B 1766 E McFadden Ave 514 S Lyon St Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92701 402-311-14 402-311-15 402-311-15 Occupant Occupant Occupant 1500 Warren St 700 S Lyon St 700 S Lyon St Unit# 101 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 102 700 S Lyon St Unit# 103 700 S Lyon St Unit# 104 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 105 700 S Lyon St Unit# 106 700 S Lyon St Unit# 107 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 108 700 S Lyon St Unit# 109 700 S Lyon St Unit# 110 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 111 700 S Lyon St Unit# 112 700 S Lyon St Unit# 113 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 114 700 S Lyon St Unit# 115 700 S Lyon St Unit# 116 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 117 700 S Lyon St Unit# 118 700 S Lyon St Unit# 119 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 120 700 S Lyon St Unit# 121 700 S Lyon St Unit# 122 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 157 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 123 700 S Lyon St Unit# 124 700 S Lyon St Unit# 125 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 126 700 S Lyon St Unit# 127 700 S Lyon St Unit# 128 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 129 700 S Lyon St Unit# 130 700 S Lyon St Unit# 131 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 132 700 S Lyon St Unit# 133 700 S Lyon St Unit# 134 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 135 700 S Lyon St Unit# 136 700 S Lyon St Unit# 137 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 138 700 S Lyon St Unit# 139 700 S Lyon St Unit# 140 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 141 700 S Lyon St Unit# 142 700 S Lyon St Unit# 143 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 144 700 S Lyon St Unit# 145 700 S Lyon St Unit# 146 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 147 700 S Lyon St Unit# 148 700 S Lyon St Unit# 149 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St Unit# 150 710 S Lyon St Unit# 201 710 S Lyon St Unit# 202 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 158 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 203 710 S Lyon St Unit# 204 710 S Lyon St Unit# 205 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 206 710 S Lyon St Unit# 207 710 S Lyon St Unit# 208 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 209 710 S Lyon St Unit# 210 710 S Lyon St Unit# 211 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 212 710 S Lyon St Unit# 213 710 S Lyon St Unit# 214 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 215 710 S Lyon St Unit# 216 710 S Lyon St Unit# 217 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 218 710 S Lyon St Unit# 219 710 S Lyon St Unit# 220 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 221 710 S Lyon St Unit# 222 710 S Lyon St Unit# 223 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 224 710 S Lyon St Unit# 225 710 S Lyon St Unit# 226 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 227 710 S Lyon St Unit# 228 710 S Lyon St Unit# 229 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 230 710 S Lyon St Unit# 231 710 S Lyon St Unit# 232 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 159 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 233 710 S Lyon St Unit# 234 710 S Lyon St Unit# 235 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 236 710 S Lyon St Unit# 237 710 S Lyon St Unit# 238 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 239 710 S Lyon St Unit# 240 710 S Lyon St Unit# 241 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 242 710 S Lyon St Unit# 243 710 S Lyon St Unit# 244 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 245 710 S Lyon St Unit# 246 710 S Lyon St Unit# 247 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 248 710 S Lyon St Unit# 249 710 S Lyon St Unit# 250 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 251 710 S Lyon St Unit# 252 710 S Lyon St Unit# 253 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 254 710 S Lyon St Unit# 255 710 S Lyon St Unit# 256 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St Unit# 257 710 S Lyon St Unit# 258 710 S Lyon St Unit# 259 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 301 720 S Lyon St Unit# 302 720 S Lyon St Unit# 303 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 160 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 304 720 S Lyon St Unit# 305 720 S Lyon St Unit# 306 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 307 720 S Lyon St Unit# 308 720 S Lyon St Unit# 309 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 310 720 S Lyon St Unit# 311 720 S Lyon St Unit# 312 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 313 720 S Lyon St Unit# 314 720 S Lyon St Unit# 315 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 316 720 S Lyon St Unit# 317 720 S Lyon St Unit# 318 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 319 720 S Lyon St Unit# 320 720 S Lyon St Unit# 321 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 322 720 S Lyon St Unit# 323 720 S Lyon St Unit# 324 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 325 720 S Lyon St Unit# 326 720 S Lyon St Unit# 327 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 328 720 S Lyon St Unit# 329 720 S Lyon St Unit# 330 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 331 720 S Lyon St Unit# 332 720 S Lyon St Unit# 333 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 161 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 334 720 S Lyon St Unit# 335 720 S Lyon St Unit# 336 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 337 720 S Lyon St Unit# 338 720 S Lyon St Unit# 339 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 340 720 S Lyon St Unit# 341 720 S Lyon St Unit# 342 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 343 720 S Lyon St Unit# 344 720 S Lyon St Unit# 345 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 346 720 S Lyon St Unit# 347 720 S Lyon St Unit# 348 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 349 720 S Lyon St Unit# 350 720 S Lyon St Unit# 351 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 352 720 S Lyon St Unit# 353 720 S Lyon St Unit# 354 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 355 720 S Lyon St Unit# 356 720 S Lyon St Unit# 357 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St Unit# 358 720 S Lyon St Unit# 359 730 S Lyon St Unit# 401 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 402 730 S Lyon St Unit# 403 730 S Lyon St Unit# 404 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 162 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 405 730 S Lyon St Unit# 406 730 S Lyon St Unit# 407 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 408 730 S Lyon St Unit# 409 730 S Lyon St Unit# 410 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 411 730 S Lyon St Unit# 412 730 S Lyon St Unit# 413 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 414 730 S Lyon St Unit# 415 730 S Lyon St Unit# 416 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 417 730 S Lyon St Unit# 418 730 S Lyon St Unit# 419 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 420 730 S Lyon St Unit# 421 730 S Lyon St Unit# 422 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 423 730 S Lyon St Unit# 424 730 S Lyon St Unit# 425 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 426 730 S Lyon St Unit# 427 730 S Lyon St Unit# 428 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 429 730 S Lyon St Unit# 430 730 S Lyon St Unit# 431 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 432 730 S Lyon St Unit# 433 730 S Lyon St Unit# 434 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 163 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 435 730 S Lyon St Unit# 436 730 S Lyon St Unit# 437 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 438 730 S Lyon St Unit# 439 730 S Lyon St Unit# 440 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 441 730 S Lyon St Unit# 442 730 S Lyon St Unit# 443 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 444 730 S Lyon St Unit# 445 730 S Lyon St Unit# 446 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 447 730 S Lyon St Unit# 448 730 S Lyon St Unit# 449 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St Unit# 450 740 S Lyon St Unit# 501 740 S Lyon St Unit# 502 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 503 740 S Lyon St Unit# 504 740 S Lyon St Unit# 505 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 506 740 S Lyon St Unit# 507 740 S Lyon St Unit# 508 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 509 740 S Lyon St Unit# 510 740 S Lyon St Unit# 511 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 512 740 S Lyon St Unit# 513 740 S Lyon St Unit# 514 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 164 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 515 740 S Lyon St Unit# 516 740 S Lyon St Unit# 517 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 518 740 S Lyon St Unit# 519 740 S Lyon St Unit# 520 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 521 740 S Lyon St Unit# 522 740 S Lyon St Unit# 523 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 524 740 S Lyon St Unit# 525 740 S Lyon St Unit# 526 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 527 740 S Lyon St Unit# 528 740 S Lyon St Unit# 529 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 530 740 S Lyon St Unit# 531 740 S Lyon St Unit# 532 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 533 740 S Lyon St Unit# 534 740 S Lyon St Unit# 535 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 536 740 S Lyon St Unit# 537 740 S Lyon St Unit# 538 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 539 740 S Lyon St Unit# 540 740 S Lyon St Unit# 541 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 542 740 S Lyon St Unit# 543 740 S Lyon St Unit# 544 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 165 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 545 740 S Lyon St Unit# 546 740 S Lyon St Unit# 547 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 548 740 S Lyon St Unit# 549 740 S Lyon St Unit# 550 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 551 740 S Lyon St Unit# 552 740 S Lyon St Unit# 553 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 554 740 S Lyon St Unit# 555 740 S Lyon St Unit# 556 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St Unit# 557 740 S Lyon St Unit# 558 740 S Lyon St Unit# 559 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 601 750 S Lyon St Unit# 602 750 S Lyon St Unit# 603 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 604 750 S Lyon St Unit# 605 750 S Lyon St Unit# 606 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 607 750 S Lyon St Unit# 608 750 S Lyon St Unit# 609 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 610 750 S Lyon St Unit# 611 750 S Lyon St Unit# 612 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 613 750 S Lyon St Unit# 614 750 S Lyon St Unit# 615 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 166 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 616 750 S Lyon St Unit# 617 750 S Lyon St Unit# 618 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 619 750 S Lyon St Unit# 620 750 S Lyon St Unit# 621 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 622 750 S Lyon St Unit# 623 750 S Lyon St Unit# 624 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 625 750 S Lyon St Unit# 626 750 S Lyon St Unit# 627 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 628 750 S Lyon St Unit# 629 750 S Lyon St Unit# 630 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 631 750 S Lyon St Unit# 632 750 S Lyon St Unit# 633 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 634 750 S Lyon St Unit# 635 750 S Lyon St Unit# 636 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 637 750 S Lyon St Unit# 638 750 S Lyon St Unit# 639 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 640 750 S Lyon St Unit# 641 750 S Lyon St Unit# 642 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 643 750 S Lyon St Unit# 644 750 S Lyon St Unit# 645 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 167 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 646 750 S Lyon St Unit# 647 750 S Lyon St Unit# 648 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St Unit# 649 750 S Lyon St Unit# 650 760 S Lyon St Unit# 701 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 702 760 S Lyon St Unit# 703 760 S Lyon St Unit# 704 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 705 760 S Lyon St Unit# 706 760 S Lyon St Unit# 707 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 708 760 S Lyon St Unit# 709 760 S Lyon St Unit# 710 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 711 760 S Lyon St Unit# 712 760 S Lyon St Unit# 713 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 714 760 S Lyon St Unit# 715 760 S Lyon St Unit# 716 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 717 760 S Lyon St Unit# 718 760 S Lyon St Unit# 719 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 720 760 S Lyon St Unit# 721 760 S Lyon St Unit# 722 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 723 760 S Lyon St Unit# 724 760 S Lyon St Unit# 725 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 168 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 726 760 S Lyon St Unit# 727 760 S Lyon St Unit# 728 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 729 760 S Lyon St Unit# 730 760 S Lyon St Unit# 731 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 732 760 S Lyon St Unit# 733 760 S Lyon St Unit# 734 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 735 760 S Lyon St Unit# 736 760 S Lyon St Unit# 737 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 738 760 S Lyon St Unit# 739 760 S Lyon St Unit# 740 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 741 760 S Lyon St Unit# 742 760 S Lyon St Unit# 743 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 744 760 S Lyon St Unit# 745 760 S Lyon St Unit# 746 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 747 760 S Lyon St Unit# 748 760 S Lyon St Unit# 749 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 750 760 S Lyon St Unit# 751 760 S Lyon St Unit# 752 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 753 760 S Lyon St Unit# 754 760 S Lyon St Unit# 755 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 169 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 756 760 S Lyon St Unit# 757 760 S Lyon St Unit# 758 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 759 760 S Lyon St Unit# 760 760 S Lyon St Unit# 761 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 762 760 S Lyon St Unit# 763 760 S Lyon St Unit# 764 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St Unit# 765 760 S Lyon St Unit# 766 770 S Lyon St Unit# 801 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 802 770 S Lyon St Unit# 803 770 S Lyon St Unit# 804 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 805 770 S Lyon St Unit# 806 770 S Lyon St Unit# 807 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 808 770 S Lyon St Unit# 809 770 S Lyon St Unit# 810 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 811 770 S Lyon St Unit# 812 770 S Lyon St Unit# 813 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 814 770 S Lyon St Unit# 815 770 S Lyon St Unit# 816 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 817 770 S Lyon St Unit# 818 770 S Lyon St Unit# 819 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 170 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 820 770 S Lyon St Unit# 821 770 S Lyon St Unit# 822 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 823 770 S Lyon St Unit# 824 770 S Lyon St Unit# 825 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 826 770 S Lyon St Unit# 827 770 S Lyon St Unit# 828 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 829 770 S Lyon St Unit# 830 770 S Lyon St Unit# 831 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 832 770 S Lyon St Unit# 833 770 S Lyon St Unit# 834 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 835 770 S Lyon St Unit# 836 770 S Lyon St Unit# 837 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 838 770 S Lyon St Unit# 839 770 S Lyon St Unit# 840 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 841 770 S Lyon St Unit# 842 770 S Lyon St Unit# 843 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 844 770 S Lyon St Unit# 845 770 S Lyon St Unit# 846 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 847 770 S Lyon St Unit# 848 770 S Lyon St Unit# 849 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 171 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 850 770 S Lyon St Unit# 851 770 S Lyon St Unit# 852 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St Unit# 853 770 S Lyon St Unit# 854 770 S Lyon St Unit# 855 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 901 780 S Lyon St Unit# 902 780 S Lyon St Unit# 903 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 904 780 S Lyon St Unit# 905 780 S Lyon St Unit# 906 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 907 780 S Lyon St Unit# 908 780 S Lyon St Unit# 909 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 910 780 S Lyon St Unit# 911 780 S Lyon St Unit# 912 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 913 780 S Lyon St Unit# 914 780 S Lyon St Unit# 915 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 916 780 S Lyon St Unit# 917 780 S Lyon St Unit# 918 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 919 780 S Lyon St Unit# 920 780 S Lyon St Unit# 921 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 922 780 S Lyon St Unit# 923 780 S Lyon St Unit# 924 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 172 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 925 780 S Lyon St Unit# 926 780 S Lyon St Unit# 927 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 928 780 S Lyon St Unit# 929 780 S Lyon St Unit# 930 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 931 780 S Lyon St Unit# 932 780 S Lyon St Unit# 933 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 934 780 S Lyon St Unit# 935 780 S Lyon St Unit# 936 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 937 780 S Lyon St Unit# 938 780 S Lyon St Unit# 939 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 940 780 S Lyon St Unit# 941 780 S Lyon St Unit# 942 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 943 780 S Lyon St Unit# 944 780 S Lyon St Unit# 945 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 946 780 S Lyon St Unit# 947 780 S Lyon St Unit# 948 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St Unit# 949 780 S Lyon St Unit# 950 780 S Lyon St Unit# 951 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 891-950-12 Occupant Occupant Occupant 780 S Lyon St Unit# 952 780 S Lyon St Unit# 953 12 Saddleback Rd Santa Ana CA 92705 Santa Ana CA 92705 Tustin CA 92780   City Council  21 – 173 12/6/2022   891-950-13 891-950-58 891-950-60 Occupant Occupant Occupant 13 Saddleback Rd 58 Saddleback Rd 60 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 891-950-61 891-950-63 891-950-64 Occupant Occupant Occupant 61 Saddleback Rd 63 Saddleback Rd 64 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 891-950-70 891-950-71 891-950-75 Occupant Occupant Occupant 70 Sereno 71 Sereno 75 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 891-959-02 891-959-06 891-959-13 Occupant Occupant Occupant 76 Saddleback Rd 68 Sereno 62 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 891-959-16 935-33-007 935-33-009 Occupant Occupant Occupant 66 Sereno 521 S Lyon St #7 521 S Lyon St #9 Tustin CA 92780 Santa Ana CA 92701 Santa Ana CA 92701 935-33-010 935-33-011 935-33-012 Occupant Occupant Occupant 521 S Lyon St #10 521 S Lyon St #11 521 S Lyon St #12 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-015 935-33-016 935-33-018 Occupant Occupant Occupant 521 S Lyon St #15 521 S Lyon St #16 521 S Lyon St #18 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-020 935-33-021 935-33-027 Occupant Occupant Occupant 521 S Lyon St #20 521 S Lyon St #21 521 S Lyon St #27 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-030 935-33-033 935-33-035 Occupant Occupant Occupant 521 S Lyon St #30 521 S Lyon St #33 521 S Lyon St #35 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-040 935-33-041 935-33-043 Occupant Occupant Occupant 521 S Lyon St #40 521 S Lyon St #41 521 S Lyon St #43 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 174 12/6/2022   935-33-046 935-33-053 935-33-055 Occupant Occupant Occupant 521 S Lyon St #46 521 S Lyon St #53 521 S Lyon St #55 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-057 935-33-059 935-33-060 Occupant Occupant Occupant 521 S Lyon St #57 521 S Lyon St #59 521 S Lyon St #60 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-061 935-33-062 935-33-063 Occupant Occupant Occupant 521 S Lyon St #61 521 S Lyon St #62 521 S Lyon St #63 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-064 935-33-065 935-33-068 Occupant Occupant Occupant 521 S Lyon St #64 521 S Lyon St #65 521 S Lyon St #68 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-069 935-33-072 935-33-073 Occupant Occupant Occupant 521 S Lyon St #69 521 S Lyon St #72 521 S Lyon St #73 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-074 935-33-076 935-33-077 Occupant Occupant Occupant 521 S Lyon St #74 521 S Lyon St #76 521 S Lyon St #77 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-080 935-33-082 935-33-083 Occupant Occupant Occupant 521 S Lyon St #80 521 S Lyon St #82 521 S Lyon St #83 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-087 935-33-088 935-33-093 Occupant Occupant Occupant 521 S Lyon St #87 521 S Lyon St #88 521 S Lyon St #93 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-094 935-33-099 935-33-100 Occupant Occupant Occupant 521 S Lyon St #94 521 S Lyon St #99 521 S Lyon St #100 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-101 935-33-102 935-33-103 Occupant Occupant Occupant 521 S Lyon St #101 521 S Lyon St #102 521 S Lyon St #103 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 175 12/6/2022   935-33-105 935-33-107 935-33-113 Occupant Occupant Occupant 521 S Lyon St #105 521 S Lyon St #107 521 S Lyon St #113 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-116 935-33-117 935-33-118 Occupant Occupant Occupant 521 S Lyon St #116 521 S Lyon St #117 521 S Lyon St #118 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-123 935-33-126 935-33-127 Occupant Occupant Occupant 521 S Lyon St #123 521 S Lyon St #126 521 S Lyon St #127 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-128 935-33-129 935-33-130 Occupant Occupant Occupant 521 S Lyon St #128 521 S Lyon St #129 521 S Lyon St #130 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-131 935-33-133 935-33-136 Occupant Occupant Occupant 521 S Lyon St #131 521 S Lyon St #133 521 S Lyon St #136 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-138 935-33-140 937-91-001 Occupant Occupant Occupant 521 S Lyon St #138 521 S Lyon St #140 801 S Lyon St #1 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92705 937-91-002 937-91-003 937-91-004 Occupant Occupant Occupant 801 S Lyon St #2 801 S Lyon St #3 801 S Lyon St #4 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-005 937-91-006 937-91-007 Occupant Occupant Occupant 801 S Lyon St #5 801 S Lyon St #6 801 S Lyon St #7 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-008 937-91-009 937-91-010 Occupant Occupant Occupant 801 S Lyon St #8 801 S Lyon St #9 801 S Lyon St #10 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-011 937-91-012 937-91-013 Occupant Occupant Occupant 801 S Lyon St#11 801 S Lyon St#12 801 S Lyon St#13 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 176 12/6/2022   937-91-014 937-91-015 937-91-016 Occupant Occupant Occupant 801 S Lyon St#14 801 S Lyon St#15 801 S Lyon St#16 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-018 937-91-019 937-91-020 Occupant Occupant Occupant 801 S Lyon St #18 801 S Lyon St #19 801 S Lyon St #20 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-021 937-91-022 937-91-023 Occupant Occupant Occupant 801 S Lyon St #21 801 S Lyon St #22 801 S Lyon St #23 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-024 937-91-025 937-91-026 Occupant Occupant Occupant 801 S Lyon St #24 801 S Lyon St #25 801 S Lyon St #26 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-027 937-91-028 937-91-029 Occupant Occupant Occupant 801 S Lyon St #27 801 S Lyon St #28 801 S Lyon St #29 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-030 937-91-031 937-91-032 Occupant Occupant Occupant 801 S Lyon St #30 801 S Lyon St #31 801 S Lyon St #32 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-033 937-91-034 937-91-035 Occupant Occupant Occupant 801 S Lyon St #33 801 S Lyon St #34 801 S Lyon St #35 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-036 937-91-037 937-91-038 Occupant Occupant Occupant 801 S Lyon St #36 801 S Lyon St #37 801 S Lyon St #38 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-039 937-91-040 937-91-041 Occupant Occupant Occupant 801 S Lyon St #39 801 S Lyon St #40 801 S Lyon St #41 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-042 937-91-043 937-91-044 Occupant Occupant Occupant 801 S Lyon St #42 801 S Lyon St #43 801 S Lyon St #44 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 177 12/6/2022   937-91-045 937-91-046 937-91-047 Occupant Occupant Occupant 801 S Lyon St #45 801 S Lyon St #46 801 S Lyon St #47 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-048 937-91-049 937-91-050 Occupant Occupant Occupant 801 S Lyon St #48 801 S Lyon St #49 801 S Lyon St #50 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-051 937-91-052 937-91-053 Occupant Occupant Occupant 801 S Lyon St#51 801 S Lyon St#52 801 S Lyon St#53 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-054 937-91-055 937-91-056 Occupant Occupant Occupant 801 S Lyon St #54 801 S Lyon St #55 801 S Lyon St #56 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-057 937-91-058 937-91-059 Occupant Occupant Occupant 801 S Lyon St #57 801 S Lyon St #58 801 S Lyon St #59 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-060 937-91-061 937-91-062 Occupant Occupant Occupant 801 S Lyon St #60 801 S Lyon St #61 801 S Lyon St #62 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-063 937-91-064 937-91-065 Occupant Occupant Occupant 801 S Lyon St #63 801 S Lyon St #64 801 S Lyon St #65 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-066 937-91-067 937-91-068 Occupant Occupant Occupant 801 S Lyon St#66 801 S Lyon St#67 801 S Lyon St#68 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-069 937-91-070 937-91-071 Occupant Occupant Occupant 801 S Lyon St #69 801 S Lyon St #70 801 S Lyon St #71 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-072 937-91-073 937-91-074 Occupant Occupant Occupant 801 S Lyon St #72 801 S Lyon St #73 801 S Lyon St #74 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 178 12/6/2022   937-91-075 937-91-076 937-91-077 Occupant Occupant Occupant 801 S Lyon St #75 801 S Lyon St #76 801 S Lyon St #77 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-078 937-91-079 937-91-080 Occupant Occupant Occupant 801 S Lyon St #78 801 S Lyon St #79 801 S Lyon St #80 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-081 937-91-082 937-91-083 Occupant Occupant Occupant 801 S Lyon St #81 801 S Lyon St #82 801 S Lyon St #83 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-084 937-91-085 937-91-086 Occupant Occupant Occupant 801 S Lyon St #84 801 S Lyon St #85 801 S Lyon St #86 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-087 937-91-088 937-91-089 Occupant Occupant Occupant 801 S Lyon St #87 801 S Lyon St #88 801 S Lyon St #89 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-090 937-91-091 937-91-092 Occupant Occupant Occupant 801 S Lyon St #90 801 S Lyon St #91 801 S Lyon St #92 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-093 937-91-094 937-91-095 Occupant Occupant Occupant 801 S Lyon St #93 801 S Lyon St #94 801 S Lyon St #95 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-096 937-91-097 937-91-098 Occupant Occupant Occupant 801 S Lyon St #96 801 S Lyon St #97 801 S Lyon St #98 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-099 937-91-100 937-91-101 Occupant Occupant Occupant 801 S Lyon St #99 801 S Lyon St #100 801 S Lyon St #101 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-102 937-91-103 937-91-104 Occupant Occupant Occupant 801 S Lyon St #102 801 S Lyon St #103 801 S Lyon St #104 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 179 12/6/2022   937-91-105 937-91-106 937-91-107 Occupant Occupant Occupant 801 S Lyon St #105 801 S Lyon St #106 801 S Lyon St #107 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-108 937-91-109 937-91-110 Occupant Occupant Occupant 801 S Lyon St #108 801 S Lyon St #109 801 S Lyon St #110 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-111 937-91-112 937-91-113 Occupant Occupant Occupant 801 S Lyon St #111 801 S Lyon St #112 801 S Lyon St #113 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-114 937-91-115 937-91-116 Occupant Occupant Occupant 801 S Lyon St #114 801 S Lyon St #115 801 S Lyon St #116 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-117 937-91-118 937-91-119 Occupant Occupant Occupant 801 S Lyon St #117 801 S Lyon St #118 801 S Lyon St #119 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-121 937-91-122 937-91-123 Occupant Occupant Occupant 801 S Lyon St #121 801 S Lyon St #122 801 S Lyon St #123 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-124 937-91-125 937-91-126 Occupant Occupant Occupant 801 S Lyon St #124 801 S Lyon St #125 801 S Lyon St #126 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-127 937-91-128 937-91-129 Occupant Occupant Occupant 801 S Lyon St #127 801 S Lyon St #128 801 S Lyon St #129 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-130 937-91-131 937-91-132 Occupant Occupant Occupant 801 S Lyon St #130 801 S Lyon St #131 801 S Lyon St #132 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-133 937-91-134 937-91-135 Occupant Occupant Occupant 801 S Lyon St #133 801 S Lyon St #134 801 S Lyon St #135 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 180 12/6/2022   937-91-136 937-91-137 937-91-138 Occupant Occupant Occupant 801 S Lyon St #136 801 S Lyon St #137 801 S Lyon St #138 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-139 937-91-140 937-91-141 Occupant Occupant Occupant 801 S Lyon St #139 801 S Lyon St #140 801 S Lyon St #141 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-142 937-91-143 937-91-144 Occupant Occupant Occupant 801 S Lyon St #142 801 S Lyon St #143 801 S Lyon St #144 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-145 937-91-146 937-91-147 Occupant Occupant Occupant 801 S Lyon St #145 801 S Lyon St #146 801 S Lyon St #147 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-148 937-91-149 937-91-150 Occupant Occupant Occupant 801 S Lyon St #148 801 S Lyon St #149 801 S Lyon St #150 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-151 937-91-152 937-91-153 Occupant Occupant Occupant 801 S Lyon St #151 801 S Lyon St #152 801 S Lyon St #153 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-154 937-91-155 937-91-156 Occupant Occupant Occupant 801 S Lyon St #154 801 S Lyon St #155 801 S Lyon St #156 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-157 937-91-158 937-91-159 Occupant Occupant Occupant 801 S Lyon St #157 801 S Lyon St #158 801 S Lyon St #159 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-160 937-91-161 937-91-162 Occupant Occupant Occupant 801 S Lyon St #160 801 S Lyon St #161 801 S Lyon St #162 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-163 937-91-164 937-91-165 Occupant Occupant Occupant 801 S Lyon St #163 801 S Lyon St #164 801 S Lyon St #165 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 181 12/6/2022   937-91-166 937-91-167 937-91-168 Occupant Occupant Occupant 801 S Lyon St #166 801 S Lyon St #167 801 S Lyon St #168 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-169 937-91-170 937-91-171 Occupant Occupant Occupant 801 S Lyon St #169 801 S Lyon St #170 801 S Lyon St #171 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-173 937-91-174 937-91-175 Occupant Occupant Occupant 801 S Lyon St #173 801 S Lyon St #174 801 S Lyon St #175 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-176 937-91-177 937-91-178 Occupant Occupant Occupant 801 S Lyon St #176 801 S Lyon St #177 801 S Lyon St #178 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-179 937-91-180 937-91-181 Occupant Occupant Occupant 801 S Lyon St #179 801 S Lyon St #180 801 S Lyon St #181 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-182 937-91-183 937-91-184 Occupant Occupant Occupant 801 S Lyon St #182 801 S Lyon St #183 801 S Lyon St #184 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 182 12/6/2022   Community Meeting Flyer (English & Spanish) City Council 21 — 183 12/6/2022 COMMUNITY NEIGHBORHOOD MEETING WHEN: MARCH 2, 2022 6:00 P.M. TO 7:00 P.M. WHERE: ZOOM WEBINAR (ON-LINE) LINK: https://zoom.us/s/97544513327 PHONE (AUDIO): 1 (669) 900-6833 975 4451 3327 (Phone Meeting ID) Warmington Residential is proposing 51 for -sale 3-story townhomes at 717 S. Lyon Street, the site of the existing Orange County Electrical Training Center. You're invited to the meeting to learn more information regarding this proposed development. Warmington Residential will provide general information, answer questions and solicit input on the proposed project. If you have any questions regarding this event or require language interpretation services in languages other than English, please email us at: 717SouthLyonStreet@warmingtonresidential.com or send your request to the address shown. Your email or written request for interpretation services must be received no later than February 28th at 6:00pm. 0 Warni"tngton R E S I D E N T I A L Para la l.liVUn0U1-,Ta Clpol Ve es e o e o, vea el o ro loclo clel 7o o_ 184 - -_=-- N , 12/6/2022 REUNION DE VECINOS DE LA COMUNIDAD CUANDO: 2 DE MARZO DE 2022 6:00 P.M. A LAS 7:00 P.M. DONDE: SEMINARIO WEB DE ZOOM (EN LINEA) ENLACE: https://zoom.us/s/97544513327 TELEFONO (AUDIO): 1 (669) 900-6833 975 4451 3327 (Telefono Reunion ID) Warmington Residential propone 51 casas adosadas de 3 pisos para la venta en 717 S. Lyons Street, el sitio del actual Centro de Capacitaci6n en Electricidad del Condado de Orange Ests invitado a la reuni6n para obtener mss informaci6n sobre este desarrollo propuesto. Warmington Residential proporcionars informaci6n general, responders preguntas y solicitars informaci6n sobre el proyecto propuesto. Si tiene alguna pregunta con respecto a este evento o necesita servicios de interpretaci6n de idiomas que no sean ingles, envienos un correo electr6nico: 717SouthLyonStreet@warmingtonresidential.com o envie su solicitud a la direcci6n que se muestra a continuaci6n. Su solicitud de servicios de interpretaci6n por correo electr6nico o por escrito debe recibirse a m6s tardar el 28 de febrero a las 6:00 p.m. WaTrrtotngton. RES I DENT IAL - -_=-- N , For t I 9 OUI rsiln o is roc ure, see o ersi e o roc _ 185 12/6/2022 Newspaper Notice (Affidavit/Proof of Publication) (English & Spanish) City Council 21 — 186 12/6/2022 The Orange County Register 1771 S. Lewis Street Anaheim, CA 92805 714-796-2209 5281747 WARMINGTON RESIDENTIAL 3090 PULLMAN STREET COSTA MESA, CA 92626 AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA, SS. County of Orange I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the above entitled matter. am the principal clerk of The Orange County Register, a newspaper of general circulation, published in the city of Santa Ana, County of Orange, and which newspaper has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California, under the date of November 19, 1905, Case No. A-21046, that the notice, of which the annexed is a true printed copy, has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 02/18/2022 I certify (or declare) under the penalty of perjury under the laws of the State of California that the foregoing is true and correct: Executed at Anaheim, Orange County, California, on Date: February 18, 2022. Signature PROOF OF PUBLICATION Legal No. 0011518952 Warmington Residential cordially invites you to a community information meeting to discuss: 717 S. Lyon Street A proposed residential development at the site of the existing Orange County Electrical Training Center at 717 S. Lyon Street, Santa Ana, CA 92705 The proposed proiect will be a new residential townhome community featuring 51 for -sale three story townhomes, including 8 affordable townhomes. Meeting Date, Time and Location Wednesday, March 2, 2022 6:00 P.m. to 7:00 P.m. Zoom Webinar (on-line) Link: https://zoom.us/s/97544513327 Phone Audio: 1 (669) 900-6833 Meeting ID (Phone): 9754451 3327 If you have any questions regarding this event or require language interpretation services in languages other than English, please email: 717SouthLyonStreet@warmingtonresidential.com or call 714-557-5511. Warmington Residential to invita cordialmente a una reunion de information comunitaria Para discutir: 717 S. Lyon Street Un desarrol Io residencial propouesto en el sitio de Centro de Capacitacion Electrica del Condado de Orange existente at 717 S. Lyon Street, Santa Ana, CA 92705 El Poyecto Propuesto sera una nueva communidad de casas adosadas residenciales con 51 casas adosadas de tres Pisos a la vents, incluidas 8 (ocho) casas adosadas asequibles. Fecho, Hora y Lugar de Reunion Miercoles, 2 de Marzo de 2022 6:00 p.m. a las 7:00 p.m. Zoom Webinar (en-linea) Enlace: https://zoom.us/s/97544513327 Audio del telefono: 1 (669) 900-6833 Identificacion de la reunion (telefono): 975 44513327 Si tiene alguna pregunta sabre este evento a necesita servicios de interpretacion de idiomas que no sean Ingles, envie un correo electronico a: 717SouthLyonStreet@warmingtonresidential.com o Ilamar 714-557-5511. Publish: Orange County Register February 18, 2022 City Council ,. LP 1-12i15i16 21 — 187 12/6/2022 111 lt3 may rescind any ' �yv ""''I "' - •": "'-" the winning bidder takes Y purchase uts until To all heirs, her property. possession of the personal gent creditors, � Publish: Orange County Register wise PHILI.IP RI Notice February 11, 18, 2022 11516927 A PETITION has been filed b 55 Wormington Residential cordially invites you Superior Court ORANGE r toa community information meeting to discuss: . THE PETITIO (are) do- 717 S. Lyon Street A proposed residential development at the site GLORIA BAR al representati, of the existing Orange County Electrical Training Center the decedent. at 717 S. Lyon Street, Sonto Ana, CA 92705 THE PETIT!( R 9352 minister the esl WREN The Proposed project will be a new residential townhome community featuring si for -sale three story townhome%. including 8 affordable townhomes. ministration of wi\\ a\\uw \he C Meeting Date, Time and Location Wednesday, March 2, 2022 MI—i aG\\pas asov o\. 9eior• actions, how ' GAR- 6:00 P.M. to 7:00 p-m, zoom Webinor (on-line) per he Teq� Pers.1sun\ con Seated Link: https:117oom.us/s/97544513327 Phone Audio: 1 (669) 900-6833 Pendent Meeting ID (Phone). 975 "51 3327 9raRiedu' obiection If you have any questions regarding this event or whi the trans- require language interpretation services in languages A HEA' itiOUS English, please email: oLyonStreet@warmin(3tonresident*ial.com this raw,717SouthLyonStreet warmingtonresidential.com a.m. 11 listed or call 714-557-5511. Drive\1 Warmington Residential to inviea cordialmente a una 'The co pear i reunion de informaci6n comunitaria pars discutir: desigr 717 S. Lyon Street 5Erv1( the un desarrollo residential propouesto en el sitio de Centro de site Capacltaat dreet oSantaoAna orange xistente int]7 717 S. Lyon Stal A 05 mote heart El poyecto propuesto sera una nueva communidad de casas adosadas coma residenciales con 51 casas adosadas de tres pisos a la venta, incluidas 8 (ocho) casas adosadas asecluibles. tank tanc Fecha, Hora y Lugar de Reunion con Miercoles, 2 de Marzo de 2022 set I 6:00 p.m. a Ids 7:00 p.m. IF ' Zoom Webinar (en lined) tion Enlace: htips://zoom.us/s/97544513327 staff Audio del telefono: 1 (669) 900-6833 wit Identificacidn de la reunion (telefono) : 975 4451 3327 pef Si tiene alguna pregunta sabre este evento o necesita servicios net de interpretacion de idiomas que no scan Ingles, IF envie un correo electr6nico a: cri 717SouthLyonStreet@warmingtonresidential.com cl( Ion o I I a m a r 714-557-5511. pe fill CO Publish: Orange County Register February 18, 2022 M to d( Legal Notice I Legal Notice , Legal Notice be rr City Council 21 — 188 12/6/2022 On -site Notice (Signs) (English & Spanish) City Council 21 — 189 12/6/2022 MEETING NOTICE Warmington Residential cordially invites you to a community information meeting to discuss: 717 S. Lyon Street A proposed residential development at the site of the existing Orange County Electrical Training Center at 717 S. Lyon Street, Santa Ana, CA 92705 The proposed project will be a new residential townhome community featuring 51 for -sale three story townhomes, including 8 affordable townhomes. Meeting Date, Time and Location Wednesday, March 2, 2022 6:00 p.m. to 7:00 p.m. Zoom Webinar (on-line) Link: https://zoom.us/s/97544513327 Phone Audio: 1 (669) 900-6833 Meeting ID (Phone): 975 4451 3327 If you have any questions regarding this event or require language interpretation services in languages other than English, please email: 717SouthLyonStreet@warmingtonreside ntiaLcom Warmington Residential to invita cordialmente a una reuni6n de informacion comunitaria para discutir: 717 S. Lyon Street Un desarrollo residencial propouesto en el sitio de Centro de Capacitacion Electrica del Condado de Orange existente at 717 S. Lyon Street, Santa Ana, CA 92705 El poyecto propuesto sera una nueva communidad de casas adosadas residenciales con 51 casas adosadas de tres pisos a la venta, incluidas 8 (ocho) casas adosadas asequibles. Fecha, Hora y Lugar de Reunion Miercoles, 2 de Marzo de 2022 6:00 p.m. a las 7:00 p.m. Zoom Webinar (en-linea) Enlace: https://zoom.us/s/97544513327 Audio del telefono: 1 (669) 900-6833 Identificaci6n de la reuni6n (telefono): 975 4451 3327 Si tiene alguna pregunta sobre este evento o necesita servicios de interpretacion de idiomas que no sean Ingles, envie un correo electr6nico a: �1��t�L�st��et�v►��gtar�s+s�eaat�a� City Council 21 — 190 12/6/2022 - � • ,,mow � i �- a Y� t AI 4_. srt h y u 4�t # i j• i �. 4. , Zoom Webinar Attendee List City Council 21 — 192 12/6/2022 Attendee Report - Zoom Webinar Report Generated: 3/3/2022 11:02 Topic Webinar ID Actual Start Time Actual Duration (minutes) # Registered # Cancelled 717 South Lyon Street 1975 44513327 3/2/2022 17:23 112 10 Host Details Attended User Name (Original Name) Email Join Time Leave Time Time in Session (minutes) Yes corpvideo@warmingtongroup.com corpvideo@warmingtongroup.com 3/2/2022 17:36 3/2/2022 18:48 72 Panelist Details Attended User Name (Original Name) Email Join Time Leave Time Time in Session (minutes) Yes Conference Room* AF461B7F-4AC4-A42B-79FF-3950B29A21AF@crc.h323 3/2/202217:23 3/2/2022 18:48 85 Yes I.IosephOftelie joftelie@gmail.com 3/2/202217:39 3/2/202218:48 69 Yes IMaribel I maribelm@warmingtongroup.com 3/2/202217:43 3/2/202218:47 65 * Greg Ocasek Attendee Details Att.nrl.rl I leer Nam. Inriainal Nam.l Fi-t Nam. I act Nam. Finail P—ktrntinn Tim. Yes Alyssa Ventura Alyssa Ventura aventura@santa-ana.org 3/2/2022 13:10 No Conference_ Room Conference_ Room AF461B7F-4AC4-A42B-79FF-3950B29A21AF@crc.h323 3/2/202217:23 Yes Joseph Oftelie Joseph Oftelie joftelie@gmail.com 3/2/2022 17:38 Yes Maribel Maribel maribelm@warmingtongroup.com 3/2/2022 17:42 Yes Janet Janet 92.janetr@gmail.com 3/2/2022 17:57 Yes Alex G Alex G AlexG_1999@Yahoo.com 3/2/2022 17:59 Yes Pedro Gomez Pedro Gomez pgomez@santa-ana.org 3/2/2022 18:00 Yes Ali Pezeshkpour Ali Pezeshkpour apezeshkpour@santa-ana.org 3/2/2022 18:02 Yes Ali Pezeshkpour Ali Pezeshkpour apezeshkpour@santa-ana.org Yes jessie Lopez Jessie Lopez jessielopez@santa-ana.org 3/2/2022 18:05 Yes Evelyn Mani Evelyn Mani evelynmani3l@yahoo.com 3/2/2022 18:22 Yes Natalia Natalia nat.rivera3ll3@gmail.com 3/2/2022 18:41 Other Attended User Name loin Time Leave Time Time in Session (minutes) Country/Region Name 17149557719 3/2/2022 18:25 3/2/2022 18:37 12I United States 17143134174 3/2/2022 18:03 3/2/2022 18:48 145 1 United States City Council 21 — 193 12/6/2022 Meeting Minutes City Council 21 — 194 12/6/2022 11 I"11002► 11ill Ill M1 717 S. LYON STREET PROJECT SUNSHINE ORDINANCE COMMUNITY MEETING (ZOOM WEBINAR) MARCH 2, 2022, 6:00 P.M. A Sunshine Ordinance Meeting was held on March 2, 2022 at 6:00 p.m. In consultation with Pedro Gomez, Senior Planner, he recommended the option of holding the meeting on-line. The Applicant, Warmington Residential, conducted the meeting via a Zoom Webinar for the presentation and questions/answers regarding the 717 S. Lyon Street residential project. The project application was submitted to the City of Santa Ana on December 17, 2021. After discussion with City staff and, given the Holiday season, Warmington Residential decided to have the community meeting following the required "within the first 20 days of the submittal". City staff indicated the community meeting was required prior to the project advancing to Planning Commission. The zoom webinar was conducted in English with Spanish translation. The attendee report data shows 1 host, 11 people registered via on-line and 2 people joined through the phone option. These minutes reflect major comments only and do not provide a complete transcript of the meeting. Presenting or in attendance on behalf of Applicant: Greg Ocasek, Warmington Residential (Project Consultant) Joe Oftelie, Warmington Residential (Vice President) Maribel Maciel, Warmington Residential (Assistant Project Manager and Spanish Interpreter) Mario Santos, Warmington Residential (Information Systems Manager) In attendance from the City of Santa Ana: Pedro Gomez, Senior Planner Ali Pezeshkpour, Principal Planner Alyssa Ventura, Planning Assistant Jessie Lopez In attendance from the Community: 4 Participants via Zoom and 2 via phone (see attached Attendee Report) Page 1 of 4 City Council 21 — 195 12/6/2022 Introduction & Presentation The general format of the zoom webinar was the introduction presented in English, then presented again in Spanish, followed by the project presentation presented in English, then presented again in Spanish, followed by the question and answer portion of the meeting, in which the questions submitted were answered in English and then translated in Spanish. See attached Presentation Slides & Narrative. 1. Introduction — presented by Greg Ocasek (in English) 2. Introduction — presented by Maribel Maciel (in Spanish) 3. Presentation — presented by Greg Ocasek (in English) 4. Presentation — presented by Maribel Maciel (in Spanish) Question & Answers Following the Applicant's presentation, presented in both English and Spanish, questions were submitted on-line. Applicant response is indicated by "RESPONSE". 1. When will we know the cost of the units? a. RESPONSE: Following the current entitlement process and final engineering of the project, the project will move into the demolition and construction stage, which is anticipated to be at least 12 months from now, at which time the pricing/marketing of the project will begin. This response was also translated into Spanish. 2. How many people are in attendance tonight? a. RESPONSE: At this time, there are 4 Panelists from Warmington, 1 attendee from Warmington, 3 attendees from the City of Santa Ana, 3 participants via zoom and 1 participant via phone. b. Note: as listed earlier in the minutes, the final tally included 4 attendees from Warmington, 4 attendees from the City, 4 participants on Zoom and 2 participants via phone. 3. If interested how can we get that (pricing) information? a. RESPONSE: Please send an email to the project email that was provided on the mailed flyer, in the newspaper notice and on the on -site posted notice (717SouthLyonStreet@warmingtonresidential.com) and we will add you to our interest list. Then at the appropriate time in the future, which may be 12 months from now, we will send out an email to everyone on the interest list. This email was also presented on a slide during the Zoom Webinar, as well as spelled out for the phone participants. This response was also translated into Spanish. Page 2 of 4 City Council 21 — 196 12/6/2022 4. Do you know if it will be pet friendly? a. RESPONSE: The project, being a for -sale project, you will be able to have pets. And, the project will have a Homeowners Association. This response was also translated into Spanish. 5. 1 live around the community and I know there's vandalism will there be security? a. RESPONSE: The project is a gated community, which will provide a form of security. No security guards. This response was also translated into Spanish. 6. One more question: is that the only project there is or is there more around the county? a. RESPONSE: To find out about other projects in the County, please reach out to the Planning Department and/or access the Planning Department page and view the new projects link. This response was also translated into Spanish. b. Pedro Gomez (City of Santa Ana) also responded in the Q&A section that they can reach the Planning Division at 714-647-5804 or email at PlanningDepartment@santa-ana.org. This response was also translated into Spanish. c. Alyssa Ventura (City of Santa Ana) also responded in the Q&A section with the link to the major planning projects and monthly development project reports: https://www.santa-ana.org/pb/planning-division/major-planning-proiects-and- monthly-development-project-reports. d. RESPONSE: A PDF of tonight's presentation (slides and narrative) will be provided to the City and it will be posted on the City's website for this project. This response was also translated into Spanish. e. Pedro Gomez (City of Santa Ana) confirmed the materials are posted on the City website. 7. Is there away for people calling into ask questions? a. RESPONSE: Not on the Zoom Webinar format, however, the phone number to call to ask you questions is 714-557-5511. For English speaking callers, please ask the receptionist to forward the call to Greg Ocasek regarding the Santa Ana project. For Spanish speaking callers, please ask the receptionist to forward the call to Maribel Maciel regarding the Santa Ana project. This response was also translated into Spanish. b. Pedro Gomez (City of Santa Ana) also responded in the Q&A section that Project specific questions can also be directed to Pedro Gomez at 714-667-2790. This response was also translated into Spanish. City Council 21 — 197 12/6/2022 The Q&A portion of the presentation was extended approximately 25 minutes to allow for any additional questions, etc. There were 2-3 participants that joined during this portion of the meeting. They were informed that they could ask questions using the Q&A function. This was also translated into Spanish. The meeting concluded with the Applicant thanking the attendees for their time and indicating that a PDF of tonight's presentation (slides and narrative), in both English and Spanish, will be provided to the City and it will be posted on the City's website for this project. The City phone numbers previously provided in the presentation were also given again. This was also translated into Spanish. Page of 4 City Council 21 — 198 12/6/2022 Presentation Slides City Council 21 — 199 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Community Meeting — March 2, 2022 111 S. LYO N STREET S A N T A A N A, c A L I f 0 R N I A City Council 21 — 200 12/6/2022 1 I sr11 ��a tr - K A y tl.......... '11 Lll- 49 / I - IAM q1t, j1hil I Werre,sj WARREN ST - Warren • � � Co w■r � �� it � � i 1 v ', � � •mow M• 4 US ROJECT SITE s 1 I sk7Fw h TAM= Las, aces -or warwi .Square ' !�" "I . Apartments . 1 , Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Site Plan OVERHEAD POWER POLE OVERHEAD POWEk LINE DEDICATION FOR LITI LITY €SMNT 1 V TO THE CLOSEST WIRE r-- PROPERTY BOUNDARY - TRASH & RECYCLE ENCLOSURE I City Council 21 — 202 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 51 For -sale 3-story Townhomes, including 8 Affordable Townhomes City Council 21 — 203 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Community Meeting — March 2, 2022 Ells w; �1 I min I 717 S. LYON STREET S A N I A ANA, I A I I f D R N I A If you have any questions, please email: 717SouthLyonStreet@warmingtonresidentiaI.com City Council 21 — 204 12/6/2022 Presentation Narrative (English & Spanish) City Council 21 — 205 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Community Meeting — March 2, 2022 ENGLISH PRESENTATION 1. INTRODUCTION a. [Slide — cover slide] b. Good evening everyone, welcome to the Community Meeting regarding the proposed residential development of the property located at 717 S. Lyon Street in Santa Ana, California by Warmington Residential. c. My name is Greg Ocasek, the Project Consultant managing the entitlement process. Here with me is: Joe Oftelie, Vice President here at Warmington, as well as Maribel Maciel, Assistant Project Manager and our Spanish interpreter. d. The format for tonight's meeting will consist of: i. Our presentation in English ii. Followed by a reading of the presentation in Spanish iii. We are using the Zoom Webinar format, which will allow you to type in any questions that you may have, by hitting the Q&A button. And, following the reading of the presentation in Spanish, we will review the comments posted and answer the questions that we can. 2. PRESENTATION a. [Slide — aerial photo] b. The proposed project will be a new residential townhome community featuring 51 for - sale 3-story townhomes, including 8 affordable townhomes. c. The site is 2.3 acres in size and is the home of the existing Orange County Electrical Training Center. There are two (2) structures on site and a large parking lot. d. The site's neighbors consist of: i. North - Saddleback Park Villas ii. East -Tustin Parc Apartments iii. South - Las Fuentes Apartments iv. West — Lyon Street (Warwick Square Apartments across street) e. [Slide — site plan] f. This townhome project will be a gated community made up of 12 residential buildings, consisting of (1) duplex, (6) 4-plex buildings and (5) 5-plex buildings. g. There will be 4 plan types that will range between 1,208 SF to 1,845 SF, with a range of 2 bedroom/2.5 bathrooms to 3 bedrooms plus a den (optional 4t" bedroom) with 3.5 bathrooms. h. 8 of the 51 townhomes will be offered as low income affordable units. We do not have information at this time regarding eligibility, pricing, or qualifications for purchasing any of the homes, including the affordable homes. When construction starts on the project, we will begin marketing all of the homes to the public. We don't expect construction to start for at least 12 months from now. City Council 21 — 206 12/6/2022 i. By providing the affordable townhomes in the community, California State Density Bonus Law: i. Does allow the density which is being proposed, 51 townhomes. ii. Does allow a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105, that is made up of 102 individual garage spaces, and 3 guest spaces (which includes an ADA space). iii. Does allow a reduction in open space, as a provided concession. The community has been designed to have two gathering areas: one just inside the gate, along Private Drive A, and the other located at the end of Private Drive A. Community Walls i. North —The existing boundary wall will be replaced with a new 6-foot masonry wall. ii. East — The existing boundary wall, which is part of the carport structure for Tustin Parc Apartments will remain in place. iii. South — Portions of the existing boundary wall, not associated with the existing carport structure for Las Fuentes Apartments, will be replaced with a new 6-foot masonry wall. The portion of the existing wall associated with the carport structure will remain in place. 3. FINAL THOUGHTS a. [Slide — ending slide] b. In conclusion, Warmington Residential appreciates this opportunity and is excited to add this community to the existing neighborhood. SPANISH PRESENTATION 1. Reading of the presentation in Spanish 1. Review questions submitted during the presentation and provide answers END - Community Meeting City Council 21 — 207 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Reunion de la comunidad — 2 de Marzo de 2022 PRESENTACION EN ESPANOL 1. INTRODUCCION a. jdiapositiva — diapositiva de portada] b. Buenas noches a todos, bienvenidos a la Reunion Comunitaria sobre el desarrollo residencial propuesto de la propiedad ubicada en 717 S. Lyon Street in Santa Ana, California por Warmington Residencial. c. Mi nombre es Greg Ocasek, el Consultor de proyectos que administra el proceso de derechos. Aqui conmigo esta: Joe Oftelie, Vicepresidente de Warmington, asi como tambien Maribel Maciel Asistente del gerente de proyectos y nuestra interprete de espanol. d. El formato para la reunion de esta noche consistira en: i. Nuestra presentation en ingles ii. Seguido de una lectura de la presentacion en espanol iii. Estamos utilizando el formato Zoom Webinar, que le permitira escribir cualquier pregunta que pueda tener, presionando el boton Preguntas y respuestas. Y, tras la lectura de la presentacion en espanol, revisaremos los comentarios publicados y resondraremos a las preguntas que podamos. 2. PRESENTACION a. jdiapositiva — diapositiva de portada] b. El Proyecto propuesto sera una nueva comunidad de casas residenciales con 51 casa adosadas de 3 pisos a la venta, incluidos ocho (8) casas adosadas asequibles. c. El sitio tiene un tamano de 2.3 acres y es el hogar del Cetro de Capacitacion en Electricidad del Condado de Orange existente. Hay dos (2) estructura en el lugar y un amplio estacionamiento. d. Los vecinos del sitio consisten en: i. Norte —Villas de Saddleback Park ii. Este -Tustin Parc Apartments iii. Sur—Apartamentos Las Fuentes A iv. Oeste: Lyon Street (Apartamentos Warwick Square al otro lado de la caIle) e. jdiapositiva — diapositiva de portada] f. Este Proyecto de casa adosada sera una comunidad cerrada compuesta por 12 edificios residenciales, que constara de (1) un duplex (6) seis edificios de 4 plex y (5) cinco edificios de 5 plex. g. Habra 4 tipos de planos que oscilaran entre 1,208 ft y 1,845 ft, con una gama de 2 habitaciones/2.5 banos a 3 habitaciones mas una sala de estar (habitacion opcional para el cuarto) con 3.5 banos. h. 8 (ocho) de las 51 casa adosadas se ofreceran como unidades asequibles para personas de bajos ingresos. No tenemos informacion en este momento con respecto a la elegibilidad, el precio o las calificaciones para comprar cualquiera de las viviendas, City Council 21 — 208 12/6/2022 incluidas las viviendas asequibles. Cuando comience la construcci6n del proyecto, comenzaremos a comercializar todas las casas al publico. No esperamos que la construcci6n comience hasta dentro de al menos 12 meses a partir de ahora. Al proporcionar casas adosadas asequible en la comunidad, la ley de Bonificaci6n de Densidad del Estado de California: i. Si permite la densidad que se propone, 51 casa adosadas. ii. Permite un maximo calculado de 90 plazas de aparcamiento. Y, el proyecto proporciona 15 espacios adicionales, un total de 105, que se componen de 102 espacios de garaje individuales y 3 espacios para invitado (que incluye un espacio ADA) iii. Si permite una reducci6n en el espacio abierto, como una concesi6n proporcionada. La comunidad ha sido disenada para tener dos areas de reuni6n: una justo dentro la puerta, a to largo de Unidad Privada A, y la otra ubicada al final de Unidad Privada A. Muros comunitarios i. Norte — El muro limitrofe existente se reemplazara con su Nuevo muro de mamposteria de 6 pies. ii. Este — El Muro delimitado existente, que forma parte de la estructura del estacionamiento techado de los apartamentos Tustin Parc , permanecera en su lugar. iii. Sur — Partes del muro delimitador existente, que no estan asociadas con la estructura de estacionamiento techado existente para los apartamentos Las Fuentes, se reemplazara con un nuevo muro de mamposteria de 6 pies. La porci6n de la pared existente asociada con la estructura de la cochera permanecera en su lugar. 3. PENSAMIENTOS FINALES a. jdiapositiva — diapositiva de portada] b. En conclusi6n, Warmington Residential aprecia esta oportunidad y esta emocionado de agregar esta comunidad al vendimiario existente. PRESENTACIO EN ESPANOL 1. Lectura de la presentaci6n en espanol Preguntas y Respuestas 1. Revisar las preguntas enviadas durante la presentaci6n y proporcionar respuestas FIN- Reunion Comunitaria City Council 21 — 209 12/6/2022 ngi � Warm qton R E S I D E N T I A L June 6, 2022 Pedro Gomez City of Santa Ana, Planning Division 20 Civic Center Plaza, Ross Annex M-20 Santa Ana, CA 92702 Re: 2m Community Meeting for Warmington Residential Project (717 S. Lyon Street) Meeting Date June 1, 2022 Dear Pedro, Per the requirements of the Sunshine Ordinance, please find attached the following items of compliance for the 2nd community meeting that was held on June 11t, 2022 for the proposed project referenced above: 1. Express Mapping Mailer Labels & 1,000-foot Radius Map Package (dated May 8th, 2022) a. Prepared for submittal to the City by Susan Case, Inc. and Express Mapping b. Please note that the cover page has a typo, indicating a 500' radius. The Certification indicates a radius of 1,000' and the Radius Map shows the 1,000' radius. 2. Community Meeting Flyer (English & Spanish) a. Mailed May 18th, 2022 to the property owners and occupants, using the labels provided by Susan Case, Inc./Express Mapping 3. Newspaper Notice a. Affidavit/Proof of Publication of the meeting notice on May 181h, 2022 by the Orange County Register b. Photo of Notice 4. On -site Notice (Sign - English & Spanish) a. Posted on -site May 18th, 2022 (photos) b. Two signs were posted 5. Zoom Webinar Attendee List a. Emails/Names, as well as phone numbers for call -in attendees, for the June 111, 2022 Community Meeting Zoom Webinar 6. Meeting Minutes 7. Presentation Slides shown at the meeting 8. Presentation Narrative (presented/read in English and Spanish) used in the meeting I confirm, under penalty of perjury, that Warmington Residential conducted the above referenced community meeting, as required by the Sunshine Ordinance. This letter PDF is being submitted within four business days, as you clarified in a phone call on June 3rd Best Re Greg Ocasek Project Consultant Cc: Joe Oftelie, Vice President 3090 Pullman Street, Costa Mesa, California 92626 t: 714.557.5511 f: 714.641.9337 HomesByWarmington.com   City Council  21 – 210 12/6/2022   Express Mapping Mailer Labels & 1,000-foot Radius Map Package (Susan Case, Inc. and Express Mapping) City Council 21 — 211 12/6/2022 E ` PRESS MAPPING MATERIALS TO SUBMIT TO THE CITY 717 Lyons St, Santa Ana APN 402-061-03 INCLUDES: 500' OWNER & OCCUPANT LIST 500' RADIUS MAP (1) SET OF GUMMED LABELS EXCEL SPREADSHEET BURNED ONTO CD CERTIFICATION PREPARED 05/08/2022 Flue ►�•ICwt   City Council  21 – 212 12/6/2022   EXPRESS MAPPING 4000 BARRANCA PKWY#250, IRVINE CA 92604 PHONE OR TEXT (949) 771-0051 orders@expressmcipping.com Certification of Preparation The attached list includes the names and addresses of all owners & occupants within 1000' from the exterior boundaries of the following address/APNs. Address: 717 Lyons St, Santa Ana APN:402-061-03 This information was obtained through First American Core Logic, a data source utilizing the county assessor rolls and other available sources. This information is generally deemed reliable, but is not guaranteed. Return of property addresses that are deemed undeliverable by the United States Postal Service is, therefore, a possibility. Susan W. Case, Inc. is not responsible for providing further investigation of said labels. Aan of this package acknowledges this fact. Laura Emerson Express Mapping Date:05/08/2022 orders@expressmapping.com   City Council  21 – 213 12/6/2022   v 12�0 w Q Qr U p z � Q Q � J _ p d SIA SHVI71M IQ 0 O J O OO w o a Q o'g w ooP: W og� Z a 0 c gU vwJ¢ R U a 0 O Z �gLL w Kau Q U / N S 1!41Y.]. • C R ZO-ZLZ-Z04 ~ S1dVMG M L 041-tiLS3w wu mFg ZO-L80-Z04 w J a „ LO'L90-Z04 tr � LL ^ 60-L40-Z04 CINVd .IIIWVd o i zeze{ rzu LO -Zo4 33ldlllnW 4 LZZIdI1InW OON00 S1dW3X3 Xdl OIS3il OIS321 c p a S6z zeze{ N W J v a~ 0 w5LL u{8� to J 6 L �9 c ^ gZ Nov jj 80 90 Z04 a0o o 4 vc USO ON00 i24 o 0 41s3N Id0 LLmw IOo ry £L' LL O Q l a1snm N I?L LE-Zo4 ap C CO, M rn Z 0a NO 90S{ Y Z l 1sn0Nl LV £-Z04 9L-LL£-Z04.11I1NVd { 3ldumiN F IVRll ONI ou'OISMI Z 4o-LL£- N N SO-LL£-Z04 = lVI0a3WW00 " U Lfi! N O J Q V —a ca O m �y„ Y v 2= awQ da �w CO 00 rn 10 90 au� g Q O N l0 - =p fA 160�o O QCL N II O J y Z aLU U ONVNO � I� m IL   City Council  21 – 214 12/6/2022   402-011-01 402-011-02 402-011-03 Meurs Co Meurs Co Meurs Co 15401 Williams St 15401 Williams St 15401 Williams St Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-021-01 402-021-06 402-021-07 Monterey Pines Cadigan Orange County Board Of Education Tustin Unified School 440 W First St #201 200 Kalmus Dr 300 S C St Tustin CA 92780 Costa Mesa CA 92626 Tustin CA 92780 402-031-06 402-041-10 402-041-13 Kelsey & Stellar Emerald Terrace Apartments Emerald Terrace Apartments 1200 Newport Center Dr #260 1300 Monterey PI 1300 Monterey PI Newport Beach CA 92660 San Marino CA 91108 San Marino CA 91108 402-051-06 402-051-07 402-051-08 Las Fuentes Bdp Las Fuentes Bdp Las Fuentes Bdp 9801 Irvine Center Dr 9801 Irvine Center Dr 9801 Irvine Center Dr Irvine CA 92618 Irvine CA 92618 Irvine CA 92618 402-051-09 402-051-10 402-061-01 Las Fuentes Bdp Las Fuentes Bdp Parc Tustin 9801 Irvine Center Dr 9801 Irvine Center Dr 2727 Lbj Freeway #806 Irvine CA 92618 Irvine CA 92618 Dallas TX 75234 402-061-02 402-061-03 402-061-07 Parc Tustin Stephen Brown Orange County Flood Control 2727 Lbj Freeway #806 717 S Lyon St 300 N Flower St 6th Floor Dallas TX 75234 Santa Ana CA 92705 Santa Ana CA 92703 402-212-02 402-221-01 402-222-03 City Of Santa Ana City Of Santa Ana Jeanne Ann Woody Po Box 1988 M-17 Po Box 1988 M-17 17853 Santiago Blvd Santa Ana CA 92702 Santa Ana CA 92702 Villa Park CA 92861 402-311-01 402-311-04 402-311-05 Pacific-santa Ana Avalon Chestnut Properties Laborers Local Union #652 5100 Birch St #200 26955 Safiro 1532 E Chestnut Ave Newport Beach CA 92660 Mission Viejo CA 92691 Santa Ana CA 92701 402-311-12 402-311-13 402-311-14 Joan Noble Trust Lyon Cardinal Investment Properties Warren Santa Ana 11611 San Vicente Blvd #640 375 Bristol St #50 11611 San Vicente Blvd #640 Los Angeles CA 90049 Costa Mesa CA 92626 Los Angeles CA 90049 402-311-15 402-311-17 402-321-01 Chelwood L P Woogie Investments Lyon Owner Llc Cref3 5295 Commerce Dr #175 375 Bristol St #50 11611 San Vicente Blvd #640 Murray UT 84107 Costa Mesa CA 92626 Los Angeles CA 90049   City Council  21 – 215 12/6/2022   932-63-001 932-63-002 932-63-003 Tyler Lawrence Collins Dis Inc Pedro Bustamante 6500 Ambrosia Ln #1713 8631 E Canyon Vista Dr 1122 S Mantle Ln #3C Carlsbad CA 92011 Anaheim CA 92808 Santa Ana CA 92705 932-63-004 932-63-005 932-63-006 Juan C Gonzalez Martha Najera Antonio Sanchez 1122 S Mantle Ln #D 1120 S Mantle Ln #5A 1120 S Mantle Ln #B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-007 932-63-008 932-63-009 Cecilia Barcenas La 0 Aileen De Miguel Amezcua 1120 S Mantle Ln #7C 1120 S Mantle Ln #81) 1118 S Mantle Ln #9A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-010 932-63-011 932-63-012 Jose Aleman Trina Trinh Tran Noe Cruz 1118 S Mantle Ln #10B 14322 Harrington Ave 14762 Monroe St Santa Ana CA 92705 Garden Grove CA 92843 Midway City CA 92655 932-63-013 932-63-014 932-63-015 Mario A Juarez Norma Gonzalez Peng Yuan 1116 S Mantle Ln #13A 1116 S Mantle Ln #14B 1116 S Mantle Ln #15C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-016 932-63-017 932-63-018 Jose G Sanchez Eloisa Gallegos Lisandra Gutierrez 1116 S Mantle Ln #16D 1112 S Mantle Ln #17A 1112 S Mantle Ln #188 Santa Ana CA 92706 Santa Ana CA 92705 Santa Ana CA 92705 932-63-019 932-63-020 932-63-021 Tyler Collins Linda Rodriguez Hilda Fuerte-heraz 1112 S Mantle Ln #19C 1112 S Mantle Ln #20-D 1108 S Mantle Ln #21A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-022 932-63-023 932-63-024 Gerardo & Luz Maria Sanchez Reyes Angelo Endoso Santos Najera 1108 S Mantle Ln #B 4521 Stanton Dr 1108 S Mantle Ln #24-D Santa Ana CA 92705 Los Angeles CA 90065 Santa Ana CA 92705 932-63-025 932-63-026 932-63-027 Jaime I Moreno Guzman Josefina Ocampo liana Olguin 1104 S Mantle Ln #25A 1104 S Mantle Ln #B 15500 Tustin Village Way #34 Santa Ana CA 92705 Santa Ana CA 92705 Tustin CA 92780 932-63-028 932-63-029 932-63-030 Superior Develop Thang Pham Blanca E Soltero 5548 E Vista Del Este 2710 Sullivan 1102 S Mantle Ln #30B Anaheim CA 92807 Irvine CA 92614 Santa Ana CA 92705   City Council  21 – 216 12/6/2022   932-63-031 932-63-032 932-63-033 Onar A & Josefina B [sip John & Xuanminh Thai Sandra Alvarez Perez 1103 Tabitha Way 8 Glen Ellen 1106 S Mantle Ln #33A Corona CA 92882 Irvine CA 92602 Santa Ana CA 92705 932-63-034 932-63-035 932-63-036 Rosa Rubio Trina Trinh Tran Eduardo Lopez 1106 S Mantle Ln #B 14322 Harrington Ave 1106 S Mantle Ln #36D Santa Ana CA 92705 Garden Grove CA 92843 Santa Ana CA 92705 932-63-037 932-63-038 932-63-039 Javier & Delia G Sandoval Douglas Brian Ward Tuan Pham & Van Khanh Nguyen 1110 S Mantle Ln #A Po Box 7389 13632 Taft St Santa Ana CA 92705 Laguna Niguel CA 92607 Garden Grove CA 92843 932-63-040 932-63-041 932-63-042 Dale Duncan Rodolfo Gutierrez Javier G & Maria Avila 1214 N Lindwood Ave 1114 S Mantle Ave #41A 1114 S Mantle Ln Un D Santa Ana CA 92701 Santa Ana CA 92705 Santa Ana CA 92705 932-63-043 932-63-044 932-63-121 Luis Manuel Buenrostro Sandeep Gandhi Dale J Duncan 5928 Kings Ranch Rd 7438 Rock Creek Ct 1001 S Mantle Ln #121-A Riverside CA 92505 Corona CA 92880 Santa Ana CA 92705 932-63-122 932-63-123 932-63-124 Robert W Hospodarec Dis Inc Martha Deyanira Aguilera 3652 Pine St 8631 E Canyon Vista Dr 1001 S Mantle Ln #D Irvine CA 92606 Anaheim CA 92808 Santa Ana CA 92705 932-63-125 932-63-126 932-63-127 Victor Bear Atiant S Gill Jose Luciano Munoz 1003 S Mantle Ln #A 2868 Sawgrass Dr 18593 Valencia St Santa Ana CA 92705 Santa Ana CA 92706 Hesperia CA 92345 932-63-128 932-63-129 932-63-130 Eliseo A Lara Tuan Pham & Van Khanh Nguyen Antonio Marquez 1003 S Mantle Ln #128D 13632 Taft St 1005 #NAME? Ln Santa Ana CA 92705 Garden Grove CA 92843 Santa Ana CA 92705 932-63-131 932-63-132 932-63-133 Daniel & Pilar Catherine Chavez Santi Pattaratornkosohn Ta-shyong Lin 1005 S Mantle Ln #131C 3816 E Summitridge Po Box 18530 Santa Ana CA 92705 Orange CA 92867 Irvine CA 92623 932-63-134 932-63-135 932-63-136 Johnson Nguyen Jesus Cruz Oliveros Robert Maccoll 680 Pine Ridge Dr 1007 S Mantle Ln #135C 535 Magnolia Ave #110 Plantation FL 33317 Santa Ana CA 92705 Long Beach CA 90802   City Council  21 – 217 12/6/2022   932-63-137 932-63-138 932-63-139 Guadalupe Granados Ramirez Thai Nguyen & Maria Reziel Nguyen Kianoush Hamadani 1009 S Mantle Ln #137A 1009 S Mantle Ln #138B 11772 Beswick PI Santa Ana CA 92705 Santa Ana CA 92705 Tustin CA 92782 932-63-140 932-63-141 932-63-142 Mario Alarcon Salvador Montoya Aguirre Steven P Mc Laughlin 1009 S Mantle Ln #D 1011 S Mantle Ln #141A Po Box 2429 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92707 932-63-143 932-63-144 932-63-145 Jorge & Sonia Reyes Juan Carlos & Ana Leticia Montoya Bertin Pablo 1011 S Mantle Ln #C 1011 S Mantle Ln #D 1013 S Mantle Ln #145A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-146 932-63-147 932-63-148 Alejandro Hernandez Roberto & Irma Murillo Rafael & Ana Guzman 1013 S Mantle Ln #146-B 1013 S Mantle #C 1013 S Mantle Ln #D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-149 932-63-150 932-63-151 Alejandro & Maria G Melendez Maria G Aguilar Po-yun Wu 1015 S Mantle #A 1015 S Mantle Ln #150B 13571 Flint Dr Santa Ana CA 92705 Santa Ana CA 92705 Tustin CA 92705 932-63-152 932-63-153 932-63-154 Armando & Estela Osegueda Brittany Deneau Shekhar & Pushpa Agrawal 1015 S Mantle Ln #152D 1017 S Mantle Ln #153A 4096 Santa Anita Ln Santa Ana CA 92705 Santa Ana CA 92705 Yorba Linda CA 92886 932-63-155 932-63-156 932-63-176 Gerardo & Alejandra R Lozano Robert W Hospodarec Kuras Edwin Stanley 1017 S Mantle Ln #C 3652 Pine St 1710 Normandy PI #A Santa Ana CA 92705 Irvine CA 92606 Santa Ana CA 92705 932-63-177 932-63-178 932-63-179 Xiang Ye Lucia Gutierrez Luis R & Renee M Rodriguez 1710 Normandy PI #2 1710 Normandy PI #C 3781 Adams St Santa Ana CA 92705 Santa Ana CA 92705 Lake Elsinore CA 92530 932-63-180 932-63-181 932-63-182 Corina Moya Aguirre Tarun Patel Raj & Renu Choudhary 8312 Fountainbleau Way 13871 Orange St 23595 Rangoon St Cypress CA 90630 Tustin CA 92780 Mission Viejo CA 92691 932-63-183 932-63-184 932-63-185 Trung Hieu Duy Do Sandhu Jatinder Singh Sandhu Jatinder Singh 1708 Normandy PI #8 1315 Willow Bud Dr 1315 Willow Bud Dr Santa Ana CA 92705 Walnut CA 91789 Walnut CA 91789   City Council  21 – 218 12/6/2022   932-63-186 932-63-187 932-63-188 Sandhu Jatinder Singh Sandhu Jatinder Singh Ignacio Gomez Amezcua 1315 Willow Bud Dr 1315 Willow Bud Dr 1704 Normandy PI #13 Walnut CA 91789 Walnut CA 91789 Santa Ana CA 92705 932-63-189 932-63-190 932-63-191 Jose Vergara Rogelio Montoya Sean C Hanna 1704 Normandy PI #B 1704 Normandy PI #C 1942 Port Locksleigh Santa Ana CA 92705 Santa Ana CA 92705 Newport Beach CA 92660 932-63-192 932-63-193 932-63-194 Mark Krieger Fernando Centeno Delfina Padilla 9832 Brentwood Dr 1702 Normandy PI #186 1702 Normandy PI #19C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-195 932-63-196 932-63-197 Anh Hoai Tran Jose Luis Caceres Keegan Dean Lund 18066 Mount Norby Cir 1705 Normandy PI #21 1705 Normandy PI Un #22 Fountain Valley CA 92708 Santa Ana CA 92705 Santa Ana CA 92705 932-63-198 932-63-199 932-63-200 K H A B Assets Infinity Alma R Gonzalez Vazquez 4652 Roxbury 4533 Mac Arthur Blvd #225 1707 Normandy PI #25(A) Irvine CA 92604 Newport Beach CA 92660 Santa Ana CA 92705 932-63-201 932-63-202 932-63-203 Dis Inc Jose L Madrigal American Estate & Trust Alice 8631 E Canyon Vista Dr 12762 Gloria St 20152 Milano Ct Anaheim CA 92808 Garden Grove CA 92843 Yorba Linda CA 92286 932-63-204 932-63-205 932-63-206 Jessica E Maldonado Amy Yen Phan Emigdio & Sandra Martinez 1709 Normandy PI #29 2570 El Dorado St 1709 Normandy PI #C31 Santa Ana CA 92705 Torrance CA 90503 Santa Ana CA 92705 932-63-207 932-63-208 932-63-209 Jose J Martinez Ortega Genaro R Martinez Ramiro A & Eneida Carranza 1709 Normandy PI #32 1721 Normandy PI #33 1721 Normandy PI #B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-210 932-63-211 932-63-212 Jennifer Ibarra & Nicholas David Noe Cruz Heather Huynh 1721 Normandy PI #35C 14762 Monroe St 1740 Honors Ln Santa Ana CA 92705 Midway City CA 92655 Corona CA 92883 932-63-213 932-63-214 932-63-215 Mark Robert Krieger Edgar S Zamora Ilana Olguin 9832 Brentwood Dr 1719 Normandy PI #C 15500 Tustin Village Way North Tustin CA 92705 Santa Ana CA 92705 Tustin CA 92780   City Council  21 – 219 12/6/2022   932-63-216 932-63-217 932-63-218 Ilana Olguin Ilana Olguin Ilana Olguin 15500 Tustin Village Way #34 15500 Tustin Village Way #34 Po Box 27852 Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 932-63-219 932-63-220 932-63-221 Jacob Canter Jorge Amezcua John C Long 8341 Bryant Dr 1903 W Blackhawk Dr 4791 Torida Way Huntington Beach CA 92647 Santa Ana CA 92704 Yorba Linda CA 92886 932-63-222 932-63-223 932-63-224 Nam Van Nguyen Avadis Guluzyan Francisco Garibay 25901 Nimes Ct 1610 Kings Rd 1713 Normandy PI #A Mission Viejo CA 92692 Newport Beach CA 92663 Santa Ana CA 92705 932-63-225 932-63-226 932-63-227 Antonio Santana Antonio Ochoa Aviles Silverio Fuentes 1713 Normandy PI #B 1713 Normandy PI Un #51 C 1713 Normandy PI #52D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-228 932-63-229 932-63-230 Javier Flores Maria Salazar Tapia Chew Meng Teoh 1723 Normandy PI #53 1723 Normandy PI #54B 13811 Solitaire Way Santa Ana CA 92705 Santa Ana CA 92705 Irvine CA 92620 932-63-231 932-63-232 932-63-233 Steven Dabic Julie Tonnu Leonel Diaz Vasquez 423 Fernleaf Ave 15500 Tustin Village Way #31 1725 Normandy PI #58 Corona DI Mar CA 92625 Tustin CA 92780 Santa Ana CA 92705 932-63-234 932-63-235 932-63-236 Ruben & Rosa Segura Theresa Que Hoang Peyo & Associates 1725 E Normandy PI #C 2919 W Wisteria PI 28812 Alta Laguna Blvd Santa Ana CA 92705 Santa Ana CA 92704 Laguna Beach CA 92651 932-63-237 932-63-238 932-63-239 Peyo & Associates Peyo & Associates Peyo & Associates 28812 Alta Laguna Blvd 28812 Alta Laguna Blvd 28812 Alta Laguna Blvd Laguna Beach CA 92651 Laguna Beach CA 92651 Laguna Beach CA 92651 932-63-240 932-63-241 932-63-242 Gabriel H Newhouse Hoang Wesley Gabriel H Newhouse 534 S Hibiscus Way 1714 S Ivanhoe St 534 S Hibiscus Way Anaheim CA 92808 Anaheim CA 92804 Anaheim CA 92808 932-63-243 932-63-244 932-63-245 Gabriel H Newhouse Xiongwei Gan Juan C Meza-hernandez 534 S Hibiscus Way 5904 Zhongliang 1731 Normandy PI #70B Anaheim CA 92808 Benan Suzhou Chi NA 21500 Santa Ana CA 92705   City Council  21 – 220 12/6/2022   932-63-246 932-63-247 932-63-248 Marysol Arreguin Gabriel H Newhouse Jose L Barrios 1731 Normandy PI #71-C 534 S Hibiscus Way 1733 Normandy PI #73 Santa Ana CA 92705 Anaheim CA 92808 Santa Ana CA 92705 932-63-249 932-63-250 932-63-252 Kent Alexander Toca Carlos Vargas Zeco Llc 1733 Normandy PI #74 1733 Normandy PI #C 1807 W Saint Anne PI Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92804 935-33-001 935-33-002 935-33-003 David & Christina Lonn Adela Serrato Phong Van Nguyen 521 S Lyon St #1 521 S Lyon St #2 521 S Lyon St #3 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-004 935-33-005 935-33-006 Francisco Resendiz Craig Palter Delia Margarita Sanchez 521 S Lyon St #4 521 S Lyon St #5 521 S Lyon St #6 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-007 935-33-008 935-33-009 Kim Q Le Alberto & Esparanza Jimenez Li Qiang Qiao Po Box 11-555 521 S Lyon St #8 11770 Warner Ave #113 Costa Mesa CA 92627 Santa Ana CA 92701 Fountain Valley CA 92708 935-33-010 935-33-011 935-33-012 Chhoeut Nguon Aalam & Mitra Sadeghi Xiaoyan Lao 1105 E Griffith PI 9392 Brewer Way 26 Iowa Santa Ana CA 92707 Villa Park CA 92861 Irvine CA 92606 935-33-013 935-33-014 935-33-015 Alix Soriano Salvador Teodoro Jasso Reyes Ruperto Solis 521 S Lyon St #13 521 S Lyon St #14 1633 S Greenville Sq Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92704 935-33-016 935-33-017 935-33-018 Jose Arturo De La Cruz Jie Li Fernando & Lidia Cervantes 12025 Dolan Ave 521 S Lyon St #17 521 S Lyon #18 Downey CA 90242 Santa Ana CA 92701 Santa Ana CA 92701 935-33-019 935-33-020 935-33-021 Dora L Davis Davinder Singh Xiao Yan Lao 521 S Lyon St #19 1024 N Ridgeline Rd 20 Juneberry Santa Ana CA 90701 Orange CA 92869 Irvine CA 92606 935-33-022 935-33-023 935-33-024 Bisola Abimbola Aladenika Jose Guadalupe Amezcua Claudio A Moreno 521 S Lyon St #22 521 S Lyon St #23 521 S Lyon St #24 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 221 12/6/2022   935-33-025 935-33-026 935-33-027 Francisco J Onofre Lourdes Lopez Keith Olson 521 S Lyon St #25 521 S Lyon St #26 19071 Mathew Cir Santa Ana CA 92710 Santa Ana CA 92701 Huntington Beach CA 92646 935-33-028 935-33-029 935-33-030 Mario Rodriguez Adan Pompa Reza Shaghaghi 521 S Lyon St #28 521 S Lyon St #29 26635 Cadenas Santa Ana CA 92701 Santa Ana CA 92701 Mission Viejo CA 92691 935-33-031 935-33-032 935-33-033 Silveria Serrato Agustin & Graciela Sanchez Phat Bui 521 S Lyon St #31 521 S Lyon St #32 10071 Trask Ave Santa Ana CA 92701 Santa Ana CA 92701 Garden Grove CA 92708 935-33-034 935-33-035 935-33-036 Gilberto & Guadalupe R Hernandez Michael Seetao Rafael S Romero 521 S Lyon St #34 16012 Villa Flores Dr 11314 Acacia Pkwy Santa Ana CA 92701 Hacienda Heights CA 91745 Garden Grove CA 92840 935-33-037 935-33-038 935-33-039 Jose Luuis Campos Randy Lee Smith Fermin Chavez 521 S Lyon St #37 521 S Lyon St #38 521 S Lyon St #39 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-040 935-33-041 935-33-042 Equity Trust Ruben & Paula Cardenas Juan Rivera Rocha 1105 W Park Ave 521 S Lyon #41 521 S Lyon St #42 Anaheim CA 92801 Santa Ana CA 92701 Santa Ana CA 92701 935-33-043 935-33-044 935-33-045 Antonio & Maria Guadalupe Zambrano Sergio A & Lourdes Zepeda Jonathan & Megan Robles 521 S Lyon #43 521 S Lyon St #44 521 S Lyon St #45 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-046 935-33-047 935-33-048 Helen Seetao Manuel A Guzman Alejandro Cruz 16033 Villa Floes Dr 521 S Lyon St #47 521 S Lyon St #48 Hacienda Heights CA 91745 Santa Ana CA 92701 Santa Ana CA 92701 935-33-049 935-33-050 935-33-051 Arturo P & Reyna Olga Carrion Jose A & Maria B Nuno Mauricio Mercado Sosa 521 S Lyon St #49 521 S Lyon St #50 521 S Lyon St #51 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-052 935-33-053 935-33-054 Brisa Estrella Vaca Serrato Do Kaylie Vu Armanda Benitez Plascencia 521 S Lyon St #52 3935 W Mcfadden Ave 521 S Lyon St #54 Santa Ana CA 92701 Santa Ana CA 92704 Santa Ana CA 92701   City Council  21 – 222 12/6/2022   935-33-055 935-33-056 935-33-057 Luan & Kim Anh Nguyen Diane Luona Sun Allen P Liou 13621 Charloma Dr 521 S Lyon St #56 12823 Moorshire Dr Tustin CA 92780 Santa Ana CA 92701 Cerritos CA 90703 935-33-058 Daniel Padilla 521 S Lyon St #58 Santa Ana CA 92701 935-33-061 Leonor Arreguin Vega 521 S Lyon St Un #61 Santa Ana CA 92701 935-33-064 Tuong Q Le Po Box 11555 Costa Mesa CA 92627 935-33-067 Alonso Buenaventura 521 S Lyon St#67 Santa Ana CA 92701 935-33-070 Jesus & Eva Rivera 521 S Lyon St #70 Santa Ana CA 92701 935-33-073 Chhoeut Nguon 1105 Griffith PI Santa Ana CA 92707 935-33-076 Benjamin & Marina Posada 2852 Jackson St Riverside CA 92503 935-33-079 Adriana Dominguez 521 S Lyon St #79 Santa Ana CA 92701 935-33-082 Juan M Sanchez 521 S Lyon #82 Santa Ana CA 92701 935-33-059 Gabriela Velasco 521 S Lyon St Santa Ana CA 92701 935-33-062 Holdings Fti 16808 Marquardt Ave Cerritos CA 90703 935-33-065 Daniel Alpay 142 Compass Irvine CA 92618 935-33-068 Mai Luong 10071 Trask Ave Garden Grove CA 92843 935-33-071 Froylan & Maria Karina Rodriguez 521 S Lyon St #71 Santa Ana CA 92701 935-33-074 Juan Manuel Rodriguez 521 Lyon St #74 Santa Ana CA 92701 935-33-077 Byron Jia-bao Chan 10890 Phillips St Tustin CA 92872 935-33-080 Siu-hang Simon & Li-ing Lynn Chan 10890 Phillips St Tustin CA 92782 935-33-083 Lyris Ceja 11193 Hama[ Ave Mira Loma CA 91752 935-33-060 Amir Momtaz 464 Monroe Irvine CA 92620 935-33-063 Helen Seetao 16033 Villa Floes Dr Hacienda Heights CA 91745 935-33-066 Terry M & Fernando Cortes 521 S Lyon St #66 Santa Ana CA 92701 935-33-069 Irma H Zabala 521 S Lyon St #69 Santa Ana CA 92701 935-33-072 Li Q Qiao 11770 Warner Ave #113 Fountain Valley CA 92708 935-33-075 David P Gomez 521 S Lyon St #75 Santa Ana CA 92701 935-33-078 Hoang Bui 521 S Lyon St #78 Santa Ana CA 92701 935-33-081 De Ortega Magadalena Castelan 521 S Lyon St #81 Santa Ana CA 92701 935-33-084 Carlos & Maria D Alba 521 S Lyon St #84 Santa Ana CA 92701   City Council  21 – 223 12/6/2022   935-33-085 935-33-086 935-33-087 Salvador Romero Raul Barrera Cruz Rolando S Dela 521 S Lyon St #85 521 S Lyon St #86 1417 E 14th St Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-088 935-33-089 935-33-090 Juan M Montejano Luis & Magdalena Mejia Juan A Del Cid 16629 Townhouse Dr 521 S Lyon St #89 521 S Lyon St #90 Tustin CA 92780 Santa Ana CA 92701 Santa Ana CA 92701 935-33-091 935-33-092 935-33-093 Estela L Serrato Diana Nguyen Rosendo P Ramirez 521 S Lyon St #91 521 S Lyon St #92 1068 Cabrillo Park #B Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-094 935-33-095 935-33-096 Tomorrowland Llc Nancy Sandoval La Torre Martha De 18 E State St #205 521 S Lyon St #95 521 S Lyon St #96 Redlands CA 92373 Santa Ana CA 92701 Santa Ana CA 92701 935-33-097 935-33-098 935-33-099 Cipriano & Bertha Martinez Rosalio Morales Odelimipa Gomez 521 S Lyon St #97 521 S Lyon St #98 521 S Lyon #99 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-100 935-33-101 935-33-102 Xiao Yan Lao Froilan & Emma Zuniga Suong Ngoc Ly 20 Juneberry 1203 Goldenview Dr 2522 W Central Irvine CA 92606 Corona CA 92882 Santa Ana CA 92704 935-33-103 935-33-104 935-33-105 Holdings Fti Sandy Wong Chhoeut Nguon 16808 Marquardt Ave 521 S Lyon St #104 1105 E Griffith PI Cerritos CA 90703 Santa Ana CA 92701 Santa Ana CA 92707 935-33-106 935-33-107 935-33-108 Irma Rodriguez Tsuhai & Yu Fen Wang Rodolfo Moreno 521 S Lyon St #106 2535 Ironbark St 521 S Lyon St #108 Santa Ana CA 92701 Fullerton CA 92835 Santa Ana CA 92701 935-33-109 935-33-110 935-33-111 Jesus Ochoa Guillermina Corona Juan Jorge Velazquez 521 S Lyon St #109 521 S Lyon St #110 521 S Lyon St #111 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-112 935-33-113 935-33-114 Miguel Navarro Li Q Qiao Michael Andrew Padilla 521 S Lyon St #112 428 S Ramona Ave #B 521 S Lyon St #114 Santa Ana CA 92701 Monterey Park CA 91754 Santa Ana CA 92701   City Council  21 – 224 12/6/2022   935-33-115 935-33-116 935-33-117 Elder Fred A Phat T Bui Tsuhai & Yu Fen Wang 315 N Barryknoll St 10071 Trask Ave 2535 Ironbark St Anaheim CA 92807 Garden Grove CA 92843 Fullerton CA 92835 935-33-118 935-33-119 935-33-120 Juan M Montejano Jose Mondragon Olga Padilla 16629 Townhouse Dr 521 S Lyon St #119 521 S Lyon St #120 Tustin CA 92780 Santa Ana CA 92701 Santa Ana CA 92701 935-33-121 935-33-122 935-33-123 Rocio & Apolinar Sanchez Garcia J Gavino Arellano Yurii & Lyudmila Kukhtin 521 S Lyon St #121 521 S Lyon St #122 801 Gallery Ct Santa Ana CA 92701 Santa Ana CA 92705 Costa Mesa CA 92626 935-33-124 935-33-125 935-33-126 Henry Fonsec Victor Vasquez Dane Speakman 521 S Lyon St #124 521 S Lyon St #125 17791 Carranza Ln Santa Ana CA 92701 Santa Ana CA 92701 Huntington Beach CA 92647 935-33-127 935-33-128 935-33-129 Fouad R Houalla Boren Ren Ezco Lk; 30 N Vista De Catalina 17516 De Oro Ct 1807 W St Anne PI Laguna Beach CA 92651 Cerritos CA 90703 Santa Ana CA 92804 935-33-130 935-33-131 935-33-132 Alicia Franco Froilan & Emma Zuniga Teodoro Morales 2706 W St Andrews PI 1203 Goldenview Dr 521 S Lyon St #132 Santa Ana CA 92708 Corona CA 92882 Santa Ana CA 92701 935-33-133 935-33-134 935-33-135 Michael Seetao Ramon Zambrano Carmen & Olivia Contreras 16012 Villa Flores Dr 521 S Lyon St #134 521 S Lyon St #135 Hacienda Heights CA 91745 Santa Ana CA 92701 Santa Ana CA 92701 935-33-136 935-33-137 935-33-138 Mai Luong Miguel Fonseca Martinez Thomas Le 10071 Trask Ave 521 S Lyon St #137 Po Box 8334 Garden Grove CA 92843 Santa Ana CA 92701 Fountain Valley CA 92728 935-33-139 935-33-140 937-91-001 Margarita Arteaga Narain Tekchandani Jorge Merodio Guzman 521 S Lyon St #139 30019 Via Rivera 801 S Lyon St #A101 Santa Ana CA 92701 Rancho Palos Verd CA 90275 Santa Ana CA 92705 937-91-002 937-91-003 937-91-004 Steven L Hilbon Jay P Friehling Isabel Alcantara 24241 Phona Dr 23052 Alicia Pkwy #H281 3050 S Bradford PI #G Laguna Niguel CA 92677 Mission Viejo CA 92692 Santa Ana CA 92707   City Council  21 – 225 12/6/2022   937-91-005 937-91-006 937-91-007 Trekforever Llc Andrew C De Leon Johnston J Michael 1506 Glenn Cir 1505 E Sahuaro Dr #5 2029 Mandarin Dr Placentia CA 92870 Phoenix CA 85020 Costa Mesa CA 92626 937-91-008 937-91-009 937-91-010 Hunter-broderick Properties James Johnston Steven L Hilbon 8 Valley View 3104 Somoa PI 24241 Rhona Dr Irvine CA 92612 Costa Mesa CA 92626 Laguna Niguel CA 92677 937-91-011 937-91-012 937-91-013 Raphael Espinoza Orozco Raphael Espinoza Orozco Kami Nguyen 26855 Calle Maria 801 S Lyon St #A112 2019 W Camden PI Mission Viejo CA 92691 Santa Ana CA 92705 Santa Ana CA 92704 937-91-014 937-91-015 937-91-016 Andrew C De Leon Armand Mandy Cruz Thi To 1505 E Sahuro Dr #5 Po Box 11124 8800 Garden Grove Blvd #34 Phoenix AZ 85020 San Bernadino CA 92423 Garden Grove CA 92844 937-91-017 937-91-018 937-91-019 Damanpreet S Dhillon Naser Taeb Ella M Doka 801 S Lyon St #17 3104 Samoa PI 5 Shire Santa Ana CA 92705 Costa Mesa CA 92626 Coto De Caza CA 92679 937-91-020 937-91-021 937-91-022 Naser Taeb Alvand Family Limited Kim Nguyen Ninh 3104 Samoa PI P 0 Box 6216 10436 Egret Ave Costa Mesa CA 92626 Laguna Niguel CA 92607 Fountain Valley CA 92708 937-91-023 937-91-024 937-91-025 Naser Taeb Yi Hai Jiang Bernice Marie Francis 3104 Samoa PI 51 Kingsbury 17697 Walnut St Costa Mesa CA 92626 Irvine CA 92620 Fountain Valley CA 92708 937-91-026 937-91-027 937-91-028 Ella M Doka Gary Hunter Gary Strawn 5 Shire 14052 Matryce Way 2034 Continental Ave Coto De Caza CA 92679 Tustin CA 92780 Costa Mesa CA 92627 937-91-029 937-91-030 937-91-031 Patrick A Matsushita Maricarmen Fraga Elham Jafarimojarrad 4700 Millenia Blvd #175-90 14261 Shadybrook Dr 25 Pacific Mist Orlando FL 32839 Tustin CA 92780 Newport Coast CA 92657 937-91-032 937-91-033 937-91-034 Steve Tomlin Lee Nakamura Steven L Hilbon 1930 Port Edward PI 13141 Sandhurst PI 24241 Rhona Dr Newport Beach CA 92660 Santa Ana CA 92705 Laguna Niguel CA 92677   City Council  21 – 226 12/6/2022   937-91-035 937-91-036 937-91-037 Jay P Friehling Isabel Alcantara Trekforever Llc 23052 Alicia Pkwy #H281 3050 S Bradford PI #G 1506 Glenn Cir Mission Viejo CA 92692 Santa Ana CA 92707 Placentia CA 92870 937-91-038 937-91-039 937-91-040 George Wei-guo Zheng Johnston J Michael Hunter-broderick Properties 18993 Bachelin St 2029 Mandarin Or 8 Valley View Rowland Heights CA 91748 Costa Mesa CA 92626 Irvine CA 92612 937-91-041 937-91-042 937-91-043 James Johnston Steven L Hilbon Vincent Cheng 3104 Samoa PI 24241 Phona Or 1675 7th St #24945 Costa Mesa CA 92626 Laguna Niguel CA 92677 Oakland CA 94623 937-91-044 937-91-045 937-91-046 Roberto Hong Lisandro Ramirez Wayne Uyehara 1815 Butler Ave #116 1642 Murano PI 7266 W 90th St Los Angeles CA 90025 Costa Mesa CA 92626 Los Angeles CA 90045 937-91-047 937-91-048 937-91-049 Armand Mandy Cruz Armand Mandy Cruz Duc Huu Nguyen Po Box 11124 Po Box 11124 16915 Edgewater Ln San Bernardino CA 92423 San Bernadino CA 92423 Huntington Beach CA 92649 937-91-050 937-91-051 937-91-052 Naser Taeb Ella M Doka Naser Taeb 3104 Samoa PI 5 Shire 3104 Samoa PI Costa Mesa CA 92626 Coto De Caza CA 92679 Costa Mesa CA 92626 937-91-053 937-91-054 937-91-055 Alvand Family Limited Kim Nguyen Ninh Naser Taeb P 0 Box 6216 10436 Egret Ave 3104 Samoa PI Laguna Niguel CA 92607 Fountain Valley CA 92708 Costa Mesa CA 92626 937-91-056 937-91-057 937-91-058 Kim Nguyen Ninh Diana Duyen Ngoc Nguyen Helen Seetao 10436 Egret Ave 16915 Edgewater Ln 16033 Villa Flores Or Fountain Valley CA 92708 Huntington Beach CA 92649 Hacienda Heights CA 91745 937-91-059 937-91-060 937-91-061 Jaime & Anna Marie Carrillo George Wei-guo Zheng Patrick A Matsushita 912 N Jackson St 18993 Bachelin St 4700 Millenia Blvd #175-90 Santa Ana CA 92703 Rowland Heights CA 91748 Orlando FL 32839 937-91-062 937-91-063 937-91-064 Gary Strawn Elham Jafarimojarrad Roberto Hong 2034 Continental Ave 25 Pacific Mist 801 Lyon #64 Costa Mesa CA 92627 Newport Coast CA 92657 Santa Ana CA 92705   City Council  21 – 227 12/6/2022   937-91-065 937-91-066 937-91-067 Steve Tomlin Philip H Mcnamee Philip H Mcnamee 1930 Port Edward PI 2400 Main St #201 2400 Main St #201 Newport Beach CA 92660 Irvine CA 92614 Irvine CA 92614 937-91-068 937-91-069 937-91-070 Hung Ngo David C Winslow Philip H Mcnamee 18402 Warren Ave 19800 Macarthur Blvd #1000 2400 Main St #201 Tustin CA 92780 Irvine CA 92612 Irvine CA 92614 937-91-071 937-91-072 937-91-073 Philip H Mcnamee Hung Ngo Diana Duyen Ngoc Nguyen 2400 Main St #201 18402 Warren Ave 16915 Edgewater Ln Irvine CA 92614 Tustin CA 92780 Huntington Beach CA 92649 937-91-074 937-91-075 937-91-076 Naser Taeb Nien-hwa Ho Nancy Y & Naser T Long 3104 Samoa PI 19132 Pilario St 470 N Poplar St Costa Mesa CA 92626 Rowland Heights CA 91748 Orange CA 92868 937-91-077 937-91-078 937-91-079 Hadi Jebory Naser Taeb Eric & Eva Yang 36 Valente 3104 Samoa PI 812 Great Bend Dr Irvine CA 92602 Costa Mesa CA 92626 Diamond Bar CA 91765 937-91-080 937-91-081 937-91-082 Kevin Ziober Hadi Jebory James L Johnston 17 Northwind Ct 36 Valente 3104 Samoa PI Newport Beach CA 92663 Irvine CA 92602 Costa Mesa CA 92626 937-91-083 937-91-084 937-91-085 Bahman K Darian Naser Taeb Zoreh Afshar 5951 E Marsha Cir 3104 Samoa PI 27821 Barbate Anaheim CA 92807 Costa Mesa CA 92626 Mission Viejo CA 92692 937-91-086 937-91-087 937-91-088 James L Johnston Bahman K Darian Naser Taeb 3104 Samoa PI 5951 E Marsha Cir 3104 Samoa PI Costa Mesa CA 92626 Anaheim CA 92807 Costa Mesa CA 92626 937-91-089 937-91-090 937-91-091 Ella M Doka Lake Perry Gary Hunter 5 Shire 14052 Matryce Way 14052 Matryce Way Coto De Caza CA 92679 Tustin CA 92780 Tustin CA 92780 937-91-092 937-91-093 937-91-094 Steven L Hilbon Steven L Hilbon Nam T & Thi T Tran 24241 Phona Dr 24241 Rhona Dr 13824 Paseo Aldebra Laguna Niguel CA 92677 Laguna Niguel CA 92677 San Diego CA 92129   City Council  21 – 228 12/6/2022   937-91-095 937-91-096 937-91-097 Paul & Susan Lam Danielle Bonfiglio Azves Llc 922 Kealaolu Ave 801 Lyon #96 7 Brentwood Honolulu HI 96816 Santa Ana CA 92704 Irvine CA 92620 937-91-098 937-91-099 937-91-100 Philip H Mc Namee Philip H Mc Namee Philip H Mc Namee 2400 Main St #201 2400 Main St #201 2400 Main St #201 Irvine CA 92614 Irvine CA 92614 Irvine CA 92614 937-91-101 937-91-102 937-91-103 Mauricio Carrillo Valdivia Hadi Jebory Hadi Jebory 1931 W Cris Ave 36 Valente 36 Valente Anaheim CA 92804 Irvine CA 92602 Irvine CA 92602 937-91-104 937-91-105 937-91-106 James L Johnston James L Johnston James L Johnston 3104 Samoa PI 3104 Samoa PI 3104 Samoa PI Costa Mesa CA 92626 Costa Mesa CA 92626 Costa Mesa CA 92626 937-91-107 937-91-108 937-91-109 James L Johnston Sousan S Darian Sousan S Darian 3104 Samoa PI 21095 Jenner #77 21095 Jenner #77 Costa Mesa CA 92626 Lake Forest CA 92630 Lake Forest CA 92630 937-91-110 937-91-111 937-91-112 Prop Hunter-broderick Prop Hunter-broderick Sousan S Darian 14052 Matryce Way 14052 Matryce Way 21095 Jenner #77 Tustin CA 92780 Tustin CA 92780 Lake Forest CA 92630 937-91-113 937-91-114 937-91-115 Sousan S Darian Hunter-broderick Properties Hunter-broderick Properties 21095 Jenner #77 14052 Matryce Way 14052 Matryce Way Lake Forest CA 92630 Tustin CA 92780 Tustin CA 92780 937-91-116 937-91-117 937-91-118 Gary Crowther Gang Zhang Bridget Orozco-martinez 2411 Domingo 15 Foxboro 801 S Lyon St#H3 Fullerton CA 92835 Irvine CA 92614 Santa Ana CA 92705 937-91-119 937-91-120 937-91-121 Khamla Hunter Dan Ngo Ella Doka 14052 Matryce Way 801 S Lyon St #120 5 Shire Tustin CA 92780 Santa Ana CA 92705 Coto De Caza CA 92679 937-91-122 937-91-123 937-91-124 Hunter-broderick Properties Andrew C De Leon Barbara Cdebaca 14052 Matryce Way 1505 E Sahuaro Dr #5 801 Lyon #124 Tustin CA 92780 Phoenix AZ 85020 Santa Ana CA 92704   City Council  21 – 229 12/6/2022   937-91-125 937-91-126 937-91-127 Gary Louis Crowther Hunter-broderick Properties Alvand Family Limited 2411 Domingo Rd 8 Valley View Po Box 6216 Fullerton CA 92835 Irvine CA 92612 Laguna Niguel CA 92607 937-91-128 937-91-129 937-91-130 Ella M Doka Gang Zhang Maricarmen Fraga 5 Shire 15 Foxboro 14261 Shadybrook Dr Coto De Caza CA 92679 Irvine CA 92614 Tustin CA 92780 937-91-131 937-91-132 937-91-133 Khamla Hunter William R & Lani J Wakeham Ella M Doka 14052 Matryce Way 3747 S Vista Campana #36 5 Shire Tustin CA 92780 Oceanside CA 92057 Coto De Caza CA 92679 937-91-134 937-91-135 937-91-136 Hunter-broderick Properties Gary Crowther Steven L Hilbon 14052 Matryce Way 2411 Domingo Rd 24241 Rhona Dr Tustin CA 92780 Fullerton CA 92835 Laguna Niguel CA 92677 937-91-137 937-91-138 937-91-139 Gary Louis Crowther Hunter-broderick Properties Alvand Family Limited 2411 Domingo Rd 14052 Matryce Way Po Box 6216 Fullerton CA 92835 Tustin CA 92780 Laguna Niguel CA 92607 937-91-140 937-91-141 937-91-142 Johnston J Michael Johnson J Michael Johnson J Michael 2029 Mandarin Dr 2029 Mandarin Dr 2029 Mandarin Dr Costa Mesa CA 92626 Costa Mesa CA 92626 Costa Mesa CA 92626 937-91-143 937-91-144 937-91-145 Prop Hunter-broderick Prop Hunter-broderick Laura E Bruno 14052 Matryce Way 14052 Matryce Way 4171 La Concetta Dr Tustin CA 92780 Tustin CA 92780 Yorba Linda CA 92886 937-91-146 937-91-147 937-91-148 Laura E Bruno Laura E Bruno Janine Jin-jee Mei 4171 La Concetta Dr 4171 La Concetta Dr 3943 Irvine Blvd #635 Yorba Linda CA 92886 Yorba Linda CA 92886 Irvine CA 92602 937-91-149 937-91-150 937-91-151 Steven C Rose Steven C Rose Lan Minh Chu 8502 E Chapman Ave #236 8502 E Chapman Ave #236 P 0 Box 910394 Orange CA 92869 Orange CA 92869 San Diego CA 92191 937-91-152 937-91-153 937-91-154 Clive K A K Peters Johnston James James L Johnston 49819 Pacino St 3104 Samoa PI 3104 Samoa PI Indio CA 92201 Costa Mesa CA 92626 Costa Mesa CA 92626   City Council  21 – 230 12/6/2022   937-91-155 937-91-156 937-91-157 Wen Chen Chang Clive K A K Peters Johnston James 18540 Stonegate Ln 49819 Pacino St 3104 Samoa PI Rowland Heights CA 91748 Indio CA 92201 Costa Mesa CA 92626 937-91-158 937-91-159 937-91-160 James L Johnston Mickey L Hui Kim Nguyen Ninh 3104 Samoa PI 3207 E Cameron Ave 10436 Egret Ave Costa Mesa CA 92626 West Covina CA 91791 Fountain Valley CA 92708 937-91-161 937-91-162 937-91-163 Helen Seetao Kim Nguyen Ninh Mickey L Hui 16033 Villa Flores Dr 10436 Egret Ave 610 N Huntington Ave Hacienda Heights CA 91745 Fountain Valley CA 92708 Monterey Park CA 91754 937-91-164 937-91-165 937-91-166 Kim Nguyen Ninh Mickey L Hui Mo-hwa Ho 10436 Egret Ave 3207 E Cameron Ave 19132 Pilario St Fountain Valley CA 92708 West Covina CA 91791 Rowland Heights CA 91748 937-91-167 937-91-168 937-91-169 Alvand Family Limited John E Gyllenhammer Michael Seetao P 0 Box 6216 7705 E Strawberry Rdg 16012 Villa Flores Dr Laguna Niguel CA 92607 Orange CA 92689 Hacienda Heights CA 91745 937-91-170 937-91-171 937-91-172 James H Gan Alvand Family Limited Victor M Shaw 151 E 19th St Po Box 6216 801 S Lyon St #172 Costa Mesa CA 92627 Laguna Niguel CA 92607 Santa Ana CA 92705 937-91-173 937-91-174 937-91-175 Helen Seetao Michael Seetao Joseph Broderick 16033 Villa Flores Dr 16012 Villa Flores Dr 8 Valley View Hacienda Heights CA 91745 Hacienda Heights CA 91745 Irvine CA 92612 937-91-176 937-91-177 937-91-178 Hunter-broderick Properties Prop Hunter-broderick Hunter-broderick Properties 8 Valley View 14052 Matryce Way 8 Valley View Irvine CA 92612 Tustin CA 92780 Irvine CA 92612 937-91-179 937-91-180 937-91-181 Hunter-broderick Properties Hunter-broderick Properties Naser Taeb 8 Valley View 8 Valley View 3104 Samoa PI Irvine CA 92612 Irvine CA 92612 Costa Mesa CA 92626 937-91-182 937-91-183 937-91-184 Naser Taeb Prop Hunter-broderick Hunter-broderick Properties 3104 Samoa PI 14052 Matryce Way 14052 Matryce Costa Mesa CA 92626 Tustin CA 92780 Tustin CA 92780   City Council  21 – 231 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 85 Amado 86 Amado 87 Amado Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 88 Amado 1 Buena Vis 2 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 3 Buena Vis 4 Buena Vis 5 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 6 Buena Vis 7 Buena Vis 8 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 9 Buena Vis 10 Buena Vis 11 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 89 Buena Vis 90 Buena Vis 91 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 92 Buena Vis 93 Buena Vis 133 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 134 Buena Vis 135 Buena Vis 136 Buena Vis Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 137 Buena Vis 77 Consuelo 79 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 80 Consuelo 81 Consuelo 82 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 232 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 83 Consuelo 156 Consuelo 157 Consuelo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 158 Consuelo 159 Consuelo 142 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 143 El Paseo 144 El Paseo 145 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 146 El Paseo 147 El Paseo 160 El Paseo Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 16 Encanto 17 Encanto 18 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 19 Encanto 20 Encanto 56 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 57 Encanto 138 Encanto 139 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 140 Encanto 141 Encanto 161 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 162 Encanto 163 Encanto 164 Encanto Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 32 Estrella 33 Estrella 35 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 233 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 36 Estrella 37 Estrella 38 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 39 Estrella 40 Estrella 41 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 42 Estrella 43 Estrella 44 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 45 Estrella 46 Estrella 47 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 48 Estrella 114 Estrella 115 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 116 Estrella 117 Estrella 118 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 119 Estrella 120 Estrella 121 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 122 Estrella 123 Estrella 124 Estrella Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 99 La Ronda 100 La Ronda 101 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 102 La Ronda 103 La Ronda 104 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 234 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 105 La Ronda 106 La Ronda 107 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 108 La Ronda 125 La Ronda 126 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 127 La Ronda 128 La Ronda 129 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 130 La Ronda 131 La Ronda 132 La Ronda Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 19 Rancho Rd 21 Rancho Rd 23 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 24 Rancho Rd 25 Rancho Rd 26 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 27 Rancho Rd 28 Rancho Rd 29 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 30 Rancho Rd 31 Rancho Rd 49 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 50 Rancho Rd 51 Rancho Rd 52 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 53 Rancho Rd 54 Rancho Rd 55 Rancho Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 235 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 109 Remanso Rd 110 Remanso Rd 111 Remanso Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 112 Remanso Rd 113 Remanso Rd 94 Rincon Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 95 Rincon 96 Rincon 97 Rincon Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 98 Rincon 12 Saddleback Rd 13 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 14 Saddleback Rd 15 Saddleback Rd 58 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 59 Saddleback Rd 60 Saddleback Rd 61 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 62 Saddleback Rd 63 Saddleback Rd 64 Saddleback Rd Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 76 Saddleback Rd 65 Sereno 66 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 67 Sereno 68 Sereno 69 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 70 Sereno 71 Sereno 72 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 236 12/6/2022   402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 73 Sereno 74 Sereno 75 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 76 Sereno 148 Sereno 149 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-011-02 Occupant Occupant Occupant 150 Sereno 151 Sereno 152 Sereno Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-011-02 402-011-02 402-021-01 Occupant Occupant Occupant 154 Sereno 155 Sereno 15481 Williams St Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-021-06 402-031-06 402-041-10 Occupant Occupant Occupant 15571 Williams St 15631 Williams St 919 S Lyon St Unit# 1 Tustin CA 92780 Tustin CA 92780 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 10 919 S Lyon St Unit# 11 919 S Lyon St Unit# 12 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 13 919 S Lyon St Unit# 14 919 S Lyon St Unit# 15 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 16 919 S Lyon St Unit# 17 919 S Lyon St Unit# 18 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 19 919 S Lyon St Unit# 2 919 S Lyon St Unit# 20 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 21 919 S Lyon St Unit# 22 919 S Lyon St Unit# 23 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 237 12/6/2022   402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 3 919 S Lyon St Unit# 4 919 S Lyon St Unit# 5 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-041-10 402-041-10 Occupant Occupant Occupant 919 S Lyon St Unit# 6 919 S Lyon St Unit# 7 919 S Lyon St Unit# 8 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-041-10 402-051-06 402-051-06 Occupant Occupant Occupant 919 S Lyon St Unit# 9 727 S Lyon St 727 S Lyon St Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# B 727 S Lyon St Bldg# C 727 S Lyon St Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# E 727 S Lyon St Bldg# F 727 S Lyon St Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Bldg# H 727 S Lyon St Bldg# 1 727 S Lyon St Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 1 Bldg# D 727 S Lyon St Unit# 1 Bldg# E 727 S Lyon St Unit# 1 Bldg# F Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 1 Bldg# G 727 S Lyon St Unit# 1 Bldg# H 727 S Lyon St Unit# 1 Bldg# I Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 10 Bldg# D 727 S Lyon St Unit# 10 Bldg# G 727 S Lyon St Unit# 10 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 100 Bldg# A 727 S Lyon St Unit# 101 Bldg# B 727 S Lyon St Unit# 101 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 238 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 101 Bldg# J 727 S Lyon St Unit# 102 Bldg# A 727 S Lyon St Unit# 102 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 102 Bldg# C 727 S Lyon St Unit# 102 Bldg# J 727 S Lyon St Unit# 103 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 103 Bldg# B 727 S Lyon St Unit# 103 Bldg# C 727 S Lyon St Unit# 103 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 104 Bldg# A 727 S Lyon St Unit# 104 Bldg# B 727 S Lyon St Unit# 104 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 104 Bldg# J 727 S Lyon St Unit# 105 Bldg# A 727 S Lyon St Unit# 105 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 105 Bldg# C 727 S Lyon St Unit# 105 Bldg# J 727 S Lyon St Unit# 106 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 106 Bldg# B 727 S Lyon St Unit# 106 Bldg# C 727 S Lyon St Unit# 106 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 107 Bldg# A 727 S Lyon St Unit# 107 Bldg# B 727 S Lyon St Unit# 107 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 107 Bldg# J 727 S Lyon St Unit# 108 Bldg# A 727 S Lyon St Unit# 108 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 108 Bldg# C 727 S Lyon St Unit# 108 Bldg# J 727 S Lyon St Unit# 109 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 239 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 109 Bldg# B 727 S Lyon St Unit# 109 Bldg# C 727 S Lyon St Unit# 109 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 11 Bldg# G 727 S Lyon St Unit# 11 Bldg# H 727 S Lyon St Unit# 110 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 110 Bldg# B 727 S Lyon St Unit# 110 Bldg# C 727 S Lyon St Unit# 110 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 111 Bldg# A 727 S Lyon St Unit# 111 Bldg# B 727 S Lyon St Unit# 111 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 111 Bldg# J 727 S Lyon St Unit# 112 Bldg# A 727 S Lyon St Unit# 112 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 112 Bldg# C 727 S Lyon St Unit# 112 Bldg# J 727 S Lyon St Unit# 113 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 113 Bldg# C 727 S Lyon St Unit# 114 Bldg# A 727 S Lyon St Unit# 114 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 115 Bldg# A 727 S Lyon St Unit# 115 Bldg# C 727 S Lyon St Unit# 116 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 116 Bldg# C 727 S Lyon St Unit# 117 Bldg# A 727 S Lyon St Unit# 118 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 119 Bldg# A 727 S Lyon St Unit# 12 Bldg# H 727 S Lyon St Unit# 120 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 240 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 121 Bldg# A 727 S Lyon St Unit# 122 Bldg# A 727 S Lyon St Unit# 123 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 124 Bldg# A 727 S Lyon St Unit# 125 Bldg# A 727 S Lyon St Unit# 126 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 127 Bldg# A 727 S Lyon St Unit# 128 Bldg# A 727 S Lyon St Unit# 129 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 13 Bldg# H 727 S Lyon St Unit# 130 Bldg# A 727 S Lyon St Unit# 131 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 132 Bldg# A 727 S Lyon St Unit# 133 Bldg# A 727 S Lyon St Unit# 134 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 135 Bldg# A 727 S Lyon St Unit# 136 Bldg# A 727 S Lyon St Unit# 14 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 15 Bldg# H 727 S Lyon St Unit# 16 Bldg# H 727 S Lyon St Unit# 17 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 18 Bldg# H 727 S Lyon St Unit# 19 Bldg# H 727 S Lyon St Unit# 2 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 2 Bldg# E 727 S Lyon St Unit# 2 Bldg# F 727 S Lyon St Unit# 2 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 2 Bldg# H 727 S Lyon St Unit# 2 Bldg# 1 727 S Lyon St Unit# 20 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 241 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 201 Bldg# A 727 S Lyon St Unit# 201 Bldg# B 727 S Lyon St Unit# 201 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 201 Bldg# J 727 S Lyon St Unit# 202 Bldg# A 727 S Lyon St Unit# 202 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 202 Bldg# C 727 S Lyon St Unit# 202 Bldg# J 727 S Lyon St Unit# 203 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 203 Bldg# B 727 S Lyon St Unit# 203 Bldg# C 727 S Lyon St Unit# 203 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 204 Bldg# A 727 S Lyon St Unit# 204 Bldg# B 727 S Lyon St Unit# 204 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 204 Bldg# J 727 S Lyon St Unit# 205 Bldg# A 727 S Lyon St Unit# 205 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 205 Bldg# C 727 S Lyon St Unit# 205 Bldg# J 727 S Lyon St Unit# 206 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 206 Bldg# B 727 S Lyon St Unit# 206 Bldg# C 727 S Lyon St Unit# 206 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 207 Bldg# A 727 S Lyon St Unit# 207 Bldg# B 727 S Lyon St Unit# 207 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 207 Bldg# J 727 S Lyon St Unit# 208 Bldg# A 727 S Lyon St Unit# 208 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 242 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 208 Bldg# C 727 S Lyon St Unit# 208 Bldg# J 727 S Lyon St Unit# 209 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 209 Bldg# B 727 S Lyon St Unit# 209 Bldg# C 727 S Lyon St Unit# 209 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 21 Bldg# H 727 S Lyon St Unit# 210 Bldg# A 727 S Lyon St Unit# 210 Bldg# B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 210 Bldg# C 727 S Lyon St Unit# 210 Bldg# J 727 S Lyon St Unit# 211 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 211 Bldg# B 727 S Lyon St Unit# 211 Bldg# C 727 S Lyon St Unit# 211 Bldg# J Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 212 Bldg# A 727 S Lyon St Unit# 212 Bldg# B 727 S Lyon St Unit# 212 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 212 Bldg# J 727 S Lyon St Unit# 213 Bldg# A 727 S Lyon St Unit# 213 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 214 Bldg# A 727 S Lyon St Unit# 214 Bldg# C 727 S Lyon St Unit# 215 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 215 Bldg# C 727 S Lyon St Unit# 216 Bldg# A 727 S Lyon St Unit# 216 Bldg# C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 217 Bldg# A 727 S Lyon St Unit# 218 Bldg# A 727 S Lyon St Unit# 219 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 243 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 22 Bldg# H 727 S Lyon St Unit# 220 Bldg# A 727 S Lyon St Unit# 221 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 222 Bldg# A 727 S Lyon St Unit# 223 Bldg# A 727 S Lyon St Unit# 224 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 225 Bldg# A 727 S Lyon St Unit# 226 Bldg# A 727 S Lyon St Unit# 227 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 228 Bldg# A 727 S Lyon St Unit# 229 Bldg# A 727 S Lyon St Unit# 23 Bldg# H Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 230 Bldg# A 727 S Lyon St Unit# 231 Bldg# A 727 S Lyon St Unit# 232 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 233 Bldg# A 727 S Lyon St Unit# 234 Bldg# A 727 S Lyon St Unit# 235 Bldg# A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 236 Bldg# A 727 S Lyon St Unit# 24 Bldg# H 727 S Lyon St Unit# 26 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 27 Bldg# D 727 S Lyon St Unit# 28 Bldg# D 727 S Lyon St Unit# 3 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 3 Bldg# E 727 S Lyon St Unit# 3 Bldg# F 727 S Lyon St Unit# 3 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 3 Bldg# H 727 S Lyon St Unit# 3 Bldg# 1 727 S Lyon St Unit# 4 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 244 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 4 Bldg# E 727 S Lyon St Unit# 4 Bldg# F 727 S Lyon St Unit# 4 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 4 Bldg# H 727 S Lyon St Unit# 4 Bldg# 1 727 S Lyon St Unit# 40 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 41 Bldg# D 727 S Lyon St Unit# 42 Bldg# D 727 S Lyon St Unit# 43 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 44 Bldg# D 727 S Lyon St Unit# 45 Bldg# D 727 S Lyon St Unit# 46 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 47 Bldg# D 727 S Lyon St Unit# 48 Bldg# D 727 S Lyon St Unit# 49 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 5 Bldg# D 727 S Lyon St Unit# 5 Bldg# E 727 S Lyon St Unit# 5 Bldg# F Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 5 Bldg# G 727 S Lyon St Unit# 50 Bldg# D 727 S Lyon St Unit# 51 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 52 Bldg# D 727 S Lyon St Unit# 53 Bldg# D 727 S Lyon St Unit# 54 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 55 Bldg# D 727 S Lyon St Unit# 56 Bldg# D 727 S Lyon St Unit# 57 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 58 Bldg# D 727 S Lyon St Unit# 59 Bldg# D 727 S Lyon St Unit# 6 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 245 12/6/2022   402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 6 Bldg# E 727 S Lyon St Unit# 6 Bldg# F 727 S Lyon St Unit# 6 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 6 Bldg# 1 727 S Lyon St Unit# 60 Bldg# D 727 S Lyon St Unit# 61 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 62 Bldg# D 727 S Lyon St Unit# 63 Bldg# D 727 S Lyon St Unit# 64 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 7 Bldg# D 727 S Lyon St Unit# 7 Bldg# G 727 S Lyon St Unit# 8 Bldg# D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-06 402-051-06 402-051-06 Occupant Occupant Occupant 727 S Lyon St Unit# 8 Bldg# G 727 S Lyon St Unit# 9 Bldg# D 727 S Lyon St Unit# 9 Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-051-07 402-051-07 402-051-07 Occupant Occupant Occupant 727 S Lyon St #A 727 S Lyob St Unit# 212 Bldg# C 727 S Lyon Ave Bldg# G Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #1A 16282 E Main St #1 B 16282 E Main St #1 C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #1 D 16282 E Main St #1 E 16282 E Main St #1 F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #2A 16282 E Main St #2B 16282 E Main St #2C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #21) 16282 E Main St #2E 16282 E Main St #2F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 246 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #3A 16282 E Main St #3B 16282 E Main St #3C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #3D 16282 E Main St #4A 16282 E Main St #4B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #4C 16282 E Main St #4D 16282 E Main St #5A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #5B 16282 E Main St #5C 16282 E Main St #5D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #5E 16282 E Main St #5F 16282 E Main St #5G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #5H 16282 E Main St #6A 16282 E Main St #6B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #6C 16282 E Main St #6D 16282 E Main St #6E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #6F 16282 E Main St #10A 16282 E Main St #10B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #10C 16282 E Main St #1 OD 16282 E Main St #1 OE Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #1 OF 16282 E Main St #10G 16282 E Main St #11A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 247 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #11 B 16282 E Main St #11 C 16282 E Main St #11 D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #11 E 16282 E Main St #11 F 16282 E Main St #11 G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #11 H 16282 E Main St #12A 16282 E Main St #12B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #12C 16282 E Main St #12D 16282 E Main St #13A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #13B 16282 E Main St #13C 16282 E Main St #13D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #13E 16282 E Main St #13F 16282 E Main St #13G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #13H 16282 E Main St #14A 16282 E Main St #14B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #14C 16282 E Main St #14D 16282 E Main St #14E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #14F 16282 E Main St #15A 16282 E Main St #15B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #15C 16282 E Main St #15D 16282 E Main St #15E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 248 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #15F 16282 E Main St #15G 16282 E Main St #15H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #17A 16282 E Main St #17B 16282 E Main St #17C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #17D 16282 E Main St #17E 16282 E Main St #17F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #17G 16282 E Main St #17H 16282 E Main St #18A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #18B 16282 E Main St #18C 16282 E Main St #18D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #18E 16282 E Main St #18F 16282 E Main St #18G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #19A 16282 E Main St #19B 16282 E Main St #19C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #19D 16282 E Main St #19E 16282 E Main St #19F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #19G 16282 E Main St #19H 16282 E Main St #191 Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #19J 16282 E Main St #19K 16282 E Main St #20A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 249 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #20B 16282 E Main St #20C 16282 E Main St #20D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #20E 16282 E Main St #20F 16282 E Main St #21A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #21 B 16282 E Main St #21 C 16282 E Main St #21 D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #21 E 16282 E Main St #21 F 16282 E Main St #21 G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #21 H 16282 E Main St #24A 16282 E Main St #24B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #24C 16282 E Main St #24D 16282 E Main St #24E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #24F 16282 E Main St #24G 16282 E Main St #24H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #25A 16282 E Main St #25B 16282 E Main St #25C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #25D 16282 E Main St #26A 16282 E Main St #26B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #26C 16282 E Main St #26D 16282 E Main St #26E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 250 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #26F 16282 E Main St #26G 16282 E Main St #26H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #261 16282 E Main St #26J 16282 E Main St #26K Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #27A 16282 E Main St #27B 16282 E Main St #27C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #27D 16282 E Main St #27E 16282 E Main St #27F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #27G 16282 E Main St #27H 16282 E Main St #28A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #28B 16282 E Main St #28C 16282 E Main St #28D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #29A 16282 E Main St #29B 16282 E Main St #29C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #29D 16282 E Main St #29E 16282 E Main St #29F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #29G 16282 E Main St #29H 16282 E Main St #291 Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #29J 16282 E Main St #29K 16282 E Main St #30A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 251 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #30B 16282 E Main St #30C 16282 E Main St #30D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #30E 16282 E Main St #30F 16282 E Main St #30G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #30H 16282 E Main St #301 16282 E Main St #30J Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #30K 16282 E Main St #31A 16282 E Main St #31 B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #31 C 16282 E Main St #31 D 16282 E Main St #32A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #32B 16282 E Main St #32C 16282 E Main St #32D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #32E 16282 E Main St #32F 16282 E Main St #32G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #32H 16282 E Main St #321 16282 E Main St #32J Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #32K 16282 E Main St #33A 16282 E Main St #33B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #33C 16282 E Main St #33D 16282 E Main St #33E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 252 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #33F 16282 E Main St #33G 16282 E Main St #33H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #34A 16282 E Main St #34B 16282 E Main St #34C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #34D 16282 E Main St #35A 16282 E Main St #35B Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #35C . 16282 E Main St #35D 16282 E Main St #35E Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #35F 16282 E Main St #35G 16282 E Main St #35H Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #36A 16282 E Main St #36B 16282 E Main St #36C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #36D 16282 E Main St #36E 16282 E Main St #36F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #37A 16282 E Main St #37B 16282 E Main St #37C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #37D 16282 E Main St #37E 16282 E Main St #37F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #37G 16282 E Main St #37H 16282 E Main St #38A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 253 12/6/2022   402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #38B 16282 E Main St #38C 16282 E Main St #38D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #38E 16282 E Main St #38F 16282 E Main St #38G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #38H 16282 E Main St #381 16282 E Main St #38J Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #38K 16282 E Main St #38L 16282 E Main St #38M Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #38N 16282 E Main St #380 16282 E Main St #38P Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #39A 16282 E Main St #39B 16282 E Main St #39C Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #39D 16282 E Main St #39E 16282 E Main St #39F Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #39G 16282 E Main St #39H 16282 E Main St #40A Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St #40B 16282 E Main St #40C 16282 E Main St #40D Tustin CA 92780 Tustin CA 92780 Tustin CA 92780 402-061-01 402-061-01 402-061-01 Occupant Occupant Occupant 16282 E Main St WE 16282 E Main St #40F 16282 E Main St #40G Tustin CA 92780 Tustin CA 92780 Tustin CA 92780   City Council  21 – 254 12/6/2022   402-061-01 402-061-03 402-061-03 Occupant Occupant Occupant 16282 E Main St #40H 1766 E McFadden Ave 717 S Lyon St #13 Tustin CA 92780 Santa Ana CA 92705 Santa Ana CA 92705 402-212-02 402-212-02 402-221-01 Occupant Occupant Occupant 1700 E 1st St 1801 E ChestnutAve 245 Elk Ln Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #1 400 S Elk Ln #2 400 S Elk Ln #3 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #4 400 S Elk Ln #5 400 S Elk Ln #6 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #7 400 S Elk Ln #8 400 S Elk Ln #9 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #10 400 S Elk Ln #11 400 S Elk Ln #12 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #13 400 S Elk Ln #14 400 S Elk Ln #15 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #16 400 S Elk Ln #17 400 S Elk Ln #18 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #19 400 S Elk Ln #20 400 S Elk Ln #21 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #22 400 S Elk Ln #23 400 S Elk Ln #24 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 255 12/6/2022   402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #25 400 S Elk Ln #26 400 S Elk Ln #27 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #28 400 S Elk Ln #29 400 S Elk Ln #30 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #31 400 S Elk Ln #32 400 S Elk Ln #33 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #34 400 S Elk Ln #35 400 S Elk Ln #36 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #37 400 S Elk Ln #38 400 S Elk Ln #39 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #40 400 S Elk Ln #41 400 S Elk Ln #42 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #43 400 S Elk Ln #44 400 S Elk Ln #45 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #46 400 S Elk Ln #47 400 S Elk Ln #48 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-222-03 402-222-03 Occupant Occupant Occupant 400 S Elk Ln #49 400 S Elk Ln #50 400 S Elk Ln #51 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-222-03 402-311-01 402-311-04 Occupant Occupant Occupant 400 S Elk Ln #52 1550 E Chestnut Ave 1534 E Chestnut Ave #A Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 256 12/6/2022   402-311-04 402-311-04 402-311-04 Occupant Occupant Occupant 1534 E Chestnut Ave #B 1534 E Chestnut Ave #C 1534 E Chestnut Ave #D Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-311-04 402-311-04 402-311-04 Occupant Occupant Occupant 1534 E Chestnut Ave #E 1534 E Chestnut Ave #F 1538 E Chestnut Ave #A Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-311-04 402-311-04 402-311-04 Occupant Occupant Occupant 1538 E Chestnut Ave #B 1538 E Chestnut Ave #C 1538 E Chestnut Ave #D Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-311-04 402-311-04 402-311-04 Occupant Occupant Occupant 1538 E Chestnut Ave #E 1538 E Chestnut Ave #F 1538 E Chestnut Ave #G Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 402-311-04 402-311-13 402-311-14 Occupant Occupant Occupant 1538 E Chestnut Ave #H 514 S Lyon St 1500 Warren St #1 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #2 1500 Warren St #3 1500 Warren St #4 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #5 1500 Warren St #6 1500 Warren St #7 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #8 1500 Warren St #9 1500 Warren St #10 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #11 1500 Warren St #12 1500 Warren St #13 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #14 1500 Warren St #15 1500 Warren St #16 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 257 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #17 1500 Warren St #18 1500 Warren St #19 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #20 1500 Warren St #21 1500 Warren St #22 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #23 1500 Warren St #24 1500 Warren St #25 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #26 1500 Warren St #27 1500 Warren St #28 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #29 1500 Warren St #30 1500 Warren St #31 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #32 1500 Warren St #33 1500 Warren St #34 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #35 1500 Warren St #36 1500 Warren St #37 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #38 1500 Warren St #39 1500 Warren St #40 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #41 1500 Warren St #42 1500 Warren St #43 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #44 1500 Warren St #45 1500 Warren St #46 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 258 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #47 1500 Warren St #48 1500 Warren St #49 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #50 1500 Warren St #51 1500 Warren St #52 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #53 1500 Warren St #54 1500 Warren St #55 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #56 1500 Warren St #57 1500 Warren St #58 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #59 1500 Warren St #60 1500 Warren St #61 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #62 1500 Warren St #63 1500 Warren St #64 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #65 1500 Warren St #66 1500 Warren St #67 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #68 1500 Warren St #69 1500 Warren St #70 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #71 1500 Warren St #72 1500 Warren St #73 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #74 1500 Warren St #75 1500 Warren St #76 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 259 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #77 1500 Warren St #78 1500 Warren St #79 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #80 1500 Warren St #81 1500 Warren St #82 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #83 1500 Warren St #84 1500 Warren St #85 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #86 1500 Warren St #87 1500 Warren St #88 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #89 1500 Warren St #90 1500 Warren St #91 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #92 1500 Warren St #93 1500 Warren St #94 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #95 1500 Warren St #96 1500 Warren St #97 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #98 1500 Warren St #99 1500 Warren St #100 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #101 1500 Warren St #102 1500 Warren St #103 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #104 1500 Warren St #105 1500 Warren St #106 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 260 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #107 1500 Warren St #108 1500 Warren St #109 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #110 1500 Warren St #111 1500 Warren St #112 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #113 1500 Warren St #114 1500 Warren St #115 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #116 1500 Warren St #117 1500 Warren St #118 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #119 1500 Warren St #120 1500 Warren St #121 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #122 1500 Warren St #123 1500 Warren St #124 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #125 1500 Warren St #126 1500 Warren St #127 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #128 1500 Warren St #129 1500 Warren St #130 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #131 1500 Warren St #132 1500 Warren St #133 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #134 1500 Warren St #135 1500 Warren St #136 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 261 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #137 1500 Warren St #138 1500 Warren St #139 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #140 1500 Warren St #141 1500 Warren St #142 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #143 1500 Warren St #144 1500 Warren St #145 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #146 1500 Warren St #147 1500 Warren St #148 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #149 1500 Warren St #150 1500 Warren St #151 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #152 1500 Warren St #153 1500 Warren St #154 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #155 1500 Warren St #156 1500 Warren St #157 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #158 1500 Warren St #159 1500 Warren St #160 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #161 1500 Warren St #162 1500 Warren St #163 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #164 1500 Warren St #165 1500 Warren St #166 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 262 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #167 1500 Warren St #168 1500 Warren St #169 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #170 1500 Warren St #171 1500 Warren St #172 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #173 1500 Warren St #174 1500 Warren St #175 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #176 1500 Warren St #177 1500 Warren St #178 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #179 1500 Warren St #180 1500 Warren St #181 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #182 1500 Warren St #183 1500 Warren St #184 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #185 1500 Warren St #186 1500 Warren St #187 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #188 1500 Warren St #189 1500 Warren St #190 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #191 1500 Warren St #192 1500 Warren St #193 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #194 1500 Warren St #195 1500 Warren St #196 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 263 12/6/2022   402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #197 1500 Warren St #198 1500 Warren St #199 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-14 402-311-14 Occupant Occupant Occupant 1500 Warren St #200 1500 Warren St #201 1500 Warren St #202 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-14 402-311-15 402-311-15 Occupant Occupant Occupant 1500 Warren St #203 700 S Lyon St #101 700 S Lyon St #102 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #103 700 S Lyon St #104 700 S Lyon St #105 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #106 700 S Lyon St #107 700 S Lyon St #108 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #109 700 S Lyon St #110 700 S Lyon St #111 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #112 700 S Lyon St #113 700 S Lyon St #114 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #115 700 S Lyon St #116 700 S Lyon St #117 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #118 700 S Lyon St #119 700 S Lyon St #120 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #121 700 S Lyon St #122 700 S Lyon St #123 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 264 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #124 700 S Lyon St #125 700 S Lyon St #126 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #127 700 S Lyon St #128 700 S Lyon St #129 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #130 700 S Lyon St #131 700 S Lyon St #132 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #133 700 S Lyon St #134 700 S Lyon St #135 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #136 700 S Lyon St #137 700 S Lyon St #138 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #139 700 S Lyon St #140 700 S Lyon St #141 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #142 700 S Lyon St #143 700 S Lyon St #144 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #145 700 S Lyon St #146 700 S Lyon St #147 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 700 S Lyon St #148 700 S Lyon St #149 700 S Lyon St #150 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #201 710 S Lyon St #202 710 S Lyon St #203 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 265 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #204 710 S Lyon St #205 710 S Lyon St #206 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #207 710 S Lyon St #208 710 S Lyon St #209 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #210 710 S Lyon St #211 710 S Lyon St #212 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #213 710 S Lyon St #214 710 S Lyon St #215 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #216 710 S Lyon St #217 710 S Lyon St #218 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #219 710 S Lyon St #220 710 S Lyon St #221 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #222 710 S Lyon St #223 710 S Lyon St #224 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #225 710 S Lyon St #226 710 S Lyon St #227 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #228 710 S Lyon St #229 710 S Lyon St #230 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #231 710 S Lyon St #232 710 S Lyon St #233 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 266 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #234 710 S Lyon St #235 710 S Lyon St #236 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #237 710 S Lyon St #238 710 S Lyon St #239 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #240 710 S Lyon St #241 710 S Lyon St #242 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #243 710 S Lyon St #244 710 S Lyon St #245 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #246 710 S Lyon St #247 710 S Lyon St #248 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #249 710 S Lyon St #250 710 S Lyon St #251 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #252 710 S Lyon St #253 710 S Lyon St #254 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #255 710 S Lyon St #256 710 S Lyon St #257 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 710 S Lyon St #258 710 S Lyon St #259 720 S Lyon St #301 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #302 720 S Lyon St #303 720 S Lyon St #304 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 267 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #305 720 S Lyon St #306 720 S Lyon St #307 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #308 720 S Lyon St #309 720 S Lyon St #310 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #311 720 S Lyon St #312 720 S Lyon St #313 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #314 720 S Lyon St #315 720 S Lyon St #316 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #317 720 S Lyon St #318 720 S Lyon St #319 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #320 720 S Lyon St #321 720 S Lyon St #322 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #323 720 S Lyon St #324 720 S Lyon St #325 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #326 720 S Lyon St #327 720 S Lyon St #328 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #329 720 S Lyon St #330 720 S Lyon St #331 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #332 720 S Lyon St #333 720 S Lyon St #334 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 268 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #335 720 S Lyon St #336 720 S Lyon St #337 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #338 720 S Lyon St #339 720 S Lyon St #340 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #341 720 S Lyon St #342 720 S Lyon St #343 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #344 720 S Lyon St #345 720 S Lyon St #346 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #347 720 S Lyon St #348 720 S Lyon St #349 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #350 720 S Lyon St #351 720 S Lyon St #352 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #353 720 S Lyon St #354 720 S Lyon St #355 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #356 720 S Lyon St #357 720 S Lyon St #358 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 720 S Lyon St #359 730 S Lyon St #401 730 S Lyon St #402 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #403 730 S Lyon St #404 730 S Lyon St #405 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 269 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #406 730 S Lyon St #407 730 S Lyon St #408 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #409 730 S Lyon St #410 730 S Lyon St #411 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #412 730 S Lyon St #413 730 S Lyon St #414 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #415 730 S Lyon St #416 730 S Lyon St #417 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #418 730 S Lyon St #419 730 S Lyon St #420 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #421 730 S Lyon St #422 730 S Lyon St #423 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #424 730 S Lyon St #425 730 S Lyon St #426 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #427 730 S Lyon St #428 730 S Lyon St #429 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #430 730 S Lyon St #431 730 S Lyon St #432 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #433 730 S Lyon St #434 730 S Lyon St #435 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 270 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #436 730 S Lyon St #437 730 S Lyon St #438 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #439 730 S Lyon St #440 730 S Lyon St #441 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #442 730 S Lyon St #443 730 S Lyon St #444 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #445 730 S Lyon St #446 730 S Lyon St #447 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 730 S Lyon St #448 730 S Lyon St #449 730 S Lyon St #450 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #501 740 S Lyon St #502 740 S Lyon St #503 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #504 740 S Lyon St #505 740 S Lyon St #506 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #507 740 S Lyon St #508 740 S Lyon St #509 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #510 740 S Lyon St #511 740 S Lyon St #512 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #513 740 S Lyon St #514 740 S Lyon St #515 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 271 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #516 740 S Lyon St #517 740 S Lyon St #518 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #519 740 S Lyon St #520 740 S Lyon St #521 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #522 740 S Lyon St #523 740 S Lyon St #524 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #525 740 S Lyon St #526 740 S Lyon St #527 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #528 740 S Lyon St #529 740 S Lyon St #530 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #531 740 S Lyon St #532 740 S Lyon St #533 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #534 740 S Lyon St #535 740 S Lyon St #536 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #537 740 S Lyon St #538 740 S Lyon St #539 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #540 740 S Lyon St #541 740 S Lyon St #542 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #543 740 S Lyon St #544 740 S Lyon St #545 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 272 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #546 740 S Lyon St #547 740 S Lyon St #548 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #549 740 S Lyon St #550 740 S Lyon St #551 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #552 740 S Lyon St #553 740 S Lyon St #554 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #555 740 S Lyon St #556 740 S Lyon St #557 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 740 S Lyon St #558 740 S Lyon St #559 750 S Lyon St #601 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #602 750 S Lyon St #603 750 S Lyon St #604 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #605 750 S Lyon St #606 750 S Lyon St #607 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #608 750 S Lyon St #609 750 S Lyon St #610 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #611 750 S Lyon St #612 750 S Lyon St #613 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #614 750 S Lyon St #615 750 S Lyon St #616 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 273 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #617 750 S Lyon St #618 750 S Lyon St #619 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #620 750 S Lyon St #621 750 S Lyon St #622 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #623 750 S Lyon St #624 750 S Lyon St #625 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #626 750 S Lyon St #627 750 S Lyon St #628 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #629 750 S Lyon St #630 750 S Lyon St #631 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #632 750 S Lyon St #633 750 S Lyon St #634 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #635 750 S Lyon St #636 750 S Lyon St #637 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #638 750 S Lyon St #639 750 S Lyon St #640 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #641 750 S Lyon St #642 750 S Lyon St #643 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #644 750 S Lyon St #645 750 S Lyon St #646 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 274 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #647 750 S Lyon St #648 750 S Lyon St #649 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 750 S Lyon St #650 760 S Lyon St #701 760 S Lyon St #702 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #703 760 S Lyon St #704 760 S Lyon St #705 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #706 760 S Lyon St #707 760 S Lyon St #708 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #709 760 S Lyon St #710 760 S Lyon St #711 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #712 760 S Lyon St #713 760 S Lyon St #714 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #715 760 S Lyon St #716 760 S Lyon St #717 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #718 760 S Lyon St #719 760 S Lyon St #720 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #721 760 S Lyon St #722 760 S Lyon St #723 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #724 760 S Lyon St #725 760 S Lyon St #726 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 275 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #727 760 S Lyon St #728 760 S Lyon St #729 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #730 760 S Lyon St #731 760 S Lyon St #732 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #733 760 S Lyon St #734 760 S Lyon St #735 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #736 760 S Lyon St #737 760 S Lyon St #738 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #739 760 S Lyon St #740 760 S Lyon St #741 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #742 760 S Lyon St #743 760 S Lyon St #744 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #745 760 S Lyon St #746 760 S Lyon St #747 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #748 760 S Lyon St #749 760 S Lyon St #750 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #751 760 S Lyon St #752 760 S Lyon St #753 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #754 760 S Lyon St #755 760 S Lyon St #756 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 276 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #757 760 S Lyon St #758 760 S Lyon St #759 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #760 760 S Lyon St #761 760 S Lyon St #762 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #763 760 S Lyon St #764 760 S Lyon St #765 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 760 S Lyon St #766 770 S Lyon St #801 770 S Lyon St #802 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #803 770 S Lyon St #804 770 S Lyon St #805 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #806 770 S Lyon St #807 770 S Lyon St #808 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #809 770 S Lyon St #810 770 S Lyon St #811 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #812 770 S Lyon St #813 770 S Lyon St #814 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #815 770 S Lyon St #816 770 S Lyon St #817 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #818 770 S Lyon St #819 770 S Lyon St #820 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 277 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #821 770 S Lyon St #822 770 S Lyon St #823 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #824 770 S Lyon St #825 770 S Lyon St #826 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #827 770 S Lyon St #828 770 S Lyon St #829 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #830 770 S Lyon St #831 770 S Lyon St #832 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #833 770 S Lyon St #834 770 S Lyon St #835 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #836 770 S Lyon St #837 770 S Lyon St #838 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #839 770 S Lyon St #840 770 S Lyon St #841 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #842 770 S Lyon St #843 770 S Lyon St #844 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #845 770 S Lyon St #846 770 S Lyon St #847 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #848 770 S Lyon St #849 770 S Lyon St #850 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 278 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #851 770 S Lyon St #852 770 S Lyon St #853 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 770 S Lyon St #854 770 S Lyon St #855 780 S Lyon St #901 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #902 780 S Lyon St #903 780 S Lyon St #904 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #905 780 S Lyon St #906 780 S Lyon St #907 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #908 780 S Lyon St #909 780 S Lyon St #910 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #911 780 S Lyon St #912 780 S Lyon St #913 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #914 780 S Lyon St #915 780 S Lyon St #916 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #917 780 S Lyon St #918 780 S Lyon St #919 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #920 780 S Lyon St #921 780 S Lyon St #922 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #923 780 S Lyon St #924 780 S Lyon St #925 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 279 12/6/2022   402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #926 780 S Lyon St #927 780 S Lyon St #928 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #929 780 S Lyon St #930 780 S Lyon St #931 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #932 780 S Lyon St #933 780 S Lyon St #934 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #935 780 S Lyon St #936 780 S Lyon St #937 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #938 780 S Lyon St #939 780 S Lyon St #940 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #941 780 S Lyon St #942 780 S Lyon St #943 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #944 780 S Lyon St #945 780 S Lyon St #946 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #947 780 S Lyon St #948 780 S Lyon St #949 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-15 402-311-15 Occupant Occupant Occupant 780 S Lyon St #950 780 S Lyon St #951 780 S Lyon St #952 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-311-15 402-311-17 402-321-01 Occupant Occupant Occupant 780 S Lyon St #953 1546 E Chestnut Ave 922 S Lyon St Santa Ana CA 92705 Santa Ana CA 92701 Santa Ana CA 92705   City Council  21 – 280 12/6/2022   402-321-01 402-321-01 402-321-01 Occupant Occupant Occupant 9221/2 S Lyon St 924 S Lyon St 926 S Lyon St Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 402-321-01 932-63-001 932-63-002 Occupant Occupant Occupant 1001 S Grand Ave 1122 S Mantle Ln #1A 1122 S Mantle Ln #2B Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-004 932-63-006 932-63-011 Occupant Occupant Occupant 1122 S Mantle Ln #41) 1120 S Mantle Ln #613 1118 S Mantle Ln #11 C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-012 932-63-018 932-63-020 Occupant Occupant Occupant 1118 S Mantle Ln #12D 1112 S Mantle Ln #18B 1112 S Mantle Ln #20D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-022 932-63-023 932-63-024 Occupant Occupant Occupant 1108 S Mantle Ln #2213 1108 S Mantle Ln #23C 1108 S Mantle Ln #24D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-026 932-63-027 932-63-028 Occupant Occupant Occupant 1104 S Mantle Ln #2613 1104 S Mantle Ln #27C 1104 S Mantle Ln #28D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-029 932-63-031 932-63-032 Occupant Occupant Occupant 1102 S Mantle Ln #29A 1102 S Mantle Ln #31 C 1102 S Mantle Ln #32D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-034 932-63-035 932-63-037 Occupant Occupant Occupant 1106,S Mantle Ln #34B 1106 S Mantle Ln #35C 1110 S Mantle Ln #37A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-038 932-63-039 932-63-040 Occupant Occupant Occupant 1110 S Mantle Ln #3813 1110 S Mantle Ln #39C 1110 S Mantle Ln #40D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-041 932-63-042 932-63-043 Occupant Occupant Occupant 1114 S Mantle Ln #41A 1114 S Mantle Ln #426 1114 S Mantle Ln #43C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 281 12/6/2022   932-63-044 932-63-121 932-63-122 Occupant Occupant Occupant 1114 S Mantle Ln #44D 1001 S Mantle Ln #121A 1001 S Mantle Ln #122C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-123 932-63-124 932-63-125 Occupant Occupant Occupant 1001 S Mantle Ln #123B 1001 S Mantle Ln #124D 1003 S Mantle Ln #125A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-126 932-63-127 932-63-129 Occupant Occupant Occupant 1003 S Mantle Ln #126B 1003 S Mantle Ln #127C 1005 S Mantle Ln #129A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-130 932-63-132 932-63-133 Occupant Occupant Occupant 1005 S Mantle Ln #130B 1005 S Mantle Ln #132D 1007 S Mantle Ln #133A Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-134 932-63-136 932-63-139 Occupant Occupant Occupant 1007 S Mantle Ln #134B 1007 S Mantle Ln #136D 1009 S Mantle Ln #139C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-140 932-63-142 932-63-143 Occupant Occupant Occupant 1009 S Mantle Ln #140D 1011 S Mantle Ln #142B 1011 S Mantle Ln #143C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-144 932-63-146 932-63-147 Occupant Occupant Occupant 1011 S Mantle Ln #144D 1013 S Mantle Ln #146B 1013 S Mantle Ln #147C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-148 932-63-149 932-63-151 Occupant Occupant Occupant 1013 S Mantle Ln #148D 1015 S Mantle Ln #149A 1015 S Mantle Ln #151 C Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-154 932-63-155 932-63-156 Occupant Occupant Occupant 1017 S Mantle Ln #1546 1017 S Mantle Ln #155C 1017 S Mantle Ln #156D Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-176 932-63-178 932-63-179 Occupant Occupant Occupant 1710 Normandy PI #1 1710 Normandy PI #3 1710 Normandy PI #4 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 282 12/6/2022   932-63-180 932-63-181 932-63-182 Occupant Occupant Occupant 1708 Normandy PI #5 1708 Normandy PI #6 1708 Normandy PI #7 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-184 932-63-185 932-63-186 Occupant Occupant Occupant 1706 Normandy PI #9 1706 Normandy PI #10 1706 Normandy PI #11 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-187 932-63-189 932-63-190 Occupant Occupant Occupant 1706 Normandy PI #12 1704 Normandy PI #14 1704 Normandy PI #15 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-191 932-63-192 932-63-193 Occupant Occupant Occupant 1704 Normandy PI #16 1702 Normandy PI #17 1702 Normandy PI #18 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-194 932-63-195 932-63-197 Occupant Occupant Occupant 1702 Normandy PI #19 1702 Normandy PI #20 1705 Normandy PI #22 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-198 932-63-199 932-63-200 Occupant Occupant Occupant 1705 Normandy PI #23 1705 Normandy PI #24 1707 Normandy PI #25 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-201 932-63-202 932-63-203 Occupant Occupant Occupant 1707 Normandy PI #26 1707 Normandy PI #27 1707 Normandy PI #28 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-205 932-63-206 932-63-209 Occupant Occupant Occupant 1709 Normandy PI #30 1709 Normandy PI #31 1721 Normandy PI #34 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-210 932-63-211 932-63-212 Occupant Occupant Occupant 1721 Normandy PI #35 1721 Normandy PI #36 1719 Normandy PI #37 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-213 932-63-214 932-63-215 Occupant Occupant Occupant 1719 Normandy PI #38 1719 Normandy PI #39 1719 Normandy PI #40 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 283 12/6/2022   932-63-216 932-63-217 932-63-218 Occupant Occupant Occupant 1717 Normandy PI #41 1717 Normandy PI #42 1717 Normandy PI #43 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-219 932-63-220 932-63-221 Occupant Occupant Occupant 1717 Normandy PI #44 1715 Normandy PI #45 1715 Normandy PI #46 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-222 932-63-223 932-63-224 Occupant Occupant Occupant 1715 Normandy PI #47 1715 Normandy PI #48 1713 Normandy PI #49 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-225 932-63-226 932-63-227 Occupant Occupant Occupant 1713 Normandy PI #50 1713 Normandy PI #51 1713 Normandy PI #52 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-229 932-63-230 932-63-231 Occupant Occupant Occupant 1723 Normandy PI #54 1723 Normandy PI #55 1723 Normandy PI #56 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-232 932-63-234 932-63-235 Occupant Occupant Occupant 1725 Normandy PI #57 1725 Normandy PI #59 1725 Normandy PI #60 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-236 932-63-237 932-63-238 Occupant Occupant Occupant 1727 Normandy PI #61 1727 Normandy PI #62 1727 Normandy PI #63 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-239 932-63-240 932-63-241 Occupant Occupant Occupant 1727 Normandy PI #64 1729 Normandy PI #65 1729 Normandy PI #66 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-242 932-63-243 932-63-244 Occupant Occupant Occupant 1729 Normandy PI #67 1729 Normandy PI #68 1731 Normandy PI #69 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 932-63-245 932-63-246 932-63-247 Occupant Occupant Occupant 1731 Normandy PI #70 1731 Normandy PI #71 1731 Normandy PI #72 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 284 12/6/2022   932-63-248 932-63-250 932-63-252 Occupant Occupant Occupant 1733 Normandy PI #73A 1733 Normandy PI #75 1733 Normandy PI #76 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 935-33-007 935-33-009 935-33-010 Occupant Occupant Occupant 521 S Lyon St #7 521 S Lyon St #9 521 S Lyon St #10 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-011 935-33-012 935-33-015 Occupant Occupant Occupant 521 S Lyon St #11 521 S Lyon St #12 521 S Lyon St #15 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-016 935-33-018 935-33-020 Occupant Occupant Occupant 521 S Lyon St #16 521 S Lyon St #18 521 S Lyon St #20 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-021 935-33-027 935-33-030 Occupant Occupant Occupant 521 S Lyon St #21 521 S Lyon St #27 521 S Lyon St #30 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-033 935-33-035 935-33-036 Occupant Occupant Occupant 521 S Lyon St #33 521 S Lyon St #35 521 S Lyon St #36 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-040 935-33-041 935-33-043 Occupant Occupant Occupant 521 S Lyon St #40 521 S Lyon St #41 521 S Lyon St #43 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-046 935-33-053 935-33-055 Occupant Occupant Occupant 521 S Lyon St #46 521 S Lyon St #53 521 S Lyon St #55 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-057 935-33-059 935-33-060 Occupant Occupant Occupant 521 S Lyon St #57 521 S Lyon St #59 521 S Lyon St #60 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-061 935-33-062 935-33-063 Occupant Occupant Occupant 521 S Lyon St #61 521 S Lyon St #62 521 S Lyon St #63 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 285 12/6/2022   935-33-064 935-33-065 935-33-068 Occupant Occupant Occupant 521 S Lyon St #64 521 S Lyon St #65 521 S Lyon St #68 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-072 935-33-073 935-33-074 Occupant Occupant Occupant 521 S Lyon St#72 521 S Lyon St#73 521 S Lyon St#74 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-076 935-33-077 935-33-080 Occupant Occupant Occupant 521 S Lyon St #76 521 S Lyon St #77 521 S Lyon St #80 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-082 935-33-083 935-33-087 Occupant Occupant Occupant 521 S Lyon St #82 521 S Lyon St #83 521 S Lyon St #87 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-088 935-33-093 935-33-094 Occupant Occupant Occupant 521 S Lyon St #88 521 S Lyon St #93 521 S Lyon St #94 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-099 935-33-100 935-33-101 Occupant Occupant Occupant 521 S Lyon St #99 521 S Lyon St #100 521 S Lyon St #101 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-102 935-33-103 935-33-105 Occupant Occupant Occupant 521 S Lyon St #102 521 S Lyon St #103 521 S Lyon St #105 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-107 935-33-113 935-33-115 Occupant Occupant Occupant 521 S Lyon St #107 521 S Lyon St #113 521 S Lyon St #115 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-116 935-33-117 935-33-118 Occupant Occupant Occupant 521 S Lyon St #116 521 S Lyon St #117 521 S Lyon St #118 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-123 935-33-126 935-33-127 Occupant Occupant Occupant 521 S Lyon St #123 521 S Lyon St #126 521 S Lyon St #127 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701   City Council  21 – 286 12/6/2022   935-33-128 935-33-129 935-33-130 Occupant Occupant Occupant 521 S Lyon St #128 521 S Lyon St #129 521 S Lyon St #130 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-131 935-33-133 935-33-136 Occupant Occupant Occupant 521 S Lyon St #131 521 S Lyon St #133 521 S Lyon St #136 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92701 935-33-138 935-33-140 937-91-001 Occupant Occupant Occupant 521 S Lyon St #138 521 S Lyon St #140 801 S Lyon St #1 Santa Ana CA 92701 Santa Ana CA 92701 Santa Ana CA 92705 937-91-002 937-91-003 937-91-004 Occupant Occupant Occupant 801 S Lyon St #2 801 S Lyon St #3 801 S Lyon St #4 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-005 937-91-006 937-91-007 Occupant Occupant Occupant 801 S Lyon St #5 801 S Lyon St #6 801 S Lyon St #7 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-008 937-91-009 937-91-010 Occupant Occupant Occupant 801 S Lyon St #8 801 S Lyon St #9 801 S Lyon St #10 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-011 937-91-012 937-91-013 Occupant Occupant Occupant 801 S Lyon St #11 801 S Lyon St #12 801 S Lyon St #13 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-014 937-91-015 937-91-016 Occupant Occupant Occupant 801 S Lyon St #14 801 S Lyon St #15 801 S Lyon St #16 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-018 937-91-019 937-91-020 Occupant Occupant Occupant 801 S Lyon St #18 801 S Lyon St #19 801 S Lyon St #20 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-021 937-91-022 937-91-023 Occupant Occupant Occupant 801 S Lyon St #21 801 S Lyon St #22 801 S Lyon St #23 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 287 12/6/2022   937-91-024 937-91-025 937-91-026 Occupant Occupant Occupant 801 S Lyon St #24 801 S Lyon St #25 801 S Lyon St #26 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-027 937-91-028 937-91-029 Occupant Occupant Occupant 801 S Lyon St #27 801 S Lyon St #28 801 S Lyon St #29 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-030 937-91-031 937-91-032 Occupant Occupant Occupant 801 S Lyon St #30 801 S Lyon St #31 801 S Lyon St #32 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-033 937-91-034 937-91-035 Occupant Occupant Occupant 801 S Lyon St #33 801 S Lyon St #34 801 S Lyon St #35 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-036 937-91-037 937-91-038 Occupant Occupant Occupant 801 S Lyon St #36 801 S Lyon St #37 801 S Lyon St #38 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-039 937-91-040 937-91-041 Occupant Occupant Occupant 801 S Lyon St #39 801 S Lyon St #40 801 S Lyon St #41 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-042 937-91-043 937-91-044 Occupant Occupant Occupant 801 S Lyon St#42 801 S Lyon St#43 801 S Lyon St#44 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-045 937-91-046 937-91-047 Occupant Occupant Occupant 801 S Lyon St #45 801 S Lyon St #46 801 S Lyon St #47 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-048 937-91-049 937-91-050 Occupant Occupant Occupant 801 S Lyon St #48 801 S Lyon St #49 801 S Lyon St #50 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-051 937-91-052 937-91-053 Occupant Occupant Occupant 801 S Lyon St #51 801 S Lyon St #52 801 S Lyon St #53 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 288 12/6/2022   937-91-054 937-91-055 937-91-056 Occupant Occupant Occupant 801 S Lyon St #54 801 S Lyon St #55 801 S Lyon St #56 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-057 937-91-058 937-91-059 Occupant Occupant Occupant 801 S Lyon St #57 801 S Lyon St #58 801 S Lyon St #59 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-060 937-91-061 937-91-062 Occupant Occupant Occupant 801 S Lyon St #60 801 S Lyon St #61 801 S Lyon St #62 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-063 937-91-064 937-91-065 Occupant Occupant Occupant 801 S Lyon St #63 801 S Lyon St #64 801 S Lyon St #65 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-066 937-91-067 937-91-068 Occupant Occupant Occupant 801 S Lyon St #66 801 S Lyon St #67 801 S Lyon St #68 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-069 937-91-070 937-91-071 Occupant Occupant Occupant 801 S Lyon St #69 801 S Lyon St #70 801 S Lyon St #71 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-072 937-91-073 937-91-074 Occupant Occupant Occupant 801 S Lyon St #72 801 S Lyon St #73 801 S Lyon St #74 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-075 937-91-076 937-91-077 Occupant Occupant Occupant 801 S Lyon St #75 801 S Lyon St #76 801 S Lyon St #77 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-078 937-91-079 937-91-080 Occupant Occupant Occupant 801 S Lyon St #78 801 S Lyon St #79 801 S Lyon St #80 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-081 937-91-082 937-91-083 Occupant Occupant Occupant 801 S Lyon St#81 801 S Lyon St#82 801 S Lyon St#83 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 289 12/6/2022   937-91-084 937-91-085 937-91-086 Occupant Occupant Occupant 801 S Lyon St #84 801 S Lyon St #85 801 S Lyon St #86 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-087 937-91-088 937-91-089 Occupant Occupant Occupant 801 S Lyon St #87 801 S Lyon St #88 801 S Lyon St #89 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-090 937-91-091 937-91-092 Occupant Occupant Occupant 801 S Lyon St#90 801 S Lyon St#91 801 S Lyon St#92 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-093 937-91-094 937-91-095 Occupant Occupant Occupant 801 S Lyon St #93 801 S Lyon St #94 801 S Lyon St #95 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-096 937-91-097 937-91-098 Occupant Occupant Occupant 801 S Lyon St #96 801 S Lyon St #97 801 S Lyon St #98 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-099 937-91-100 937-91-101 Occupant Occupant Occupant 801 S Lyon St #99 801 S Lyon St #100 801 S Lyon St #101 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-102 937-91-103 937-91-104 Occupant Occupant Occupant 801 S Lyon St #102 801 S Lyon St #103 801 S Lyon St #104 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-105 937-91-106 937-91-107 Occupant Occupant Occupant 801 S Lyon St #105 801 S Lyon St #106 801 S Lyon St #107 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-108 937-91-109 937-91-110 Occupant Occupant Occupant 801 S Lyon St #108 801 S Lyon St #109 801 S Lyon St #110 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-111 937-91-112 937-91-113 Occupant Occupant Occupant 801 S Lyon St #111 801 S Lyon St #112 801 S Lyon St #113 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 290 12/6/2022   937-91-114 937-91-115 937-91-116 Occupant Occupant Occupant 801 S Lyon St #114 801 S Lyon St #115 801 S Lyon St #116 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-117 937-91-118 937-91-119 Occupant Occupant Occupant 801 S Lyon St #117 801 S Lyon St #118 801 S Lyon St #119 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-121 937-91-122 937-91-123 Occupant Occupant Occupant 801 S Lyon St #121 801 S Lyon St #122 801 S Lyon St #123 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-124 937-91-125 937-91-126 Occupant Occupant Occupant 801 S Lyon St#124 801 S Lyon St#125 801 S Lyon St#126 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-127 937-91-128 937-91-129 Occupant Occupant Occupant 801 S Lyon St#127 801 S Lyon St#128 801 S Lyon St#129 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-130 937-91-131 937-91-132 Occupant Occupant Occupant 801 S Lyon St#130 801 S Lyon St#131 801 S Lyon St#132 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-133 937-91-134 937-91-135 Occupant Occupant Occupant 801 S Lyon St#133 801 S Lyon St#134 801 S Lyon St#135 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-136 937-91-137 937-91-138 Occupant Occupant Occupant 801 S Lyon St#136 801 S Lyon St#137 801 S Lyon St#138 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-139 937-91-140 937-91-141 Occupant Occupant Occupant 801 S Lyon St #139 801 S Lyon St #140 801 S Lyon St #141 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-142 937-91-143 937-91-144 Occupant Occupant Occupant 801 S Lyon St #142 801 S Lyon St #143 801 S Lyon St #144 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 291 12/6/2022   937-91-145 937-91-146 937-91-147 Occupant Occupant Occupant 801 S Lyon St #145 801 S Lyon St #146 801 S Lyon St #147 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-148 937-91-149 937-91-150 Occupant Occupant Occupant 801 S Lyon St #148 801 S Lyon St #149 801 S Lyon St #150 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-151 937-91-152 937-91-153 Occupant Occupant Occupant 801 S Lyon St #151 801 S Lyon St #152 801 S Lyon St #153 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-154 937-91-155 937-91-156 Occupant Occupant Occupant 801 S Lyon St #154 801 S Lyon St #155 801 S Lyon St #156 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-157 937-91-158 937-91-159 Occupant Occupant Occupant 801 S Lyon St #157 801 S Lyon St #158 801 S Lyon St #159 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-160 937-91-161 937-91-162 Occupant Occupant Occupant 801 S Lyon St #160 801 S Lyon St #161 801 S Lyon St #162 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-163 937-91-164 937-91-165 Occupant Occupant Occupant 801 S Lyon St #163 801 S Lyon St #164 801 S Lyon St #165 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-166 937-91-167 937-91-168 Occupant Occupant Occupant 801 S Lyon St #166 801 S Lyon St #167 801 S Lyon St #168 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-169 937-91-170 937-91-171 Occupant Occupant Occupant 801 S Lyon St #169 801 S Lyon St #170 801 S Lyon St #171 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-173 937-91-174 937-91-175 Occupant Occupant Occupant 801 S Lyon St #173 801 S Lyon St #174 801 S Lyon St #175 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705   City Council  21 – 292 12/6/2022   937-91-176 937-91-177 937-91-178 Occupant Occupant Occupant 801 S Lyon St #176 801 S Lyon St #177 801 S Lyon St #178 Santa Ana CA 92705 Santa Ana CA 92705 Santa Ana CA 92705 937-91-179 Occupant 801 S Lyon St #179 Santa Ana CA 92705 937-91-182 Occupant 801 S Lyon St#182 Santa Ana CA 92705 937-91-180 Occupant 801 S Lyon St#180 Santa Ana CA 92705 937-91-183 Occupant 801 S Lyon St #183 Santa Ana CA 92705 937-91-181 Occupant 801 S Lyon St #181 Santa Ana CA 92705 937-91-184 Occupant 801 S Lyon St #184 Santa Ana CA 92705   City Council  21 – 293 12/6/2022   Community Meeting Flyer (English & Spanish) City Council 21 — 294 12/6/2022 COMMUNITY NEIGHBORHOOD MEETING WHEN: JUNE 1, 2022 6:00 P.M. TO 7:00 P.M. WHERE: ZOOM WEBINAR (ON-LINE) LINK: https://zoom.us/s/94261613650 PHONE (AUDIO): 1 (669) 900-6833 942 6161 3650 (Phone Meeting ID) Warmington Residential is proposing 51 for -sale 3-story townhomes at 717 S. Lyon Street, the site of the existing Orange County Electrical Training Center. You're invited to the meeting to learn more information regarding this proposed development. Warmington Residential will provide general information, answer questions and solicit input on the proposed project. If you have any questions regarding this event or require language interpretation services in languages other than English, please email us at: 717SouthLyonStreet@warmingtonresidential.com or send your request to the address shown. Your email or written request for interpretation services must be received no later than May 30th at 6:00pm. 0 Warni"tngton R E S I D E N T I A L Para la l.liVUn0UF,Ta Clpol Ve es e o e o, vea el o ro loclo clej to o_ 295 12/6/2022 REUNION DE VECINOS DE LA COMUNIDAD CUANDO: 1 DE JUNIO DE 2022 6:00 P.M. A LAS 7:00 P.M. DONDE: SEMINARIO WEB DE ZOOM (EN LINEA) ENLACE: https://zoom.us/s/94261613650 TELEFONO (AUDIO): 1 (669) 900-6833 942 6161 3650 (Telefono Reunion ID) Warmington Residential propone 51 casas adosadas de 3 pisos para la venta en 717 S. Lyon Street, el sitio del actual Centro de Capacitaci6n en Electricidad del Condado de Orange. Estss invitado a la reuni6n para obtener mss informaci6n sobre este desarrollo propuesto. Warmington Residential proporcionars informaci6n general, responders preguntas y solicitars informaci6n sobre el proyecto propuesto. Si tiene alguna pregunta con respecto a este evento o necesita servicios de interpretaci6n de idiomas que no sean ingles, envienos un correo electr6nico: 717SouthLyonStreet@warmingtonresidential.com o envie su solicitud a la direcci6n que se muestro a continuaci6n. Su solicitud de servicios de interpretaci6n par correo electr6nico o par escrito debe recibirse a m6s tardar el 30 de Mayo a las 6:00 p.m. WaTrrtotngton. RES I DENT IAL NOA °$ D� N A0 q_ a w� m q1q, °- ALLfANGE - a zs N For t I g OUI rsiln o is roc ure, see o ersi e o roc _ 296 12/6/2022 Newspaper Notice (Affidavit/Proof of Publication) (English & Spanish) City Council 21 — 297 12/6/2022 THE ORANGE COUNTY REGISTER The Orange County Register 1771 S. Lewis Street Anaheim, California 92805 (714) 796-7000 0011535800 Warmington Group 3090 Pullman St Costa Mesa, California 92626 PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of Orange I am a citizen of the United States and a resident of the County aforesaid, I am over the age of eighteen years, and not party to or interested in the above -entitled matter. I am the principal clerk of the printer of The Orange County Register, a newspaper of general circulation, printed and published in the City of Anaheim*, County of Orange, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of County of Orange, State of California, under the date of November 19, 1905, Case No.A- 21046. The notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 05/18/2022 1 certify (or declare) under the penalty of perjury that the foregoing is true and correct. Dated at Anaheim, California On this 18th day of May, 2022. 1 Signature *The Orange County Register circulation includes the following cities: [UNKNOWN LIST] City Council Notice to RAld-e48of Community Devel�WrW1r_2Page 1 of 1 wcv' ,- u_ 5111, 5112, 51113/22 5/11, 5/12, 5/18/22 CNS-3584467# An CNS-3584377# ORANGE COUNTY REGISTER ORANGE COUNTY REGISTER 11535154 to Warmington Residential cordially invites you the to a community information meeting to discuss: nes R 717 S. Lyon Street A proposed residential development at the site of he the existing Orange County Electrical Training Center t t he at 717 S. Lyon Street, Santa Ana, CA 92705 an The proposed proiect will be a new residential townhome community featuring 51 for -sale three story townhomes, including 8 affordable townhomes. Meetiny Date, Time and Location Wednesday, June 1, 2022 Ire) 6:00 p.m. to 7:00 p.m. - Zoom Webinar (on-line) UP Link: https.//zoom.us/s/94261613650 Phone Audio: 1 (669) 900-6833 Meeting I D (Phone): 942 6161 3650 If you have any questions regarding this event or ZAL require language interpretation services In languages other than English, please email: 717South LyonStreet@wa rm i ngton resi den f is Lcom or call 714-557-5511. 3anY reunion de information tomunitaria Para discutir: :d to the 717 S. Lyon Street ames Un desarrollo residential prvpouesto en el sitio de Centro de , 2022 Capacitation Electrica del Condodo de Orange existente _LC at 717 S. Lyon Street, Santa Ana, CA 92705 :ER Ef poyecto Propuesto sera una nueva communidad de casas adosadas 9 the residenciales con 51 casas adosadas de tres pisas a la Yenta, Lyon incluidas8 (ocho) casasadosadasasequibles. Fecha, Hora y Lugar de Reunion Wq�rcoies, 1 de Junlo de 2022 6:00 p.m. a las 7:00 p.m. Zoom Webinar (en -Linea) Enlace: https://zoom.us/s/94261613650 Audio del telefono: 1 (669) 900-6833 are) Identification de la reuni6n (telefono) : 942 6161 3650 ERS Si tiene alguna pregunta sabre este evento o necesita servicios JITE de interpretaci6n de idiomas que no sean Ingles, envie un correD electr6nlco a: 717SouthLyonStreet@warmingtonresidential.com o Ilamar 714-557-551'1. NCE I V E, The Orange County Register Published: 5/18/22 CITY OF RANCHO SANTA MARGARITA NOTICE OF PLANNING COMMISSION PUBLIC HEARING d to , _ i.,.cnnn d City Council 21 — 299 12/6/2022 On -site Notice (Signs) (English & Spanish) City Council 21 — 300 12/6/2022 MEETING NOTICE Warmington Residential cordially invites you to a community information meeting to discuss: 717 S. Lyon Street A proposed residential development at the site of the existing Orange County Electrical Training Center at 717 S. Lyon Street, Santa Ana, CA 92705 The proposed project will be a new residential townhome community featuring 51 for -sale three story townhomes, including 8 affordable townhomes. Meeting Date, Time and Location Wednesday, June 1, 2022 6:00 p.m. to 7:00 p.m. Zoom Webinar (on-line) Link: https://zoom.us/s/94261613650 Phone Audio: 1 (669) 900-6833 Meeting ID (Phone): 942 6161 3650 If you have any questions regarding this event or require language interpretation services in languages other than English, please email: 717SouthLyonStreet@warmingtonreside ntiaLcom Warmington Residential to invita cordialmente a una reuni6n de informacion comunitaria para discutir: 717 S. Lyon Street Un desarrollo residencial propouesto en el sitio de Centro de Capacitacion Electrica del Condado de Orange existente at 717 S. Lyon Street, Santa Ana, CA 92705 El poyecto propuesto sera una nueva communidad de casas adosadas residenciales con 51 casas adosadas de tres pisos a la venta, incluidas 8 (ocho) casas adosadas asequibles. Fecha, Hora y Lugar de Reunion Miercoles, 1 de Junio de 2022 6:00 p.m. a las 7:00 p.m. Zoom Webinar (en-linea) Enlace: https:Hzoom.us/s/94261613650 Audio del telefono: 1 (669) 900-6833 Identificaci6n de la reuni6n (telefono): 942 6161 3650 Si tiene alguna pregunta sobre este evento o necesita servicios de interpretacion de idiomas que no sean Ingles, envie un correo electr6nico a: �1��t�L�st��et�v►��gtar�s+s�eaat�a� City Council 21 — 301 12/6/2022 Zoom Webinar Attendee List City Council 21 — 303 12/6/2022 Attendee Report Report Generated: 6/2/2022 10:07 Topic Webinar ID Actual Start Time Actual Duration (minutes) # Registered # Cancelled Santa Ana Lyon St. second community webinar 1942 61613650 6/l/2022 17:48 175 115 10 Host Details Attended User Name (Original Name) Email Join Time Leave Time Time in Session (minutes) Yes corpvideo@warmingtongroup.com corpvideo@warmingtongroup.com 6/1/2022 17:48 6/1/2022 19:02 175 Panelist Details Attended User Name (Original Name) Email loin Time I Pave Time Time in Session (minuted Yes Tyler Bennett Tylerb@warmingtongroup.com 6/1/202217:50 6/1/202219:02 173 Yes jJoe Oftelie - Warmington Iscal@warmingtongroup.com 6/1/202217:49 16/1/202219:02 173 Yes Conference_Room* AE44830A-C871-AE48-4EF5-2B6F921271A4@crc.h323 6/1/2022 17:48 6/1/2022 19:02 174 Yes I Maribel Maciel I MaribelM@warmingtongroup.com I No Computer (17:50) 1 No Computer (19:02) 173 Attendee Details Att—fiPd * Greg Ucasek 11— Nnma (Original Nam.l Fir<t Nam. I act Nam. Finail Ragictration Tim. Yes BIANCA RAMOS BIANCA RAMOS BIANCA_RAMOSB@YAHOO.COM 6/1/202217:57 Yes Jasmin Rodriguez Jasmin Rodriguez Jrodriguezl3@ucla.edu 6/1/202217:59 Yes Pedro Gomez Pedro Gomez pgomez@santa-ana.org 6/1/2022 18:01 Yes Ali Pezeshkpour Ali Pezeshkpour apezeshkpour@santa-ana.org 6/1/2022 18:02 Yes Jessie Lopez Jessie Lopez jessielopez@santa-ana.org 6/1/2022 18:05 Yes Manuel Escamilla Manuel Escamilla manueljescamilla@gmail.com 6/1/202218:09 Yes NallelyAlvarez Diaz Nallely Alvarez Diaz naalvarez@chapman.edu 6/1/202218:16 Yes IMaribel Maciel** Maribel I maribelm@warmingtongroup.com 6/1/202217:57 Yes Victor Alvarez Victor Alvarez victora@occtac.org 6/1/202218:30 ** Panelist Other Attended 11— AI.m. W. Tim. I..v. Tim. Time in C.ccinn Iminiii.cl Ic t .—f fniintni/R..inn N.m. 17149290501 6/1/2022 18:09 6/1/2022 19:02 153 Yes United States 17148290501 6/1/2022 18:03 6/1/2022 18:04 11 IYes United States 17143389926 6/1/2022 18:02 6/1/2022 18:08 17 IYes I United States City Council 21 — 304 12/6/2022 Meeting Minutes City Council 21 — 305 12/6/2022 11 I"11002► 11ill Ill M1 717 S. LYON STREET PROJECT SUNSHINE ORDINANCE COMMUNITY MEETING (ZOOM WEBINAR) JUNE 1, 2022, 6:00 P.M. The 2nd Sunshine Ordinance Meeting was held on June 1, 2022 at 6:00 p.m. As with the first community meeting, the Applicant, Warmington Residential, conducted the meeting via a Zoom Webinar for the presentation and questions/answers regarding the 717 S. Lyon Street residential project. The zoom webinar was conducted in English with Spanish translation. The attendee report data shows 1 host, 4 panelists from Warmington, 8 people registered via on-line and 2 people joined through the phone option. These minutes reflect major comments only and do not provide a complete transcript of the meeting. Presenting or in attendance on behalf of Applicant: Greg Ocasek, Warmington Residential (Project Consultant) Joe Oftelie, Warmington Residential (Vice President) Maribel Maciel, Warmington Residential (Assistant Project Manager and Spanish Interpreter) Tyler Bennett, Warmington Residential (Assistant Project Manager) Mario Santos, Warmington Residential (Information Systems Manager) In attendance from the City of Santa Ana: Pedro Gomez, Senior Planner Ali Pezeshkpour, Principal Planner Jessie Lopez In attendance from the Community: 5 Participants via Zoom and 2 via phone (see attached Attendee Report) Introduction & Presentation The general format of the zoom webinar was the introduction presented in English, then presented again in Spanish, followed by the project presentation presented in English, then presented again in Spanish, followed by the question and answer portion of the meeting, in which the questions submitted were answered in English and then translated in Spanish. Page 1 of ;Z City Council 21 — 306 12/6/2022 See attached Presentation Slides & Narrative. 1. Introduction — presented by Greg Ocasek (in English) 2. Introduction — presented by Maribel Maciel (in Spanish) 3. Presentation — presented by Greg Ocasek (in English) 4. Presentation — presented by Maribel Maciel (in Spanish) Question & Answers Following the Applicant's presentation, presented in both English and Spanish, questions were submitted on-line. Applicant response is indicated by "RESPONSE", which represents a summary outline of the response. Following the answers in English, a summarized Spanish translation was provided. 1. How did Warmington decide 8/51 units would be considered "affordable?" Is there a specific regulation, state ordinance or local statue that was used as guidance? a. RESPONSE: This number of affordable units was derived through the charts provided within the Guide to The California Density Bonus Law during the land planning process. The percentage of affordable units is based on the existing allowable density, which also is provided an associated low income density bonus percentage. 2. How many people are logged on/attending? I couldnt find the link to this meeting posted online, only for the previous meeting? a. RESPONSE: There are 10 people currently logged on. 3. When will warmington have information about eligibility for the "affordable" housing townhomes? a. RESPONSE: Following the current entitlement process and final engineering of the project, the project will move into the demolition and construction stage, which is anticipated to be at least 10 months from now, at which time the pricing/marketing of the project will begin. If you would like to be added to our interest list, please send an email to the project email provided. Then, at the appropriate time in the future, an email will be sent out to everyone on the interest list. 4. How is Warmington defining "Affordable?" a. RESPONSE: Warmington is following the California Density Bonus Law and has selected the low income designation. Page 2 of ;Z City Council 21 — 307 12/6/2022 5. Has Warmington investigated is this project will overlap with the project being completed on 1st and Lyon? concern about traffic in the area. a. RESPONSE: We would defer to Pedro Gomez, our Senior Planner, as it relates to the projects in the area. To comment regarding traffic in the area related to this project, the current use (Orange County Electrical Training Center) has approximately 170 parking spaces and the proposed project has 105 total parking spaces (102 garage spaces and 3 guest spaces, including 1 ADA space). 6. The City of Santa Ana has an additional bonus for moderate units was this looked at? a. RESPONSE: Warmington is following the California Density Bonus Law and City regulations and has selected the low income designation. 7. does the state density bonus law provide warmington with any concessions/incentives? and if so what are they? a. RESPONSE: Yes. California Density Bonus Law allows for concessions, maximum parking requirements and waivers and reductions in development standards. i. California Density Bonus Law allows for a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105, that is made up of 102 individual garage spaces, and 3 guest spaces (which includes an ADA space). ii. California Density Bonus Law allows this project two concessions, and one is being used to allow for the reduction in open space. Please note that there are two gathering areas provided in the proposed community. iii. Given the unique position of this property, having a General Plan land use designation of Medium Density Residential (MR-15) and a Zoning designation of General Agriculture (Al), the project is required to select a proposed zoning, which is the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2). Three waivers have been granted regarding the 8 ft Maximum Setback, Stoop Frontage Type and Minimum Ground Floor Height, all of which are more specifically targeted for the Harbor Boulevard Corridor, which SP-2 was created for. iv. An additional waiver has been granted to allow the 6 ft tube steel fence within the front yard setback, as it is an integral component of the gated community. 8. Did warmington consider making more than 8 of the 51 units "affordable?" a. RESPONSE: As noted previously, this number of affordable units was derived through the charts provided within the Guide to The California Density Bonus Law during the land planning process. The percentage of affordable units is based on the existing allowable density. And, the low income designation was selected. City Council 21 — 308 12/6/2022 9. Parking is an issue in this neighborhood. Are you building under ground parking? a. RESPONSE: No. The project is providing 102 garage spaces and 3 guest spaces, including 1 ADA space. California Density Bonus Law allows for a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105. 10. Good afternoon, when will we know if the proposal gets apporved? a. RESPONSE: The project is currently going through the Development Project Review process through City Planning and the other departments. Project approval could happen within the next couple months, possibly in August or September. a. RESPONSE: Noted. 12. Previous for sale low income units have had trouble being sold to qualifiying buyers and have sat empty for a substantial amount of time. Has wilmington considered how to potentially address this as part of the sale process. Look at the first st.pacific street townhome projects a. RESPONSE: At the appropriate time, the marketing department will be coordinating with the City to confirm the qualification process. Also, an Inclusionary Housing Plan Agreement will be signed with the City, as part of this project. 13. Does Warmington believe that the community surrounding this proposed project will be able to afford purchasing any of these units? specifically the 43 that are NOT going to be categorized as "affordable" a. RESPONSE: Warmington does not necessarily know the make-up of the neighborhood or what people can afford. The units will be sold at market rate. If someone can afford a market rate home, then they would be qualified. Warmington can't discriminate anyone that wants to purchase one of the homes. 14. 8 was the MINIMUN though right? a. RESPONSE: The minimum number to construct is zero. Warmington did not have to construct any affordable housing, as the City allows for an in -lieu fee to be paid. However, Warmington elected to build the low income affordable units on site. Selecting the moderate level may have resulted in fewer affordable units. Page 4 of ;Z City Council 21 — 309 12/6/2022 15. One of Warmington's projects in La Mirada - Paloma property sold for $823,500 per Zillow a. RESPONSE: Noted. 16. You don't know the makeup of the neighborhood where you're building at? a. RESPONSE: This may be related to the earlier question on what people in the neighborhood can afford. We do not have an answer for that. 17. FIX THAT! a. RESPONSE: We do not know what this is in reference to. 18. What is the base density? and the square footage of the site? a. RESPONSE: The site is 2.3 acres in size or 100,188 square feet. The general plan allows for 15 units per acre. And, following California Density Bonus Law, 51 units are being proposed, at 22 units per acre. 19. Why is the neighborhood locked behind a wall? The city design guidelines are meant to create an avtice street facing front, this looks like the opposite of that. a. RESPONSE: The adjacent apartments in the area are also gated and locked. The decision was made to have this community be gated. 20. As a comment, Warmington should look into the makeup of the community where they are planning to develop. Seems morally irresponsible to answer "We don't know the makeup of the neighborhood" a. RESPONSE: We know the make-up of the neighborhood, but do not know the income levels or financial capabilities toward purchasing homes. 21. Those were badly designed from the 70's should we revert back to that design? a. RESPONSE: This comment may be related to the neighboring apartments. We have designed a private drive with buildings on each side and two gathering areas. We appreciate the comment. 22. As a note and for your consideration, Santa Ana is one of the lowest income neighborhoods in the state. a. RESPONSE: Noted. 23. How did Warmington pick 717 S Lyon as their development site? a. RESPONSE: The project was marketed for sale and Warmington made an offer. And, it has the correct General Plan designation for this type of housing. Page 9 of ;Z City Council 21 — 310 12/6/2022 24. Have you heard of 2525 N Main? a. RESPONSE: Yes, we have heard about that development. 25. If this project does get approved, how long is construction expected to last? a. RESPONSE: We anticipate demolition and horizontal development (through paving) to be approximately 6-8 months. Through the sellout of all the phases, it is anticipated to take 2 years. 26. Correct about the older apartment designs. New development sites should create active and welcoming streets, and should move away from creating private communities that do not interact with the public realm. a. RESPONSE: This is a statement, however, the project does interact with the street. Our homes are facing Lyon Street. We are not using a wall along the street frontage. We are using tube steel fencing with planting, which is to maintain the privacy that goes with a gated community. We feel that the project is accomplishing interaction with the street. 27. Is this meeting being recorded and/or the minutes for this meeting being kept? its a part of the Sunshine Ordinance yes? a. RESPONSE: Yes, per the Sunshine Ordinance, one PDF will be assembled with the notification materials, presentation slides, outline and minutes for this meeting and provided to the City. 28. Will there be electric vehicles chargers on property? a. RESPONSE: The garages will be pre -wired (conduits) for electrical vehicle chargers. 29. https:Hpublicdocs.santa-ana.org/WebLink/1/doc/132076/Pagel.aspx a. RESPONSE: This City link was typed in the Q&A tab. 30. There's an additional 35% density that is available and not being used for moderate income units a. RESPONSE: We appreciate your comment. And, we appreciate being a part of the community and look forward to building the project we have designed. 31. see section 41-1904.1 a. RESPONSE: This is related to the previous question. It is the municipal code section "Inclusionary housing development incentives for production of units". Page 6 of ;Z City Council 21 — 311 12/6/2022 Additional questions (per the Chat option): 1. Hi. Thank you all for arranging this meeting. I have already reached out to the email, but did not ask about being put on the interest list. Will I have to do that? a. RESPONSE: Everyone that has emailed the project email, has been put on the interest list. 2. Right, but there is additional density available to the project if you also add in moderate for -sale units. a. RESPONSE: We already addressed this in an earlier question. Warmington is following the California Density Bonus Law and City regulations and has selected the low income designation. 3. How many bedrooms or bathrooms will be in each unit? Particularly in the affordable units? a. RESPONSE: There will be affordable units in each of the four plan types. The plan types will range between 1,208 SF (2 bedroom/2.5 bathrooms) to 1,845 SF (3 bedrooms plus a den, optional 4th bedroom, with 3.5 bathrooms). And, the project has been working with the City's Housing Dept. regarding the distribution of the affordable units. The City has indicated the distribution and the project is following that. 4. Approximately how much will homes be sold for? a. RESPONSE: We do not have information at this time regarding pricing. Within 10-12 months, that information should be ready to share with the public (when the marketing is anticipated to start). 5. One recommendation. Maybe think about creating more parking spaces and renting them out. Two spaces per unit will be difficult. Even if you rent them out, it will be a good investment idea. a. RESPONSE: These are for -sale townhomes, not rental units, so each buyer will own its garage spaces. We appreciate the comment and have followed the regulations. The Q&A portion of the presentation ended at approximately 7pm. The meeting concluded with the Applicant thanking the attendees for their time in attending this 2nd community meeting and indicating that any additional questions can be directed to the project email provided, as well as the numbers provided. City Council 21 — 312 12/6/2022 Presentation Slides City Council 21 — 313 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 2nd Community Meeting —June 1, 2022 717 S. LYON STREET S A N T A A N AFL A L I f 0& N I A City Council 21 — 314 12/6/2022 M't J. varren 5t • �� ','Jsrror•, :•>t warren St WARREN ST ' I� xz .]] Am ,0f_ar La pelt: T Zr7VVa ISO •„ •,. .ffllerits 'stIII n POP arc'Apa EE Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Site Plan 51 For -sale 3-story Townhomes, including 8 Affordable Townhomes OVERHEAD POWER POLE i Ti' TO THE CLOSEST WIRE OVERHEAD POWER LINE ------- ---------=------------ M:�— _. _ ..- _„_ —„—[* —..may _..—.., _ _..may — _ - DEC'rWLON FOR UnUTY ESIONT i r • i AF i j AF A a ' e r l l -0. J «� o G ? L AISL + I e� e i 1 BLDG 2 Can W 01 I _ ^�.FxC '' ta.ExA g i o I k m Ti n ii i• mow/ T •y .. AF. LL z. �• r , L' � � � lill J I 2'�'•X' - U) =- PRIVATE DRIVE A b� y4W r . CALL BOX i HC P P V - WEV 0 SPACE .J i 2ff-0' A ., AF I 'AdSL —1.L_ P1 ..BLDG 1a k a PROPOSED R4W OED TPON FORJTltM o roTv wn,ii TRANSFORMER Y 4 � � I r SETBACK ADJA EENT'I , N '"- PRIVATEDRIVEA ` ��F 'a {' ii '•I TRASH & RECYCLE ENCLOSURE City Council 21 — 316 12/6/2022 1 I Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 2nd Community Meeting —June 1, 2022 If you have any questions, please contact: Warmington Residential Email: 717SouthLyonStreet@warmingtonresidential.com Phone: (714) 557-5511 For English speaking callers, please ask the receptionist to forward the call to Greg Ocasek For Spanish speaking callers, please ask the receptionist to forward the call to Maribel Maciel Citv Information - PlanninLy Division: Phone: (714) 647-5804 Project specific questions can be directed to Pedro Gomez, Senior Planner, Phone: (714) 667-2790 Email: PlanningDepartment@santa-ana.org Projects Link: https://www.santa-ana.org/pb/planning-division/major-planning-projects-and-monthly-development-project-reports City Council 21 — 317 12/6/2022 Presentation Narrative (English & Spanish) City Council 21 — 318 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 2nd Community Meeting —June 1, 2022 ENGLISH PRESENTATION 1. INTRODUCTION a. [Slide — cover slide] b. Good evening everyone, welcome to the 2nd Community Meeting regarding the proposed residential development of the property located at 717 S. Lyon Street in Santa Ana, California by Warmington Residential. c. My name is Greg Ocasek, the Project Consultant managing the entitlement process. Here with me is: Joe Oftelie, Vice President here at Warmington, as well as Maribel Maciel, Assistant Project Manager and our Spanish interpreter, and Tyler Bennett, Assistant Project Manager. d. The format for tonight's meeting will consist of: i. Our presentation in English ii. Followed by a reading of the presentation in Spanish iii. We are using the Zoom Webinar format, which will allow you to type in any questions that you may have, by hitting the Q&A button. And, following the reading of the presentation in Spanish, we will review the comments posted and answer the questions that we can. 2. PRESENTATION a. [Slide —aerial photo] b. The proposed project will be a new residential townhome community featuring 51 "for - sale" 3-story townhomes, including 8 "for -sale" affordable townhomes. Please note, these townhomes are "for -sale" and not "for -rent". c. The site is 2.3 acres in size and is the home of the existing Orange County Electrical Training Center. There are two (2) structures on site and a large parking lot. d. The site's neighbors consist of: i. North - Saddleback Park Villas ii. East -Tustin Parc Apartments iii. South - Las Fuentes Apartments iv. West— Lyon Street (Warwick Square Apartments across street) e. [Slide — site plan] f. This townhome project will be a gated community made up of 12 residential buildings, consisting of (1) duplex, (6) 4-plex buildings and (5) 5-plex buildings. g. There will be 4 plan types that will range between 1,208 SF to 1,845 SF, with a range of 2 bedroom/2.5 bathrooms to 3 bedrooms plus a den (optional 41h bedroom) with 3.5 bathrooms. h. 8 of the 51 townhomes will be offered as low income affordable units. City Council 21 — 319 12/6/2022 i. We do not have information at this time regarding eligibility, pricing, or qualifications for purchasing any of the homes, including the affordable homes. If you would like to be added to our interest list, please send an email to the project email provided. j. When construction starts on the project, which could be 10-12 month from now, we will begin marketing all of the homes "for -sale" to the public. And, an email will be sent out to everyone on the interest list. k. By providing the affordable townhomes in the community, California State Density Bonus Law: i. Allows the density which is being proposed, 51 townhomes. ii. Allows a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105, that is made up of 102 individual garage spaces, and 3 guest spaces (which includes an ADA space). iii. Allows a reduction in open space, as a provided concession. The community has been designed to have two gathering areas: one just inside the gate, along Private Drive A, and the other located at the end of Private Drive A. iv. Allows the City to provide other forms of assistance, including additional waivers related to other development standards. Community Walls i. All of the existing property boundary block walls, including carport walls, will remain in place to the north, east and south. ii. The project will construct a 6 ft. block wall just inside the property boundaries to the north, east and south, which will provide a consistent and aesthetic community experience, as well as avoiding any interruption in the event a neighboring property replaces its own existing wall in the future. iii. Along Lyon Street, a 6 ft. tube steel fence will be installed, along with the sliding vehicular entry gate. 3. FINAL THOUGHTS a. [Slide — ending slide] b. In conclusion, Warmington Residential appreciates this opportunity and is excited to add this community to the existing neighborhood. c. If there are any future questions, please contact: Warmington Residential 1. Phone: 714-557-5511 (for English speaking callers, please ask the receptionist to forward the call to Greg Ocasek regarding the Santa Ana project. And, for Spanish speaking callers, please ask the receptionist to forward the call to Maribel Maciel regarding the Santa Ana project) 2. Email: 717SouthLyonStreet@warmingtonresidential.com ii. City of Santa Ana — Planning Division 1. Phone: 714-647-5804 2. Email: PlanningDepartment@santa-ana.org 3. Project specific questions can be directed to Pedro Gomez, Senior Planner (Phone: 714-667-2790). City Council 21 — 320 12/6/2022 4. Link to the major planning projects and monthly development project reports: https://www.santa-ana.org/pb/planning-division/major- planning-projects-and-monthly-development-project-reports. SPANISH PRESENTATION 1. Reading of the presentation in Spanish 1. Review questions submitted during the presentation and provide answers END - Community Meeting City Council 21 — 321 12/6/2022 Warmington Residential 717 S. Lyon St., Santa Ana, CA 92705 Segunda Reunion de la comunidad —1 de Junio de 2022 PRESENTACION EN ESPANOL 1. INTRODUCCION a. jdiapositiva — diapositiva de portada] b. Buenas noches a todos, bienvenidos a la Segunda Reunion Comunitaria sobre el desarrollo residencial propuesto de la propiedad ubicada en 717 S. Lyon Street in Santa Ana, California por Warmington Residencial. c. Mi nombre es Greg Ocasek, el Consultor de proyectos que administra el proceso de derechos. Aqui conmigo esta: Joe Oftelie, Vicepresidente de Warmington, asi como tambien Maribel Maciel Asistente del gerente de proyectos y nuestra interprete de espanol, y Tyler Bennett, Asistente del gerente de proyectos. d. El formato para la reunion de esta noche consistira en: i. Nuestra presentation en ingles ii. Seguido de una lectura de la presentacion en espanol iii. Estamos utilizando el formato Zoom Webinar, que le permitira escribir cualquier pregunta que pueda tener, presionando el boton Preguntas y respuestas. Y, tras la lectura de la presentacion en espanol, revisaremos los comentarios publicados y resondraremos a las preguntas que podamos. 2. PRESENTACION a. jdiapositiva — diapositiva de portada] b. El Proyecto propuesto sera una nueva comunidad de casas residenciales con 51 "en venta" casas adosadas de 3 pisos, incluidos ocho (8) "en venta" casas adosadas asequibles. Tenga en cuenta que estas casas adosadas estan en venta y no el alquiler. c. El sitio tiene un tamano de 2.3 acres y es el hogar del Cetro de Capacitacion en Electricidad del Condado de Orange existente. Hay dos (2) estructura en el lugar y un amplio estacionamiento. d. Los vecinos del sitio consisten en: i. Norte —Villas de Saddleback Park ii. Este -Tustin Parc Apartments iii. Sur—Apartamentos Las Fuentes A iv. Oeste: Lyon Street (Apartamentos Warwick Square al otro lado de la caIle) e. jdiapositiva — diapositiva de portada] f. Este Proyecto de casa adosada sera una comunidad cerrada compuesta por 12 edificios residenciales, que constara de (1) un duplex (6) seis edificios de 4 plex y (5) cinco edificios de 5 plex. g. Habra 4 tipos de planos que oscilaran entre 1,208 ft y 1,845 ft, con una gama de 2 habitaciones/2.5 banos a 3 habitaciones mas una sala de estar (habitacion opcional para el cuarto) con 3.5 banos. h. 8 (ocho) de las 51 casa adosadas se ofreceran como unidades asequibles para personas de bajos ingresos. City Council 21 — 322 12/6/2022 i. No tenemos informaci6n en este momento con respecto a la elegibilidad, el precio o las calificaciones para comprar cualquiera de las viviendas, incluidas las viviendas asequibles. Si desea ser agregado a nuestra lista de interesados, envie un correo electronico al correo electronico del proyecto proporcionado. j. Cuando comience la construcci6n del proyecto, que podria ser de 10 a 12 meses, comenzaremos a comercializar todas las casas "a la venta" al publico. Y se enviara un correo electronico a todos los que estan en la lista de interesados. k. Al Proporcionar casas adosadas asequibles en la comunidad, la Ley de Bonificaci6n de Densidad del Estado de California: i. Permite la densidad que se propone, 51 casas adosadas. ii. Permite un maximo calculado de 90 plazas de aparcamiento. Y, el proyecto proporciona 15 espacios adicionales, un total de 105, que se componen de 102 espacios de garaje individuates y 3 espacios para invitados (que incluye un espacio ADA) iii. Permite una reducci6n de espacio libre, como una concesi6n proporcionada. La comunidad ha sido disenada para tener dos areas de reunion: una justo dentro de la puerta, a to largo de Private Drive A, y la otra ubicada al final de Private Drive A. iv. Permite que la Ciudad brinde otras formas de asistencia, incluidas exenciones adicionales relacionadas con otros estandares de desarrollo. Muros comunitarios i. Todos los muros existentes de los bloques de limites de la propiedad, incluidos los muros de la cochera, permaneceran en su lugar al norte, este y sur. ii. El proyecto construira un muro de bloques de 6 pies justo dentro de los limites de la propiedad al norte, este y sur, to que brindara una experiencia comunitaria consistente y estetica, ademas de evitar cualquier interrupci6n en caso de que una propiedad vecina reemplace su propio muro existente en el futuro. iii. A to largo de la calle Lyon, se instalara una cerca de tubo de acero de 6 pies, junto con la puerta de entrada vehicular corrediza. 3. PENSAMIENTOS FINALES a. jdiapositiva — diapositiva de portada] b. En conclusion, Warmington Residential aprecia esta oportunidad y esta emocionado de agregar esta comunidad al vendimiario existente. c. Si tiene alguna pregunta en el futuro, comuniquese con: i. Warmington Residential 1. Telefono: 714-557-5511 (para personas que hablan ingles, pidale a la recepcionista que transfiera la Ilamada a Greg Ocasek con respecto al proyecto de San Ana. Para personas que hablan espanol, solicite a la recepcionista que trasfiera la Ilamada a Maribel Maciel sobre el proyecto de Santa Ana. 2. Correo electronico: 717SouthLyonStreet@warmingtonresidential.com City Council 21 — 323 12/6/2022 ii. Ciudad de Santa Ana — Division de Planificacion 1. Telefono:714-647-5804 2. Correo electronico: PlanningDepartment@santa-ana.org 3. Las preguntas especificas del proyecto pueden dirigirse a Pedro Gomez, planificador principal (telefono: 714-667-2790). 4. Enlace a los principales proyectos de planificacion a informes mensuales de proyectos de desarrollo: https://www.santa-ana.org/pb/planning- division/major-planning-projects-and-monthly-development-project- reports. PRESENTACIO EN ESPANOL 1. Lectura de la presentacion en espanol Preguntas y Respuestas 1. Revisar las preguntas enviadas durante la presentacion y proporcionar respuestas FIN- Reunion Comunitaria City Council 21 — 324 12/6/2022 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: City of Santa Ana Clerk of the Council 20 Civic Center Plaza (M-30) P.O. Box 1988 Santa Ana, California 92702 Attention: Clerk of the Council Free Recording pursuant to Government Code 27383 DENSITY BONUS HOUSING AGREEMENT This DENSITY BONUS HOUSING AGREEMENT ("Agreement") is made and entered into this 15th day of November, 2022, by and between the City of Santa Ana, a charter city and municipal corporation of the State of California ("City"), and Warmington Residential California, Inc., a California corporation ("Developer"). City and Developer are sometimes herein referred to collectively as the "Parties" and individually as a "Party." RFCTTAT,,'; A. Orange County Electrical Joint Apprenticeship Trust is the owner of certain property located within the City of Santa Ana, County of Orange, State of California, commonly known as 717 S. Lyon Street, Santa Ana, California, and legally described as set forth in Exhibit A attached hereto and incorporated herein by this reference as if set forth in full ("Property"). B. Developer has entered into a purchase and sale agreement with the property owner, which provides that the Property will be transferred from the property owner to Developer after the approval of entitlements for the Project. C. Developer is proposing to develop a community composed of fifty-one (51) single- family attached townhome condominiums, eight (8) of which are proposed as low-income affordable units, on the Property, as more particularly set forth in Density Bonus Application No. 2022-03 ("Project"). Without the density bonuses, Developer would only be permitted to build thirty-five (35) units on the Property. D. Santa Ana Municipal Code sections 41-1600, et seq. ("City Density Bonus for Affordable Housing"), and California Government Code sections 65915, et seq. ("State Density Bonus Law"), set forth a process to provide increased residential densities to property owners who guarantee that a portion of their residential development will be available to low income, very low- income, or senior (also known as "qualified") households. These regulations are intended to materially assist the housing industry in providing adequate and affordable housing for all economic segments of the community and to provide a balance of housing opportunities for very low-income, low income and senior households throughout the city. City Council 21 — 325 12/6/2022 E. The Project is proposing a total number of fifty-one (51) condominiums that will be single-family attached townhomes, eight (8) of which are proposed as low-income affordable units. The Project will provide 105 onsite parking spaces or 2.1 spaces per unit. No parking concession is requested or provided. All condominiums are planned to be sold; none will be operated by Developer as rental properties. F. The Project complies with the affordable housing requirements set forth in the State Density Bonus Law, City Density Bonus for Affordable Housing, and the City's Affordable Housing Opportunity and Creation Ordinance. For purposes of this Agreement, the Project shall be the "housing development" as defined in the State Density Bonus Law. G. In light of the purpose of the State Density Bonus Law and City Density Bonus for Affordable Housing, and the express provisions of Government Code Section 65915(d)(2)(A), the City has determined to grant Developer's application for one concession and three waivers. H. This Agreement, and the exhibits attached hereto and incorporated herein by reference, is intended to set forth the terms and conditions for the implementation of the Project's requirement to provide affordable housing units in exchange for receiving the Density Bonus Units and additional concessions and waivers set forth herein. NOW, THEREFORE, in consideration of the above recitals, which are incorporated herein by this reference, and of the mutual covenants contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. DEFINITIONS AND EXHIBITS 1.1 Definitions. In addition to the terms that may be defined elsewhere in this Agreement, the following terms when used in this Agreement shall be defined as follows: 1.1.1 "Affordability Restrictions" means, pursuant to California Government Code Section 65915(c)(2)(A)(ii)(III), restrictions on the sale and conveyance of the Property that ensure that the Property will be preserved for lower income housing for at least 55 years for owner - occupied housing units and will be sold or resold only to persons or families of very low, low, or moderate income, as defined in Section 50052.5 of the California Health and Safety Code. 1.1.2 "Affordable Units" means eight (8) units, which shall be comprised of one (1) two -bedroom unit, one (1) three -bedroom unit, four (4) three -bedroom plus den units, and two (2) three bedroom plus den (optional 4th bedroom) units for Low -Income Households. Any change to the number or distribution of Affordable Units is subject to City Manager approval. 1.1.3 "Agreement" means this Density Bonus Housing Agreement. 1.1.4 "Base Units" means the thirty-five (35) Units that Developer would be authorized to develop on the Property without application of the State Density Bonus Law. 1.1.5 "City" means the City of Santa Ana, California City Council 21 — 326 12/6/2022 1.1.6 "City Council" means the City Council of the City of Santa Ana. 1.1.7 "City Attorney" means the City Attorney for the City of Santa Ana. 1.1.8 "City Manager" means the City Manager for the City of Santa Ana. 1.1.9 "City's Planning Commission" means the Planning Commission for the City of Santa Ana. 1.1.10 "Density Bonus Housing Agreement Term" means the period during which this Agreement shall be in full force and effect, as provided for in Section 6 below. 1.1.11 "Density Bonus Units" means the sixteen (16) Units in addition to the Base Units that Developer shall develop pursuant to the density allowance in the State Density Bonus Law and the terms and conditions of this Agreement, of which Developer would not be entitled to develop without providing the Affordable Units. 1.1.12 "Developer" means Warmington Residential California, Inc., a California corporation, and its permitted successors and assigns to all or any part of the Property, Project or this Agreement. 1.1.13 "Effective Date" means the date the City Council of City approves this Agreement and from then on this Agreement shall be in full force and effect. 1.1.14 "Eligible Household" means a Household whose income does not exceed the "Low -Income" qualifying limit as defined herein. 1.1.15 "Household" means all persons residing in a Unit. 1.1.16 "Low -Income" means persons and families whose income does not exceed the limits provided in California Health and Safety Code Section 50052.5. 1.1.17 "Project" means that certain residential development as more particularly described in Recital C and Section 2 of this Agreement. 1.1.18 "Property" means that certain real property more particularly described in the legal description in Exhibit A and improvements thereon. 1.1.19 "State Density Bonus Law" means Government Code sections 65915, et seq., as they exist on the Effective Date. 1.1.20 "Unit" means a residential dwelling unit within the Project to be constructed by Developer pursuant to this Agreement. City Council 21 — 327 12/6/2022 1.1.21 "Unrestricted Units" means the Units within the Project to be constructed or caused to be constructed by Developer to a Household without restriction. 1.2 Exhibits. The following documents are attached to, and by this reference incorporated into, this Agreement: 1.2.1 Exhibit A — Legal Description of the Property 1.2.2 Exhibit B — Income Verification Form 1.2.3 Exhibit C — Notice of Affordability Restrictions on Transfer of Property 2. DEVELOPMENT OF THE PROPERTY 2.1 Project. Developer shall develop or cause the development of the Property as fifty- one (51) single-family attached townhomes, eight (8) of which are proposed as Low -Income Affordable Units. All of the townhomes are planned to be condominiums that will be offered for sale. 2.2 Density Bonus. The Project shall have fifty-one (51) Units, to be sold, used, occupied, operated, and maintained pursuant to the terms and conditions of this Agreement. Developer agrees to provide eight (8) Affordable Units to Low -Income Households, which equals 23%, after rounding up, of the thirty-five (35) Base Units allowed for the Project. Accordingly, Developer pursued its density bonus pursuant to Government Code section 65915(b)(1)(A), which requires 10% of the total units of a housing development for rental or sale to lower income households. Pursuant to Government Code section 65915(f)(1), Developer's 23% in Low -Income Affordable Units provides a 46.25% density bonus. Developer understands and agrees that Developer is utilizing a 46.25% density bonus increase provided by the State Density Bonus Law (35 Base Units x 46.25% = 16 State Density Bonus Units) for a total of 51 units. Developer shall not construct or develop, or otherwise claim a right to construct or develop, more than sixteen(16) State Density Bonus Units on the Property. 2.3 Development Concessions, Incentives, and Waivers. As set forth in the City entitlements, Developer petitioned for and is hereby granted the following concessions, incentives, and waivers as part of the approval of Density Bonus Application No. 2022-03 for the Project: 2.3.1 The open space requirements for this Project shall be reduced in accordance with Government Code Section 65915(d)(2)(A), which allows one (1) incentive or concession for projects that include at least 10% of the total units for lower income households, such that the minimum required common open space shall be seven -percent (7%) of the Property lot size. 2.3.2 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed building setbacks exceed the maximum allowed (8'-0" setback) and shall be between 9'-0" and 13'-059 . City Council 21 — 328 12/6/2022 2.3.3 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed fencing height within the front yard setback shall exceed the maximum allowed (3'-0"), and shall be a maximum of 6'-0" in height within the front yard setback. 2.3.4 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the Project shall provide no frontage type and the minimum ground floor height shall be below the minimum required (between 10'-0" and 15'-0") and shall be no less than 9'-0" 2.4 No Further Concessions or Incentives. Developer acknowledges and agrees that the concessions, incentives, and waivers set forth in section 2.3 above fully satisfies any duty City may have under the City Density Bonus for Affordable Housing, the Density Bonus Law, or any other law or regulation to provide any density bonus incentive or to waive any building, zoning, or other requirement in connection with a density bonus. By this Agreement, Developer releases any and all claims Developer may have against City in any way relating to or arising from City's obligation to waive requirements of or provide development incentives pursuant to the City Density Bonus for Affordable Housing and the Density Bonus Law applicable to the Project. 2.5 Unrestricted Units. The Project, for purposes of this Agreement, may have no more than forty-three (43) Unrestricted Units (i.e. — non -Affordable Units). 2.6 Affordable Units. The Project, for purposes of this Agreement, shall have no less than fifty-one (51) single-family attached townhomes, eight (8) of which are designated as Low - Income Affordable Units pursuant to the terms and conditions of this Agreement. The Affordable Units shall be consistent with all City approvals, and shall be located throughout the Project. 2.7 Minimum Development Standards for Affordable Units. The Affordable Units shall be constructed in accordance with all applicable City approvals. 2.8 Permits and Processing Compliance with Laws. Developer, at its sole cost and expense, or as otherwise set forth in a separate written agreement, shall secure or cause to be secured any and all permits that may be required for development of the Project by City or any other federal, state, or local governmental entity with jurisdiction over the Property or Project. Upon securing any and all required permits, and all necessary financing and property interests, Developer shall carry out and perform the development of the Project or cause the performance of the development of the Project, in conformity with all applicable federal, state, and local laws and regulations, and all conditions of approval issued by the City Council and City's Planning Commission for the Project. Any changes to the Project shall be reviewed by the City to determine compliance with this Agreement. If any changes to the Project shall materially alter the ability of Developer to comply with any terms of this Agreement in City's sole determination, then City and Developer shall meet and confer to address amendments and revisions to this Agreement as necessary. 2.9 Relocation Prior to Development of Project. If relocation is required prior to the completion of development of the Project, Developer shall have the sole and exclusive City Council 21 — 329 12/6/2022 responsibility for providing relocation assistance and paying all relocation costs as may be required to comply with applicable federal and state laws and regulations. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party for relocation assistance, benefits and costs prior to the completion of the development of the Project. 2.10 Local Sourcing Plan. Developer agrees to make a good faith effort to encourage contractors and suppliers to hire and procure locally, to the extent that it is cost effective and does not delay the overall project development schedule. Prior to issuance of a building permit, Developer shall develop and submit or cause the development and submittal to the Community Development Agency (the "CDA") a local sourcing plan for the Project targeting, to the extent commercially reasonable, the hiring of qualified workers, construction contractors, or the purchasing of goods locally within the City of Santa Ana. The plan must be reviewed and approved by the CDA which if not granted or denied within five (5) business days, shall be deemed approved (with such approval not to be unreasonably withheld, conditioned or delayed) and be implemented for the construction of the project prior to issuance of a building permit. 2.11 Mechanic's Liens; Indemnification. Developer shall take all actions reasonably necessary to remove any future mechanic's liens or other similar liens (including design professional liens) against the Property or Project, or any part thereof, by reason of work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of Developer. Prior to the recording of this Agreement (or memorandum thereof) pursuant to Section 4.1 below, Developer shall provide evidence from the Title Company of any new recordings against the Property or Project. City hereby reserves all rights to post notices of non -responsibility and any other notices as may be appropriate upon a filing of a mechanic's lien. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld - and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party by reason of a mechanic's lien or work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of, Developer. 3. AFFORDABILITY 3.1 Total Affordabili . Term. Pursuant to Santa Ana Municipal Code Section 41- 1906(e)(1), each Affordable Unit shall be restricted to use and occupancy by an Eligible Household for a total period of no less than fifty-five (55) years ("Total Affordability Term"). The Total Affordability Term for an Affordable Unit shall commence on the date that the building in which the Affordable Unit is located receives all required occupancy permits from the City. City Council 21 — 330 12/6/2022 3.2 Memorializing Commencement of Total Affordability. The commencement date for each Affordable Unit is the date that a deed is recorded conveying the Affordable Unit from Developer to a member of the homebuying public. Developer shall deliver a copy of each grant deed to the City so that the City has a record of the commencement date for each Affordable Unit. 3.3 Levels of Affordabili 3.3.1 Low Income Households. Developer covenants that no less than eight (8) Affordable Units in the Project during the Density Bonus Housing Agreement Term will be built and initially sold or conveyed to, or preserved for Low -Income Households. 4. OWNERSHIP AND OPERATION OF THE PROJECT BY OWNER 4.1 Payment of Density Bonus Setup Fee. Prior to the Effective Date, Developer delivered payment to City of the required density bonus setup fee in the amount of one -eighth (1/8th) of one percent (1%) of the total estimated construction budget for the Project. 4.2 Recording of Documents. No later than issuance of building permits for the Project, Developer and the City shall record or cause to be recorded in the Official Records for Orange County, California, an executed original of this Agreement. City shall cooperate with Developer in promptly executing in recordable form this Agreement. The date of recording of the Agreement shall be the Effective Date of the Agreement ("Effective Date"). Upon the date of recording, the terms and conditions of this Agreement shall be binding upon and run with the Property and the Project. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Property, the Project, and the Affordable Units to ensure compliance with the State Density Bonus Law and City Density Bonus Law. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Affordable Units to ensure the continued supply of Affordable Units in the Project, except as expressly set forth in this Agreement. 4.3 Sale of Units. Upon the completion of construction of each Affordable Unit in the Project and receipt by Developer of all required permits for the occupancy of the Units, Developer shall sell or convey each Affordable Unit for the Total Affordability Term for such Affordable Unit in accordance with the terms and conditions set forth in this Agreement, which provide among other terms and conditions for the sale or resale of each Affordable Unit to an Eligible Household for the Total Affordability Term. 4.4 Location of Affordable Units. During the Density Bonus Housing Agreement Term, the Affordable Units shall be dispersed throughout the Project as provided in the approved Inclusionary Housing Plan Application dated April 27, 2022. 4.5 Use of the Property. All uses conducted on the Property by Developer, including, without limitation, all activities undertaken by the Developer pursuant to this Agreement, shall conform to all applicable provisions of the Santa Ana Municipal Code and other applicable federal, state, and local laws, rules, and regulations. The Project shall at all times during the term of this City Council 21 — 331 12/6/2022 Agreement be used as a townhome complex. All of the community facilities and any social programs provided to the Project's residents shall be available on an equal, nondiscriminatory basis to residents of all Units at the Project. 4.6 Maintenance. Developer shall, at all times during the term of this Agreement, cause the portion of the Property and the Project that Developer owns to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable. Developer shall, prior to the first close of escrow for sale of any Unit, form a homeowners association that will, at all times during the term of this Agreement, cause the Project to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable. City, and any of its employees, agents, contractors or designees shall have the right to enter upon the Property at reasonable times following not less than -forty-eight (48) hours' prior written notice and in a reasonable manner to inspect the Project. If at any time the Project or the Property is not maintained in accordance with this Agreement and such condition is not corrected within seven (7) days after written notice from City with respect to debris and waste material, or within thirty (30) days after written notice from City with respect to general maintenance, landscaping and building improvements, unless corrections are initiated and City has agreed to a reasonable amount of time to complete corrections, then City, in addition to whatever remedy it may have at law or at equity, shall have the right to enter upon the applicable portion of the Project or the Property and perform all acts and work necessary to protect, maintain, and preserve the Project and the Property, and to attach a lien upon the Property, or to assess the Property, in the amount of the expenditures arising from such acts and work of protection, maintenance, and preservation by City and/or costs of such cure, including a reasonable administrative charge, which amount shall be promptly paid to City upon demand. Notwithstanding the foregoing, City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded. 4.6.1 Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency (the "PBA"), the CDA, the Public Works Agency (the "PWA"), and the City Attorney to ensure that the Property and all common area improvements located thereupon are properly maintained, Developer shall execute a maintenance agreement with the City of Santa Ana, prior to occupancy which shall be recorded against the Property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: (a) Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); (b) Compliance with ongoing operational conditions, requirement and restrictions as applicable, the proper storage and disposal of trash and debris, and/or restrictions on certain uses; (c) Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; City Council 21 — 332 12/6/2022 (d) Ongoing maintenance, repair and upkeep of the Property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the Property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); (e) If Developer and the owner of the Property are different (e.g., if the applicant is a tenant or licensee of the Property or any portion thereof), or if a homeowners association has been created, both the applicant and the owner of the Property, or homeowners association, as applicable, shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms; (f) The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the Property or any interest in any lease, sublease, license or sublicense, except as set forth herein or unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement; (g) The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the Property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the Property in an amount equivalent to the actual costs and/or expense incurred by the City (provided, however, that City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded); and, (h) The execution and recordation of the maintenance agreement shall be a condition precedent to the issuance of the Certification of Occupancy. 4.7 Management Plan. Prior to Certificate of Occupancy, Developer shall submit for the reasonable approval of City a "Management Plan" which sets forth in detail the property management duties, a purchaser selection process in accordance with this Agreement, a security system (comprised of security cameras with audio voice down capability) and crime prevention program, the rules and regulations for the Property and manner of enforcement, an operating budget, the identity and emergency contact information of the professional property management company to be contracted with to provide onsite property management services at the Property ("Property Manager"), and other matters relevant to the management of the Property. The Management Plan shall require Developer to adhere to a fair sale and grievance procedure. The 91 City Council 21 — 333 12/6/2022 management of the Property shall be in compliance with the Management Plan as approved by City. If City determines that the performance of the Property Manager is deficient based upon the standards set forth in the approved Management Plan and in this Agreement, City shall provide written notice to the Developer and/or homeowners association, as applicable, of such deficiencies and the Developer and/or homeowners association, as applicable, shall use commercially reasonable efforts to correct such deficiencies. In the event that such deficiencies have not been cured within thirty (30) days, or, if cure is not reasonably possible within 30 days, then unless actions to commence a cure are taken within 30 days and continued thereafter with diligence, City shall have the right to require the Developer and/or homeowners association, as applicable, to immediately remove and replace the Property Manager with another property manager or property management company which is reasonably acceptable to the City Manager, which is not related to or affiliated with Developer, and which has not less than five (5) years' experience in property management, including significant experience managing housing facilities of the size, quality and scope of the Project. The Developer and/or homeowners association, as applicable, shall give City notice of the proposed replacement Property Manager. Such proposed replacement Property Manager shall be subject to the City's approval (with such approval not to be unreasonably withheld, conditioned or delayed). 4.8 Reserved. 4.9 Selection of Purchasers. 4.9.1 Developer shall review the selection of purchasers for the Affordable Units in compliance with lawful and reasonable criteria and the requirements of this Agreement. Each Affordable Unit shall be sold to Eligible Households. 4.9.2 Local preference for Santa Ana residents and workers in purchase selection for the Affordable Units shall be a requirement of the Project. Subject to applicable laws and regulations governing nondiscrimination and preferences in housing occupancy required by the State of California, the Developer shall give preference or cause for the preference in selling the Affordable Units to households that live and/or work in the City of Santa Ana. 4.9.3 Prior to the sale of an Affordable Unit, Developer shall require the purchaser or cause for the purchaser to be required to complete an Income Verification Form (in substantially the form attached hereto as Exhibit B) certifying that the purchaser buying the Affordable Unit is an Eligible Household and otherwise meet(s) the eligibility requirements established for the Affordable Unit. Developer shall verify the income of the purchaser as set forth herein. Developer and City shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchaser unless Developer or City has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation. 4.10 Income Verification and Certification. City Council 21 — 334 12/6/2022 Developer shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchasers unless Developer has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation. Developer shall make reasonable efforts to verify or cause to be verified that the income and asset statement provided by an applicant in an income certification is accurate by taking, at a minimum, at least one of the following steps as a part of the verification process: (1) obtain three months consecutive pay stubs for the most recent pay period, (2) obtain an income tax return for the most recent tax year, (3) obtain an income verification form from the purchasers current employer, (4) obtain an income verification form from the Social Security Administration and/or the California Department of Social Services if the applicant receives assistance from either of such agencies, or (5) if the applicant is unemployed and has no such tax return, obtain another form of independent verification. 4.10.1 Gross Household Income. Gross household income means all income from whatever source from all adult Household members, which is anticipated to be received during the 12-month period following the date of the determination of Gross Household Income. The applicable sources of income are defined in California Code of Regulations Title 25 Housing and Community Development Section 6914. 4.11 Reserved. 4.12 Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of each Affordable Unit during the Total Affordability Term, the City, transferor, and the transferee, shall execute and deposit into escrow, to be recorded before or on closing, against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit Q. The sale or transfer of the Property, shall not be effective unless and until the City, transferor, and the transferee, execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee. 4.13 Reserved. 4.14 Alternative Transportation and Energy Source, Resource Conservation, and LEED Certification. While not a condition of the Project's Density Bonus, in recognition of the City's desire to optimize the energy efficiency of the Project, Developer agrees to consult with the project design team, a CABEC certified 2016 Certified Energy Analyst, a LEED AP Homes (low-rise and mid -rise), LEED AP BD+C (high rise), National Green Building Standard (NGBS) Green Verifier, or GreenPoint Rater (one person may meet both of these latter qualifications) early in the Project design process to evaluate a building energy model analysis and identify and consider energy efficiency or generation measures. Prior to the meeting, the energy analyst shall complete an initial energy model based on either current T24 standards or, if the Project is eligible, the California Utility Allowance Calculator using best available information on the Project. To the extent financially feasible for the Project, Developer agrees to incorporate and optimize energy efficient building materials, methods, and amenities. 4.15 Reserved. City Council 21 — 335 12/6/2022 4.16 Emergency Evacuation Plan. Developer shall submit and obtain approval of an Emergency Evacuation Plan (the EEP) from City Police and Fire Protection agencies prior to issuance of a Certificate of Occupancy. The approved EEP shall be kept onsite and also be submitted to the following City agencies: (a) Police Department (b) Fire Department (c) Planning and Building Agency 4.17 Reserved. 4.18 Onsite Parking Management Plan. Developer has agreed to provide one -hundred - and -five (105) onsite parking stalls for residents and visitors of the Project and to obligate the homeowners association to actively monitor the parking demand of the Project site. Developer and/or the homeowners association, as applicable, shall be obligated to continually monitor and take commercially reasonable measures to manage the parking demand of the Project site - to mitigate the use of offsite parking spaces on private or public properties and/or right-of-way. Prior to issuance of the Certificate of Occupancy or finalizing of building permits, Developer shall submit and obtain approval from the Planning and Building Agency of a Parking Management Plan (the "PMP") as per conditions of approval in Vesting Tentative Tract Map No. 2022-03 to address the parking demands of the Project. The approved PMP shall be adhered to and be enforced by the Project at all times. 4.19 Marketinfz and Resident Selection Plan. Each Affordable Unit shall be sold to Eligible Households selected by Developer who meet all of the requirements provided herein. Prior to Certificate of Occupancy, Developer shall prepare and obtain City's approval of a marketing program and purchaser selection plan for the sale of the Affordable Units at the Project ("Marketing Program"). The sale of the Affordable Units shall thereafter be marketed in accordance with the Marketing Program as the same may be amended from time to time with City's prior written approval. Upon request, Developer shall provide City with periodic reports with respect to the sale of the Affordable Units. 4.19.1 The Marketing Program shall include, but is not limited to, marketing and community outreach activities, proposed purchaser selection criteria, income requirements, timeline and details for outreach and marketing. All requirements set forth herein shall be incorporated in the Marketing Program. 5. RESERVED 6. TERM OF THIS AGREEMENT The term of this Agreement ("Density Bonus Housing Agreement Term") shall commence on the Effective Date and shall continue until the date that is fifty-five (55) years after the City issues the last certificate of occupancy for the building in which the Affordable Units are located, pursuant to Santa Ana Municipal Code Section 41-1906(e)(1). 7. DEFAULT AND TERMINATION; INDEMNIFICATION City Council 21 — 336 12/6/2022 7.1 Default. Failure or delay by any Party to perform any term or provision of this Agreement, which is not cured within thirty (30) days after receipt of notice from the other Party specifying the default (or such other period specifically provided herein), constitutes a default under this Agreement; provided, however, if such default is of the nature reasonably requiring more than thirty (30) days to cure, the defaulting Parry shall avoid default hereunder by commencing to cure within such thirty (30) day period, and thereafter diligently pursuing such cure to completion. Except as required to protect against further damages, the injured Party may not institute proceedings against the Party in default until the time for cure has expired. Failure or delay in giving such notice shall not constitute a waiver of any default, nor shall it change the time of default. 7.2 Rights and Remedies Cumulative. The rights and remedies of the Parties are cumulative, and the exercise by either Party of one or more of its rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party. Notwithstanding anything to the contrary contained in this Agreement, in no event shall either Party be liable for speculative, consequential, punitive or other indirect damages, and each Party waives any right to collect speculative, consequential, punitive or other indirect damages against the other Party. 7.3 Indemnification. In addition to any other indemnity specifically provided in this Agreement, Developer agrees to defend (with counsel of City's choosing and the consent of Developer, which shall not be unreasonably withheld, conditioned or delayed and which may be joint defense counsel upon City's and Developer's consent) indemnify and hold harmless City and its respective officers, officials, agents, employees, representatives, and volunteers (collectively, "Indemnitees") from and against any loss, liability, claim, or judgment arising from any act or omission of Developer in connection with its obligations under this Agreement, except to the extent caused by the negligence or willful misconduct of any of the Indemnitees. 8. ASSIGNMENT; COVENANTS RUN WITH THE LAND 8.1 Assignment by Developer. 8.1.1 Prohibited Transfers or Assignments. Except as authorized in this Section or Sections 8.1.2 or 8.1.3 below, Developer shall not sell, transfer, or assign the Property or Project in whole or in part, or transfer or assign Developer's rights and obligations in this Agreement, in whole or in part, without City's prior written approval, which shall not be unreasonably withheld, conditioned or delayed ("Permitted Transfer"); provided, however, Developer shall have the right without City's prior written approval to transfer or assign the Property, Project and/or Developer's rights and obligations in this Agreement to any entity that is controlled by, or is under common control with, Developer or Developer's managing general partner, and Developer shall thereafter be released from any future obligations under this Agreement. In connection with Permitted Transfer, Developer shall: (i) notify City in writing of the sale, transfer, or assignment of all or any portion of the Property, and (ii) deliver to City an assignment and assumption agreement (or other agreement) in a form approved by City in its reasonable discretion and executed by Developer and its transferee/assignee pursuant to which Developer's transferee/assignee assumes all of City Council 21 — 337 12/6/2022 Developer's covenants and obligations set forth herein with respect to the Property or the portion thereof so transferred. Any request for transfer or assignment of the Agreement by Developer shall require the payment of fees or a deposit to pay for the City's actual, documented expenses to review the request. Upon the delivery of the assignment and assumption agreement as provided for above for a Permitted Transfer, or in the event of a sale of the Property/Project as provided for in this Section 8.1.1, Developer shall be released from any future obligations under this Agreement. 8.1.2 Sale of Property. Developer agrees and declares that the Property and the Project shall be sold, used, occupied, operated, and approved subject to all obligations set forth or incorporated in this Agreement, all of which are for the purpose of enhancing and protecting the value and attractiveness of the Property and the Project. All of the obligations set forth or incorporated in this Agreement shall constitute covenants which run with the land and shall be binding on Developer and its successors and assigns, and all parties having or acquiring any right, title or interest in, or to any part of the Property or Project. Developer further understands and agrees that the Density Bonus permit approvals received for this Project have been made on the condition that Developer and all subsequent owners, or other successors and assigns of the Property and/or Project purchase the Affordable Units in accordance with the terms and conditions stipulated in Sections 4, 5 and 6 of this Agreement for a term of fifty-five (55) consecutive years commencing upon the commencement date described in Section 3.2 above. 8.1.3 Sale of Condominiums; Transfer to Homeowners Association. Developer shall have the right to sell each of the Affordable Units to a qualified household in accordance with this Agreement and the procedures listed in Exhibit C, the Notice of Affordability Restrictions, subject to the City's confirmation of the qualified household. Without the City's prior written approval, Developer shall have the right to sell each of the Unrestricted Units to a member of the homebuying public. Without the City's prior written approval, Developer shall have the right to convey all or a part of the common area of the Project to the homeowners association formed to manage the Project, subject to the City's approval of any CC&R's for the Project. 8.1.4 Subsequent Assignment. As used in this Agreement, the term "Developer" shall be deemed to include any such transferee or assignee after the date such sale, transfer, or assignment occurs in compliance with this Agreement. 8.1.5 Unpermitted Assignments Void. Any sale, transfer, or assignment made in violation of this Agreement shall be null and void, and City shall have the right to pursue any right or remedy at law or in equity to enforce the provisions of the restriction against unpermitted sales, transfers, or assignments. 8.2 Covenants Run with the Land. The Property shall be used, occupied and improved subject to the covenants, conditions, and restrictions set forth herein. The covenants, conditions, restrictions, reservations, equitable servitudes, liens and charges set forth in this Agreement shall run with the Property and shall be binding upon Developer and all persons having any right, title or interest in the Property, or any part thereof, their heirs, and successive owners and assigns, shall inure to the benefit of City and its successors and assigns, and may be enforced by City and its successors and assigns. The covenants established in this Agreement shall, without regard to City Council 21 — 338 12/6/2022 technical classification and designation, be binding for the benefit and in favor of City and its successors and assigns, and the parties hereto expressly agree that this Agreement and the covenants herein shall run in favor of City. Furthermore, all of the covenants, conditions, and restrictions contained herein shall also constitute easements in gross running in favor of City. City is deemed the beneficiary of the terms and provisions of this Agreement and of the covenants running with the land, for and in its own right and for the purposes of protecting the interests of the community and other parties, public or private, in whose favor and for whose benefit this Agreement and the covenants running with the land have been provided. Developer hereby declares its understanding and intent that the burden of the covenants set forth herein touch and concern the land and that the Developer's interest in the Property is rendered less valuable thereby. Developer hereby further declares its understanding and intent that the benefit of such covenants touch and concern the land by enhancing and increasing the enjoyment and use of the Property by the citizens of City and by furthering the health, safety, and welfare of the residents of City. 9. MISCELLANEOUS 9.1 Entire Agreement. This Agreement and all of its exhibits and attachments set forth and contain the entire understanding and agreement of the parties with respect to the density bonus incentive and concession provided to the Project, and there are no oral or written representations, understandings or ancillary covenants, undertakings or agreements which are not contained or expressly referred to herein. No testimony or evidence of any such representations, understandings or covenants shall be admissible in any proceeding of any kind or nature to interpret or determine the terms or conditions of this Agreement. 9.2 Amendment. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance approved by the City Council, or through the City Manager as detailed herein, and signed on behalf of each Party. The City Manager shall have the authority to make approvals, issue interpretations, execute documents, waive provisions, and/or enter into amendments of this Agreement on behalf of City, including but not limited to amendments to this Agreement for consistency with other Project agreements. Any requested alteration, change or modification of the Agreement by Developer shall require the payment of fees or deposit by Developer to City, as applicable, to pay for City's actual, documented expenses to review the request. Each alteration, change, or modification to this Agreement shall be recorded against the Property in the Official Records of Orange County, California. 9.3 Notices. 9.3.1 Delivery. As used in this Agreement, "notice" includes, but is not limited to, the communication of notice, request, demand, approval, statement, report, acceptance, consent, waiver, appointment or other communication required or permitted hereunder. All notices shall be in writing and shall be considered given either: (i) when delivered in person to the recipient named below; or (ii) on the date of delivery shown on the return receipt, after deposit in the United States mail in a sealed envelope as either registered or certified mail with return receipt requested, and postage and postal charges prepaid, and addressed to the recipient named below; or (iii) two (2) days after deposit in the United States mail in a sealed envelope, first class mail and postage City Council 21 — 339 12/6/2022 prepaid, and addressed to the recipient named below; or (iv) one (1) day after deposit with a known and reliable next -day document delivery service (such as Federal Express), charges prepaid and delivery scheduled next -day to the recipient named below, provided that the sending party receives a confirmation of delivery from the delivery service provider. All notices shall be addressed as follows: If to City: City of Santa Ana Community Development Agency 20 Civic Center Plaza (M-26) P.O. Box 1988 Santa Ana, California 92702 Attention: Housing Manager With a copy to: Office of the City Attorney City of Santa Ana 20 Civic Center Plaza, 7th Floor (M-29) Santa Ana, California 92702 If to Developer: Warmington Residential California, Inc. 3090 Pullman Street Costa Mesa, California 92626 9.3.2 Change of Address. Either Party may, by notice given at any time, require subsequent notices to be given to another person or entity, whether a party or an officer or representative of a Party, or to a different address, or both. Notices given before actual receipt of notice of change shall not be invalidated by the change. 9.4 Severability. If any term, provision, covenant or condition of this Agreement shall be determined invalid, void or unenforceable, the remainder of this Agreement shall not be affected thereby to the extent such remaining provisions are not rendered impractical to perform, taking into consideration the purposes of this Agreement. 9.5 Interpretation and Governing Law. This Agreement and any dispute hereunder shall be governed and interpreted in accordance with the laws of the State of California without regard to conflict of law principles. This Agreement shall be construed as a whole according to its fair language and common meaning to achieve the objectives and purposes of the Parties hereto, and the rule of construction to the effect that ambiguities are to be resolved against the drafting Party shall not be employed in interpreting this Agreement, all Parties having been represented by counsel in the negotiation and preparation hereof. 9.6 Section Headings. All section headings and subheadings are inserted for convenience only and shall not affect any construction or interpretation of this Agreement. City Council 21 — 340 12/6/2022 9.7 Singular and Plural. As used herein, the singular of any word includes the plural, and vice versa, as context so dictates. Masculine, feminine, and neuter forms of any word include the other as context so dictates. 9.8 Joint and Several Obligations. If at any time during the term of this Agreement the Property and/or Project is owned, in whole or in part, by more than one Developer, all obligations of such Developer under this Agreement shall be joint and several, and the default of any such Developer shall be the default of all such Developers. 9.9 Time of Essence. Time is of the essence in the performance of the provisions of this Agreement as to which time is an element. 9.10 Computation of Days. Unless otherwise specified in this Agreement or any Exhibit attached hereto, use of the term "days" shall mean calendar days. For purposes of this Agreement and all Exhibits attached hereto, "business days" shall mean every day of the week except Saturdays, Sundays, official State holidays as recognized in Government Code Section 19853(a) or successor statute, and any days in which Santa Ana City Hall is closed for business. 9.11 Waiver. Failure by a Party to insist upon the strict performance of any of the provisions of this Agreement by the other Party, or the failure by a Party to exercise its rights upon the default of the other Party, shall not constitute a waiver of such Party's right to insist and demand strict compliance by the other Party with the terms of this Agreement thereafter. 9.12 Non -Discrimination. In performing its obligations under this Agreement, Developer shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other related activities. Developer affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 9.13 Third Party Beneficiaries. No person or entity, other than City and Developer shall have any right of action based upon any provision of this Agreement. 9.14 Force Majeure. Neither Party shall be deemed to be in default where failure or delay in performance of any of its obligations under this Agreement is caused by floods, earthquakes, other Acts of God, fires, epidemics or pandemics as declared by federal, state, or local emergency resolution, wars, riots or similar hostilities, strikes and other labor difficulties beyond the Party's control (including the Party's employment force), court actions (such as restraining orders or injunctions), or other causes reasonably beyond the Party's control, including delays by any governmental entity (although the City may not benefit from this provision for a delay that results from City's failure to perform its obligations under this Agreement), or an insurance company of either party. If any such events shall occur, the term of this Agreement and the time for performance by either Party of any of its obligations hereunder may be extended by the written agreement of the Parties for the period of time that such events prevented such performance. City Council 21 — 341 12/6/2022 9.15 Mutual Covenants. The covenants contained herein are mutual covenants and also constitute conditions to the concurrent or subsequent performance by the Party benefited thereby of the covenants to be performed hereunder by such benefited Party. 9.16 Successors in Interest. The burdens of this Agreement shall be binding upon, and the benefits of this Agreement shall inure to, all permitted successors in interest to the Parties to this Agreement. All provisions of this Agreement shall be enforceable as equitable servitudes and constitute covenants running with the land. Each covenant to do or refrain from doing some act hereunder with regard to development of the Property: (a) is for the benefit of and is a burden upon every portion of the Property; (b) runs with the Property and each portion thereof, and (c) is binding upon each Party and each successor in interest approved pursuant to this Agreement during ownership of the Property or any portion thereof. 9.17 Counterparts. This Agreement may be executed by the Parties in counterparts, which counterparts shall be construed together and have the same effect as if all of the Parties had executed the same instrument. 9.18 Jurisdiction and Venue. Any action at law or in equity under this Agreement or brought by a Party hereto for the purpose of enforcing, construing or determining the validity of any provision of this Agreement shall be filed and tried in the Superior Court of the County of Orange, State of California, and the Parties hereto waive all provisions of law providing for the filing, removal or change of venue to any other court. 9.19 Project as a Private Undertaking. It is specifically understood and agreed by and between the Parties hereto that the development of the Project is a private development, that neither Party is acting as the agent of the other in any respect hereunder, and that each Party is an independent contracting entity with respect to the terms, covenants and conditions contained in this Agreement. No partnership, joint venture or other association of any kind is formed by this Agreement. The only relationship between City and Developer is that of a government entity regulating the development of private property and the developer of such property. 9.20 Further Actions and Instruments. Each of the Parties shall cooperate with and provide reasonable assistance to the other to the extent contemplated hereunder in the performance of all obligations under this Agreement and the satisfaction of the conditions of this Agreement. Upon the request of either Party at any time, the other Party shall promptly execute, with acknowledgment or affidavit if reasonably required, and file or record such required instruments and writings and take any actions as may be reasonably necessary under the terms of this Agreement to carry out the intent and to fulfill the provisions of this Agreement or to evidence or consummate the transactions contemplated by this Agreement. City hereby authorizes City Manager to take such other actions and negotiate and execute any additional agreements as may be necessary or proper to fulfill the City's obligations under this Agreement. The City Manager may delegate her or his powers and duties under this Agreement to an authorized management level employee of the City. 9.21 Estoppel Certificate. Within ten (10) business days following a written request by any of the Parties, the other Party shall execute and deliver to the requesting Party a statement City Council 21 — 342 12/6/2022 certifying that (i) either this Agreement is unmodified and in full force and effect or there have been specified (date and nature) modifications to the Agreement, but it remains in full force and effect as modified; and (ii) either there are no known current uncured defaults under this Agreement or that the responding Party alleges that specified (date and nature) defaults exist. The statement shall also provide any other reasonable information requested. The failure to timely deliver this statement shall constitute a conclusive presumption that this Agreement is in full force and effect without modification, except as may be represented by the requesting Party, and that there are no uncured defaults in the performance of the requesting Party, except as may be represented by the requesting Party. 9.22 No Subordination; Mortgagee Protection; Covenants Do Not Impair Liens. City's approval of the necessary land use entitlements that authorize Developer to develop, operate, and maintain the Project or to cause the development of the Project was based upon Developer's obligation to provide the Affordable Units pursuant to the State Density Bonus Law, City Density Bonus for Affordable Housing, and the terms and conditions of this Agreement. For the Term of the Density Bonus Housing Agreement, this Agreement shall have priority over any and all mortgages, deeds of trust, and other similar forms of secured financing recorded against the Property or any portion thereof. Developer expressly understands and acknowledges that state law requires preservation of affordability covenants in connection with the approval of this density bonus project. This Agreement shall not prevent or limit Developer, in Developer's reasonable discretion, from encumbering the Property or any portion thereof of or any improvement thereon by any mortgage, deed of trust or other security device securing financing with respect to the Property or Project and such action shall not constitute an assignment of this Agreement. No violation or breach of covenants, conditions, restrictions, provisions, or limitations contained in this Agreement shall defeat or render invalid or diminish or in any way impair the lien or charge of any mortgage or deed of trust or security instrument. 9.23 Attorneys' Fees and Costs. If either Party to this Agreement commences an action against the other Party to this Agreement arising out of or in connection with this Agreement, the prevailing Party shall be entitled to recover reasonable attorneys' fees, expert witness fees, costs of investigation, and costs of suit from the losing Party. 9.24 Authority to Execute. The person or persons executing this Agreement on behalf of each Party warrants and represents that he or she/they have the authority to execute this Agreement on behalf of his or her/their corporation, partnership or business entity and warrants and represents that he or she/they has/have the authority to bind the Party to the performance of its obligations hereunder. (Signatures on following page) City Council 21 — 343 12/6/2022 IN WITNESS WHEREOF, the parties hereto have caused this Density Bonus Housing Agreement to be executed on the date set forth at the beginning of this Agreement. ATTEST: Clerk of the Council APPROVED AS TO FORM Sonia R. Carvalho City Attorney /a I By: Ry O. odge Assistan City Attorney RECOMMENDED FOR APPROVAL: Steven A. Mendoza Executive Director Community Development Agency CITY OF SANTA ANA Kristine Ridge City Manager ORANGE COUNTY ELECTRICAL JOINT APPRENTICESHIP TRUST By execution below, Property Owner consents to the recordation of this Agreement against its fee interest in the Property: Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust -20 City Council 21 — 344 12/6/2022 IN WITNESS WHEREOF, the parties hereto have caused this Density Bonus Housing Agreement to be executed on the date set forth at the beginning of this Agreement. ATTEST: CITY OF SANTA ANA Kristine Ridge Clerk of the Council City Manager APPROVED AS TO FORM Sonia R. Carvalho City Attorney By: Ryan 0. Hodge Assistant City Attorney FOR APPROVAL: Steven A. Mendoza Executive Director Community Development Agency ORANGE COUNTY ELECTRICAL JOINT APPRENTICESHIP TRUST By execution below, Property Owner consents to the recordation of this Agreement against its fee interest in the Property: Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust By: 20 NOTE: Developer acknowledges and agrees to the language within this document. Warmington Residential California, Inc. By: Add, Joe elie Vi& President   City Council  21 – 345 12/6/2022   EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY REAL PROPERTY IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT "I" OF THE STAFFORD AND TUSTIN TRACT, AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGES 618 AND 619 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY LINE OF LOT "I" OF THE "STAFFORD AND TUSTIN TRACT" AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGE 618 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, SAID POINT BEING 862.54 FEET SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT "I", BEING ALSO THE SOUTHWEST CORNER OF THE TRACT CONVEYED TO PACIFIC ELECTRIC RAILWAY COMPANY BY DEED RECORDED JANUARY 29, 1918 IN BOOK 317, PAGE 340 OF DEEDS; RUNNING THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT CONVEYED TO THE PACIFIC ELECTRIC RAILWAY COMPANY, 398.43 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER THEREOF, SAID POINT BEING ALSO IN THE EAST LINE OF LANDS CONVEYED TO J. J. VAN WYK BY DEED RECORDED APRIL 28, 1916 IN BOOK 273, PAGE 137 OF DEEDS; RUNNING THENCE SOUTH ALONG SAID EAST LINE, 246.275 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE WEST 398.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE NORTH 247.085 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPTING THEREFROM, THAT PORTION OF SAID LOT "I" AS DESCRIBED IN DEED TO THE CITY OF SANTA ANA, RECORDED SEPTEMBER 28, 1971 IN BOOK 9822, PAGE 341 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. APN: 402-061-03 City Council 21 — 346 12/6/2022 EXHIBIT "B" INCOME VERIFICATION FORM Inclusionary Unit Address: Head of Household (Print Name): Current Address (if different from above): Telephone Number: Home: Email address: Date of Birth: Work: Social Security # or TIN: Household Composition Cell: List All Household Members Living in the Inclusionary Unit Dependent Social Security # Name Sex Age (Y/N) or Taxpayer ID # List additional household members on a separate sheet of paper. Income cil 21 — 347 12/ 022 Santa Anaa,, li �run EXHIBIT "B" INCOME VERIFICATION FORM Monthly Gross Income * List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 1: Earned Income Other Head of Household Household Members Total 1. Gross wages, before payroll deductions and $ $ $ including overtime pay, commissions, fees, tips and bonuses. 2. Net income from self employment, independent $ $ $ contractor work or a business. 3. Social security and any payments from annuities, $ $ $ insurance policies, pension/retirement funds, disability or death benefits received periodically. 4. Payment in lieu of earnings, such as $ $ $ unemployment, disability compensation, worker's compensation and severance pay. 5. Public assistance, welfare payments $ $ $ 6. Alimony, child support, other periodic allowances $ $ $ 7. Regular pay, special pay and allowances of $ $ $ members of the Armed Forces 8. Other $ $ $ Subtotal: Monthly Earned Income $ Total Monthly Earned Income x 12 = $ Total Annual Household Gross Earned Income Income ve uncil 21 — 348 U 2 Santa Ana, li �r EXHIBIT "B" INCOME VERIFICATION FORM Monthly Gross Income * List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 2: Investment Income Total Other Adult Household Head of Household Investment Household Members Income 1. Interest paid on Bank and Savings accounts $ $ $ 2. Dividends and other payments from stocks and $ $ $ bonds 3. Income from real property (i.e. rental property) $ $ $ 4. Other (describe) $ $ $ Subtotal: Monthly Investment Income: $ Total Monthly Investment Income x 12 = $ Total Annual Household Investment Income *Note: The following items are not considered income: casual or sporadic gifts; amounts specifically for or in reimbursement of medical expenses; lump sum payments such as inheritances, insurance payments, capital gains and settlement for personal or property losses; educational scholarships paid directly to the student or educational institution; special pay to a serviceman head of family away from home and under hostile fire; relocation payments under federal, state or local law; foster child care payments; value of coupon allotments for purpose of food under Food Stamp Act of 1964 which is in excess of amount actually charged the eligible household; payments received pursuant to participation in the following programs: VISTA, Service Learning Programs, and Special Volunteer Programs, SCORE, ACE, Retired Senior Volunteer Program, Foster Grandparent Program, Older American Community Services Program, and National Volunteer Program to Assist Small Business Experience. Income ve 21 — 349 12/ 22 0 Santa Ana, li �r uncil EXHIBIT "B" INCOME VERIFICATION FORM Assets ** List the Current Value of All Assets of All Household Members Living in the Inclusionary Unit If the Asset generates income, that income must be specified In Part 2 above Head of Household Other Adult Household Members Total Value of Value Value Assets 1. Bank and Savings accounts $ $ $ 2. Stocks and bonds $ $ $ 3. Real property (i.e. rental property) $ $ $ 4. Other (describe) $ $ $ Total Asset Value $ *Note: Necessary items, such as furniture and automobiles, used for personal use are excluded from household assets. Collections of items for hobby, investment or business purposes must be included in household assets. If the total value of household assets exceeds $5,000, the calculation of the household's annual income shall include the greater of the actual amount of income, if any, derived from all of the household assets; or 10% of the total value of the assets. Income ve 0 Santa Ana, li �r uncil 21 — 350 12/22 EXHIBIT "B" INCOME VERIFICATION FORM If the total asset value exceeds $5,000, perform the calculations in the following table. If the total asset value is less than $5,000, the amount of investment income to be included in annual household income is $0. Calculation of Investment Income to be Included in Annual Household Income 1. Total Annual Household Investment Income $ 2. Total Asset Value $ x 10% $ The Greater of #1 or #2 = Investment Income to be Included in Annual Household Income $ Calculation of the Household's Total Annual Income Total Annual Household Gross Earned Income I $ Total Investment Income to be Included in Annual Household Income I $ Total Household Income I $ Documentation Attach True Copies of the Relevant Documents Listed Below Paycheck stubs from three most recent pay periods Employment verification Three years Income tax returns for Title Holders Social security verification Alimony/child support verification Other (Describe) Bank/Savings account verification Self-employment verification Unemployment verification Welfare verification Disability income verification Income Ve Santa Ana, li - . uncil 21 — 351 12/ 022 EXHIBIT "B" AFFIDAVIT This Affidavit is made with the knowledge that it will be relied upon by and the City of Santa Ana to determine maximum income for eligibility to purchase the Inclusionary Unit listed above. (1/we) warrant that all information set forth in this document is true, correct and complete and based upon information (1/we) deem reliable and based upon such investigation as (1/we) deemed necessary. (IMe) acknowledge that (1/we) have been advised that the making of any misrepresentation or misstatement in this affidavit will constitute a material breach of (my/our) purchase agreement and will additionally enable the seller to terminate the purchase contract and sell the Inclusionary Unit to another party. (I/We) do hereby swear under penalty of perjury that the foregoing statements are true and correct and that this affidavit has been executed as of the date specified below by each adult member of the household which intends to occupy an Inclusionary Unit located at Signature Date ,Santa Ana, California. Printed Name Executed at Santa Ana, California Signature Date Printed Name Executed at , Santa Ana, California Affidavit Santa Ana, &OYr 'uncil 21 — 352 12/ 022 EXHIBIT " C" RECORDING REQUESTED BY, AND WHEN RECORDED MAIL TO: City of Santa Ana 20 Civic Center Plaza, 6th Floor Santa Ana, California 92702 Attn: Executive Director This document is exempt from payment of a recording fee pursuant to Government Code Sections 27383 and 6103. NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY This Notice of Affordability Restrictions on Transfer of Property (or "Notice of Affordability Restrictions") is executed and recorded pursuant to Section 65915 of the California Government Code, and affects that certain real property generally located at in the City of Santa Ana, California, as legally described in Exhibit A hereto ("Property"). The City of Santa Ana, a charter city and municipal corporation of the State of California (referred to herein as "City"), and Warmington Residential California, Inc. ("Developer/Property Owner") have entered into that certain Density Bonus Housing Agreement dated as of November 15th, 2022 ("Density Bonus Housing Agreement"). 1. The Density Bonus Housing Agreement provides for affordability restrictions and restrictions on the Property, as more particularly set forth in the Density Bonus Housing Agreement. A copy of the Density Bonus Housing Agreement is on file with City as a public record and is deemed incorporated herein. Reference is made to the Density Bonus Housing Agreement with regard to the complete text of the provisions of such agreement and all defined terms therein, which provides for affordability restrictions and restrictions on the transfer of the Property. 2. For a period commencing upon the date on which a deed conveying the Affordable Unit to a member of the homebuying public is recorded and terminating on the fifty-fifth (55th) anniversary thereof, the Property may only be transferred to City Council 21 — 353 12/6/2022 EXHIBIT " C" another eligible, qualified Low Income Household at an Affordable Housing Cost; such restrictions are set forth at greater length in the Density Bonus Housing Agreement. 3. Section 4.12 of the Density Bonus Housing Agreement provides as follows: "Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of an Affordable Unit during the Total Affordability Term, the City and the transferor shall execute and deposit into escrow, or record against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit C). The sale or transfer of the Property, shall not be effective unless and until the City and the transferee execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee." In the event that Developer/Property Owner desires to Transfer the Property during the Total Affordability Term, prior to the Transfer the owner shall notify City by delivering a Notice of Intent to Transfer to City, which shall indicate the identity of the proposed Transferee who desires to purchase the Property, whether the purchaser is a Low Income Household, and whether the sales price is at an Affordable Housing Cost. In addition to Homebuyer's and the proposed Transferee's delivery of the Notice of Intent to Transfer, the following procedure shall apply: a. Notice to City. Developer/Property Owner shall send the Notice of Intent to Transfer to City at the address set forth in Section 9.3.1 of the Density Bonus Housing Agreement. b. Qualification of Proposed Transferee. The proposed Transferee shall provide the City with sufficient information in the form provided by City including without limitation, a certification as to the income and family size of the proposed Transferee, for City to determine if the proposed Transferee is a Low Income Household, and the purchase price is at an Affordable Housing Cost. C. Certificates from Parties. Developer/Property Owner and proposed Transferee each shall certify in writing, in a form acceptable to City, that the Transfer shall be closed in accordance with, and only with, the terms of the sales contract and other documents submitted to and approved by City and that all consideration delivered by the proposed Transferee to owner has been fully disclosed to the City. The written certificate shall also include a provision that in City Council 21 — 354 12/6/2022 EXHIBIT "C the event a Transfer is made in violation of the terms of this Restriction or false or misleading statements are made in any documents or certificate submitted to City for its approval of the Transfer, City shall have the right to file an action at law or in equity to make the parties terminate and/or rescind the sales contract and/or declare the sale void notwithstanding the fact that the Transfer may have closed and become final as between Developer/Property Owner and Transferee. d. Written Consent of City Required Before Transfer. During the Total Affordability Term, the Property, and any interest therein, shall not be conveyed by any Transfer except with the express written consent of the City, which consent shall be given only if the Transfer is in accordance with the provisions of this Restriction. This provision shall not prohibit the encumbering of title for the sole purpose of securing financing of the purchase price of the Property. e. Notice of Prohibited Transfer. Within twenty (20) days after receiving notification of a proposed Transfer in accordance with Section 3.a., the City shall determine and give notice to Developer/Property Owner as to whether the proposed Transfer is a Permitted Transfer or Prohibited Transfer. In the event that the proposed Transfer is a Prohibited Transfer, such notice to Developer/Property Owner shall specify the nature of the Prohibited Transfer. If the violation is not corrected to the satisfaction of the City within ten (10) days after the date of the notice, or within such further time as the City determines is necessary to correct the violation, the City may declare a Default under this Restriction. Upon the declaration of a Default, the City may apply to a court of competent jurisdiction for specific performance of this Restriction, for an injunction prohibiting a proposed sale or Transfer in violation of this Restriction, for a declaration that the Prohibited Transfer is void, or for any such other relief as may be appropriate. f. Delivery of Documents. Upon the close of the proposed Transfer, Developer/Property Owner and Transferee, as applicable, shall provide the City with a copy of the final sales contract, settlement statement, escrow instructions, all certificates required by this Section 3 and any other documents the City may request. 4. The restrictions contained in the Density Bonus Housing Agreement commence upon the date on which the Affordable Unit is conveyed to the first member of the homebuying public and terminate on the fifty-fifth (55th) anniversary thereof. 5. The commonly known addresses for the Property is City Council 21 — 355 12/6/2022 EXHIBIT "C" 6. The assessor's parcel numbers for the Property is 7. The legal description of the Property is attached hereto as Attachment No. 1 and is incorporated herein by reference. 8. The Density Bonus Housing Agreement, which includes the affordability restrictions referenced above, was recorded in the Office of the Orange County Recorder on (Number ). 9. The Density Bonus Housing Agreement remains in full force and effect and is not amended or altered in any manner whatsoever by this Notice of Affordability Restrictions. 10. Capitalized terms shall have the meaning established under the Density Bonus Housing Agreement (including all Attachments thereto) excepting only to the extent as otherwise expressly provided under this Notice of Affordability Restrictions. 11. Persons having questions regarding this Notice of Affordability Restrictions, the Density Bonus Housing Agreement or the Attachments thereto should contact the City at its offices (20 Civic Center Plaza, Santa Ana, California 92701, or such other address as may be designated by the City from time to time). City Council 21 — 356 12/6/2022 EXHIBIT "C" ATTEST: APPROVED AS TO FORM: SONIA R. CARVALHO, City Attorney Ryan O. Hodge Assistant City Attorney Dated: DEVELOPER/ PROPERTY OWNER: By: Printed Name: THE CITY OF SANTA ANA, 0 Executive Director City Council 21 — 357 12/6/2022 EXHIBIT "C" [Attach pro forma legal description for condominium. Example below.] PARCEL NO. 1 Unit (the "Unit"), as shown on the Condominium Plan ("Plan') Recorded on , as Instrument No. , in Official Records of Orange County, California ("Official Records"), consisting of a portion of Lot 1 of Tract No. ("Map'), filed in Book , Pages to of Miscellaneous Maps, in the Office of the Orange County Recorder. RESERVING THEREFROM, for the benefit of Grantor, its successors in interest and its assignees, easements for access, encroachment, maintenance, drainage and support, and for other purposes, all as described in the Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for Condominium Association, recorded on , as Instrument No. (as amended or restated, the "Declaration', in Official Records of Orange County, California. Terms not defined in this Grant Deed shall have the meanings given to them in the Declaration and Supplemental Declaration. PARCEL NO.2 An undivided one- (1/_) fee simple interest as a tenant in common in and to the common area described in the Plan. PARCEL NO.3 Nonexclusive easements for access, drainage, support, encroachment, maintenance and repair, and for other purposes, all as may be shown on the Map and as described in the Declaration. SUBJECT TO: 1. Nondelinquent general and special real property taxes and public and private assessments; 2. All covenants, conditions, restrictions, easements, reservations, rights, rights -of -way and other matters, including the Declaration; 3. All (a) matters discoverable or ascertainable by inspection or survey of the Unit, (b) zoning ordinances and regulations and other laws, ordinances or governmental regulations restricting the use, occupancy or enjoyment of the Unit, and (c) t other matters already permitted or approved by Grantee. NOTICE: THE UNIT ON THIS PROPERTY IS REQUIRED TO BE SOLD TO A LOW INCOME HOUSEHOLD PURSUANT TO THE DENSITY BONUS AGREEMENT WITH THE CITY OF SANTA ANA. FOR MORE INFORMATION, SEE THE DENSITY BONUS City Council 21 — 358 12/6/2022 EXHIBIT "C" AGREEMENT. THE RESTRICTIONS SET FORTH IN SUCH AGREEMENT BIND ALL SUCCESSIVE OWNERS OF THIS PROPERTY. City Council 21 — 359 12/6/2022 CITY OF SANTA ANA Planning and Building Agency 20 Civic Center Plaza • P.O. Box 198E o Santa Ana, California 92702 www.santa-ana.org/pba NOTICE OF PUBLIC HEARING BEFORE THE SANTA ANA PLANNING COMMISSION The City of Santa Ana encourages the public to participate in the decision -making process. This notice is being sent to those who live or own property within 1000 feet of the project site or who have expressed an interest in the proposed action. We encourage you to contact us prior to the Public Hearing if you have any questions. Planning Commission Action: The Planning Commission will hold a Public Hearing to receive public testimony, and will take action on the item described below. Decision on this matter will be final unless appealed within 10 calendar days of the decision by any interested party or group Project Location: 717 S. Lyon Street — Ward 3 Project Applicant: Greg Ocasek, representing Warmington Residential California, Inc. (Applicant), on behalf of OC Electrical Joint Apprenticeship Trust (Property Owner). Proposed Project: Applicant is requesting approval of Density Bonus Agreement No. 2022-03 and Vesting Tentative Tract Map No. 2022-03 (County Map No. 19195) to allow the construction of a residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low-income households. The project has been submitted pursuant to Senate Bill No. 330/the Housing Crisis Act (Government Code Section 65941.1) Environmental Impact: In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. Meeting Details: This matter will be heard on Monday, September 26, 2022 at 5:30 p.m. in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. Members of the public may attend this meeting in -person or join via Zoom. For the most up to date information on how to participate virtually in this meeting, please visit www.santa-ana.org/pb/meeting-participation. Written Comments: If you are unable to participate in the meeting, you may send written comments by e-mail to PBAeComments(a).santa-ana.org (reference the Agenda Item # in the subject line) or mail to Chelsea Shafer, Acting Recording Secretary, City of Santa Ana, 20 Civic Center Plaza — M20, Santa Ana, CA 92701. Deadline to submit written comments is 4:00 p.m. on the day of the meeting. Comments received after the deadline may not be distributed to the Commission but will be made part of the record. Where To Get More Information: Additional details regarding the proposed action(s), including the full text of the discretionary item, may be found on the City website 72 hours prior to the public hearing at: https://Santa-ana nrimPn ni ihlir./nnrtal City Council 21 — 360 12/6/2022 Who To Contact For Questions: Should you have any questions, please contact Pedro Gomez with the Planning and Building Agency at Pgomez@santa-ana.org or 714-667-2790. Note: If you challenge the decision on the above matter, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission or City Council of the City of Santa Ana at, or prior to, the public hearing. Si tiene preguntas en espanol, favor de Ilamar a Kelly Arcadio-Tajonar (714) 667-5881. Neu can lien lac bang tieng Viet, An dien thoai cho Tony Lai so (714) 565-2627. 1000' RADIUS NOTIFICATION MAP Publish: OC Reporter Date: Septerro'uWtl 21 — 361 12/6/2022 ORANGE COUNTY REPORTER SINCE 1921- Mailing Address: 600 W SANTA ANA BLVD, SANTA ANA, CA 92701 Telephone (714) 543-2027 / Fax (714) 542-6841 Visit us @ www.LegalAdstore.com Kelly Arcadio CITY OF SANTA ANA/PLANNING & BUILDING 20 CIVIC CENTER PLAZA 2ND FLR SANTA ANA, CA 92702 OR# 3624774 NOTICE OF PUBLIC HEARING raising only those issues you or someone BEFORE THE SANTA ANA PLANNING else raised at the public hearing COMMISSION described in this notice, or in written The City of Santa Ana encourages the correspondence delivered to the Planning public to participate in the decision- Commission or City Council of the City of making process. We encourage you to Santa Ana at, or prior to, the public COPY OF NOTICE contact us prior the Public Hearing if you have any questions . hearing. Si tiene preguntas en espanol, favor de Planning Commission Action: The Ilamar a Kelly Arcadio-Tajonar (714) Planning Commission will hold a Public 667-5881. Hearing to receive public testimony, and N e u c a n lien I@ c b a ng ti a nq Vi 4 t, will take action on the item described An di 4 n tho @ i cho Tony Lai s o (714) below. Decision on this matter will be final 565-2627. unless appealed within 10 calendar days 9/14/22 Notice Type: GPN GOVT PUBLIC NOTICE of the decision by any interested party or OR-3624774# Ad Description group. Proiect Location: 717 S. Lyon Street — Ward 3 717 South Lyon Street y Proiect Applicant: Greg Ocasek, representing Warmington Residential California, Inc. (Applicant), on behalf of OC Electrical Joint Apprenticeship Trust To the right is a copy of the notice you sent to us for publication in the (Property Owner). Proposed Proiect: Applicant is ORANGE COUNTY REPORTER. Thank you for using our newspaper. Please Density requesting Bonus al of y read this notice carefully and call us with any corrections. The Proof of Agreement Noro 3an Vesting Tentative Tract Map No. 2022-03 (County Publication will be filed with the Count Clerk, if required, and mailed to you y q 191ial to allow the construction Map residential of a residential townhouse development, after the last date below. Publication date(s) for this notice is (are): consisting of 51 townhouse units with eight units proposed as affordable to low- 09/14/2022 income households. The project has been submitted pursuant to Senate Bill No. 330/the Housing Crisis Act (Government Code Section 65941.1) Environmental Impact: In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section The charge(s) for this order is as follows. An invoice will be sent after the last 15195 (Residential Infill Exemption), as this project meets all the threshold criteria date of publication. If you prepaid this order in full, you will not receive an set forth in Section 15192 (Threshold InVOICe. Requirements for Exemptions). Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will Publication $124.00 be filed for this project. Meeting Details: This matter will be Total $124.00 heard on Monday, September 26, 2022 at 5:30 p.m. in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. Members of the public may attend this meeting in -person or join via Zoom. For the most up to date information on how to participate virtually in this meeting, please visit www.santa- ana.org/pb/meeting-parUcipation. Dail Journal Corporation Written Comments: If you are unable to v p participate in the meeting, you may send Serving your legal advertising needs throughout California. written comments by e-mail to PBAecomments@santa-ana.org (reference the Agenda Item # in the ORANGE COUNTY REPORTER, SANTA ANA (714) 543-2027 subject line) or mail to Chelsea Shafer, BUSINESS JOURNAL, RIVERSIDE 951 784-0111 ( ) Acting Recording Secretary, City of Santa Ana, 20 Civic Center Plaza - M20, Santa DAILY COMMERCE, LOS ANGELES (213) 229-5300 Ana, CA 92701. Deadline to submit written comments is 4:00 p.m. on the day LOS ANGELES DAILY JOURNAL, LOS ANGELES (213) 229-5300 of the meeting. Comments received after the deadline may not be distributed to the SAN FRANCISCO DAILY JOURNAL, SAN FRANCISCO (800) 640-4829 Commission but will be made part of the SAN JOSE POST -RECORD, SAN JOSE 408 ( ) 287-4866 record. Where To Get More Information: THE DAILY RECORDER, SACRAMENTO (916) 444-2355 Additional details regarding the proposed action(s), including the full text of the THE DAILY TRANSCRIPT, SAN DIEGO (619) 232-3486 discretionary item, may be found on the City website 72 hours prior to the public THE INTER -CITY EXPRESS, OAKLAND (510) 2724747 hearing at: https:llsanta- ana.pdmegov.com/public/portal. Who To Contact For Questions: Should you have any questions, please contact Pedro Gomez with the Planning and Building Agency at Pgomez@santa- ana.org or714-667-2790. Note: If you challenge the decision on the above matter, you may be limited to II 21 — 362 12/6/2022 * 0 6 1 1 6 6 5 4* On -Site Posting — 717 S. Lyon Street — September 15, 2022 NOTICE OF PUBLIC HEARING =� BEFORE THE SANTA ANA PLANNING COMMISSION Planning Commission Action: The Planning Commission will hold a Public Hearing to receive pubii testimony, and will take action on the item described below. Decision on this matter will be final urles appealed within 10 calendar days of the decision by any interested party or group. Pro'ec_1t.Location: 717 S. Lyon Street —Ward 3 Project Applicant: Greg Ocassi representing Warmington Residential California, Inc. (Applicant), or behalf of OC Electrical Joint Apprenticeship Trust (Property Owner). Proposed Project;, Applicant is requesting approval of Density Bonus Agreement No. 2022-03 and Vesting Tentative Tract Map No. 2022-03 (County Map No. 19195) to allow the construction of a residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low- income households. The project has been submitted pursuant to Senate Bill No- 330/the Housing Crisis Act (Government Code Section 65941.1) Environmental Impact- In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 {Threshold Requirements for Exemptions). Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be fried for this project. Meet�This matter will be heard on Monday, September 26, 2022 at 5:30 m. in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. Members of the public may attend this meeting in -person or join via Zoom. For the most up to date information on howto participate virtually in this meeting, Please visit 2M.ranta-ana.org/pb/meatin-g-particir)atiorl. Written Comments, If you are unable to participate in the meeting, you may send written comments by e- mail to PgAs Comments Santa-ana.or reference the Agenda Item # in the subject line or mail to Chelsea Shafer, Acting Recording Secretary, Deadline to submit written commentCity of Santa Ana, 2D Civic Center Plaza —M20, Santa Ana, CA 92701. s is 4:00 p.m. on the day of the meeting. Comments received after the deadline may not be distributed to the Commission but will be made part of the record. Where To Get More IMor the full text t e iscre ionary em mroaon: Additional details regarding the proposed achon(s), i" bile hearing att htt s7lsanta-ana. nme y e found on the City website 72 hours prior to the p ov.coml ubll°! ortal. Who Ti, Contact For puastlons: Should you have any questions, please contact Pedro Gomel with the Planning and Building 9 Agency at Pgomez@Santa-ana.org or 714667-2790. N�<e: Ii you challenge the tlecislon on the above matter, you may be limited to raising those issues ywd or someone else raised atthe public hearing described in this notice, or in written correspondence da livered t° the Planning Commission or City Council of the City of Santa Ana at, or prior t4 the Public hear si done Peguntas en espartol, favor de homer a Kelly Arcadlo (714) a47-sa61- Nf u c6n IiSn lee bane ti 41`0 VWt, Win 9lpn thoal oho Tony Let sb (714) 565-2627- N7� -� ,,•�L l P �;-L•�F �i v .4 City Council 21 — 363 12/6/2022 On -Site Posting — 717 S. Lyon Street — September 15, 2022 City Council 21 — 364 12/6/2022 Planning and Building Agency santa-ana.org/departments/planning-and-building/ Item # 22 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: First One -Year Extension for Variance Nos. 2017-05 and 2017-06 for the Madison Mixed -Use Development Project Entitled at 200 N Cabrillo Park Drive AGENDA TITLE: First One-year Extension of Variance No. 2017-05 and Variance No. 2017-06 for the Madison Mixed -Use Development Project Located at 200 North Cabrillo Park Drive RECOMMENDED ACTION Adopt a resolution approving a one-year extension of Variance No. 2017-05 and Variance No. 2017-06. DISCUSSION On June 5, 2018, the City Council approved Appeal No. 2017-05, reversing the Planning Commission's decision to deny Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 for a reduction in parking and increased side yard setback, which facilitated the construction of a seven -story mixed -use development project with up to 260 units for the property located at 200 North Cabrillo Park Drive. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration. The subject entitlements were in effect until June 5, 2020; however, due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant experienced delays in moving the project forward and constructing the new mixed -use development. During this time, a state of local emergency stemming from the COVID-19 pandemic was declared, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022. The applicant submitted construction drawings for plan check on August 14, 2022. Permits have not yet been issued; as a result, the applicant is requesting a one-year extension of the variances to ensure the entitlements remain valid by the time permits City Council 22 — 1 12/6/2022 Extension for Variance Nos. 2017-05 and 2017-06 December 6, 2022 Page 2 are ready for issuance. Since the applicant is currently working with staff to complete the plan check process, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 31, 2023. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act, the approval of the time extension is exempt form CEQA per Section 15061 (b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution 2. Resolution No. 2018-038 3. Full project plans Submitted By: Minh Thai, Executive Director of the planning and Building Agency Approved By: Kristine Ridge, City Manager City Council 22 — 2 12/6/2022 RESOLUTION NO. 2022-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF VARIANCE NO. 2017-05 AND VARIANCE NO. 2017-06 FOR THE MADISON MIXED -USE DEVELOPMENT TO BE LOCATED AT 200 NORTH CABRILLO PARK DRIVE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On June 5, 2018, the City Council approved Appeal No. 2017-05, thereby reversing the Planning Commission's decision to deny Variance No. 2017- 05 and Variance No. 2017-06 to allow the development of a seven -story, 260-unit mixed -use development at 200 North Cabrillo Park Drive. B. Prior to the expiration of the subject entitlements, a state of local emergency was declared stemming from the COVID-19 pandemic. Successive executive orders extended the expiration date of the project's entitlements from June 5, 2020 to December 31, 2022. C. Due to difficulties experienced by the development industry from the global COVID-19 pandemic, the applicant has been unable to move forward with the development and is requesting an extension for the variances. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. D. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 14, 2022. The applicant expects to obtain permits and start construction in early 2023. E. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. F. The applicant filed a request for the extension on September 19, 2022. The extension request came before the City Council on December 6, 2022. City Council 22 — 3 1216/3022 Resolution o. XXX Page 1 of 3 G. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Variance No. 2017-05 and Variance No. 2017-06 are each hereby extended for a period of one (1) year until December 31, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this day of APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By: (� John M. Funk Chief Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN NOT PRESENT Councilmembers Councilmembers , 2022. Vicente Sarmiento Mayor iY c�ur�c�iJ� 22 — 4 12/6/2022 Res o u 'on o. 1-XXX Page 2of3 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- to be the original resolution adopted by the City Council of the City of Santa Ana on 12022. Date: Clerk of the Council City of Santa Ana City Council 22 — 5 1?N40/3022 Resolution o. XXX Page 3 of 3 LS 6.5.1 a RESOLUTION NO.2018-038 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING APPEAL NO. 2017-05 AND REVERSING THE PLANNING COMMISSION'S DENIAL OF SITE PLAN REVIEW NO. 2016-03, VARIANCE NO. 2017-05 FOR A REDUCTION IN PARKING, AND VARIANCE 2017-06 FOR THE INCREASED SIDE YARD SETBACK, AS CONDITIONED, FOR THE DEVELOPMENT OF THE PROPERTY LOCATED AT 200 NORTH CABRILLO PARK DRIVE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows. A. Robert Bisno with Cabrillo Community Partners, LLC (hereinafter referred to as "Applicant") is requesting approval of Site Plan Review No. 2016-03, and Variance No. 2017-05 and Variance No. 2017-06, to allow the construction of a seven -story mixed -use development with up to 260 units at 200 North Cabrillo Park Drive. B. On December 11, 2017, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral, and adopted a resolution denying Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06. C. The Planning Commission's decision to deny Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06 was appealed to the City Council by the Applicant on December 20, 2017, contending that the project is appropriate at this location (Appeal No. 2017-05), Santa Ana Municipal Code (SAMC) section 41-645 allows any interested party, individual or group to file an appeal. D. Appeal No. 2017-05 came before the City Council of the City of Santa Ana for a duly noticed public hearing on April 3, 2018, to consider all testimony, written and oral. The project was continued to April 17, 2018, to provide adjacent property owners additional time to address circulation concerns. E. The City Council of the City of Santa Ana has considered the information, disagrees with the Planning Commission decision, and determines that the following findings, which must be established in order to grant this Site Plan Review pursuant to SAMC Section 41-595.5 and Metro East Mixed -Use Overlay Zone (MEMU) Sections 8.1 and 8.2 have been established for Site Plan Review No. 2016-03 to allow construction of the proposed project. Resolution No. 2018-038 City Council 22 — 6 1 / 2 1. That the proposed development plan is consistent with and will further the objectives outlined in Section 1.2 for the MEMU overlay district. The proposed development project will be compatible with Section 1.2 (Objectives) of the Metro East Overlay zone. The proposed project will contain up to 260 residential units (including four live/work units) and approximately 6,600 sq. ft. of commercial uses. The project design incorporates an active streetscape that integrates the private development with the public realm. The project meets several General Plan goals and policies, including Land Use Element Goal 1 (promote a balance of land uses to address basic community needs), Goal 2 (promote land uses which enhance the City's economic and fiscal viability), and Housing Element Policy HE-2.3 (encourage the construction of rental housing for Santa Ana's residents and workforce, including a commitment to very low, low, and moderate income residents and moderate income Santa Ana workers) and Policy HE-2.5 (require excellence in architectural design through the use of materials and colors, building treatments, landscaping, open space, parking, and environmentally sensitive ("green") building and design practices). 2. That the proposed development plan is consistent with the development standards specified in Section 4 of the MEMU overlay district. The project complies with the majority of development standards enumerated in the MEMU regulating plan, with the exception of required parking and side yard setback, which are analyzed through the variances. 3. That the proposed development plan is designed to be compatible with adjacent development in terms of similarity of scale, height, and site configuration and otherwise achieves the objectives of the Design Principles specified in Section 5 of the MEMU overlay district. The proposed development consists of a seven -level project surrounded by several existing mid and high-rise buildings and has been designed to complement these developments. It supports the vision of the MEMU plan with the construction of a high -density mixed -use development in close proximity to similar residential uses and supportive commercial uses. The project incorporates a variety of architectural materials, massing and ground floor uses that are compatible with the MEMU plan. It encourages a reduction in parking to reduce construction cost and emissions and to foster alternative Resolution No. 2018-038 y ouncil 22 — 7 12/6/2022 modes of transportation such as bicycling, walking, and transit. 4, That the land use, site design, and operational considerations in the proposed development plan have been planned in a manner that will result in a compatible and harmonious operation as specified in Section 7 of the MEMU overlay district. No significant negative impacts from noise, air quality, aesthetics, or traffic are expected except for temporary impacts arising during construction of the project. The site's design is intended to activate its frontage on Cabrillo Park Drive with the provision of publicly accessible open space, small-scale commercial uses, and a variety of seating and recreational amenities. F. The City Council of the City of Santa Ana determines that the following findings, which must be established in order to grant Variance Nos. 2017- 05 and 2017-06 for reduction in parking and increased side yard setback, respectively, have been established as required by SAMC Section 41-638: I. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, the strict application of the zoning ordinance is found to deprive the subject property of privileges not otherwise at variance with the intent and purpose of the provisions of this Chapter. The proposed project is located in an area surrounded by office buildings, parking structures, and a freeway, which restrict the site from compliance with the side yard setback to the south property line and parking requirements. The site is surrounded by high-rise offices and parking structures that have ample parking with divergent peak hour demands from the residential component of the proposed project. Adjacent commercial sites are built out to minimum setbacks and abut a freeway, which limits the amount of developable area for habitable space, parking, and open space for future residents and visitors. Additionally, the site necessitates adequate emergency access to the rear of the property to serve the proposed development. In order to properly address life safety issues, the building massing which takes into account the parking garage and setbacks must be reduced to accommodate a larger setback for a fire lane and adequate ladder angles. 2. That the granting of the variances is necessary for the preservation and enjoyment of one (1) or more substantial property rights. Resolution No. 2018-038 City Council 22 — 8 1 The granting of the parking and setback variances will preserve the property owner's ability to develop a vacant lot with uses consistent with the MEMU overlay plan and to provide adequate emergency access to serve the project. The development will revitalize the currently undeveloped parcel and activate the area with additional housing and commercial uses to support the active -urban subzone of the MEMU overlay plan. Future housing and active retail uses will benefit the neighborhood and promote the ability to live, work, shop, and play all within a short walk of each other. 3. That the granting of the variances will not be detrimental to the public welfare or injurious to surrounding property, The granting of the parking and setback variances will not be detrimental to the public or surrounding properties. As demonstrated in the parking analysis for the project, the site will have sufficient parking to accommodate the peak demand for the future residential and commercial uses. The parking study also demonstrates that residential uses have divergent peak demand hours than surrounding commercial and office uses, therefore .no significant impacts to traffic or parking are anticipated. Furthermore, the 30-foot setback in lieu of a maximum 10-foot setback is necessary to accommodate emergency access and will serve a dual design purpose as open space for the residents. The variances will allow for the development of an undeveloped vacant site consistent with the MEMU overlay plan. 4. That the granting of the variances will not adversely affect the General Plan of the city. The project will not adversely affect the General Plan, but rather support Its goals. The proposed project is consistent with Land Use Element Goal 1 (promote a balance of land uses to address basic community needs) and Goal 2 (promote land uses which enhance the City's economic and fiscal viability) by providing a high -intensity mixed -use residential and commercial development consistent with the vision of the area and surrounding land use designations. The variances allow for the development of the project in a mid to high-rise built environment and will provide housing in close proximity to support nearby commercial uses. Section 2. In accordance with the California Environmental Quality Act (CEQA), the recommendation is exempt from further review pursuant to Section 15332 (Class 32 "In -Fill Development Projects"). Resolution No. 2018-038 'nfy ouncil 22 — 9 12/6/2022 The Class 32 exemption applies to projects characterized as infill development meeting the following conditions: 1. The project is consistent with the applicable general plan designation and all. applicable general plan policies as well as with applicable zoning designation and `regulation; 2. The proposed development occurs within city limits on a project site of no -more' -than five acres substantially surrounded by urban uses; 3. The project site has no value as habitat for endangered, rare or threatened species; 4. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5. The site can be adequately served by all required utilities and public services. The project is consistent with the City's General Plan and the MEMU regulating plan. The project meets several General Plan goals and policies, including Land Use Element Goal 1 (promote a balance of land uses to address basic community needs) and Goal 2 (promote land uses which enhance the City's economic and fiscal viability), and Housing Element Policy HE-2.3 (encourage the construction of rental housing for Santa Ana's residents and workforce, including a commitment to very low, low, and moderate income residents and workforce in the City) and Policy HE-2.5 (require excellence in architectural design through the use of materials and colors, building treatments, landscaping, open space, parking, and environmentally sensitive ("green") building and design practices). The project site and type of development proposed are already addressed in the previously approved environmental impact report (EIR) for the MEMU overlay district (EIR No. 2006-01). However, a Class 32 exemption is required for the project because the original EIR did not require a greenhouse gas study. The Applicant submitted a greenhouse gas study to indicate that the project will not negatively impact greenhouse gas reduction goals. In addition, a health risk assessment (HRA) was prepared to identify any impacts from developing a residential community adjacent to a freeway. The HRA recommends that the project incorporate certain window design features on freeway -facing elevations for all units adjacent to the 1-5 freeway, and that the project install air filtration systems throughout. Section 3. The Applicant agrees to indemnify, hold harmless, and defend the City of Santa Ana, its officials, officers, agents, and employees, from any and all liability, claims, actions or proceedings that may be brought arising out of its approval of this project, and any approvals associated with the project, including, without limitation, any environmental review or approval, except to the extent caused by the sole negligence of the City of Santa Ana. Section 4. The City Council of the City of Santa Ana, after conducting the public hearing, hereby approves Appeal No. 2017-05, and approves Site Plan Review No. 2016- 03, Variance No. 2017-05, and Variance No. 2017-06, as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the public testimony at such hearing, written and oral, all of which are incorporated herein by this reference. Resolution No. 2018-038 City Council 22 — 10 121 ADOPTED this 511 day of June, 2018 by the following vote: APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:� Lisa Storck Assistant City Attorney AYES: Councilmembers Benavides, Pulido, Sa_ rmineto, Solorio, Tinaiero, Villegas (6) NOES: Councilmembers None (0) ABSTAIN: Councilmembers None (0) NOT PRESENT: Councilmembers Martinez (1) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, MARIA D. HUIZAR, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2018-038 to be the original resolution adopted by the City Council of the City of Santa Ana on June 5, 2018. Date: � 1 z 2a Maria D. Huizar Clerk of the Council City of Santa Ana Resolution No. 2018-038 ity Council 22 —11 12/6/2022 EXHIBIT A Conditions for Approval for Site Plan Review No. 2016-03 'Variance No. 2017-05 and Variance No. 2017-06 Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 are approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval. The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by this site plan review and variances. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Pailure to comply with each and every condition may result in the revocation of the site plan review and variances. A. Planning Division 1. All proposed site improvements must conform to the Site Plan Review approval of DP No. 2016-38. 2. Any amendment to this site plan review, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the site plan review must be amended. 3. The project shall comply with all mitigation measures as required by the Metro East Mixed -Use Overlay Zone. 4. A residential property manager shall be on -site at all times that the project is occupied. 5. All new utilities and mechanical equipment such as backflow devices, Edison transformers, and double check detector assembly devices shall not be located within front yard setbacks and must be screened from view from public and courtyard areas. 6. All parking for the project, including visitor parking spaces, shall be made available free of charge. 7. The interior of the parking structure shall be painted white. Rosolution No. 2018-038 City Council 22 — 12 1 9% 8. A final detailed amenity plan must be reviewed and approved prior to issuance of any building permits. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas as well as an installation plan, The exact specifications for these items are subject to the review and approval of the Planning Division. 9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans. 10. A Resident Storage Plan shall be provided for the project prior to occupancy. Storage shall be available at no cost to the residents. 11, Smart wiring, including cable television and highspeed cable for computers, shall be provided for each unit and within the projects common areas. 12. Prior to issuance of a grading permit, the following shall be completed: a) Submit a construction schedule and staging plan to the Planning Division for review and approval. The plan shall Include construction hours, staging areas, parking and site security/screening during project construction. b) Block wall/fencing plans (including a site plan, section drawings, and elevations depicting the height and material of all retaining walls, walls, and fences) consistent with the grading plan shall be submitted to and be approved by the Planning Division. 13. Prior to occupancy of any units, the following shall be completed: a) A Rental Housing Operational Plan must be submitted to the Planning Division for review and approval, At a minimum, the plan shall identify the location of employee and visitor parking, the location of the rental office, hours of operation for the rental office, and signage affiliated with the Dental Housing Operational Plan. In addition, the rental plan must clearly note that the parking and project amenities must be provided free of charge to the residents. b) A Parking Management Plan shall be submitted to the Planning Division for review and approval. The plan shall include parking spaces with accompanying exhibits and provisions for the distribution and management of parking for residents, employees and guests. 14.As a result of the health risk assessment (HRA) and to reduce any adverse health effects associated with diesel -truck emissions associated with the project's proximity to the 1-5 Freeway, Applicant must install non -operable windows on all windows facing the 1-5 Freeway and install air filtration systems with filters meeting or exceeding the American Society of Heating, Refrigeration, Resolution No. 2018-038 ity Council 22 — 13 12/6/2022 and Air Conditioning Engineers (ASHRAE) 52.5 Minimum Efficiency Reporting Value (MERV) of 14. 15. A Public Art Plan shall be submitted to the Planning Division for staff review and approval prior to the issuance of building permits. The public art shall be installed prior to issuance of a certificate of occupancy. B. Police Department 1. The Applicant will be required to submit a security plan for the proposed project to the Police Department. The plan will be required to outline hours of operation for the parking structure (secured/open), a duress alarm system for the parking structure and an access control system for the perimeter of the building. 2. Parking structure and buildings: Each door within the structure and building leading into a stairwell, lobby, or storage area must be outfitted with a 100 square inch fire rated window. Convex mirrors minimum of 12 inch in diameter must be provided at each stairwell landing, in the storage rooms and at each corner along a walkway. The last flight of each stair must be fully enclosed at its base. 3. Elevators are to be equipped with minimum 12-Inch shatterproof convex mirrors or are to have mirrored backing. 4. Parking structure first floor exits must be designed to allow emergency egress with no exterior hardware. 5. Building/unit addressing shall comply with emergency service standards of the City of Santa Ana. 6, Lobby doors must be equipped with a Police Department approved access control system. 7. Provide a minimum 100 square inch window in the trash room and storage room doors. S. Parking Structure elevators must be equipped with an approved access control system. C. Orange County Fire Authority 1. Prior to OCFA clearance of issuance of a building permit, the Applicant or responsible party shall submit plants and obtain approval of the following: a) Fire master plan (service code PR145) b) Architectural (service codes PR200-PR285) Resolution No. 2018-008 City Council 22 — 14 1TOM c) Architectural (service codes (PR212-PR220, abbreviated review) d) Tanks storing hazardous materials (service codes PR300-PR305) e) Hazardous materials compliance and chemical classification (service codes PR31 a-PR328) f) Battery (service code PR375), for any system containing an aggregate quantity of electrolyte in excess of 50 gallons . g) Underground piping for private hydrants and fire sprinkler systems (service code PR470-PR475) h) Fire sprinkler system (service code PR400-PR465) 2. Prior to concealing interior construction, the Applicant shall obtain approval of a fire alarm system (service code PR500-PR520). 3. Before commencement of construction, the Applicant or responsible party shall attend a pre -construction meeting with an OCFA inspector. Call OCFA Inspection Scheduling at 714-573-6150 at least five days in advance to schedule and pay for the pre -construction meeting. 4. After installation of required fire access roadways and hydrants, the Applicant shall receive clearance from the OCFA prior to bringing combustible building materials on -site. Call OCFA Inspection Scheduling at 714-573-6150 with the Service Request number of the approved fire master plan at least five days in advance to schedule the lumber drop inspection. 5. The Applicant or responsible party shall provide the OCFA inspector evidence of compliance with emergency responder digital radio system performance criteria prior to occupancy. Refer to OCFA Guideline C-03 or the local jurisdiction's emergency responder radio ordinance, as applicable, for requirements. Resolution No. 2018-038 ity Council 22 — 15 12/6/2022 THE MADISON, 200 N. CABRILLO, SANTA ANA, CA 92701 VICINITY MAP CONSULTANTS y � IGN WORKS ¢ Fn�A JOHNNY 411 E. HUNTING LEER AP, C30396 A -RIatom SUITE NO �, a„_ ■ L - STRE 6�MCH -- ❑ K L .Jx . Yn m V JIM KAWAMUNAPRINCIPAL Ju,@k tl,IP I :I, ® ■ SITE STRUCTURE STRUENGINEERS BRETKAUFMANN PRINCIPAL irc8Ye ...N-InnIOa0uclu 1S45W.otlA0XOrege, CA 9268 M 978-97 i N>�am GREEN MEP E OQ�rcSai aFao✓+a n EI ST STREE SRUCE ENTEZAM- ENGINEERING OPERATIONS OFFICER bma@gmenmep.com _ D _ 20341 IRVINE AVE D3, NEW PORT BEACH, CA nnan T: R -- oua)232-1919 SOIL _ I N LEI ON GROUP, INC. .ANC DJAN HANDRA-SENIOR PRINCIPAL ENGINEER tlGantlre®leighrongroup.can ,])81 COWAN, IRVINE. CA 92614 G 3 PARKING SUMMARY PROJECT SUMMARY T.(949)250-1421 LANDSCAPE tv N WO UNITCOUNT TRIBUTARY LA, INC. GLEN BROUWER-PARTNERx1.5%RAT( glen®eib-la.cvm STUDIO 54 UNITS Ca.1.5%) 11EDR00M I1 BATH 154 UNITS PROJECT DESCRIPTION THEPRQIECTISA)-STORYMIXED USE DEVELOPMENT CONSISTING OF 260APARTMENT UNITS WITHIN ONE5-STORY TYPE-IIIA BUILDING, AND CONSTRUCTED OVER ONE 3-STORY TENTUN 2]25 JEFFERSON ST, CARLSBAD, CA 92008 2BEOROOM I2 BATH D SPACES;TANDEM) 44 UNITS STRUCTURE WITH 2 LEVELS ABOVE GRADE AND ONE LEVEL BELOW GRADE. THE PROJECT T()fi0)434-9300 3BEDROOMl3 BATH (2 SPACES;TANDEM) 4UNITS PROVIDES STUDIO, 1-BEDROOM, 2-BEDROOM, AND LOFT UNITS, AS WELL AS A POOL, SPA, (2) ACOUSTICAL VENEKL45EN LIVE I WORK (2 SPACES;TANDEM) 4UNITS AIRTERRACES, FITNESS CENTER, BUSINESS CENTER, CLUB ROOM, AND PRIVATE BALCONIES IN THE TYPE IIIA STRUCTURE. THE PROJECT INCLUDES (4) LIVEIWORK UNITS, (2) SEPARATE RETAIL SPACES, A LEASING CENTER WITHIN THE TYPE IA STRUCTURE. no UNITS = No STALLS REQUIRED JOHN LOVERDE- PRINCIPAL jlovertle®venekleaen.wm 1)11 18TH ST, SANTA MONICA, CA 90404 395 STALLS PROVIDED ADDRESS 20D N. CABRILLO, SANTA ANA, CA 927D1 T. (310) 450-1733 TOTAL RESIDENTIAL UNITS: 260 AP.N. 40R0]1-03 c FIRE MASTER PLAN YCI CODE CONSULATING RETAIL UNITS: 2SPACES REDEVELOPMENT PROJECT AREA METRO EAST MIXED USE OVERLAY ZONE JOHN YOUNGHUSBAND-PRESIDENT -2,144 SF (NORTH RETAIL) 3,240 BE (SOUTH RETAIL) johnycicotl0.onm 318AVENUE Bdfi6RED0ND0BEACH,CASS2 -PLUS, 4 LIVEM/ORK UNITS ABOVE OWNER NAME TA PARTNERS APARTMENT FUND V L. JEFF CARLSON-DEVELOPMENET MANAGER T: (310) 844-0825 PARKINGRRAFFIC STUDY: 16WO ASTON ST, SUITE 275 1OP''Ut�O SURVEYOR VEHICLE PARKING OWNERADDRESS IRVINE, CA 92fi0fi WATERPROOFING TOTAL RESIDENTIAL GUESTIRETAILPARKING : 395 STALLS (I "TIO) PARKING 53STALLS"N"ATK" TOT&TOTAL . 2942666 OWNER PHONE k MIXED USE(MU) ZONING STALLS: 460 STALLS (1.7CRATIO) MAX BUILDING ENCLOSURE, INC. MAX FARALI ARAII max®memwllbe.cam TOTAL TANDEM STALLS: 11 BILLS TOTAL IT C. STALLS: 11 STALLS TYPE III -A (LEVEL 3)), TYPE IA (LEVEL 1-2 ABOVE GRADE 8 ONE LEVEL BELOW GRADE) CONSTRUCTION TYPE ] THIS PROJECT SHALL COMPLY WALL FEDERAL, STATE &LOCAL CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 3002E AL 655 A PARKWAY, SUITE) NIGUEL, CA 92fiP 535TALL5 x5% NUMBER OF STORIES •2019 CALIFORNIA BUILDING CODE 1.OZLAGUNA T(90.9)5102292 8RESIDENUEST 3955TALLS x2% &RESIDENTIAL 65'-0"ALLOWED (BY 2019 CBS) MAX, BUILDING HEIGHTALOWED 84'-0" •2019 CALIFORNIA FIRE ECTRICCODE •2018 CALIFORNIA ELECTRICAL CODE TITLE 24 DRY UTILITY ELECTRIC VEHICLE CHARGING CALCULATION: PROPOSED BUILDING HEIGHT ]3'-8" HIGHTEST OCCUPIED LEVEL • 2019 CALIFORNIA MECHANICAL CODE MORROW MANAGEMEM SEE G3.01, G3.02 •2019CALIFORNIA PLUMBING CODE • 2019 GREEN BUILDING STANDARDS CODE DAVID WOLFF dwld ]monowmgmtcom 448STALLS x5%=22.4-23 EVC STALLS REQUIRED PROVIDE:1 VAN ACCESSIBLE EV -1 STD ACESSIBLE EV FLOORAREATABULATION NFPA 13 I I N VIA CALLEJON, SAN CLEMENTE, CALIFORNIA, 92673 FIRE SPRINKLERS PARKING SCHEDULE -RESIDENTIAL LOW SMAR STAGE FALL FLYSTEMS TECHNOLOGIES, INC. FALL FLORES ])9 ACRES(121,]62 SF) LOT AREA 1.03 ACRES (44,8]]SF) Deecri lan T Count p yce RESIDENTIALADA ADA ResldemW Gauge 9'-0'X 18'-0' 9 AL Aluminum BALC Balcony DETAIL ENLARGEMENT REF. RaulFlore EAR, IRV.cam IRVINE, CA 92618 9EU_: OPEN SPACE 9 BUonln0 u-AR, CELL 1949)269b629 280 UNITS 12.79 ACRES=93.2 DUTAC DENSITY CL Center Line DETAIL REFERENCE CIL CLG Ceiling ADDRESSING CONSULTANT 4.1 FAR. RESIDENTIAL STANDARD ResldenON Garage B'6'X 18'-0" 283 2fi3 CLO CloSel Q SECTION CUT GANNON DESIGN R-2-APARTMENT CLR Clear CENT Concrete CENT Continuous e DETAIL REFERENCE VICKI DELAWDER-PROJECT MANAGER 360 S. GLASSELL ST., SUITEA 36D S. GI-ASSELL ST.., SUITE OCCUPANCY A -AMENITIES B-LEASING&AMENITIES MRETAIL RESIDENTIALTANDEM Tandem Gerzge8'-V' IeS0'2 144 1. Grandro 1: 418 gig DBL Double DIM Dimension ORANGE, CA 92BOB ()14)4]3-0209M - S-1- GARAGE STORAGE B ACCESSORY SPACES S2-GARAGE STORAGE &ACCESSORY SPACES DN Down INTERIOR ELEVATION REF. ()14)538559f0 (PER CBC 2019 CHAPTER 3) DS Down Spout DWG Drawing PARKING SCHEDULE RETAIL ELEC ElBcidcal 0— GRID LINES ELEV EIWN0n (3)STORIES TYPEIAWI MODIFICATIONS CONCRETEICMUIMTL FRAMING CONSTRUCTON TYPE 15) STORIES TYPE IIIA (OVER (STORIES TYPE IA) LIGHT WOOD FRAMING OaxdpOon Tyya Court BID EO EQualA REVISION NUMBER (CHAPTERS) RETAILADA ADA RABil Gerege T-0"X10'-0' 3 EXIST Existing EXT EMedOT ® NOTE REFERENCE (1) STORY SUBTERRANEAN(2) STORIES ABOVE GRADE PLANE FOR TYPE IA ALLOWASLEHEIGHT&STORIES BVILDING(HORMITTAL BUILDING SEPARATION ALLOWANCE PER SECTON 510.2 2 FD Floor Drain FF Finish Floor �� DOOR (TABLE 504) (5)STORIES885'-0' FOR TYPE IIIA CONSTRUCTION (PER SECTION 504.3) DEFERRED SUBMITTAL RETAIL EV Reteill EV Garage 0'-6"X10'-0' 1 FG Finish Grade FH Fire HyOranl O WINDOW AUTOMATIC SPRINKLER 504.2) — 1 FHC Fire Hose Cabinet FL Floor ® SMOKE DETECTOR TOREAS (SECTION ALLOWABLE AREA (SECTION 506) ALLOWABLEONAREA GPER STORYAa ISECTIECTIO2N.3) ION S2) REFERTO FRONTAGE INRE45E CA -CS (SECTION 506.3) — — NOTE: RETAIL STANDARD Retaill Garage O'-6"X10'-0' 49 FOS Face of Stud POW Face of Wall(Finish)® FAN R-2IS 1HOUR 49 FT Footor Feet FX Fine EAnguisher ® FLUORESCENT LIGHTING OCCUPANCY SEPARATION R-2/A NOTREQUIRED (TABLE 508.3.3) R-2/8-2 1HOUR — RETAIUGVEST VAN EV Retaill VAN EV Garage B'-0"X18'-0'2 1 GYP Gypsum Board CEILING RECESSED GEN Geneal S-1IS-2 NOTREQUIRED _ 1 Goud—:53 53 HT Height 0 INCANDESCENT LIGHTING HVAC Air Conditioning WALL MOUNTED R-2IM (HOUR Al -2 NOT REQUIRED MECHLWC MLight chanilallConcreteO INCANDESCENT LIGHTING UNIT TYPE SCHEDULE 4aa MTL MoralCEILING MOUNTED NG Natural Grade PARKING SPACE SHCLT IT-C UNIT TYPE CWM NTS Not To Scale M TELEPHONE OUTLET 2fi0 OC On Center PL Property Llne N COMPUTER DATA OUTLET PROPOSED UNIT PROJECT 16-Ot 76 lapz a1 RD Roof Drain INFORMATION lm3 18 REO'D Required (3 TELEVISION/CABLE OUTLET RM Room SCH Schedule � THREE-WAYSWITCH S SUBMITTAL LOG 18-. 9 18-05 5 SF Sq_Feet BHT Sheet '&06 5 Sim similar S SINGLE -POLE SWITCH SPEC CEILI 4I22Go. 100%DD SUBMITTAL iL-0l-laze 11 STRUCSVuctu allon 0 JUNCTION BOX /'s C 1 22 — 1 02 10 TC Top Of Curb Grade OU 12/6/2022 TTG OP Top ofPaaphet e COIRCIOL3 TW Top Of Wall &01 14 TYP Typ' I 9 DUPLEX RECEPTACLE OUTLET WC Water Closet H EET1 LW--r 4 —1 3B WD Wood >3 "HALF -HOT' OUTLET ST-02 16 WIC Walk In Closet SPLIT -WIRED RECEPTACLE .G1.01 Grendtpta1:260 280 Amme,k Do ree An.—AgaHma.uzzgl6r-Maa;o�am.m GENERAL SHEETS .G1.01 PROJECT INFORMATION .G1.02 SHEET INDEX .G3.01 FLUOR AREA ANALYSIS CALCS .G3.02 FLOOR AREA ANALYSIS CALLS .G1.12 ACCESSIBILITY DETAILS .G1.13 ACCESSIBILITY DETAILS .G1.15 RESIDENTIAL ACCESS. DETAIL .G2.10 CALIFORNIA GBSC .G2.11 CALIFORNIA GBSC .G2.20 ACOUSTIC REPORT .G3.04 EXITING DIAGRAM .G3.05 EXITING DIAGRAM .G3.06 EXITING DIAGRAM .G3.07 EXITING DIAGRAM C-1 TITLE SHEET C-2 INDEXMAP C-3 SITE DETAILS Cd PRECISE GRADING PLAN C5 PRECISE GRADING PLAN C4i PRECISE GRADING PLAN C-] PRECISE GRADING PLAN CA STORM GRAIN DETAILS C-9 STORM GRAIN DETAILS C-1 I STORM DRAIN PLAN C-12 STORM DRAIN PLAN C-13 STORM DRAIN PLAN Cll1 TITLESHEET CU-2 SEWERDETAIL CU3 SEWERPLAN CU-0 WATER PLAN City coin cil ARCHITECTURE SHEETS SITE PLAN FLOOR PLAN LEVEL 8 FLUOR PLAN LEVEL 1 FLOOR PLAN LEVEL FLOOR PLAN LEVEL 3 FLUOR PLAN LEVEL 4 FLOOR PLAN LEVEL 5 FLOOR PLAN LEVEL 6 FLUOR PLAN LEVEL ] FLOOR PLAN MAIL LOWER ROOF FLOOR PLAN UPPER ROOF LEVEL 1 SLAB PLAN LEVEL 3 BLAB PLAN FLUOR PLAN LEVEL B SEGMENT PLAN 1 FLOOR PLAN LEVELB SEGMENT PLAN 2 FLOOR PLAN LEVEL B SEGMENT PLAN 3 FLUOR PLAN LEVEL B SEGMENT PLAN 4 FLOOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL I SEGMENT FLUOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL 2 SEGMENT 1 FLOOR PLAN LEVEL 2 SEGMENT 2 FLOOR PLAN LEVEL Z SEGMENT 3 FLOOR PLAN LEVEL 2 SEGMENT 4 FLOOR PLAN LEVEL 3 SEGMENT 1 FLOOR PLAN LEVEL 3SEGMENT2 FLOOR PLAN LEVEL 3 SEGMENT 3 FLOOR PLAN LEVEL 3 SEGMENT FLOOR PLAN LEVEL 4 SEGMENT 1 FLOOR PLAN LEVEL 4 SEGMENT 2 FLOOR PLAN LEVEL 4 SEGMENT FLOOR PLAN LEVEL 4 SEGMENT 4 FLOOR PLAN LEVEL 5 SEGMENT 1 FLOOR PLAN LEVEL 5 SEGMENT FLOOR PLAN LEVEL 5 SEGMENT 3 FLOOR PLAN LEVEL 5 SEGMENT 4 FLOOR PLAN LEVEL 6 SEGMENT 1 FLOOR PLAN LEVEL 6 SEGMENT 2 FLOOR PLAN LEVEL 6 SEGMENT FLOOR PLAN LEVEL 6 SEGMENT 4 FLOOR PLAN LEVEL ] SEGMENT 1 FLOOR PLAN LEVEL] SEGMENT FLUOR PLAN LEVEL ] SEGMENT 3 FLOOR PLAN LEVEL ] SEGMENT 4 FLOOR PLAN MEZZI UPPER ROOF SEGMENT 1 FLUOR PLAN MEZL UPPER ROOF SEGMENT 2 FLOOR PLAN MEZL UPPER ROOF SEGMENT 3 FLOOR PLAN MEZZJ UPPER ROOF SEGMENT 4 REFLECTED CEILING PLAN LEVEL 1 REFLECTED CEILING PLAN LEVEL 2 REFLECTED CEILING PLAN LEVEL 3 REFLECTED CEILING PLAN LEVEL 4 REFLECTED CEILING PLAN LEVEL 5 REFLECTED CEILING PLAN LEVEL 6 REFLECTED CEILING PLAN LEVEL ] EXTERIOR ELEVATIONS EXTERIOR ELEVAITONS COURT YARD ELEVAITONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS GRAND STAIR SECTIONS ENLARGED BRIDGE PLANS ENLARGED POOL AND SPA LEASING OFFICE ENLARGED PLANI RCP CLUBROOM) FITNESS R00M LEVEL 3 YOGA ROOM LEVEL 4 ROOF LOUNGE LEVEL ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED CORE STAIRAND ELEVATOR PLANS ENLARGED STAIR PLAN ENLARGED STAIR PLAN ENLARGED STAIR PLAN STAIR SECTIONS STAIR AND ELEVATOR SECTION STAIR AND ELEVATOR SECTION BUILDING STAIR PLANS DOOR SCHEDULE WINDOW SCHEDULE :TO EFRONTSCHEDULES STOREFRONT SCHEDULES CONSTRUCTION ASSEMBLIES F-EILING 8 ROOF ASSEMBLIES METAL & CONCRETE FRAMED WALLASSEMBLIES GARAGE 8 GENERAL PARKING DETAILS GARAGE 8 GENERAL PARKING DETAILS WOOD FRAMED WALL ASSEMBLIES WOOD CONNECTION DETAILS TRASH CHUTE ASSEMBLY DEMISING 8 FIRE WALL ASSEMBLIES STAIRDETAIL ELEVATOR DETAIL PENETRATION ASSEMBLIES PENETRATION ASSEMBLIES FIRE PROOFING DETAILS ROOF DETAILS, DRAINS, SCUPPERS DOORDETAILS 22 - 1 STRUCTURAL OD GENERAL SNI GENERALNOTES SN1 STRUCTURALSPECIFICATIONS SNI SPECIAL INSPECTION 01 SLAB PLANS S200 LEVEL B FOUNDATION PLAN 5201 LEVELI SLAB PLAN S2 01.1 LEVEL 1 SLAB (NORTH I SOUTH) REBAR PLAN 52.01.2 LEVEL I SLPB(EAST I WEST) REBAR PLAN S2.02 LEVEL 2 SLAB PLAN S2.02.1 LEVEL 2 SUB (NORTH I SOUTH) RESAR PLAN S2022 LEVEL US (EAST ) WEST) REBAR PLAN Sim LEVEL3 PODIUMSLABPUN! S2.03.1 LEVEL 3 PODIUM )NORTH I SOUTH) RE -PLAN S2.03.2 LEVEL 3 PODIUM (EAST I WEST) REBAR PLAN 02 DETAILS SC1.0 STRUCTURAL DETAILS SC2.0 STRUCTURAL DETAILS SC2.1 STRUCTURAL DETAILS SC3.0 STRUCTURAL DETAILS SC3.1 STRUCTURAL DETAILS SIA D STRUCTURAL DETAILS SC4.1 STRUCTURAL DETAILS SC4.2 STRUCTURAL DETAILS SC5.D STRUCTURAL DETAILS SC5.1 STRUCTURAL DETAILS SC5.2 STRUCTURAL DETAILS SC6.0 STRUCTURAL DETAILS SC8.1 STRUCTURAL DETAILS SERD STRUCTURAL DETAILS 02 SUPERSTRUCTURE FRAMING PLANS S2.33.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENTI S2.34.H LEVEL 3 HA"=EE PLACEMENT PLAN - SEGMENT 2 5235.H LEVEL 3 HAEG WARE PLACEMENT PIN - SEGMENT 3 S236.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 4 S2.33 LEVEL 4 FLOOR FRAMING PLAN - SEGMENTI S2.34 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 2 S2.35 LEVEL 4 FLOOR FRAMING PUN - SEGMENT 3 S236 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 4 S237 LEVEL 5 FLOOR FRAMING PUN - SEGMENT I S2.38 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 2 SS.39 LEVEL S FLOOR FRAMING PLAN - SEGMENT 3 S240 LEVEL 5 FLOOR FRAMING PUN - SEGMENT 4 5241 LEVEL 6 FLOOR FRAMING PLAN - SEGMENTI S242 LEVEL 6 FLOOR FRAMING PUN - SEGMENT 2 S2.43 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 3 S2.44 LEVEL FLOOR FRAMING PLAN - SEGMENT 4 S245 LEVEL T FLOOR FRAMING PLAN - SEGMENTI S246 LEVEL] FLOOR FRAMING PLAN - SEGMENT 2 S24] LEVEL] FLOOR FRAMING PUN - SEGMENT 3 S246 LEVEL]FLOOR FRAMINGPLAN-SEGMENT4 S2.49 LEVELLOFOROOF FRAMING PLAN-SEGMENTI S250 LEVEL LOFTRi00F FRAMING PLAN -SEGMENT2 5251 LEVEL LOFOROOFFRAMINGPLAN-SEGMENT3 S253 LEVELLOFTIROOF FRAMINGPW SEGMENT4 5253 LEVELHIGH ROOFFRAMINGPLAN-SEGMENTI S2.54 LEVELHIGH ROOF FRAMING PUN -SEGMENT2 S265 LEVELHIGH ROOF FRAMING PLAN -SEGMENTS 5256 LEVEL HIGH ROOF FRAMING PUN - SEGMENT 4 OB_AMENITIES S5.11 ENLARGEDAMENITYS FLOOR FRAMING PLAN S5.13 LOUNGEFRAMINGPLA S5A4 ENLARGED BRIDGE FLOOR FRAMING PLAN 07_UNIT PLANS S5.E ENLARGED UNIT FLOOR FRAMING PLAN S5 21 ENLARGED UNIT FLUOR FRAMING PLAN SB2] ENLARGED UNIT FLOOR FRAMING PLAN S5 23 ENLARGED UNIT FLOOR FRAMING PLAN S5.25 ENLARGED UNIT FLOOR FRAMING PLAN S5.26 ENLARGED UNIT FLOOR FRAMING PLAN 10 SUPERSTRUCTURE DETAILS SW .1 STRUCTURAL DETAILS SW .2 STRUCTURAL DETAILS SW .3 STRUCTURAL DETAILS SW1.0 STRUCTURAL DETAILS SW2.0 STRUCTURAL DETAILS SW .1 STRUCTURAL DETAILS SW3.0 STRUCTURAL DETAILS SW4.0 STRUCTURAL DETAILS SW5.0 STRUCTURAL DETAILS SW6.0 STRUCTURAL DETAILS SW6.1 STRUCTURAL DETAILS SW8.0 STRUCTURAL DETAILS SW9.0 STRUCTURAL DETAILS MECHANICAL M0.01 GENERAL NOTES, LEGENDS B SYMBOLS MO.02 EDUIPMENTSCHEDULE M0.03 EDUIPMENTSCHEDULE M2.00 OVERALLPUN-LEVELB MUM LEVELB-SEGMENTA M2.00B LEVELB-SEGMENTB M2.01 OVERALL PW4-LEVELI M2.01A LEVELI-SEGMENTA M2.01B LEVELI - SEGMENTB M2.02 OVERALL PLAN - LEVEL 2 M2.0. LEVEL2-SEGMENTA M2.02B LEVEL 2- SEGMENT B M2.03 OVERALL PLAN -LEVEL 3 M2B4 OVERALL PLAN LEVEL M2.05 OVERALL FUN -LEVEL 5 M2.06 OVERALL PUN -LEVEL 6 M2.07 OVERALL PUN -LEVEL] M2.08 OVERALL PUN LOFT LEVEL M2.09 OVERALL PLAN ROOF LEVEL M43.1 UNIT PLANS M43.2 UNIT PLANS M433 UNIT PLANS M43.4 UNIT PLANS M43.5 UNIT PLANS MC2.01 OVERALL PLAN-LEVELI-COMPOSITE MC2.02 OVERALL PLAN - LEVEL 2- COMPOSITE MC2.03 OVERALL PLAN - LEVEL 3- COMPOSITE MC2.04 OVERALL PLAN - LEVEL4- COMPOSITE MC2.05 OVERALL PLAN - LEVEL 5- COMPOSITE NO OVERALL PLAN -LEVEL B-COMPOSITE MC2.0] OVERALL PLAN - LEVEL ]- COMPOSITE MC OS OVERALL PLAN - LOFT LEVEL - COMPOSITE MDT DETAIL MD.2 DETAIL ELECTRICAL ED.01 SYMBOLS,ABBREVIATIONSAND INDEX E0.02 GENERA LANDFIREALARMNOTES EO.03 LOADCALCUWTIONS E.04 SINGLE UNEDIAGRAMS EO.05 SINGLE UNEDIAGRAMS BUS SINGLE LINE DIAGRAMS EO.07 UN IT PANEL B LIGHT FIXTURE SCHEDULES EO.08 PANEL SCHEDULES E0.09 PANEL SCHEDULES EO.10 PANEL SCHEDULES E1.00 SITE PUN -OVERALL EI- SITE PLAN -SEGMENTA Et 00B SITE PLAN -SEGMENT B E1.- SITE PLAN - SEGMENT C E1.00D SITE PLAN-SEGMENTD E2.00 LEVEL 8-OVERALL E2.00A LEVEL B- BEG MENTA E200B LEVELS -SEGMENTB E2.000 LEVEL B-SEGMENT C E2.00D LEVELB -SEGMENTD E2.01 LEVELI-OVERALL E2.01A LEVELI-SEGMENTA E2.01B LEVELI- SEGMENTB E2.01C LEVELI-SEGMENTC EZ.01D LEVELI-SEGMENTD E202 LEVEL 2-OVERALL E2.0ZA LEVEL2-SEGME14TA E202B LEVEL 2-SEGMENTB E202C LEVEL 2- SEGMENT C E2020 LEVEL2-SEGMENTD E203 LEVEL 3-OVERALL E2.03A LEVEL3-SEGMENTA E203B LEVEL 3- SEGMENT B E2.01 LEVEL3-SEGMENTC E2.03G LEVEL3-SEGMENTD E204 LEVEL4-OVERALL E2.04A LEVEL4-SEGMENTA E204a LEVEL 4- SEGMENT B E204C LEVEL 4- SEGMENT C E2.04D LEVEL 4- SEGMENT D E2.05 LEVEL 5-OVERALL E2.05A LEVEL5-SEGMENTA E205B LEVEL5-SEGMENTB E2.05C LEVEL 5-BEGMENT C E2.013 LEVEL5-SEGMENTD E_ LEVEL6-SEGMENTA E208B LEVELB-SEGMENTB E2.O6C LEVEL 6-BEGMENT I E2.06D LEVEL 6-SEGMENTD E20] LEVEL] - OVERALL E2.07 A LEVEL]-SEGMENTA E207B LEVEL]-SEGMENTB E2.01C LEVEL ]-BEGMENT C EZ.01D LEVEL]-SEGMENTD E208 LOWER ROOF -OVERALL EZ.0SA LOWER ROOF -SEGMENTA E208B LOWER ROOF-SEGMENTB E2 LOWER ROOF- SEGMENT C E2.OBD LOWER ROOF -SEGMENTD E209 UPPERROOF-OVERALL E2.09A UPPER SOOF-SEGMENTA E2.09B UPPERROOF -SEGMENTB E2.09C UPPERROOF-SEGMENTC E2.09D UPPERROOF-SEGMENTD ES01 ENLARGEOPLANS E3.02 ENLARGEDPLANS E3.03 ENLARGEDPLANS E5.20 UNIT PUNS E5.21 UNIT PLANS E5.22 UNIT PLANS E5.23 UNIT PLANS E5.24 UNIT PLANS ED.01 DETAILS ED.02 DETAILS PLUMBING P-00.1 ABBREVIATIONS B LEGENDS PU0.2 GENERAL NOTES P-00.3 SIZING TABLES B CALCULATIONS PLO .4 CALCULATIONS P-00.5 CALCULATIONS P-0O.6 EQUIPMENT SCHEDULES P-01.1 SITE PLAN P-11.0 OVERALL PIN-LEVELB P-11.1 OVERALL PLAN - LEVEL 1 P-11.2 OVERALL PLAN -LEVEL 2 P-11.3 OVERALL PLAN -LEVEL 3 P-11.4 OVERALL PLAN -LEVEL 4 P-11.5 OVERALL PLAN -LEVEL 5 P-11.6 OVERALL PUN -LEVEL 6 P-11.7 OVERALL PLAN -LEVEL] P-11.8 OVERALL PLAN -MELLOWER ROOF P-11.9 OVERALL PUN UPPER ROOF P-01.1 ENLARGEDPLANS P-01.2 ENLARGEDPLANS P41.3 ENLARGED PLANS P4.1 UNITPLANS P-03.2 UNNPLANS P453 UNITPIANS P-03.4 UNITPLANS P43.5 UNIT PLANS P-R0.1 RISER DIAGRAMS P-R0.2 RISER DIAGRAMS P-RO.3 RISER DIAGRAMS P-R0.4 RISER DIAGRAMS P-2 .5 RISER DIAGRAMS P-RO.fi RISER DIAGRAMS P410.1 DETAILS P-U0.2 DETAILS P-D0.3 DETAILS P-D0.4 DETAILS P-D0.5 DETAILS P-DO.S DETAILS LANDSCAPE 11 Le . LC-1.1 -111 LC .1 L-I1 LCa.1 L 111 LC-1.3 -.113 LC 5 LANDSCAPE DETAILS LCE LANDSCAPE DETAILS LC-] LANDSCAPE DETAILS LC Ni LANDSCAPEDETAILS LC-9 LANDSCAPE DETAILS LC-10 LANDSCAPE DETAILS LC-12 LANDSCAPE DETAILS LIP-1.1 LEVEL I IRRIG, PENETRATION LIP-1.] LEVEL]IRRIG.PENETRATIONPLAN LIP-2.1 LEVEL I IRRIG. PENETRATION PLAN LIP .3 LEVEL 3 IRRIG. PENETRATION PLAN LIP-3.1 LEVEL I IRRIG. PENETRATION PLAN LI-1.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN LI-13 LEVEL 3 LANDSCAPE IRRIGATION PLAN U-1.7 LEVEL] LANDSCAPE IRRIGATION PLAN U-2.1 LEVEL LAN DSCAPE NDSCAPE IRRIGATION PLAN U-23 LEVEL 3 LANDSCAPE IRRIGATION PLAN 1-10A LEVEL 1 LANDSCAPE IRRIGATION PLAN 1I-33 LEVEL 3 LANDSCAPE IRRIGATION PLAN L14 LANDSCAPE IRRIGATION DETAILS LTP-1.1 LEVEL 1 LANDSCAPE TREE PLANTING PUN LTP-2.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN U .1 LEVEL 1 LANDSCAPE TREE PLANTING PUN LTP-1.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN LTP-2.3 LEVEL 3 LANDSCAPE TREE PLANTING PUN LTP3.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN LT-1.] LEVEL T LANDSCAPE TREE PLANTING PLAN LSP-11 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-2.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-31 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-3.3 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-1.7 LEVEL ] LANDSCAPE SHRUB PLANTING PLAN LP4 LANDSCAPE PLANTING DETAILS UANGIli/4f1":1.1 bYN_I9�Y31=Y1:LIF9.112ni9":1.: LSF-1.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN LSF-2.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN LSF-3.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN LSF-1.] LEVEL ] LANDSCAPE SITE FURNISHINGS PLAN LSF4 LANDSCAPE SITE FURNISHINGS DETAILS 12/6/2022 TITLE -T INDEX Aub kDwaIISeNe Ane McBHon AoatmenY I01- dW. ArtA.M G 1.02 ell REACH REQUIREMENTS — = 1 'U' ACCESSIBLE SHOWER PLAN & ELEVATION me mm ACCEQfQfEQQWd1N & 22-18 ELEVATION GENERAL DOOR REQUIREMENTS ___(:� 1- ACCESSIBLE TOILET PLAN & ELEVATION - = 1'-� F— COMMUNICATION & FIRE PROTECTION DEVICES :...:..... STAIRS & HANDRAIL DETAILS 1116 - = 1 -0 - MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES 1--. 4 DOOR & FRAME, WHERE OCCURS 11 DOOR DEA.U.." OF Pus. PLATE ACCESS iOF DOOR PULL 'D"E"T'A"'U GRIP AND OF PUSH-PULL B GENERAL RAMP REQUIREMENTS DOOR HARDWARE LOCATION" 9 kDI01diw. — G1.12 FLOOR LANDING NUMBERS OF BOTH SIDES OF JAMB HALL LANTERN CALL BUTTON B - �e NUMERAL HEIGHT B a 30 AC ,<( MAIN ENTRY FLOOR f0 10rcp'JaO DOOR CLOSE <DUQ< DOOR OPEN C EMERGENCY ALARM C C eLLa'x0 EMERGENCY STOP a NOTE:AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSE THROUGH EITHER LINE REQUIRING CONTACT. ELEVATOR CONTROL PANEL 1'6 I V r�3 I?41 1MUST BE m6 LJ.� m.,.aPl., (B) SECTION (A) PIN ACCESSIBLE SINK PLAN &SECTION 1n=1wI `A•F 1 THRU Y NO ROOF ACCESS .LIB EXIT RO TELLK w - us TACTILE EXIT ROUTE SIGN B••=1- y � smwumm. g F $ ACCESSIBLE SYMBOL 10— W J ACCESSIBLE PATH OF TRAVEL 4 1I18"=1'-D" M. 9 E"Law.Eo�xA ,. E"oT�.,,. R 11 �J HIGH / LOW DRINKING FOUNTAIN VEHICLE WARNING SIGNS FL=I LOOR IDENTIFICATION SIGNS ELEVATOR FLOOR IDENTIFICATION SIGNS LDOWN i MAXIMUM CUPANCY b 76 VW THICK MATTE ACRYLIC SIGN. COLOR TO BE BEIGE STANDARD BLACK LETTERGRAPHICS City Council 22 — 19 EXIT & RESTROOM SIGNAGE � FLOOR IDENTIFICATION SIGNS 1 � TACTILE EXIT SIGN 18'=V-D. I J G =1•-I? I V G"=1•-11 {„) 12/6/2022 t© v g� �s U�h1p ¢ F'ao✓',aa 9 AMA„kDNePn,M,EHmARatm,nYY10101.M,LNon — G1.13 KEYNOTES < SYMBOL DESCRIPTION DETAIL Y Oi r rail 0 b D ,e C taB B A 0 0 rowrtxlN30FTHEaTBx °"°°`°"`� � ACCESSIBILITY DOOR is ACCESSIABLE BATH 0 • • • O :U �� 3 a � N,Dc°NxEcreDTo 6 ■��■ O ❑ - 3U,.x EEBIxG,UnrtrENrt�aLIN�UnrtBx°NRonTaL. EN T D 0 Op °UNALENTND,B.LDLs<wPrt°N B A nI— _ _ aDA I-NSN° IONIANxoxANAaENS NOTES TYPICAL PICTOGRAMS is ACCESSIABLE KITCHEN 7 `TwG UIPMSNTB"�LBEx`P`P$i-TAT SCAIf: N.T.S. SCALE: 11-,'-0' BFLaviHFE NN.1--L MIN p,Om'LCNowrvoMEx6Eox5 PR wCnBINT`IIuiAOAa•A ,rzEwix. IIIII'sxaD PAE4B TYP NL NO LOCKIN2L MTENIALRSIWLLEB0.E OF100.etro0. wHu+F NE°uweN noAoruN N wo.D ACCESSIBILITY NOTES FOR �A oTRANSITICN BETWEEN FLOOR FINISHES MIN.ODOFSS LBS OF NUOPPoR51rvG ACCESSIBLE/ACCESSIBLE READY UNITS N.LDREOOWELu " SHALL HAVE %OCNING INSTPLLED IN .D.4 T—E ITN Frt RN0.c0uxrtaexFwswaieEE.',E"=ITRxE �J — IIHH�II ANE-2INCHESATI—TIES © THRESHOLD sI �ow�— oNONNNFORRCINc wwaEsacouxTERTorsxau eEFnovlo orca GREN x / Y Ts�TIrALLATIWATER DLE o aeR INs"L��"��IrvcxesorcaunTemorswvxee r0.onoeoro0. © LEVELCHANGES a x.�..,n�iN NOT PIACED ADIACENT TO A SIDE NxTxENncxrw aoaA NOw A? RG SARTHROOgSN. HAVEBBPR, THE BEVELREWwEOIFLEVELCNPNOE IsoVEA va NENrtcP11EYEL �"�'. s 1 NaxNuw VEFT—IEVrtcx E, SINIv.RALTERw.TEGR sm"S. NovuV—ED11E—'MCWrrxE—ET LEVEL CHANGE to GRAB BAR REINF. 'm �, °„-1 FONwaT I.O.ETN.°NAB6ANSSSON — NU City Council GRAB BAR ANCHORAGE swlE: N.T.S. I AMme:w DPwnsama ru„MmHanAPw,INN�uzzo,6vM,a;oa am.m 22 NPE °mERASE By MEBI . IINENISHEN Tacx6oan0 "— — — ❑ wANN raNEL w.L T ` — E ED O .FL u -111 ..u1 �q 11 N.o. N SHEET nrLE. RESIDENTIAL ACCESS. ° ---®--------- - -UNIT NINL°ESSLNUNIT DETAIL "PEN '6/2022 TYP. MOUNTING HEIGHT/CLEARANCES scuE: N.T.s. fSHEETI .G1.15 y California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET I (July 2021, includes July 2021 Supplement) CHAPTER GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. emminwman bea.ianeamirameme peen wlmica me.ores speafiea aamamamyin a ugnw bn dmasnawaainea intmnwwea. aoronbe amnb�ulpinq�uaumaream�naluaea inva wlare unless seep eganry, munry, orceyam mun,yas in meman.. S«ben totmib e, ana.MCDI .Vhia hDNr4meabaapglaam ��gsw�eionm re�rwlome�o�rsen l>tceie",aieilu�remems snelitl»qv onlvbe awwlamm�uew :pwennn am d we aeeltmn or enwaien. =an�lura reiq Beni epialupreaet "�mdinssuei"- v°mwnmra,-emRrIml M.goon �»mkea mM1.rm nm.ndm.ma,ma. IlNl" ma.. Are °�bae,a°�d ro 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. IHCDI The preasions d »lions rem mayapgee cenmar �'m redaenlisl buimlrectianeae mg cnreaiamlal ailyio�imv�eaaea ij Irsjwnlgn a»only tiR _ ,abe nataoinalmawnere neaedionapplies j j n a wapgbaaboalnx�aseam ae bolmines, no benwrwin ceusm. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MMEDOCCUPANCY BUILDINGS. In s w w »r x�pwiwdero aemrn speowgc'owuw Eecelp,une:°i" 1re[Nhl x�»maoseayVhdlw. »ng nfil wllyaM .plyl11,, 4illApwalx A,as ewnae Cnvereen. ov� unlls. wmpl Lina�*e�sm�eatne Cerrcomb Cnapreraananppeman.uaarowa b le. wncies. sole wmpNwaw DIVISION 4.1 PLANNING AND DESIGN ABBREVVXTION DEFIINITIOnNS: nunlly Devebpmem e �y ILR omcedSmmemw I nnlrge nitX.cbPmenl CHAPTER RESIDENTIAL MANDATORY MEASURES SECTION 4.1a02s DEFINITIONS me DE Mmwbq are aefil- incNger2(.Care mWaetlbmelarehaemal cewioos maewlo»amwu.,ormanrela m�vrysnmvam md.em-el. treemenamauwamner uses rnm inb,wmma mewe,nnme wmxmvivumsana ge�»aaneaow�nno nslope. wamwwaao 4.106 SITE DEVELOPMENT 4, amipenn' gm minnonin npeb ewe,ew c"»n,newreaneeai M1ewln, era»a vP nasop». an nq P mn emmprem Par"odpwerry. re»mereaiw ana main�ou ninonon ore sae. cence mabam ,wmua«an«mawoelappmw S ceeeao�wmalawamy ewdea amm wnmmacasam.tommariw. 4 waernduae. bgare na pmma m.me Mlwmp. e w xaangesnMmetncmmma�r�exaufam hill ue aranyaww. 0. a1 Ul-ShG rnwwnmlmdlm. Newnnnmdion 111 wmply Ma Sego. w era lEvsE)s�nal ce�nsmbe in.ammanrewlm,lm�cnavmrb vararcaatmmea,anc�sss, ni 01, da aagxv Ewpaana: a n»bynsab.b wM1erethe 1a.9 mbrdy Oft yeonINI meminM Evmwgiyam _ oPmry re maow w aisoy. uoiN innanrucure a.gn"rwu na onlmalnliN°� ae d"tM1e meter w v m Fvu» ufillry slee wa urea M1cmeoxn«or,neaevaowrby more wan $4W.W pw nas(aDUlane.lunar Aweswry Dwayne unns l.inoul.moulmeacml emtoni"e aMi prostEe<ePa Mwe nnaailea4o ampere .non mreunana swware"(sjre ervmtowmninsmnabon da erencn nwun Ewmpam: A anwryia na requires na minimum 41 21 em'»W V I,-dmal ill aoremanrewm m�e cea�mmm�reremm�a mCoee non man V cn«earalmebmemwNaalmnswcnon in V=nhhhy If w":li °v'imwnan�9�='lliuh (10) l mdan "°main"mbw ne lEv: bPeN:i �wa"m'a»a°Ppmnly aware EvsE. alnlafiayara. repdrea aambwdEv ro mmennram m. pmmd a wwbm ana ®Pads ror apnmm�bv waa wpwv epam«aa.ianama asamaraEvaareina wmgay amens wuElanM tya low rymeMn. S» veMM d aPn fi„amrroaartl C. mro as a* awd as ammmaa� » enaicelcceletl,n mearnmon uee Pe yareaem aneu MavaaWlemrrmae by II I-da- oresby secu»4.1. 2.z.Irmo s, malmmogv�w II»wnare vteawllo,'lylom�ome.Vspate let eel«mt m an aore»aie wminA spare g the Cnager tt0. m anmr usedmeacannV mare« acmerole roue. » aafinm in are CeM«me BwmNg Eac n: Exdac»aaewremasmlonsaesiawa ana wnatmdwmwmganw wmrme S.nPnaS zone. Gnawer IIB,arerm,regwream wmplrwtms.amr4.1gs.4.z.t.l ana timwmce Cencel;marBme aamns ep cn a req m npY me Caxomb a rebmmwpryve'um2. eatonovre0ape»IEvew»)mmenemm.rM Evap»enell ba lest loss mm). mmmam wemrem43 (14Z)=V"mjm."„m�pI ame eroePPlrerzn4senmmmmel 12ma lsags-h. rmwabpehemb EVaw»ana meaieb sM1ellndexam t unilvxfinl In4sunim M1cmm,al 12.003 per»nl abpel In arx alreaon. 1InomIIIIi n l Papwee bw aenuryane tale«m+ae wary m5'wmlla Wam mmnamum aealraedrebrencAauilwanaaswca(slreaervwrowrmn �yaaE»..mdP�� wl�aram�Ireemmum4o.ampere2oaaa.wneminaeeEudrewm ona�wl wnnmd�an m a�ee�" mm m. cauama Eredmd c"a.. . 1 ma bma d umisl a ntraio 1, M1�Pe �ioemunar,ewalv�ea�Ve e.Noemu. balm upone bmadanpnal n4namwey la na-1.1.minimum 4gempere 2g&z 1h.1-Ev IVa a mnmmdion in awcmzem wmma Gamma Emnrcel Casa. Iwesmad r»bpana cwus ared«y anal laenery me owreumm wm me cdnomw �p�res��"mr more Ev marein9 Pores as �Ev cApasle m awamanre lure Ev reindanamnd arse Tnewnnmaion eowmerly malPleenuryvne lore,lor sae maemcm,mm po rewgay am rewdry hil torsve stone �pqa� wreoreaennm a.e,�we Ev meµiywrnfisnya"�iiaoad1 EV Sh-moo nire saww req repnw°nro wmaaiisnmM la o.lw one ror the regmrea numterN M EV epos -11 [e rauMN up ro tlro wmP tcemn reyaPaw UV awwl almmw.. me FV-111ceaeagyero rm lays d nm V awn mall be 1e ron ISas 1 2. me m,n,mum meaaead EV » aceuce 9 bal lnasmm) 425, DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENEERALft cSGCEnenvnuwnunuem meewaarye»qy 011l,rysanmMalntnowee.tna Gllro.m.E.ay DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4..303 INDOmOR WATER BSxE 0. and Uhl lme.a ana snwemwas)s al I. Ylvan ne wep.cne °.1 1i.1,,4-1 ..2,4-.t9, 11 N m"mgetion ppr1 tn.- lwlfininpaaew ms daemlre m qum np mu ,twee dreaaenaal bus a,w.aa ene aniimwrura m�iecmm"nan Eetac"m emr:Npa�m�ramernbenma°I EewgnlAeao"mapsamman»m'I�enzdme U.seamea t.zwnwsap« sPsebafi�eu» mr rank+vpe relate. we,«s ml ucem�e._Vdm..c as neabe»nlxeea epemmwnmameneatne u.s. esn ..vas more oacbone as ebek va�rw mali�rnlbnae��°e�Naeailmlenperm. .r¢ aw�a UV1.r= ibeeeapnmmonN annwere Mill, aamm nnSIPP. etaanre. imam new me a reeimno eW amry au»d mall ylceb»t anpe aba ulea2S e. remdauemry ml wbac veareas l"ogdaedaxemilmworeneaeply ung)in resieemia -3.1.n ns wrryde.M a sMen innellm In resmemlaw w ellnaeaFm I. PIT Na arReaddiwu. rmem pa'- mcymze�gu ill sraona ee�St(1 T01l, xmseafilso 3ft4Xs). am sacnon lsor (aNr)anamap ce»uipg4waaen mbeaiaoamaicanoae. cGeaAa aiRywxmEa0iiueza Wglanh91 ae rc�eI R.y"ab�h b� )j.seabn"iem 1n(hM4)-SSe 1wxs lGPRA). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 I-U. CLUDS s SIn.wwren I,h,IPUQI xuxlraurap was lsPml o Cl..11a 5.0 refi .s( sI odams SO rep »ap 11, t,2cus, anal bo na mo-i X4X°Ispmy mindlm P'i.ve .1UMloaX , lUNR 11 rm 1«mulanmeasureiwamr ena� Ilmlvaualmremee�ye sin aura-meenmwllniare ma man mcel ae xpgirreaelenseanhenms reallaenme mbizda iTOt.t dma CaMmw pmmar9 Cure. TABLE - MAXIMUM FIXTURE WATER USE (RESIDEMI4L)S t. crap®mpsl IREIDENTIAcETs MIN US Gwn®00 PSI m PI u TORY xAucErs IN ._GN. P.IG CUSE PftFAS pN�xg psi GpN ®m PSI a 3U OUTDOOR WATER USEa _ wAr Elx wmprymwan Emo-em Leman wain rewla��Eio). v"e mritmwr'em ePainye�m��dwem Rewur.s Mwx DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY :4a40aO 6ENHH pCEDDURABILITYANDREDUCEDMAINTENANCEaw remm mmar, wnwemm ry aa�mn«memm a ro,�u°°e an'" 4AOS CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 0. orneala mo NT ry l�el wnstmaionam eVI, -. warm �u,�el«ana. pab « 2 lea ea o_P, a»wnn mx»mmnaexdorara ytlocauaa m»nebl imsare mama ina�soeywa metuul mumm�amn m�s avers15m tauilN, a imaae m qen n snau beavmiablee nmaion mrexaminaion gamee be,pee,eeas eressa yamewnawcaonem aemoinionwasa mneruam mayaneahoma wu Mrewding. spmtyxm pwn wasmmamaaswnl ce»ime amnm (»a ..lar amnum UrrG U. y a»mw maam. wnm. m. wnnmdmn ana nmoumn wane mammal wo.am mu m weXwm'nywnawcu'w maamaempbwemreauw ma emoumawnabudbn ana aemonfionwaaa sp�aoreiyus na nmcfimc wanemamnalsan,:naa siren cewlwla,m bywmem«vdume. bgdinwiosLubcm.na 4 nmomm� wanemamna�n�COptlmx»+peg°e�"�efi;ueaea�"mtlo�°us"a»ec°nawei`°'�°uu"monane mwaaa mn ce ewrlwMby a wane meregwnmt mupem. n ma wmwc»n ana aemdib» w»a 0. wE�dl hPhIhh mµaemea,da�wmanm 4 aremsm,n NON 4Aea., w«wmeammeenmrgneawngywnidrammwbama r IRa am,) eybe waa toemnn M brtslca Dl Pmre»arsren cenoremealmecalmme oewm� nt o, ResouaeseRmeovy°mctin9 RewveylcaRewaeN 4.410 BUILDING MAINTENANCE AND OPERATION 0. P le mtneen en epwmn aldr�l�aul�sai mue �Ihryeeotmbw aw�i+uan. "u" ntmatwmanwlaMll remenvmn mebupa5nearougrodme 2. GPareacn a. Eawcn msysmms Ac sysmms I Pt dicsyeremisaeleamccmniue cnapen s�va,emrieauna.atmnaam Wrermajar epglanga Im equipment. vaoi�ty5vmer ana wane rew+ery wovbm » manure ro mnn«reavoe 1. recyaepaaremeana la»aona. omiesyw a«maepun�mev ePem anirnuin a�"ia reieore munvlml°�n"netr°60rgenam sewn woe wn»yn ameaoaawcaa�ea ImPwanre mnadbrmwnmwn» 5 nspxtrim renf�tllons oleo lea Mere e�iaacirq awnry«mb wee. 11. Imwmawn hour CAL Flre on mammnarr» d aemnaixem.-I �amune resaenbal stmdurea. a e�s'n e, reran allw nneaga°reia�I p V1NV ml md-Uhwwr. urea, qen am, crwnic waelxmznanm.ub, or men a laahilN enaataa mol rxydmP ore ne�.e�oon eancbve. aPPNmr ua21aN2NAleceeq.areode requlreem-M, w+m wan«9aenwwarmpwacndre Ihl DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION4.S01 GENERAL duper mal ""°ire m». d reaady Me gwfily d ai wmamirana ma are cacmw SECTION 4.W0 DEFINITIONS nceyaebu aye renuerm,wow boa nag bon. COMPOl pcaude aoaebndarauae nwa�bwprn.ebonorelMgyanoa. ana e A p mmb�er elll asswcfim in caaomm coee rep n°ms(c )111a11, Swnen 9IRGIst2o.t. rg wplanwvaaa»a1. nmwmon wmmmel ems ma.ar remwalan ram me wanes a,mwamre ea ebmare» ell nee a»e, m xe «aaee aayapmre. y � p 4o s p a F'ao✓',aa 9 Apme»NDwal URAna BteebonAwrtmenUY I0I-EmdpnN Vt G2.10 California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1(July 2021, Includes July 2021 Supplement) FMreuHmn mMmeareapedfrea in CCR TN f7. Seofione NiW iue t7. seams gasz+lal. emeammmawarty,a for aeon.wince may...me ayartm-auspbbletomeenmmiip agerxym .z IMMI MATERUL POLLOTAxT CONTROL. Fnne mMa mmlmmgywU m'u»nlo.NI .anbum«eamng.mmcel«reAimaapolm"'�o. ra.q�e u. m supra pmmcesn(wmlaml«mooma.m,e,n, earmy.mgrey waabo nmleatliaaei,deme1myb,ne'mrlleoonnee,n pmercnu"l»ommpaylneaenenanmnnen aor1i11aaawa .W a enetiaeNinac roaiaw nare t«noioWroemdmel.vmgmr»maU q.euas, ssprwim in sumramzselow. 2. mresl inelslpgcon9pN w m ao«svinevoc ne aemsamm panpae arequ re sfmee.ou„naming pmnitimnuemTpauseetcenaln mxm mmpmnes.aCati7mx-a Coaeorreegwarona.Ticet7. pedelrymeen�mmgo ram "e»ityaN_.-lit in. �ae F. Aas H—High M1 Gl�me aefi»moN wEeaeofione 411, 4,SLrm4J7mme SS7CMR,m Ar Re»arms re.rm maa«mW ene Flm.N«mm«NonAatHign Gloeavx llmilin Terre 4.sw.sm Iepgyl" xwiAeba M gasii(z)(i) am wear requ&remems.W clluaIR lrq pronbom on �w d wnin+me tlzz(e)m am inn 1 a canmmm cm. a a°°a° me)mae tee Nara» .1.4a .t ormw aaaa�mally mmpry,wmme pemeavocaywrA IN— ema.aReAMa"em S. a. w,m4g. be wmmm,lm.regpmama SM z. FNtivmkeom aen acre pmunaxmsren. TABLE 4.504.1 -ADHESIVE VOC LIMIT,: (Lau wamr-a E»raw cmm—.M pr LINT) MS OOR.RPETA.HESrve.S CARPET Pan ADHESIVES NO MOD FLOORING ADHESIVES ISO RUBBER FLOOR ADHESMES SO -ASPHALT 1= C.E SAGE ADHE-ES GO MULTIPURPOSE UCTION xE51 YE TO TRUCNRaL GtAm4GTnDxESMES SINGLE-1200E MEMeRAxEADHESrvES 0THER—E NO SPEOMMAPPLICATONS CMWELDING ABBINEUDING D ADHESIVE PRIMER FOR PLASTIC CONTACTADHESWE SO �ASHESNE RADxE;SIVE BED UCTURN_ MOD MEue US TOR 41.M ADxESIME SO POROUS lu lExaPiworwl TABLE 4.504.2 - SEALANT VOC LIMIT (Le..w Exemw c.mWa.aam G.. UNIG MARINEDECK SIR SINPL Orr SBILANTINSIMENS TABLE 4.504.3- VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSvrGM S LESS wn7ERa LESS EKEM PT N,rC PER UTER OF COATING. COI BITUMINOUS F-F OGITINGE GO BITUMINOUS F-F PRIMERS BOND SSO CONCRETECUx GCOMPOL—B 00 DRY FOG INGE 1. GRAPwC ARTS CWINGS (SIGN PMxTS) HIGH TEMPERATURE COIJINGE INGUSTRILISMUNTlINAN LOw SOu05COn x3,cE MAGNESISCEMENTC—INGE aW MULTIGOLORCWINGS T. PRETREATMENT INASH PRIMERS —F COATINGS RUST PC5 ENT CLEAR O—UE END UIDERGOATERS STONEOONSOUDANTS WMIMINGPDOLOCAISIGE TRAFFICMINNNINGOORTINGE ISO TUB & TILE REFINISH CCAIINGE WATERPROOFNG ME OOCOAnI NSG w00DPRESERvnmE3 TABLE 4.504.5 - FORMALDEHYDE LIMITS, DvrooD aT .VENE. cone MEDIUM DENSITY FIBERSOARD S." DIVISION 4.5 ENVIRONMENTAL QUALITY (Continued) _Almrpm�lsallmmmewlmmAn«amum»Imeregairem..mmma cmiromb celcem eesimilunsoggelvimn menla ci»rz,ers, vemm+.z, x mry bi IEo"ivwm N.wmsoarabmaeminel mmuum M. nnpaG/x-.w.mpn.w.gwlvrogremarcovxam ODUFHUWMOMPSN rvOC.asps tenrq l � msawl�E emam a'G,U s'P�R ' icremmn, veuw.+2 ae wainz c SNN, ww.mph mgwmregre CGRHPSEOOCEH1aTAOmagMIo MP.rtmre . 4.sw.z.z carom aeeolve. nu mina aemdv. sins .1I1. regarere.m a Tad.4.sw.+. �eq^mPme celmsspnoen�m oMw%Ilc xmemaxiw Dui vases1S1. 11, Emisxmmsene mama m, Calmmia sPeaf lo. D'z,,) seewerombD rmrtmaPudm Hunnmwebaimrormamnion mrtaantltembg labs nm W vawx.mqi.m.govmmgremacCovxvloEODcrexLauroPegewOcaspx. wom PIfSIl idIlo mama 1mmmrmia li,PMromxM wmaH Rgz+zgamp.l. M rare me aorta apeceim in mom »wins.. m.mxn in Tasm 4.sg4.s M povam» 'Iby e. a m'm.aaWG-1111-anwala.amlm Mbwig 2. awmmr°mrA�mtroe.. LTH i"g .win ee wpm P.—awro.o» 4.Em s"vae1io 9 ar�eaaamMlUN me I&I e,Ps-zab.mmab E.gmeead s. SI2T mmal`c-.mm.ro'm e.w'm°m as.-..av" Do's ab.wma...a w..am. can a..5OS�NTERI0R M015TUR CONTROL ®«,sine cmm.a'a eoneagsm.eame caa.. eirera ui a m « pun Mtla �cneger ts�orm"nrete smmnnungmumn oprsre�uipieem nanvree veWPo�mer sv ma Glmmm Reaieeneal tine, cnemers, span alsocomplywltn mis »wlon. =6 ICIII AmP mrvbeaE anau be manlMammmgbn»wimalewaneatme na (tg t.s ram) mine sale a t rz ism H z.7mm1 «Iergr wins e�regae sine ne pmvam wan 4.505.3MOISTURECONTUN OF BUILDING 1 RPM. amr wge"aa a�aA�in9 film eMaamsnal inroimeem.e»Amanunwvere lnewm. 3. A.lab A�%prmm geplipmn.measti»gnpm+».ro%iapaelnsy. moisluremmm�. Mraure mmem span m vemim in mmplv��W IXe mu aclrymmanure mebr.Equivalem m mby Neemgrw a atlenell ambtyrepaimn»m mm:n el a mim z and (s+P mml m a lei H zt a mml mom tin grece aempm rn M wdoimm on well antl Amr M1amirg xiN tlxurtianbtian S. wpl barbneem«cirg egergapovbma1". time aePPrevalbenGoume wYl am Po«fremin9 _ pram -M- prmow man felebw Aemrepa.0 .1diYa,PngII ery pram 4.506INDOOR AIR QUALITY AND EXHAUST talowrM. ueaoa m... Eon sammr. veu m mr ,MM I,—M. a.e-11 mmp1, mmg1 mall Idl—wi tl"i.ae-1 ma wlaengm am W a uewn a s» na sus nudlm We TU. 4. bw. Humeb mnvroae enell bea�� eAtljuemiem brow»nerelMNenumiab range Mutean« equslem emm�mu. un lryamrol maywize maned «euromauo meeua unblry rme.I may m a mmmrt mmpomm to me m»um fan one i. nm mqulrea m be b to m m anraan ea a nnealvllammphwim mencepwm'e Errergrnr« 4.507 ENVIRONMENTAL COMFORT m N® dene.m ana can mr, eHaipmml.e awm u.�mreammWmIl+slmeACCnz Menmld-zgtt (Realcenuel rnmnj n�pnE rena000wormnrmavabmeeapn aauareor memms. t4 (Rrwemrl Duws}srtm.l. s. �e new' _ seiemml,ar9mner�epa .NNI �ro�5lrenp�aa wls m+4 (Realanfiel CHAPTER INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.11NSHALLER TRAINING. xvnmc.yartm amsWug„o.lelyao�nganairymmrocegn�we"ruelnpn9w slleuiry o�ra oero..eamm see «mae y fta vnc: Fl acre d,., tI.dl mil l,bA �lamae. �wea a amepbble xvne eamlrre rm mmfiaal.. p.Ara.a mmaae sin a,e rat nmlrta m u,.+amwi.g. PI a.iT TNNgn4. .nimpaoAbma M Cain, mmr «aemme mergr m.min.e «mmlmm. egmlren..s. �smm bymr, .m n.Barr .r »m. ampbbmmm.mmdiM..Aage.ay. 702.2 SPECIAL INSPECTION IlICD]. wxnirluiree pymeenrordng agmcr, meomerorue en�nry eo mnwanmlxtmilnrsocm speaslceinmsp a prn«woale mnp�pmenm .vlarrype of iraWGion «bekm h WHo..b. In adtlilim m Wuaede geie enlarcirg egerq. ma blbwanemNfimlrona«Muuom a®YM tmMeereO byfneenbrdn�A aAunrywnenevalueE.A lnequeliywflonaaespxbllmacmr' mfimmnbya.alenal«rglonalAmnbuaainA prgrem orwntlaM WbG.M1rH rufimSsnm I. srt4. rtwiae en� areulfinga»rifimfima miuem, u u ERS reds, brltivg M reM appmnum trexlrq pog«m In the eppreprero eaee. " +.I�al�avp Rol'ssrelil�n�•am»nueawnn.q fi.e.aal mureamfnamameaa«me gmnm xrmmamee. nem»m wwamnaammmAmm. H"bmmia9 wl"«s�m(xER�s).'ss�m,(ceclm«ro lesel wnm requlmf M me rmmlrg agency. me ownrormemapo»bin emlryemreas me «,nen again seen .eor mores .sprmmm Pmsaee lmmcuo.«anereones.emsservmmsaemaemmpna.m rnln ms�mmalar.msaate mmpaeoa mine uusbdlo. orme e.mm.eaAeoav+«me m"IauNccema�.premorwmbe peno..ea.. m.prmr anon m»amnmmlbo Emma eetl by me neamamn�fimuo. amumdm vrealmto a ma to �nn�m.uawmlrae Wine l«aee i.spasm«sxaammaapamamamloaa.mn.oe.a.ns i9miaaf l.tna msarbls«ma pmpn �areinepruogro<aompllanu.mn insmae. 703 VERIFICATIONS 705ke.100C�MENTAT10N. wmmmmam uammamxmmpa»mvmn rob nallndua mgabb meM1een%utlneaeenga ifEanomtatevu��dnoelmnkrnnemiiwl�wnen sp�mFm"ae �r i..peao. I..emery m war mmpfiarm, inn mamm a mmpliem wYl bB e W dfim in y � p 9 amtl»fi Domnsamaa»Mmbo.AWHme.b I0I-Maoo. am..n G2.11 I.A VsieNaunAmbM FrmrmmemN Nmu Maalsm:5a.AEA CA Vim• Arery. VA .' No 'PIE W Xmemtw ]l,ZOlJ-Pg6 WVeneldaun Azsadates V�Mlan.n Axa[btes bns 'a lxdselw kmlAvlO GO SUMMARY e fd mgwmmanzes then 0.1 items required to v8zfy the nd.[ntedaaz d.. in th reis Fdedm Use • The predittetl noise level inthequttlom uu 11, nm exceed the GW of Santa All G.n (Plan lhresbdd d 65 CNEL. No mhhgXb,,, is required. 'hemendal Nochanges are requires lothetypi[almNtlesign. • Window glass doors with minimum STC rmings antl wall Uperadeas shown in Table3 and eef inea h Ap W mix l are requires. All Unitsare rerommentled. he. STC 3o glazin8 minimum. eyes when Wtrequirea by cotle. • Residential mechanical ventilation, or ltM, means al natuhl ventilation, shall be provided Ill all units wthin Zona A and B. NP,Aesid1n 1 • The prId-d manmum hourly Lm zouM level along 11. Park onve was found to be less Man the 65 dBA thllhold per the Ulgomia Green Building Code that would require analygsTherefore, no funs. analysis is required to dempnrtrete compliance with the CALGreen aroustiWl requirements. Various noise mitigation me A1,1111, be uBlixed to.tlsry Me ndu nicena des[nbed inthis report. on Nmitigation methatls[M1a[ tleviahhom requirements should be .stewed by tM arourtiWl ronsulhnG If you h. any questions ar Imnments regarding Misreport, plea. d. iwt hesitate to I..— Simerely, VeneFlwen Asspaa[m,IM. Rid H. SH. Senw ASS ssAoci.. ( I John LOVeMe Principal Table 1-TmM[ Cauws ant Ulalatetl U1ELabngtlnsert propeMUneto Mdknetl Roatl Source Road Source TMllic Count Cumen[ONEL imureCNFL12DEfil -5 3)6,Ofi0 )9 ]90 Ubrillopark Drive 9,1J3 61.6 62 —.11 EXA_ E.—I. Based onthecamWter mgdel, VA calculatedthe noise level at dfhrent Iowdons 1 projen 'te. To dmplifythepreuntmionoftheerterior noise keels, VA has separated Me site into locaban s based on MesauM eaposureand required mitigation. The Dredkted wand levels at W[h zone, It— in fig— 2, are listed in Table 2 below. Xptember 11, 2017 CalHomia Pod& Homes, Inc 30 Bake parkway, Suite 2 Iry ., Ulihrnia 92618-0310 Attention: M, Chip Si subjed: The madly FnNronmental Nolu Anatysis-Madelingand Noise Mtigation Rerommendatbns VA Projed No, 18a3-0S4 Gear [M1ip: neNazen Aelciarez NA) III, wmpleted our model and analysis of the -jet project IUWIed in 5a.laa.a, California. This report represents the .twits dour findings: 14 IHINODUL This study was condunedtotletermine the impan of the eovironmenhl noise on The Matllwn mixed- proje[I In Santa Ana, UlHamia.VA's swpeNwork included reviewing Me Ateterrain antl nearby motldirg moW.tl tlevNopment layouts, assessing [be Id, levels imWtting the site, and decermining themethod, If any, regdrMto retlu[e Me iMenoraM exterior wand levels to meet the aDdi[able cotle requiremems ofthe 5cete NUlaornia and the Chyof Sama All. The projen consists da ml.tl-use 11Ib,.d1d cmnmerdal ,o ce on IM1egr ate level and residences1 upper levels.The dte Is boundedby existing bstory Wrkirg svutturesro[M1e nodM1 and south, Interstate 1-Stothe west, ant Ubrillo Park Dnvero the east. 2.0 NOIS—I'tERIA Community Noise Equivalent Leve11CNELl islhe 24-homequivalentlaverage)saund pressure level in wM1 dil, elnirg IJly-10pm(antl Iml.Sbe(10 pm- Jaml noiseIl, bort e. led byatlelrg5 and 10 dB, respectively to the hourly Ieul. Nnce Mis Ica 2e�Mur metrl[, snort-0ura0on noise events ((ruck pass -by, bus, [rains, ev.larenm as prominent in Meanalyds. teq h.l.l.1—rontinuauI sound 1.1) Is defined as the steady sound pressure IeyN which, over a D.. perlod . time, bat the 1.1 energy as the a[ W N BUttualing ndu. 2.1 Shce IfUlill-and city fulth,ArA (lmWbr) TheStateofCalifornia Building Code1SMlon 1202,°Sound Transmission"j and Me OW fSanta Ana General Plan stale that In tenor CNEL It., fa residential land uses are not to etteed AS CNEL in any hamhblIroam. if the windows must be clod Wmeet an Interim level of 45 CNEL, thenamed, Wl entllatil,E system m alter means ofWWral verbletl... h.11 be p.vieetl. The following hblefrom the General Nan ckady h4h.. the. requlremeMs: I.A veneklaun Assonates fmsranmenW Hwxaiutrys; vn Pinjet�hBaa3d5a �` veneNasen assoaases Enxmnmemalxdsevmjen xo. ]ga305aVanaklaranarw[Mtea an'Xa�em6er11,zo]J-0�e0 EnxmnmentalNase ns vawProjen Ho. ]Ba3O5a �XPaxn6er11,201J—Pa,e2 �Y XPaember11,201J-0afeJ `Y APPENDIX I - IS— REQUIREMENTS Table 2-Exterior Noise Levels Table 1 Inm 1MmW the predittetl interior noiu levels deudbed in section 5.0, the glazi.itt (meet lbe LocrtlaAn fbar FRhrlar NDl'9 LevN, CNFL Interior a�eE�e�ar Noise SNntlaIN LYtaRNNA a ahgmgz NINm' ftlmlYf fallowing requirements: 3.7 J<65 flealOenhl SIIgR.lairviy.0uPlex, nap. Ey 4A M -1. A. A[o k.1 Glazing Requirements: Minimum Ochve Band TWnzmhzbn Lossand STCAAting Remxniing Units 37 hsDNIbHI HosglN..root flassmoMp'X.ra I, 85 Tmmmlsslon Loss CIUIM.Ydary a5 - OWn Spxe ominalThkknas MIInhmm aalNPenw FreAuemygz) lEi is0 SOO IOW —I Ale. Fi8are 2- Nti Zones, Levels 3 through J - anx Domwr . 6nRtlm'.nm'arra, naaaaom [hens. Oao s. mnpmwns. s. M 1" dual 1"lam noted nsu ated 1"nsdatea..,h W w � ZA 9 AD :6 33 9 as s3 AP 3 Mr mnAws*aanaR. Pmmeolkes. amw[nerce moms ThethMm sson loss values'nthe table abae Wnl Nely be—,Xh Me fallow,I&lrig assembles. (! _ LI`, I,J I•j I, j' LI f L' • wn�meam orawmxmuoon sraaxgmaw oecrae Zsxeon aOsa eu sump 1 STC 301/B" I'h' 3/A"airspace-1/8"m bithc I - rS e 1 SM35.J/32"I ed 19/3J"ar 3/I6" ..IKM1c 3 STC AA: Vr IM' /2 airwace 1/8".—lithe artpb, 1/8"storm smb �vC�p�y�� ry'.�A M y1F��7(''t' ",]I� I) �� 11 l ,l}T�( l 11 ` 1 I t 1 ... �' �1 ce The Co de rtaIII that readhn shall rece ve a[oustc nwlarion beyond typrcalconstruttbn in areas H.It .e tsM1oultl bendetl hN an az.mblys lrxne antl ualzmaylmk the Wdormance of the overall system The asumbl es above Ne dos a bass d tlesgn, but regardless of © g y :' "§ 'S g •-e', 2.2 OryofXMaAW(Blet-) even p,W ronrtrucNom[headave band[ranmssonlWsd[he Wrtwlar system sek[ted murtmeet[he ZoneA r t g •%" Fi iablelNMeCryofsanb Ana General Plan shown In Section 3.l,indWlesMmthe sound level in values nTableAabe. Sim larly,[sDartnwbk[a use an alternate assembfyrowvu[t on ftm.ts the hanzm,son l ,.quremen[s.N thA the WA .... hel not be d an the bow f _el ` } n uJ exteror W.9 spares should not exceed 65 CNEL alone dSTC rat rig a portsshWld be 'tied Mrerew Me desi nceamto IndepeMentl beratoryawurtiWltertre pmw W g -Trry�- Tq°+� ra - E3 UlHornla Green Bulldin The Ulifomia Green Bug�elDestior) Ilding CotlestiDularesmaximumintenorsountl levelsfrom exerior wurces ensurecanWiance Mthgillirg—teb.] e,form. requirements. Ubshallbea member N he 1.9 _ l 111- : within... -residential occupied spates in the projec[.Interior.arid krelsare not cermitted to NVLAP Drogramfma,,retlttafion. hb repah Mall bein compliance with ASTM stantlaN E9Dantlbe t----- ---t----► erceed50,11BALeq. TM1lswoultl applYto amenities areas, leasi�offices,rehil,eh. no more than 10 years dd(from deft of submission an z afic projen). The tests snail be,,formed on he entire assembly, mduding ham. and seals. If test reports are not available for the asumbih, :, �ne0 :gyp .... .......... . 3.0 ERIERIOR NOISE ENVIRONMENT VA would requirethattheassemblybetestetl eta Milt WMintlepentlent lab acuedited lhrwgM1 NVLAP for the ASTM Ego. 3A CompNer Modeling AA EATERIOR NOISE CALCULATIONS VA has utilized sbml-term measurements at the project s te, Annual Daily TrafiC 11—for Inte— 4.1 Predided Outdoor Noise Levels -S and Ubrillo Park Onvepovded by Me Orangecounryttanzporta0on A1IWIW(OaA),and fHWAmodNinginorderto ehAdvehi[ular noiu levels at various I. -...around the Droj,a the There areo bJ., ameniryareas (i.e. coudyaN aild poop aswellaz Dudisy a[cesdble open wace. NI A site Dlan showing nearby Wise sour,,, Wn be uen in Figure 1. re sNelded from the 1-5 freeway by the pro dmixed-use buildi,M. The ete, ,d will be open to Ubrillo Park Drive. The predicted sound levels within the ea,k m areas are below CNEL 65; therefore, see Table 1 behwfor the reWded traffic Wuntsand <alwlaled GNELdImp Me property lines closest to the inMcated For Mare traffic -I, VA Ill no mlbget on Is required. SA INTERIORNONECALCUTANON mad wurces. ronditionz of eihth.g sassumed 11% I—. in trahc Wryear. This yleldsan inveau ofOA tl0 over 10 ye ars.N,eethatthenatural shleldingprordedbyexlatingparkingrt.tureswillretlucewuntl levels from l-5. S., Exterior PacedefowWdiW For he Wkul,b... DeHOrmed by VA, the exerior wall was assumed to be rondshnt with the City Council board SM1ea[M1ing on single rtutl wall wilt bettinsula[ion filling[M1ertutl [arty, an[l.fthe 22 r e gpwmb..Mo the interim 12/6/2022 vA utilised Me glazing htings(glass, frame and seals)shown In Append. 1. y � Q a r R y�5 9 Aubdezk Dp rb,Ana MatlHm Ape,1 m 0101-bkdW. Ardrl G2.20 qN,L r.. L r. L r.. L r. L •T1Y IS•. Y r'fi r' aRY �. "p ��_�■.© ..-• L +4Y Y� u — L �IIII +MY�� 'f y'F y3*£!i ��— G�®�Et�1E�_CI�■.E��C� GLL®G3��ELE�O[60E� L i-- � �IIll;l GLT �_ GE?��G3�E>�E{d�IL�E{S®OC60E1•�[E ®®rTjmnmEm E[®OC60E�C�7CE� � 'lllllll ' G��Et1E�EE�C1�0[■E�C7EE� IIIIIII� �Rn,��Ylllllllll� � G��G�E>�E{d�1_EIG■■.EI•L�7EEr'F� •. � � r� S G�®G�E+�7E{d�1_EIG■■.EI•C�EE� �•,• �� & �m GLL�L��E�_EI>51■.E�E€� 01A- � G�®G3�Et�E{d�I_EIIS■■.E�EE�EE=977�EEI»M_E' � ■—iun!1_ GII �GF�E>�7E{ 1_EIG■■.EI• ®EEL IIIMIII Efl•©EQJ■' • r. GL�®L��E�_CI>51■.E��E€fi� I�r —J —�� ,�� GE��E>�ELd�1_CIII�■.E��ED�EtP�G��CEFJ• I � GL�®G3�E>�EL�I_CIG■■.EI•�EcaEtP�E:�E�[� E�E�O• FMT7 G�®G3E�Et1EC�_CI�■.EPEE �15,774MWElm_21111.EEC' 7Eca®�E, i�LEVELS GII �GF�E>�ELI�I_Cai■.EI• E�•'. E�®0E •' •' G�®®�E�_CI>51■.E�C�.7EE�®�� C�i r rl — �MAWLOMIER ROOFG�Et�7E{d�1_CI�■.EI•L�7E®Et�GIE®! ��\:.. G��E�_EIG■..E�C�7EE�®�mpmm��ACCESSORY TO R� �0111.�111.IIIIIIIL111.111111.111.111.11:11: G�G�E>�7E{d�I_CIG■■.EI•L7E® ��E�E�[I� 0IRAGE REQUIREMENT E�E{E� I 1� • _EI�..E�� Grrj�®®15--limnmEm_EI>51■.SPACE ��'��_ �' :- ®®®�E�_EI>5■■.E�E{0131• HAULBEATUEAST250CUBIC FEET IN SIZEAND SHALL HAVE MINIMUM I��•��•��•�� _ _1 G��G3�E>�7E{d�1_EID■■.EI•L7E®' L��E�_EIG■..E�C� ♦; .. i,1111'Lllll.11lli I 1 • • I �IIII _� _ _'I � _ _ I GL�®L��E_CI>51■.E�L.7E G��Et�1E�_CI�■.E�L�7E� :. 80. FT. PROVIDED ALOWED � �� _.. 11111111111 I'll_ _ � f 'lil��i��iuiil �I,i,ii, '° �®G�E>�7E�1_EIG■■.EI_�E� GLL��L��E�_CI>51■.E��E� �I = �®�E,�.E�_EI>�■..EI_�E� I�I��L1111-1111.1111. � ryi I� I� — �� III� L�®G3E�E>�7E�_CIS�■.E� � I�Y��-- . G�®�Et�1E�_CI�■.E��CEE® �`J11 ��1I � 1111_IIII III I _ EKT7�®�INQXnEE =111111 y�l.mllllllll�l�=ti��— ,LI.7�f 1�R __ ,��II.111.11.IIIIII.IIIII.IIIII.IIII11�.1 r■��'�7R�. I��111�1.IIIIII1111111111111111111.11 •, E� i� ,�nm�l I al 'l l��_�� III _�•��•��.��•��'� �� ''� ��I��'��r �II ��'��'�� dill I � ;- .�---- 111 111 lllllll llllll � II �I III _ I _ 1. I `�irl�_��! . I`�I•�IIII_I �� 11111111 �111111' 1: ��1. 31111lll.11ll_ 111111111111111 I �,a �,jll II �� 424A SF_ 1 I •�_ ._ �I!N l 11 llll 1� "� ■ . L� -�1 ` 11111111111111®i �ANALYSIS r 11CALICS © O , Area Sc dula (TAG gmss 01tlg) LA 1 253 OCC.l3 = 85 Occupard OCCUPANT LOAD Loetl Occup OCCUPANT LOAD 05 GCC. EGRESSWIDTH REQUIRED: M x.2=17' Lerel Name TYPE TYPE Olc1 Aree (O.LE.( envy Loetl Z Sfi OCC. EGRESSWIDTH REQUIRED:BSx.2=1]' PROVIDED: 36" PROVIDED: 36" LEVELI LEASING B LEVELI MAILr➢ARCEL B B:2 1543 SF f00 64fi SF 300 16 3 19 O _m o 0 Du ¢ Q mQ 2 V� 82'> 1l3 DIAGONAL DISTANCE - LEVELI RETAIL LEVELI RETAIL M M 2144 SF 80 42408E 60 SB ]t W if ¢ F n { M:2 LEVEL LNFJWORK R-2 4659 SF NO 10] 24 TAIR STOR r / _ -SOON! I LEVEL 1 STAIR 3 S-2 184 SF NO 1 584 SF 5885� zTAIR4 O�'RETr9[-'�-�. 523E Ova_ _-21406F 54 K LEVELI GARAGE LEVEL LOBBY S-2 S-2 44— 2. BE 599 SF NO Y29 3 JAN A pIs1ANCE - -- `es 179 SF 0O1AGON L ___ 0 0 ° 32]'> 1 ._ `�v2p,••,, ,•+TRAVEL 1 LEVEL STAIR LEVEL 1 STAIR 1 LEVEL 1 STAIR 2 S-2 S-2 S-2 2525E 2. 22] SF 200 416 SF NO 2 2 3 • •,TRAVEL DISTANCE177 DISTANCE =163'F44 --- 444 LEVEL GARAGE- SECURED° S-2 7019 SF NO SO ° ♦'R �� v v v v v v 4 L6�BV , Ei - LIVEIWORK S� LEVELI JAN LEVELI STOR LEVELI TRASH S-2 S-2 S-1 179SF NO ]655F 300 5595E NO 1 3 2 3z rc8 vs TOR 599 66JF GARAGE o - ifi69 SF S� LEVELI STOR S-2 LEVELI ELEVMECH S-2 LEVELI TRASH S-2 588 SF 300 57SF 300 754 SF NO 2 1 3 Sm uW Rc°i ¢F`vo✓�+aa oVe 45799 EF TRASH �( - LEVEL 1 ELEC. S-2 614 SF 300 3 5595E OgGOv v _ A - LEVELI MPOE LEVEL 1 FIRE PUMP S1 S-2 297SF S00 197 SF NO 1 1 `. 3a0.° Nq( ► i r� \9JOr i r�.Osl . F F . F F .. F ... .I. H 4 LEASING 15438E 14 LEVELI INVERTER LEVEL 1 EIEC. S-2 B-2 338 SF 300 ]22 BF 300 2 3 VJ yO TRAVEL DISE=290' A LEVELI STOR S-2 124SF 300 1 1�NCe ` v A I x FAN ROOM �v "'�.` ILIPA SE 646 $F i ONe LEVELI FANROOM 5-2: 20 G-d-1: 25 S-2 4. SF 300 2 301 91 3 Z STOR A I 4fi9 SF \�-� to �9r RETAIL v\`� ` 1248E v ° � 1 GARAGE -SECURED° ♦:RgVE��ISTAN�EF=28�'` 4 ]019 SF A fe l.�FWH♦H1 v;O,42488F° �;ON �O TRAIN OELEC. v ELEC. 754 SF ` ]22 SF 614 SF STAN DIAGONAL S DCE ISTAN ELEV 1 STAIR24 INVERTER FIRE PUMP MPOE ,' 57SF MECH BTAIRI OCCUPANT LOAD 227SF I85 OCC, 416 BE 338 SF 197 BE 29]SF STAIRWIDTH OLOAD REQUIRED: BSx.3=25.5' 85OCC..00C. J PROVIDED STAIRWIDTH ,�-_---__---4ccxey> ' EGRESSWIDTH REQUIRED: 85 x.3= 25.5 REQUIRED: BS x 2=1T PROVIDED: dB' EGRESSWIDTH REOUIRED: 85 x.2 =17' PROVIDED: 36' PROVIDED: 36- LEVEL 1 EXITING DIAGRAM T=3— n Area SehW.W (TAG gross Nd9) LVL B OCCUPANT LOAD 0""'l 86 OCC. OCC. Loetl FdLM! Ow4p OCCUPANT LOAD 86 OCC. STAIRWIDTH REDUIRED:85x.3=25.6- STAIRWIDTH REQUIRED: 85x.3=2ESE PROVIDEO48' EGRESSWIDTH REQUIRED: 86 x.2=17' Level Nenk LEVEL GARAGE- SECURED TYPE S2 enry Nee (,.LF.) Load 00126 No 304 SF PROVIDED:"' EGRESSWIDTH REQUIRED: 85 x.2=11' PROVIDED: 36' PROVIDED : 36- _ - - - - LEVEL STAIRS LEVEL SHOP LEVEL RESTROOM CENSER LOBBY LEVEL STAIRI S2 S2 S2 12 S2 226SF NO 5145E NO 108 SF NO 1245F 200 21 SSF 200 2 3 1 1 2 STAIRS TRAVEL DISTANCE=1]4' TRAVEL DISTANCE=1I4' 226 SF STAIR4 N2 SF STOR o N EF LEVEL STAIR4 CENSER LOBBY LEVEL STOR LEVEL STOR b2 S2 S2 S2 252SF NO 1]]SF 40 W9 SF .0 2115E NO 2 1 1 1 ' STOR X 209 SF ,ba♦M`44444444444444v4 44 �F EFFF4FFEFFF4FF FFF FK: _ 's • LEVEL STOR LEVEL ELEVMECH LEVEL FAN ROOM LEVEL STOP S2 S2 S2 S2 1115E NO 100SF NO "RENO 1435E NO 1 1 3 3 STOR 2]1 3F LOBBY / A ( f - LEVEL STAIR2 S2 416 SF NO 2 iP S�/ ��9�� I I 108 SF v v d n, = I TRAVEL DISTANCE=211' CENSER STOR LEVEL STOR LEVEL STOR CENSER STOR S2 S2 b2 S2 1315E NO 6245E NO 575 SF NO 2955E 300 1 3 2 1BID SHOP 544 SF ` Jo`OON`(OrSTgNCF ° LEVEL B STOR S4 BE NO 4 (F STNS 200 SF LEVEL STOR S2 1636SF NO 3d1 ``� I Iv COMMON PATH OF 164 SF v v TRAVEL=]0' FFFFF {FF♦r� I i= 1 ELEV MECH NCE `=� 564 / `� CAFIL2SSFU I11. SF o TT'A�i \�Tw // ♦ TRAVEL DISTANCE=211' I T] 1 18F v— v v v ♦ S♦ /// v \` I651 +2� — vvov- 1 P ♦ V -j BTOR ov 4 a�a sTOP 575 SF r„- '' SHEET TITLEEXITING I]43 EF 4� a a a a a a a a a a a OCCUPANT LOAD ______ orepAU DIADDNAL DIaTANEE •►►►►► ADpEEaIO.—HDFTRAWu DIAGRAM a a a o OCCUPAM LOAD BTAIR 1 05 OCC. _____ lnoumrvu DlsioacR • 86 OCC. STAIR2 STOR STOR 2193E STAIRWIDTH OW ► III FRIMarc TpAVELDI—CE STAIRWIDTH 416 SF 1375E 624SF REQUIRED: 86 x.3=250' RE UIRED: (PROVIDED: 4g^x.3=25.5' tnR BAren wuL PROVIDED: ME _ _ L' -- EGRESSWIDTH cOI 111VII REQUIRED:59x.2=1].2" 1..1 PROVIDED: 36' COMMON PATH OF TRAVEL=14]' 2YE0�85 ,2 ]Z' LpOLpED: S826 1 //� �/'9 /Jc�o�u/x�o�rv/v/n�Tn/o/fir TpgW axrz unimwuL 1 L/V/LVLL nnnlnnnnn11111 nxEwAu j� Exrt DlscHoxDE LEVEL B EXITING DIAGRAM 1-3-1 EXITING PLAN LEGEND 1116-=T-0- G3.04 Awde:6 Downsama Ana MmHanApadme 0101-d:o— Are. Shc.d,b (TAG gre.. Ndg) LVL 3 Ocwpant Load GccUD OCCUPANT LOAD 1330CC. Level Name TYPE STAIRWIDTH OCCUPANT LOAD LEVEL POOL A-3 958F SO 12 y om _ JQ REQUIRED: 133x.3=39.9" PROVIDED'. 48' 1. GCC. LEVEL SPA A-3 14D SF 50 3 ° 3 EGRESSWIDTH STAIRWIDTH LEVEL SEATING A-3 2" SF 15 REQUIRED: 133x.3=39.9' LEVELS SEATING A-3 202 SF 15 14 IU is REQUIRED:133x.2=26.6' PROVIDED: 36" TRAVEL DISTANCE NW PROVIDED: 48" - - LEVEL SEATING A-3 3845F 15 ¢ =oi STAIRS EGRESS WIDTH LEVELS SEATING A-3 4558F 15 REQUIRED :133 x.2 = 26.6' PROM DED:35' LEVEL SEATING A-3 246 SF 15 31 17 92 SF STOR TRAVEL DISTANCE=225' I LEVEL SEATING 13 1613F 15 11 88 SF TRASH ST IR4 I LEVEL BBQ AREA A-3 4368F 15 30 19 SF SO6F LEVEL 3 POOL DECK A-3 19. SF 15 LEVEL OPEN 13 25355F 15 1. 1]0 COURTYARD -� r. AREAS { AREA] (PUBLIC) A-3: 11 469 62656E 154 SF LEVEL CLUBROOM A-3 1041 SF 15 ]D LEVELS FNNESS I 6SSSF 50 14 4 a.a a.� STOP .. .. ... ... . J„ h ik as ... . . ... .... ... ♦ aa♦ fi05F LEVEL3 RESTROOM A-3 35DSF 0 : A-33LEVELS 84 po i 3 z rc 8 Q� till,LEVEL3 AREA4 R-2 5203 SF 20U LEVEL AREAS R-2 62655F 2. 27 32 �F Lr° a AREAO AREA6 APEAB STOR 69]5 SF fi4805F TRAVELDISTANCE=63' A. AREA6 R-2 6975 SF 2W 35 a w$Sm Yoh 1 949 SF ♦� LEVEL AREA] R-2 ]541 SF 200 38 52W SF I I • LEVEL 3 AREAS R-2 fi460 SF 20D LEVEL 3 AREA 1 R-2 6149 SF 20D 33 31 ¢F-`vo✓°+aa EATIN 4pPEN COURTVARO LEVEL AREA R-2 5537 SF 20D 28 OCCUPANT LOAD �'A5F ♦ PU! BLIC1 ♦ Lk. a POOLDEC 1]O OCC. LEVELS AREAS R-2 78. SF 2W 40 ,"„,„n....„m ♦1aaM.... R q 25355E ECRESSWIDTH / - SEATING ♦ 43g 19935E REQUIRED S REQUIRED: 17o x.3=51" LEVELS STAIR R2 288SF 200 LEVEL STAIR R-2 925E 200 2 1 I 1 S TI EATIN I. �aaa� 455 SF Fk� '♦ �� PROVIDED: 13'-W \ - \ P00 �%1Gp♦ ' n ♦ STOR �\ N94O/ 00 36I55 STCF'a2A— LEVELS STAIR4 R-2 1921F 200 LEVELS STAIRI R-2 92 SF 200 LEVELS CORRIDOR R-2 948SF 2. R-213 1 1 5 2]4 3 Z \N= ILU STOR 1 �♦ 28SF 104145E �`D,G , S9SF 6451 ` ♦ ♦ LEVEL STOR S-2 SSF S. LEVEL 3 STOR S S3 LEVEL 3 TRASH S-2 WSF 3W 4 1 1 OW a a a a a a a♦s a ♦FITNESS O/ST, • LEVEL 3 TOR S-2 41 SF 300 LEVEL3 285E 1 1 41 SF AREA AREA ♦♦ ♦ TRAVEL DISTANCE=W, i . • a a a a STOR 8-2 3001 $ LEVELS STOR S�2 381 SF 300 2 Q4 1 STAIR 2 z ]63 553 ] SF F / RESTR00 I LEVEL 3 STOR S-2 60 SF 3001 LEVELS STOR 8-2 ]B BF 3001 12665E 3505E LEVEL TRASH S-2 54 SF S. 1 1 TRASH STOR STOR STAIR OCCUPANT LOAD CORRIDOR 54 SF 43 SF ]fi SF y2 SF 1340CC. LEVEL STOR S-2 435F 3. S2: ID 1 14 OCCUPAMLOAD gg03F STAIR WIDTI C." fNel: 3] 838 1330CC. REQUIRED:1 S4 x.3=40.2' STAIRWIDTH DIAGONAL DISTANCE=9T41' PROVIDED: 48, - - - - - - - - - (50%Co CCUP PRIVATE) •3]3+85 REQUIRED: 6)' x.3=39.9" OCCUPANT LOAD _ _ _ _TRAVEL DISTANCE=1ST_ _ _ EGRESS WIDTH (50%COURTYARDPRIVATE) 134GCC. REQUIRED: TUTALEANT PROVIDED =4 4ccv xney� 36'x.2=28.8' EGRESS WIDTH STAIRWIDTH TRAVEL DISTANCE=158' POOL AREA-A3 PROVIDED:38" EGRESPROVIWII REQUIRED: 133x.2=26.6' REQUIRED: I 150CC. POOIJSPA OOCCUPAM LOAD PER STAIR •46&4 •115 1OP''U1�0 M.3=40.2' PROVIDED: 36" PROVIDED: 41F 1330CC. POOL DECK 300CC. BBQ AREA TOTAL OCCUPANTS(OUTMOR)•3]9 EGRESS WIDTH TOTAL: 178 0CC. REOADE0:134x.2=28.8' EGRESS WIDTH PROVIDE0:36" LEVEL 3 EXITING DIAGRAM 2 REOUIRE0:1]8x.2=35.6' PROVIDED: 38" 1'=30'-M Are. SDN.d091TAG gra.. Ntlg) LVL 2 OCCUPAM LOAD 760CC. Ox a.t Load-1 STAIRWIDTH OCC. Factor ..cy REQUIRED:]6x.3=22.8" PROVIDED: 48" Level Name TYPE AND,(O.LF.) Load OCCUPANT LOAD ]6 OCC. EGRESSWIDTH LEVEL2 UVEANORK R-2 240 SF 200 13 STAIRWIDTH TRAVELDISTANCE=159' RED IRED:]6x.2=15.2" R-2:1 13 REQUIRED :]6 x.3=22S' PROVIDED: 48" COMMON PATH OF TRAVEL=89' PROVIDED: S6' LEVEL GARAGE- S-2 5288] 20D SECURED SF 2fi5 EGRESS WIDTH TRAVEL DISTANCE =1]5' LEVEL STAIR4 S-2 440 SF 20U 3 REGUIRED:]6 x.2=15.2' PROVIDED:3V TRAVELDISTANCE=104' LEVEL STAIR S-2 815F 20D LEVEL STAIR 8-2 416 SF 200 1 3 STAIRS ,-� LEVEL STAIRS S-2 53 SF 20D 1 13 SF / STAIR4 � 4dOS ,,�� h I LEVEL LOBBY S-2 -SF 20D LEVEL STOR S2 571 SF 300 LEVEL 2 STOR S-2 .1 SF S. 1 2 4 LEVEL2 JAN S-2 1SF 30D 1 T/ LEVEL STOR S-2 684SF 300 3 GA__UB METER ��2v 434 SF v v v v v v v v LEVEL WATER S-2 207SF 30D HEAT 1 Z `a aai�a aaaaaaaaaa ... ... ... t, .LOBBY . . LEVEL2 STOP S-2 393SF 30D 2 1 rL LEVEL STOR S-2 245SF S. LEVEL2 STOR S-2 281 SF 30D 1 1 1 LS �� v I�L1�^� III v v 1505Fv L ` STOR LIVE K LEVEL GAS S.2 4. SF 30U LEVEL STOR S-2 124SF 30D LEVEL2 STOR 8-2 155 SF 30D 2 1 1 1 1, 8t1L5 42qg 5DR LEVEL STOR S-2 601 SF 30D 3 1 LJLJv v � v LEVEL GAS SOB S-2 434 SF 3. 2 56pR 6SF ISTAMETER TRAVEL DNCE=124' LEVEL STOR S2 244 SF 300 1 SF v �0 4 1 ♦ of o0000000000` o.c% I L—L2 STOR S4 3015F 300 5-2:21 Grand bbl: 22 2 3D1 314 _ LT 6A AGE-6ECU°RED Op�� 110 v` 5280]SF I"x((O �\� � ♦ o II — STOP O� 3�h�, \ SF 124 A,\� v v ♦ vM( 'SN ♦ ST. F.� 41 S a aaaaaaaa a.aa { ;SJ, — snLEr nr1E. vcns EXITING 492 s I -- OCCUPANT Loco ______ oWRALL DIAaoN4L DIST>aKE � ACOESSIeLE FATH OF TRAWL • DIAGRAM 1 JAN STAIRI 760CC. WATER HEATER STAIRWIDTH SORS16 _ _ _ _ _ ,.,DlAaouxLDlsrMCE • FRlrnomi6AVELDIsiorcE 1 -- SF 91 STOP _TOR STOR 207_F ]]SF 81 SF PEQUIDRED: ]6x.3=22.8" SF 418 BF 281 SF PROVIDED: 48" 393 _F 2d5 BF 301 SF ----- ---- taR aAren wuL L OCCUPANT LOAD ]6000. STAIR WIDTH OVIDED: Council 22 — 27 TRAVEL DISTANCE=158' a9B6x,mwuL 12/6/2"922 REQUIRED: ]8 x.3=22.8' PROVIDE0:48' °°n1n°°nmIILL n.EwAu Exrt DlscHoBSE EETI EGRESS W IDTH REQUIRED: ]6x.2=,5.2" PROVIDED: 3fi' LEVEL 2 EXITING DIAGRAM L=30'-D" 1 EXITING PLAN LEGEND EX_ I .G3.05 A.bdeaL°wallSeN. Me Median ADatvev6220101- diav_M*.M Area Sch..I. (TAG arose bWg) LVL 5 ouupem OCCUPANTLOAD OCCUPANT LOAD ]50CC. OCC. LDetl Faclar Occupanq ]S MC. STAIRWIDTH STAIRWIDTH Level Neme TYPE Area (O.LF.) Loatl Z R RED UIRED:]5 x.3=22.5 REQUIRED:]Sx 3=22.5' LEVELS AREA R-2 52835E 200 27 y pu PROVIDED: 48' PROVIDE,: 48' LEVELS AREAS R-2 6265 SF NO 32 °a Q EGRESS WIDTH ]5 x.2=15' EGRESS WIDTH REQUIRED: ]5 x.2=15' LEVELS AREA6 R-2 075 SF NO 35 ma 3 u Va PROVIDED: PROVIDED SF TRAVEL DISTANCE=208' PROVIDE,: 3fi' LEVELS AREA] R-2 7541 SF 38 W i� a - - _ � LEVELS AREAS R-2 NO 8230 SF NO 33 =oz LEVELS AREg1 R-2 82305E 200 42 STAIR LEVELS AREA R-2 6478 SF NO 33 92SF STOR TRAVEL DISTANCE=225' LEVELS AREAS R-2 70365E NO 40 88 SF ST.- LEVELS STAIR2 R-2 288 SF NO 2 192 SF _ LEVELS STAIRS R-2 92SF NO 1 S LEVELS STAIR4 R-2 LEVELS STAIR R-2 1925E NO 92SF NO 1 1 `` AR 62655E yy 541 SF fT- ] R-2: 12 LEVELS STOR S2 LEVELS STOR S2 949SF 300 %SF 300 NE 4 1 • � LEVELS TRASH S2 SO SF NO 1 m o g 4aaa as a�.a aa• H�HHx HH H�♦HH�HHx HH HH�• LEVELS STORA S2 GE 418F 300 1 3w z- `„ LEVELS IDF S2 2BSF NO 1 pig • AREA6 AREAS LEVELS STOR S2 391 SF 300 2 " iWsm AREA4 STOR ` �♦ —1 SF 6a895F LEVELS STORA S2 BD SF 300 1 gn 5283 SF l� 949 SF \2' GE LEVELS STORA S2 ]b SF 300 1 a�e•�pz ¢Fvo✓+aa TRASH STOMGE GE LEVELS TRASH S2 54 SF NO 1 0`, 50 SF �\ 80 SF LEVELS STORA S2 GE 73SF 300 1 OTRAVEL i63L DISTANCE=66' Grentlolel: 22 299 II ♦a STOR 9 gNCF�\ \\ N \� LY I OF 1 285E • a a s a a AREA1 STORAGE ♦ ••••• .♦ 35F $2305F 7 � ` A ISTORAGE ``•A a4 I 415E AREAS AREA2 HHY'�\ ♦ TRAVEL DICE STAN =BO' MIR2 7836 SF •♦` 64785E TS N 1266SF I 92 BF OCCUPANT LOAD 75 OCC. 1 TRASH 54 SF STORAGE 76 SF OCCUPANT LOAD 75 OCC. STAIRWIDTH HORIZONTAL EXIT STAIRWIDTH REQUIRED:76 x.3=22.5' STAND PIPES WITH IN 109' OF REQUIRED :]5 x.3=22.5" PROVIDED : d8- -�� EACH SIDE PER PROVIDED: 48" EGRESSWIDTH -- _CBC SECTION 905.4 EXCEPTION —EGRESS WIDTH REQUIRED: 76 x.2=15" TRAVEL DISTANCE=10T TRAVEL DISTANCE 209 REQUIRED: 75 x.2 = IF PROVIDED: 36' PROVIDED:3S q pU1�? LEVEL 5 EXITING DIAGRAM 2 Area SB 11.(TAG gross bHg) LVL4 OCCUPANT LOAD OCCUPANT LOAD ]E OCC OCC. Ompsni Loaf FBI OCEupIB, ]BOCC. STAIRWIDTH STAIRWIDTH L.evN Name TYPE Area (O.L.F.) LDetl REQUIRED:]8 x.3 = 2S4" PROVIDED: 48' REQUIRED:TB x.3 =23A' PROVIDED: 40" LEVEL4 YOGA A 341 SF 15 23 EGRESS WIDTH EGRESSWIDTH _.1 2S REQUIRED:]8x.2=15.V PROVIDED: N' TRAVEL DISTANCE=WW -- REQUIREO:]8x.2=15.6' PROVIDED: 36' LEVEL4 AREA 12 LEVEL4 AREA R-2 LEVEL4 AREA R-2 52835F .0 6265 SF 200 W75SF 200 27 32 35 LEVEL4 AREA] R-2 ]541 SF.0 30 6TAIR3 LEVEL4 AREAS R-2 84808F 200 33 92SF STOR TRAVEL DISTANCE=225 LEVEL4 AREA R-2 60086F .0 31 88SF 7/ STAIR4 LEVEL4 AREA2 R-2 6478SF 40 33 192 SF _ LEVEL4 AREA R-2 LEVEL4 STAIR2 R-2 LEVEED STAIR3 R-2 7836 SF 200 266SF 200 92SF 200 40 2 I t AREAS AREA? LEVEL4 STAIR4 R-2 LEVEL4 STAIR R-2 192 SF NO 92SF 200 , 1 62655E R-212 274 • ` LEVEL4 STOR S2 LEVEL4 STOR S2 949SF 0 BB SF .0 4 1 •.aaa as iNa �� LEVEL4 TRASH S-2 50 SF NO 1 `` • LEVEL4 STOP S2 41SF 300 1 AREAfi AREAS LEVEL4 OFS2 28SF 300 1 BID AREA4 STOR •♦ ` 69755E I 64805F LEVEL4 STOR S2 LEVEL4 STOR S2 391 SF NO 60 SF 300 2 1 �,♦ - LEVEED STOR S-] 768F 300 1 `5285 F LEVEL4 TRASH S2 54 SF .0 1 TRASH 3j `\ g� 50 SF STOR SO SF LEVEL4 STOR S2 LEVEL4 MECH. S2 73SF 300 2855E 300 1 1 — CI \`"9(O/ �II TRAVEi DISTANCE=]T G—iotel: 24 I iAETH 2♦� � BSF3SHEET jI 31TLE AREAS AREA2 — tip •S TRAVEL DISTANCE = 00' EXITING 78365E 64]8 SF YOGA T6 AIR1 �� ovFrsnu oucauL OlsTulc[ ►►►►► ncc[ssBL[vnTnaTwnWL DIAGRAM - 341SF 926E lOCCUPA► ► ► MIM TAnvF1D—CE ]80CC. F ]86F OCCUPANT LOAD B OCC. tnR aAren wuL STAIRWIDTH HORIZONTAL EXIT1. STAIRWIDTH REQUIRED:], x.3=254" _ 101Y OF L PROVIDED:48' EGRESS WIDTH EGRESREQU 1T n City Council _ _ _ R IDED: 48' _ _CBC SECTION 90,4 EXCEPTION _ SSJ011D R &S' /� /� /� /� /1 /1 axrz xn,mwuL 1 //6/yoL 2 ED:]Bx.2=ISW PROVIDED: 36" TRAVEL DISTANCE=10T TRAVEL OI6TANCE 209' RED:]' PROVIDED: 36' nnnlnnnnnl1111 naEwqu 1 L V LVLL jp� Exrt DIBCHatDE LEVEL 4 EXITING DIAGRAM EXITING PLAN LEGEND 1"=30•-B" 1 1N6 .G3.06 Au 1, Dwall6eme- McEban ApsHmenY220141.Ma4ban_MBM Area Schedule (TAG grins bkg) LVL 7 B occupam OCCUPANT LOAD OCCUPANT LOAD OCC. LOM .Occupant Level Name TYPE .Area Feclar LOatl 68 OCC. 68 124(LOUNGE FIXED SEATING) OCC =92 OCC. LEVEL] SOUTH B 49 STAIRWIDTH REQUIRED. 88 x.3=20A• STAIRWIDTH REQUIRED: 92 x.3=27.6' TERRACE LEVEL] NORTH B IPROVIDED:48' PROVIDED: 48" TERRACE WIDTH EGRESS WIDTH 8:2 RE IR REQUIRED: 88 x.2=13.6' PROVIDED:35' REQUIRED :3 x.2=18.4' _ � - PROVIDED:38" Grand toial:2 STAIR LEVEL] AREA4 R-2 5283 IF no 27 TRAVEL DISTANCE=2G8' 192SF LEVEL] AREAS R-2 6265 IF NO 32 LEVEL] AREAS R-2 6975IF.0 35 STAIRS -- -- I - -TRAVELDIETANCE=225' LEVEL] AREA] R-2 7541 IF no 38 LEVEL] AREAS R-2 52AO IF NO 27 92F LEVEL] AREAS R-2 7836IF.0 40 TRAVELDISTANCE=63' LEVEL] AREA2 R-2 6478 IF 200 33 LEVEL] AREA R-2 4702 OF.0 24 AREAS AREA7 NORTH TERRACE LEVEL 7 STAIR4 R-2 INSF 200 1 AREA 4 � � fi265 IF ]541 SF 464 DECK AREA LEVEL] STAIRS R-2 92 IF 2(10 1 52833E �' ♦ �e ��e��e��e�� vi.. W /FIXED SEATING �e� ♦N ^:... 310CC LEVEL] STAIR2 R-2 266 SF 200 2 V AREAS LEVEL] STAIR R-2 92 IF 200 1 1 1 - - ` ♦ DRAG ` 949 SF A. 1 5240 IF NORTH TER CE cN - 464SF 12 261 LEVEL ] STORAGE S2 849 SF NO 4 T H 0�� TRAVEL DISTANCE =72' � (( S1 0 52:7 11 1 w♦•• �OjsT� ��4ryCF` OVERALL DIAGONAL DISTANCE =76' GreM Intel: 18 272 SF �-\\ 1SH ISTAIR2 2E8 IF AREA 2 ` - \ SHEATHING = - - ATHCKAREAW/CC �{ TOTAL OCCUPANTS • 440 fi4]6 IF ♦ ♦ STO�R .E \ a I�� REQUIRED EXIT WIDTH: T WIDTH TOTALEXITREOUIRR =2 1 ♦ ]38F, y3 • • • H • • T ' V • 1112V2=224' ♦ OU H B CR i . PROVIDED 66" OCCUPANT LOAD PER STNR=111 I • .' .... .. ... 7 4702-SE. y♦• 21186'gr `E I= SF S' TRAVELDISTANCE=59 OF 28 EF • • • • I —• - _ ` STORAGE AREA ♦♦� STAIR( 1415E 78363E RASH I 92 IF OCCUPANT LOAD fi8 OCC. 1 653E 51 OCCUPANT LOAD 1 I S(LOUNGE FIXED BEATIEATO NG) OCC =11] OCC. STAIR WIDTH - - - - — STAIR WIDTH REQUIREDA17x.3=35.1' REQUIRED: 68. PROVIDED: 48" _ _ _ _ _ _ _ _ _ _ _ PROVIDED: 48" EGRESS WIDTH REQUIRED: 68x.2=11o' TRAVEL DISTANCE =10T TRAVEL DISTANCE MW HORIZONTAL EXIT EGRESS WIDTH STAND PIPES WITH IN 100' OF REQUIRED: 117 x.2=23.4' PROVIDED:38" EACH SIDE PER PROVIDED: 36" CBC SECTION W5.4 EXCEPTION OCCUPANT LOAD 76 0C 76 OCC. STAIRWIDTH REQUIRED:76x.3=22.0" STAIRWIDTH REQUIRED:7fix.3=22.8" PROVIDED: 41 PROVIDED: 48' EGRESS WIDTH EGRESS WIDTH REQUIRED. 76 x.2 = IEr REQUIRED: ]fix 2 15.2- PROVIDED: 36' PROVIDED: 3W TRAVEL DISTANCE = 208' STAIRS Z 92 SF BTOR TRAVEL DISTANCE=225' NSF STAIR 4 1925F RE- AA AREA 5 7541 SF I♦ I �. ♦ � 5265 BF �' _ , `,` \ '♦ 6R_ l PEA_ AREA4 IN, IF MR ♦• 69755F 6480 SF III \ 3 �� ` OyE TRASH STORAGE B" 1 ♦ 1 41F ♦ ♦ STO 1 OF 28 SF STORAGE AREA2 1 TS . AREAS 6478 IF 12863E ]8365F ♦� OCCUPANT LOAD 1 --- TRASH 76 OCC. 50 SF STAIRWIDTH REQUIRED:]6x.3=22S'— PROVIDED: 4B' 1y y� TH REQURED:EGRESSWIO6 x.2=15.2- City Council TRAVELDISTANCE=107' PROVIDED: SEE R)SF WSF 7 TRAVEL DISTANCE R II � R 1 AREA 1 8812 SF ♦.M1 ,, ,\\ ;y TRAVEL DI STANCE =80' STAIR 1 92 IF STORAGE 71 IF OCCUPANT LOAD 1760CC. HORIZONTAL EXIT STAND PIPES WITH IN 109 OF 1 STAIRWIDTH CBC SECTION 9U50 EXCEPTION S OYOTH/ Q TRAVEL DISTANCE 209' PROVIDED'. 3fi' Ares Schedule (TAG gross Ndg) LVL 6 G.Mt I:22 LEVEL 6 EXITING DIAGRAM 302 Area Legend ® AREA 1 8 z ® AREA 2 Q ®AREA3 ®AREA4 AREA 5 0 AREA 6 ® AREA 7 ® AREA 8 ©IDF ,tio s ;V z NORTH TERRACE _ SOUTH TERRACE4 �STAIR1 oQp=4= a F ao✓',aa STAIR 2 STAIR 3 vJ STAIR 4 3 STORAGE Z TRASH p a4 ►,►►, EXITING —' DWRA�L DIADDN4L DIBT4NEE • DEaalaLE OATfi DFTRAWL DIAGRAM —___— tnoumuuolSTlweE • ► ► ► POI a T6 ELDISTu10E t nR aAren wuL . D D D L R mwuL 12/6/2"922 1111111111111111111111 rtaEwALL j� E DISCH N EXITING PLAN LEGEND G3.07 ADN4eaM OwallBeNe Pne Nedaan Apatmen0Y10101-IAetlian Ndi.M ®I I FIRE TRUCK _ t STAGING AREA 21 D 'I LECTPw EoL I TRANSFORMER I STAIRCASE ON A SEPARATE PERMIT citycouocil 221— 30 � I I I I SITE PLAN P0-11. z y o QEPExCE crviLnrvo uxoscnPE ¢ � V� UMFMSFOR SrtEwORR Ntwo:rvG ¢ Fn9 —K.— ENT— WxICx nuRsulocuRe Rue Ps. swuLeEsioaL[. FIRM. sUPR[slsiuli. WALKS Ru4Pso S GENERAL NOTES 3°O �' p8 sz <� SITE ACCESSIBILITY NOTES ate. 3 w x�� aaR�PEwTE—NP..PPrt P E—LTPP.—NT Z KEY NOTES 0 0 IYMBOL DESCRIPTION 1 STREET CURB -SEE CIVIL PLAN 2 NEW CURB CUT FOR DRIVEWAY ENTRY SEE CIVIL PLAINS Q4 3 WATER METERISI- SEE CIVIL PLANS AND PLUMBING PLANS 4 GAS METER- SEE PLUMBING PLANS 5 ELECTRICALSWITCHGEARSEEELECTRICAL DWG'S., PROVIDE 4' HIGH CONC. PAD WHEN LOCATED @ EXTERIOR OF BUILDING. 6 TRANSFORMERIELECTRICAL VAULT -SEE ELECTRICALPLANS T DETECTORCHECKIFDC. PROVIDE, coNIIIITTI BUILDING RISER -SEE CIVIL PLANS 9 BACKFLOW PREVENTOR(S)- SEE CIVIL PLANS 10 SEWER LINE- SEE PLUMBING PLANS 11 IRRIGATION METER 12 -RE STANDPIPE(CLA551)LOCATION - SEE FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) 1S ELEVATOR WITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3W2.4. PROVIDE 90 MINUTE FIRE RATED DOOR. PROVIDE STAR OF LIFE SIGNAGE. 14 DRAINAGE DEVICE- SEE CIVIL AND PLUMBING PLWS 15 EXISTING FIRE HYDRANT - SEE CIVIL PLANS 16 PROPOSED NEW FIRE HYDRANT -SEE CIVIL PLANE 11 ELECTRICAL PANEL 15 TELEPHONE TERMINAL BACKBOARD HIGH CMU WALL WITH STUCCO FINISH, MEASURE FROM FINISHEDGRADE. REPAIRANY DAMAGE WHERE OCCURS. 46 FIRELANE- NO PARKING FIRE LANE MARK ON CURB EET nTLE. 49 HOSE BIBB-SEE PLUMBING PLANS 1. SEE CIVIL PLANS FOR GRADING INFORMATION SITE PLAN 2. SEE LANDSCAPE PLANS FOR LANDSCAPE INFORMATION. SITE PLAN LEGEND I AMA.,LD�I,SeueMCMeEbmApatmen6229,9,-Eb4ian A�.M 0 1------- DRExro 1 A1.00 GENERALNOTES I b I I II —---4--1 --------- _— 7 II------_---_L— I KEY NOTES O I 10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS MATCH LINE WHEREROOMEIUNGFRAMINGELEMENTSARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OFSUCH CONSTFRAMINGANDERUCT ON.BTHEF LEMENT ABOVE MENTIONEDR6D/2GAkM PA WING SHAL �,tATazs �INE ALSO BE 1-HOURC INI INIMUM PROVIDE ASW CLIPS AT I0'4' O.C. VERTICALLY I F{ 18 BETWEEN WOOD FRAMING AND"H-STUDS FOR WALLS UPTO nWHIGMINW FOR WALLS UP TO 4''YHIGH SPAKIRR)T4D@IMNIR BLMMeUM5IDL" E VERTU-1-YBETWEENWOODFRAMINGAND-H' STUDS,TYP. M4��TTOM OF ROOF HEATHING ..��..-.. ....... ............ ,........ ry T LR e1:1, E — — .uW R I I I 11 I ER r�RL l ;E. aaroR � s, IF i l sa N IT B 1�--I-- I --I-- —I — --I —-- I---- I I--— I-- I I I I I I I I I _� J I I I I I I I I I I I I I I I 2271�- 3 LEVEL B w.pA FINISH FLOORELEVATION = SPOT ELEVATION AT SLOPED FLOOR [� SURFACE MOUNTED FIRE E—GUISHER — CABINET. REFER TO DETAILS XX SHEET A-X. - -c RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS SHEETA-%.XX — = SYMBOL DESCRIPTION DETAIL — CONCRETE WALL — ® CMU WALL SH ® SHR. RATED WALL ARTY WALL FI 1MA— LI ® 2HR.RATEDSHAFTWALL 7/AT.31 1 HR. RATED CORRIDOR WALL I 3/AT.31 INTERIOR WALLW/WOODSTUDWIONE LAYER GYP. BD. ON EACH SIDE )R PLAN =L B '.00 AubtleaM OwallSewe Pne Metlban Apatmen0Y10101-IAetlian Ndi.M GENERALNOTES y � �Q a w =9 = a z. �o s z <i -I '--I < KEY NOTES O - — - — - - — - - — - — — - — - - - — - I - - - - - — - — - - - - L L - — - A DESCRIPTION D.0 -r- SYMBOL ELEVATOR-PROVI EFIRE RATED DOOR VJ II TTJ ' ITp I� Nil 1.�a �� CIIIIIxxM - - _ _ mmm��lllllllll �1 .—E PERMIT ail • ,i • '� 1�I�Ilo E 1 '= WITH THE STRETCHER REQUIREMENTS OF p BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) Z FUTURE STANDPIPE(CIASS II LOCATION -SEE NFPA --—�---- �, 2 13 FIRE SPRINKLER SYSTEM DWG'S.(DEFERRED _ SUBMITTAL) p 3 LINE OF CANOPY ABOVE �- - 1--- B 4 LINE OF SOFFIT ABOVE a ds Rd +s Ra sz m Rcs a- �sos J`r a FIRE EXTINGUISHER-SEENOTE M.20N SHEET GN-1 4 5 AND SPE. a RiJ a 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT L B TRASH CHUTE C' ] ELECTRICAI/TELEPHONE 0 METALRAILINGBYSTEW-A.F.F. MIN. ni I ++ I�xITossv 9 _I TRASH CHUTES -PROVIDE 90MIN. s DOORS AND FIRE emmexnu oz I `j II SPRINKLERS RB I mn I 10 DRAFTIFIRESTOP: ONEWYERSIO"TYPE'X' GYPSUM BOARD _ m _ FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT"6wmr 11 MAX. SPACING. FIRE BLOCK MATERIAL a�24 J i s x a 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS 11 FIBER OR 0 HERAPPROVED NON -RIGID MATERIALS. (2019 CSC SECTION 710.2) r m I� GYPS UM CONCRETE OVER STRUCTURAL PANEL a °4 — z _ _ I SUB FLOOR STRUCTURAL PANEL FLOOR DECK PER ,m �I 13 STRUCTURAL R T I R I I R s R az 'E s R ♦as +s 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx 15 FRAMING PER STRUCTURAL DRAWINGS - F® S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL 16 AXX R- Rr+° ax�R - -a5� i MATCXZLINE WHEREROOFICEILINGFRAMINGELEMENTSARE r-Je Rros Rr.a� Rr- Rr-aa Rr R>I.s Rr-ar Rr.a Rrds Riao R 51 Risx RiaJ xs.°v. R °, - ] omce PERPENDICULAR TO THE WALL. THE ENTIRESPAN OF S.CN R.OFI LING FRAMING SHALL BE OF _L__ �L _L]'_ 1-HOUR FIRE -RESISTIVE CC/OOyNSS�1TNDELEMENIS [RJ1Uj�jC{TTION. THE O i xjrzsrvE ATC ALSOE 1-H RCDORSRMCTICNMIRAMIMG SHALL PROVIDE ASW CLIPS AT 10'-0.O.C. VERTICALLY BETof r w WALLS UPT,O PId)CRGRAINVJ FOR WALLOODFRA S S UP TO ✓,., T 10 44'-0"HIGH SP,HRAHR)T4D618Nl4 BLBMBUp6'IDLgNg H VERTICALLY BETWEEN WOOD FRAMING AND 'HP r x a J a o e a x a 3 I I E STDS, TYP. IAS��TTOM OF ROOF i HEATHING IRE RETPRDANTTREATED PLYWOOD -REFER TO _ s UGT ORA GEPOINT!$16@IWSIT61OUS SEAM, TYP BOTH m Iz.is �x — _ — - K DHERE RDOFI -� - - - — - L X THE ENTIRE SPAN OF SUCH R FEILING ING BHA L�TF'FRWTIFI' CM, REFER TO a ° �T-10 a _ RE-RESISTIV �hY1EkRAMING J I sx AND ELEMENT memoexruu I I i ` I R I p � I � I I HE ABOVEM��.�� _ 1. SHALLALSOB ONSTRUCTION MIN. ' FINISH FLOOR BID ELEVATION ® L A SPOT ELEVATION AT SLOPED 12 OOR R m R iI F SURFACE MOUNTED FIRE EXTINGUISHER — L� CABINET. REFER TO DETAILS XX SHEET A-X.XX - _ RECESSED FIRE EXTINGUISHER CABINET N REFER TO DETAILS % SHEET A-%.XX TJ SYMBOL DESCRIPTION DETAIL Ju CONCRETE WALL — — w.re iosz w v t o'TRANSFRMERH__1_ �_____ 0_�I ® ® CMU WALL SHEET »TlE'. FLOOR PLAN 3HR. RATED WALLIPARTY WALL 14IA7.31 LEVEL E a ® 2 HR. RATED SHAFT WALL 7/A]31 10IA7.31 6 7 8 9 2 1 3 1 12 13 14 14.4 16 16 17 - 1HR. RATED CORRIDOR WALL 3IA7.31 INTERIOR LEVEL 1 LAYER GYP. DL ON EACH SIDE WI ONE sHEE n B =,-0 I A2.01 AMmm:w Downs°m°AnxMmHanAo°H�uzzo,ovM,a;o� am.m GENERALNOTES y � �Q a w =9 = a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14.4 15 16 17 o s „] KEY NOTES O SYMBOL DESCRIPTION D-1 iy�I III 1 1I III I�� ELEVATOR -PROVIDE 90 MINI FIRE RATED DOOR. WITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3W2.4.IROVI EST POWER(UNUER SEPARATE PERMIT)ANDBY Z FUTURE STANCPIPE(CIASB I) LOCATION -SEE HERA N u As 2 13 FIRETAL( ry NKLER SYSTEM DWG'S.(DEFERRED WO OPY ABOVE 4 LINE OF SOFFIT ABOVE a ao a sa z a ss w z s 1111 1121 Ill a-'s v a W w as s >F 5 AND SPECB.UISHER-SEE NOTE M.20N SHEET GN-1 4 ae,OF s3lsr i e 2-HR. RATED SHAFT -PROVIDE FIRE SPRINKLER AT a —�-- — C HCHTE ] ETLECTRIC UPL?ELEPHONE Ir 8 METALRAILINGSYSTEM-42'A.F.F. MIN. B DO TRASH CHUTES- PROVIDE N MIN. ORS AND FIRE SPRINKLERS a M r 10 G�UIFIRBOEP: ONE LAYER 5,8- TYPE -X' no, s J u.H ARD FIRE BLOCK BOTH VERTICAL AND HORIZONTAL AT esw j MAX. SPACING, FIRE BLOCK MATERIAL — — — — — — — SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS 11 - _e - lr -w FIBER OROTHER APPROVED NON -RIGID a'Ps J `/1 MATERIALS.(2019 CBC SECTION 718.2) �s L a° l a sz l a sal a T s, a- sz R 5 1 I s l �l GYPSUM CONCRETE OVER STRUCTURAL PANEL P \1 I/X 12 BOB FLOOR \ r m r 13 SURD CNH PAHI FLOOR DECK PER S RUC UH ° a s a x \ % AEk c az a ae a a a.ba as 14 WALL PENETRATION. SEE DETAILS ON SHEETS I 15 FRAMINGPERSTRUCTURALDRAWINGS F 1HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL O3 N I II \\ i s. a I L 18 AXX L -----J 0 \ I ,zesF a-,ss a -,se a-,sz a-,sa a -,vs a-,sa a-Iw a,12 a -Is, a- 4 ass se, sF MATCH 11NE WHERE ROOFICEILING FRAMING ELEMENTS ARE ,so a-Iav --- a,es L a sve R-T� G $ MATCH LINE — --- \ i rT y y 1 —T �' —O — OFSUCPERPENDICULAR ROORICTOITHE WALLNTHE ENTIRE SPPN — — — — — FFF — ••• — — — — — — — — — L — OF SUCH R FIRE -RESISTIVE FRAM( RUCTION BTHE }��+ ______ ♦ ��Y�� _______rt_____ 1] 1-HOUR FIRE-RESISTNE CONSTRUCTION. THE \ I I FRAMING AND ELEMENTS ((IITHAT ppSUPPORT THE M LINE I ' ABOVE ME TIIURCDdNSIRUCObFhANMINNIG SHALL ¢ I \ I YA �XxLINE PROVIDEASWCLIPSAT1Y-0" O.C.VERTICALLY EEN ING AND H - STUDS \ ' — w ass— WALLS UPTO PROO@O D MOXAIYW. FOR WALLS FOR TO N — _ — _ _ _ _ — } _ _ _ — _ _ — _ _ _ H 18 VERTICALLY BETWEEN WOOD AND Lam$ ---- ----- I \ Irt I \a1re DS, TYP.MB��1TOM OF ROOF H 11 \ xs,�M asps T—R-1 I a x,o ensax ��i i''I0 x SREACING YE.1 TREATEDPLYWOUDMAIN-REF POOR 11 .NA GE POINT OBHf®QN620US SEAM, TVP BOTH R111 .111 1111 Illl a.l,s , —� ERE ENDOOFI A ATIE CU + --- -J- -- -- __ - - - '-a - -----a=- - - - -- L S�1 of/CE LIIJG L a \ THE ENTIRE Fh STEM( REFER TO IIRE-RESISTIV ]TH@IFILUIING L J Levwehrz I AND ELEMENT pE 5pBW1fLER 5 TH SH �L ALSOB�' ONSTRFKUC'LITION MIF�N'NO ' J T�� I s l s l a L FINISHFLOOR ELEVATION M --- -- 7_7 SPOT ELEVATION AT SLOPED 5 a eF ,iirtxen* ILOOR 4- SURFACE MOUNTED FIRE E NGUISHER — a I CABINET. REFER TO DETAILS XX SHEET A-X.- -_ 10 RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS X SHEET A-XD NJ .XX — �•y SYMBOL DESCRIPTION DETAIL CONCRETE WALL — ® CMU WALL w FLOOR PLAN aUll1l11 e0 1 ® 3 HR. RATED WALIIPARTY WALL lVA].31 LEVEL f £` ® 2 HR. RATED SHAFT WALL 7IA].31 I I I I I I I I I I I I I I I I 10IA].31 1 co (�`�I 4 5 6 7 8 9 2 1 3 1 12 13 14 14.4 15 16 17 1 HR. RATED CORRIDOR WALL 3IA7.31 INTERIOR WALLWI WOODSTUD WIONE LEVEL 2 LAYERGYP.BD.ONEACH SIDE A2.02 1I18' =1'U' AW kDwallS°we Me M°Ebm Apatmen0Y1010,-M°tlian_NdiM GENERALNOTES b me! UI I I I ---J-j- _I--- ♦------------h--+-- —}---- I I I I I I I Jc I_ C I I or AA1t I D II � I — I xO I MATCXeLINF MATCH �LINE I I ^ I i IKlui�7 iL �'Plyl�`LJT)i'i ,jl L�� .•rll� lI6p la�:r lac�� I r. 1 n VA LEVEL 4 4o s g� zs N5sm < «:o�po ,� S I, NOTES EY p IBOL DESCRIPTION Oetall ELEVATOR PROVIDED MIMIIO FIRE RATED DOOR. '= WITH THE STRETCHER REQUIREMENTS OF 1 BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) Z Lo FUTURESTANDPIPE(CIASSI)LOCATION-SEENFPA 2 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINE OF CANOPY ABOVE 4 LINE OF SOFFIT ABOVE FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 S AND SPECS. a 4 B 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT TRASH CHUTE ] ELECTRICAL/IELEPHONE 0 METALRAILINGSYSTENY42'AF.F. MIN. B TRASH CHUTES- PROVIDE 90 MIN. DOORS AND FIRE 1P ' O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHERAPPROVED NON -RIGID MATERIALS. (2019 CBC SECTION ]10.2) 12 GYPS UM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx 15 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAII AXX WHERE ROOFICEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL. THE ENTIRE SPAN O17 1-HOUR F RE RROOFES STIVE CONSTRUCT ON.WILL BTHEF EMENl ABOVE MENTIONEDRO7DP2GANM INI MIMG SHAL ALSO BE 1-HOUR CtltlRRSSrtrtMMCCTITIbbNNMM PROVIDE ASW CLIPS AT 10'4.O.C. VERTICALLY BETWEEN WOOD FRAMING AND'H' STUDS FOR WALLS UPTO nWHIGRNNNJ FOR WALLS UP TO "''Y HIGH SPAKFRT4D VKIX eLIMBUNeIDL" w.pA FLF—ION SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET. REFER TO DETAILS XX SHEET A-X. RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS X SHEETA- M BID — $NEU UTLE. FLOOR PLAN LEVEL4 SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALLIPARTY WALL IVA7.31 ® 2HR.RATEDSHAFT WALL ]/A].31 10IA].31 1 HR. RATED CORRIDOR WALL 3/A].31 INTERIOR WALL-WOODSTUDWIONE LAYER GYP. BD. ON EACH SIDE SHEET A2.04 0 AUNtleaF OwallOeNe Pne Metlban Apatmen0Y10101-Matlian Ndi.m GENERALNOTES I I I I I / I I ■ 1� K:.� 1'�Il 91 O �I m.�r�n�.`J J■IL�rIg'.ri• - 6. ".••—`� - �n L'L® �',,�.'I1IF•. �,�ii';" N 1, �p,�� .Iil��li�alne 'I.7! � IL - "�� :Plil"74� ��J■d�i 1�I L°�I ■ [II I � ..- ��n rar�o!. E�e1 _ �,� �ri.��'I. ;�� •�q IV C� �� I!�r � Il.t:: �� r � �I .. �� . '� s m - �I��IIII ,I J� ll ® Ilrl IIIIIIII I 0 me! VA y � Q au=9 a I KEY NOTES O I 9 3 Z 0 31, 10'-0.0.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS uaaaama�y�a.I "H-STUDS FOR FOR WALLS UP TO w.pA ELF —ION F �Y EvnT10N SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET. REFER TO DETAILS XX SHEET A-X. RECESSED FIRE EXTINGUISHER CABINET REFERTODETAILSXSHEETA-X.. BID — — — SHEET TITLE. FLOOR PLAN LEVEL5 SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALIIPARTY WALL 1GA7.31 ® 2HR.RATEDSHAFT WALL ]/A].31 10IA].31 1 HR.RATEDCORRIDORWALL 31-31 INTERIOR WALL W/ WOOD STUDWIONE LAYER GYP. BD. ON EACH SIDE EE,n A2.05 0 Aub kDwall3•Ne Ane McEHm Apatmen0Y10,0,-I*dW. — GENERALNOTES b Y Y Y l 11I w {III o II wfioII — II —t MATC III—SINL E IN E I _ I I I v I I a I I IIII II iR.l � � 1 � — x■\I•�xl r�� - -�� Ian®I � n t.I li I I I 71 m � I 1 �I� �IA 1ll�. .�� J IL•�.�_ i�► illy '% ` p 11 ��— :' IJ-- ll•® I 11■I � IIIIIIII --..� Fill :�II !JIB � — — J�■ ..: 22-4 3 LEVEL 6 I KEY NOTES O I SI-A-O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE RPLFIBVS MINERAL OROH FIBER OR OTHER APPROVEDOVEDNON-RIGID MATERIALS. (2019 CBC SECTION ]10.2) 12 GYPSUMCONCRETE OVER STRUCTURAL PANEL BUB FLOOR 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx 11 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL AXX WHERE ROOFICEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL. THE ENTIRE SPAN OF SUCH ROOFICEILING ONSBE -HOURFRR EESSU TIVE CONSTRUCTION. 11 1 LEMENT ABOVE MENTIONEDR6D/2GAkM%RAMIMG SHALL ALSO BE 1-HOUR CtltlRRSSfrtfMMCCTD1b6NNMM PROVIDE ASW CLIPS AT 10'4' O.C. VERTICALLY BET WEEN WOODFRAMINGAND"H'STUDSFOR L�S up To nWIFIGRWA9NAN FOR WALLS UP TO 10 4a'. HIGH SMR3HR)TgmvKll4 BLM melaL" w.pA FINI H FLOOR VATION SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE E—GUISHER CABINET. REFER TO DETAILS XX SHEETAXXX RECESSED FIRE EXTINGUISHER CABINET REFERTODETAILSXSHEETA-X.XX — SYMBOL DESCRIPTION DETAIL — CONCRETE WALL — ® CMU WALL SH ® 3 HR. RATED WALIIPARTY WALL FI 1GA1.31 LI ® 2HR.RATEDSHAFTWALL ]/A].31 1 HR. RATED CORRIDOR WALL I IIA].31 0 INTERIOR WALL-WOODSTUDWIONE LAYER GYP. BD. ON EACH SIDE )R PLAN =L 6 .06 AM kDownS.N.ru„MmHMAo.n W0I01-Wdo.—M GENERALNOTES 14.4 I - �a30e Lo m I I I I J I I - I _ z I � I _ I I � roo, � I % l ;' ■ ■ ■■ I j i I I I I•- °1I � sa I� I ®I I _ —_--- I —. I I i l L I „� PEIHORIZONTAL E%IT I o, I I I I 10 1 I• I I I I I I I I I i �—��----— f�i • LEVEL 7 4o s 3 z z- _ 14, N;o 5 a��p KEY NOTES O p IBOL DESCRIPTION Detail ELEVATOR -PROVIDE 90 MINUTE FIRE RATED DOOR. '= WITH THE STRETCHER REQUIREMENTS OF 1 BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) Z Lo FUTURE STANDPIPEICIASS II LOCATION - SEE NFPA 2 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINE OF CANOPY ABOVE 4 LINE OF SOFFIT ABOVE FIREEXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 S AND SPECS. a 4 0 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT TRASH CHUTE ] ELECTRICAL/IELEPHONE 0 METALRAILINGSYSTEN -A.F.F. MIN. 9 TRASHCHUTES--IIDE90 MIN. DOORS AND FIRE iP-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHERAPPROVED NON -RIGID MATERIALS. (2019 CBC SECTION ]10.2) 12 GYPS UM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR 13 BTRUCTURAL PANELFLOOR DECK PER STRUCTURAL 14 WALL PENETWON, SEE DETAILS ON SHEETS Ax.xx 15 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL AXX W HERE ROOFICEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL. THE ENTIRE SPAN OF SUCH ROOFICEILING -HOURFRR EESSU TIVE CONSING WILL BE CONSTRUCTION. 17 1 LEMENT ABOVE MENTIONEDR6D/2GAkM%RAMIMG SHALL ALSO BE 1-HOUR CtltlRRSSrtrtMMCCTITIbbNNMM PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY BETWEEN WOODFMMING AND "H'STUDS FOR WALLS UPTO PImCPoPof%WNW. FOR WALLS UP TO 10 44'-0"HIGH S1BRAHR)T4D618Nl4 eLl9■BUP5IDLgNg FLOOR FLEIVATION SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE E—GUISHER [� CABINET. REFER TO DETAILS XX$NEU A-X.XX RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS SHEETA-%.XX BID — — — — SHEL-T niLE. FLOOR PLAN LEVEL? SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALIIPARTY WALL IVA7.31 ® 2 HR. RATED SHAFT WALL 7IA].31 10IA].31 1 HR. RATED CORRIDOR WALL "A].31 INTERIOR WALL W/WOOD STUDWI ONE LAYER'P. BD. ON EACH SIDE SHEETn A2.07 AUNtlexM OwallOeNe Pne Metlban Apa,men0Y1010,-Metlian Ndi.m Lm I I I Latl IVorr x' I I I I / I I I � I .. I w VwpLo1 uwm urem UFFea uFF ea u 7a3x �q of 7ozal 7o sal wal s zMM• — zai —zatx as z s 7 __ I ___ ■■■■■■■ I�_ I I_ I I _I I 4_1 I— — • I \— — �I\7 I I \ L7 I \I I I I I I •I•■ '_ _ I— — I I7.` F i/l,\\ I ® I i t I I I I I I I I I I I ■ I ...m... € --_- 1 IB I IT T i l I• I 1 ... _ tie Hiss •-�aj.m\� xO MATCH LINE NATCH LINE 0 _�yate=`:' • \ —_I—�J _�_ _�_—_�_—_�_� L___________y___ u lNE MATQ I \TCX L II I I z • I I I I I I I I � I I I I I ® II H 1 . 1 7 —T— ------T—� 1 II ICI 1 K 1 �' 1 ■ •••••• ®■I■!• •■• •■� ••• EI• ••� J M,o L------I I I I I I I I I I I I I I I I I 1L Co Cil4 5 6 7 8 9 2 1 3 1 12 13 14 14.4 15 16 17 MAZZIOWER ROOF GENERAL NOTES 1. SEE BUILDING ENVELOPE DRAWINGS FOR WATERPROOFINGIFLASHING DETAILS 2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN _ ZO TERMINATION. 3. SEE DETAILS ON A7.11 FOR ROOF ASEEMBUES. '� to Ou IN < 4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR CONDENSERS PRIOR TO LOCATING PLATFORMS. Q mQ 5. A COPY OF THE CONSTRUCTION DOCUMENTS OR COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODESECTIONS 110.10(C) THROUGH 110.10(c)SHALLBE PROVIDED TO THE OCCUPANT. 8. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRALAYER WITH RIC CHANNEL PER ACOUSTICAL REPORT ]. ROOF SHALL CONTAIN >R-38 INSULATION. 8. AT SLOPES <2:12: FULLY -ADHERED EO MIL SINGLE PLY POLYVINYL-CHLORIDE(PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY, SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.53 AND A THERMAL EMITTANCE OF AT LEAST Q 75. AGED SOLAR RELFECTANCE 1 0.7 AND THERMAL EMITTANCE 0 82. SEE ROOF PLAN AND WATERPROOFING DRAWINGS. ,ti o S 3z rc8 KEY NOTES O SYMBOL DESCRIPTION Detail ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. '= WITHTHESTRETCHERREQUIREMENTSOF p 1 BUILDING CODE 3002.4. PROVIDE STANDBY 3 POWER(UNDER SEPARATE PERMIT) 2 2 FUTURE STANDPIPEICLASE II LOCATION -SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINEOFCANOPYABOVE 4 UNEOFSOFFRABOVE FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEETGN-1 S AND SPECS. a 4 8 2-HR. RATED SHAFT -PROVIDE FIRE SPRINKLER AT TRASH CHUTE ] ELECTRICAL/IELEPHOHE 0 METAL RAILING SYSTENY 42'AF.F. MIN. 9 ITRASHCHUTES- PROVIDE 90 MIN. DOORS AND FIRE I1P ' O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS uaaaama�y�aa RESISTIVEfiONSTRUCTION. THE FRAMING ELEMENTS THAT SUPPORT —; — 4' NO PENETRATION ZONE AT FIRE j WALLS DOWNBPOUTCONNECTTOCIVIL _ 00s STORM SYSTEM. SEE PLUMBING AND CIVIL DRAWINGS. ROOF TIEBACK ANCHOR (REFER TO STRUCTURAL 8 MANUFACNRE FACADE ACCESS) SHEET TITLE'. SOLAR PANEL AREA CALCULATIONS FLOOR PLAN MAZZ/ LOWER -RE SO 666�/Y1./ OL 2OCATIONSLAR PANEL FUTURE CONTROL SWITCH .EET. LDwarwaMmHanAew l&V1a1. do.ADA.M 14.4 I I I I I I I I I I I I I I I I I{�tl\J ■�•Tj —� I I I ■ • • I I ■Eo Iles 8 a is a Ole semi I - - E E --------- I I I —* — _—_ —_ —___ — —___— 111 I I I - I I - - I -�- I I I - - I- --0 I I I I I I I K L I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I bi CjQ `'�I 4 5 6 7 8 9 2 1 4 1 12 13 14 14.4 GENERAL NOTES 1. SEE BUILDING ENVELOPE DRAWINGS FOR WATERPROOFINGIFLASHING DETAILS 2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN — ZO TERMINATION. 3. SEE DETAILS ON A7.11 FOR ROOF ASEEMBUES. '� Ou IN < 4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR CONDENSERS PRIOR TO LOCATING PLATFORMS. Q mQ 5. A COPY OF THE CONSTRUCTION DOCUMENTS OR COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODESECTIONS 110.10(i) THROUGH 110.10(c)SHALLBE PROVIDED TO THE OCCUPANT. 8. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRALAYER WITH - CHANNEL PER ACOUSTICAL REPORT 7. ROOF SHALL CONTAIN >R-38 INSULATION. 8. AT SLOPES <2:12: FULLY -ADHERED Ni MIL SINGLE PLY POLYVINYL-CHLORIDE(PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY, SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.53 AND A THERMAL EMITTANCE OF AT LEAST Q 75. AGED SOLAR RELFECTANCE 1 0.7 AND THERMAL EMITTANCE 0S2. SEE ROOF PLAN AND WATERPROOFING DRAWINGS. 4o S 3z rc8 a F'ao✓',pa KEY NOTES O SYMBOL DESCRIPTION Detail ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. '= WITHTHESTRETCHERREQUIREMENTSOF p 1 BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) 2 2 FUTURE STANDPIPE(CLASS I)LOCATION -SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINE OF CANOPY ABOVE 4 LINE OF SOFFIT ABOVE FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 S AND SPECS. a 4 8 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLERAT TRASH CHUTE ELECTRICAL/IELEPHONE 0 METAL RAILING SYSTENY42' AF.F. MIN. 9 TRASHCHUTES- PROVIDE90MIN. DOORSANDFIRE 10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SMALL BE MINERAL FIBER, MINERAL WOOL, GLASS uaaaama�y�a.I RESISTIVEfiONSTRUCTION. THE FRAMING ELEMENTS THAT SUPPORT -; - 4' NO PENETRATION ZONE AT FIRE WALLS DOWNSPOUT CONNECT TO CIVIL _ 000 STORM SYSTEM. SEE PLUMBING AND CIVIL DRAWINGS. ROOF TIEBA TRUCTUOR (REFER TO STRUCTURAL 8 MANUFACTURE FACADE ACCESS) SHEET TITLE'. SOLAR PANEL AREA CALCULATIONS FLOOR PLAN UPPER ROOF TUIRE SO V i-2 0 2 2OCATI ONSLAR PAN EL FUTURE CONTROL SWITCH A2.09 AUN kDwall3eNe Ane McBian Apatmen0Y10101-I*dian — l�7 'L, 's, la/ 10l `oJ "J `uJ laJ 10 11 12 13 14 14.4 1516 —4---4--- 4--1 OI —------------ i ------�-�-- �- -+-- y City Council I i 22-41 GENERALNOTES y � �Q au=9 = a �o g� zs p U��w�sm KEY NOTES O ig —79 a4 mi 12/6/2022 =L 1 SLAB AubtleaM OwallSeme Me Metlban Apatmen0Y10,0,-Ebtlian Ndi.M LEVEL 1 - SLAB PLAN 111W = — GENERALNOTES T T T T T T T TI T 10 11 12 13 14 T44 r --� 7------1--1----I----I --- , --- --- --1-- o, ---T-- I I I I x% — ------ ---1 1 I_L I I I I I --- -- — -- -- — -- � -— — — — —�— I City Council I 1�1 i in r-- I o -- -� IS u-I pNllpl IIIIIIIIIIN■IIIIIIIIIIII■IIIIIIIIIII� p 22 — 42 y � Q a w =9 a o s < eM KEY NOTES O ig —79 as mi 12/6/2022 =L 3 SLAB i LEVEL 3 - SLAB PLAN I w � 10 11 12 13 14 14.4 15 i6 17 I I I I I I I I I I I I -� -----------------I 1-----------------------------� I -�-------------------------- �- p I I I I I I I I I I I I I to I I I - ---------------- - - - - - --�-�- - - - - ----� 1 I I I I m I I I I I I I I -- �} x3glll ;— N301tl1 — I IBON/1 — IB�fVl -- I�RIIl - IBONIl — IBOIVl I - - ---------� I I I -7-7--------------V I I I Lf I I I I I 1 I I I I I I I I I 1 LLI - - - - - - - - - - - — ----------------- --� I 1 iMATCH I I I I I I I I I LINE I I I I I I I I I I I I I I I I I I I �_ II II II II I I I I I I I I I I I I I I I I I I I I I I I City Council 22 — 43 GENERALNOTES I KEY NOTES (D I 3z z p � L4 )R PLAN _L B MENT J1 i LEVEL B SEGMENT 1 .21 GENERALNOTES y � Q a w =9 a (S) (yl 10 11 12 13 14 14.h 15 16 17 o s I a l I I I I I I =8 ---------------1-----------------------L--------------------- 1-------------L----1---1------------------------1------- - ;F om II II II II I �I �- I i II i II _ (� Q�p1p MR �H LINE � I I I I I I I a F'ao✓',a a® KEY NOTES O aNq I I I I I I I I y -79 o n T I I I I I I a4 I I I I I --------------_�— --- — ——�------- Tasn� rum n� *!� .. �`-----�— J L. _ J _I _ _ — _ — _ — _ I .any, sl I I I 1 a I I I i II II T.ImI TNmI II TWOB1 i ,Mm ,I ceY I „Nm I I I I I I I I �al I I 3o1e3 Tnw3als3N I83N a I I I I a aiMw.�1� na.to I ,I I ® I I I I I I L IL I I I —�— — — — — — — — — — — — — — — — + — — — — — — — — — — — — — — — — ~ — N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J--}--------I----------I_ I I I I I mo, \ I I I I sneer nrlE. l w FLOOR PLAN LEVEL B �I PLAN 2 SEGMENT I I I I Ciity Council i 22 — 44 li ----- 22---------- LEVEL B SEGMENT 2 �— AZ 22 ve. _ p-0. I �a,woownsaw,r�aMma�aoan�uszuta1- dW.—M GENERALNOTES L1-------- ..`t'v_r' ---------a1------------------- ------------- MATC�X 11NE IJ1 I I _ ... 4 — ----------_L_---=---=---=1=---=---=---_1__i I 1 I 0 II I I I I I I ---------- t ------- I ----- I ------- I I I I I 9 E9 I I I I I I I I I I I I ----�---- II-----T------ .. ... .. ... ...... ._... _.: ...... .. .. ., _. .:... ,... _: ..:.' I1I STAIRCASE ON SEPARATE PERMIT T_= ___ . _—__—__ _—__—__—__ — —— —— ----------' I City Council 22 — 45 I KEY NOTES (D I 9 )R PLAN _L B LEVEL B —ACwal,SeMRPnRMREbmApatmenYY1R,01.I*dW. — .23 GENERALNOTES I I I I I I I Igs , I I i I Mxrex m � o , II m, I I I I I I I I I CD II `— — i nxiefuc -- I NEM— *exert � ID ; I e M—LE NATCX LINE — 1 FI _----------T--------t--- I I + , ... :':. ._________lr------------------ --------------r— _ I City Council 22 — 46 I KEY NOTES (D I 9 )R PLAN _L B —ko----,x,-dW. — .24 GENERALNOTES Itl) I I' � 1U 11 12 I I I I I I I I I I I I I I I ow I I II I � I i— I i I a l I I' w]x I I IHgfI1 1I Ran ,AWY! R-]e IBRlVl R.n I IBRlVl am ,9WY1 Rex IBRlVl aen I I IBOHIl Ree � I J I I I I i I R,5 I ads R» re,s re.a, Ra, re.as aa] B "gin I �jII I I I � I Rrs I R,I,a Rr<] R.e, R]as Rrsa Rxs I Rsu Rrm I� B I I � � REpi � L u Rerw RErw � L ,u Rerw atnLL xcr L u I I I I I l B I I City Council AubEeaAOwallSeme Me McEbm Apatmen-101-I dW.Ndi.m 13 14 14.4 15 i6 17 I I I I I 22 — 47 I read � � I , toI I I I J I r—� I I I I I I I I , rea i LINE OF LEVEL I _ I I s�. O t I { F LEVEL 1 SEGMENT 1 Iff—'W KEY NOTES (D o s g� �s °t IMIK )R PLAN _L 1 MENT 1 .25 GENERALNOTES y � �Q a w z9 = a Ci..,,I (y 1 10 11 12 13 14 1V 15 16 17 � I a l I I I I I I wz o s ;. z ------_____------------- ---------- 1________n'_L--------------- _ _ _ _ _ l-__I________ _ _1__ cF °" mz '< I I I I I I I I I Qp5s� I I I I I 5a I I I I I KEY NOTES O 1 o O o I 2 o � ig —79 a ¢,100 I a 88 a B` I I I —1 L - �- yl------- _ - - -- ---�- -----" N N .N EfN NTNL RElNL NTNL RETNL T _ � I � � _ - _ - _ - L w e PALP ,o.. i xe , Ln, DN ®II UP I ❑ DRATRENCH IN , I i - I I � I I I I • I I I I I N I I I I I I I I I I I I I �. arweo2s ,00xw vs,rmez ,srw«cxLcx z O O I ----7----------t---------7-----7------------------I i —�— -- I� — j --T-- -- --— I FLOOR PLAN LEVEL 1 SEGMEMENT2 I Cii�y Council 22 — 48 li ------ �fl22--------- LEVEL 1 SEGMENT 2 A2.26 va•=,'a• I I Awee:w Downsama ru„NmHmA°aa�uazo,o,-rn,a;o� am.m GENERALNOTES Q Q o 4 T II I MLIN I I I Q Q Q Q I I I I L---------- I I I I I' I I O nartxx ' I I , - _ — _ — _ _ — — _ — _ _ T�J3tl iroasx mix yn3x yn3x r�u ma3x H I II I I I I I II I I I ----� -- =� ——---"-- — — — — — -- ---- ----------------- —� TI I ---- }I'�I-- — ----— —— — — — — -- — — I i11 L I--- II i I V ® , pm� =: x0ox xr ...'�� — ........... �— -- I I I I I I I I ---i--- — —------_ --- I!I STAIRCASE ON A SEPARATE PERmRMR I I I I I I I City Council 22 — 49 imp I KEY NOTES (D I o s ¢ F'ao✓',aa )R PLAN -L 1 MENT 3 AubtleaM OwallSexe Pne Metlban Apximen0Y1010,-xetlian Ndi.M LEVEL 1 SEGMENT 3 VIT" '1 .27 GENERALNOTES y � �Q a w =9 a = a KEY NOTES O B 1 I I 1 Ili®. 1 n 3 I I I I I 1 1 I I I I I I I 1 1 �__ naaxn I rewn lI naann I ISQrvi I lams I M301V1 I I M30N1 I lawn M3�Nl Maaxra I ravrvl M30M/1 worvi � L_� 1 I I I 1 I r , I I 1 n3RlYl I I I I I 1 IB0II1 N30NY1 IBQl11 N30NY1 1 M3M'1 MMINYl M3M'1 n3Q1 I I I 1 I I I ae99r I I I 1 /^� v�v I I I I I I I I I 1 MATCH LINE ` nELLL IETNL nEfaL nETNL nEfaL IETNL nST,LL r____________ ____y____ _ __ r_____ .�.�_____________y-------------- r_____________r__L_ SHEET IITIE'. FLOOR PLAN LEVEL SEGMENT 4 City Council 22 — 50 -------- -----I----------------- I I LEVEL 1 SEGMENT 4 „a 1 I I SST. A2.28 GENERALNOTES 10 11 12 13 14 14.4 15 i6 17 i i I I I I I I I I I ——_____--r I ------------------------------- 1 \ /I City Council 22 — 51 ME I KEY NOTES (D I o s < N5a� )R PLAN _L 2 MENT 1 I LEVEL 2 SEGMENT 1 a GENERALNOTES I I 1 1 1 I I I 1 1 1 1 I 1 I 1 I 1 I 1 1 1 1 �1 f 12 13 14 14.h 15 16 17 ----1------------- ------- --L -- --- — —------------ ----I— ---------L, ---1---1=------ -------------- — 1—_ imj //�\. AUTC�HBl1NE a - --- - - - - - - - - - - — - — - - I I I I - - - H - -- --- - B � - - — - - - — - — - - - - — - - - - I <= sn sal — � -1� I I L®I I • I —- — --- —�---- — -------------- ----_ I ———-----—=—,o�— —� L_� B I -� R I I I 0 0` I ® B -----�-- --a--------------- --- L-L------ ------ ----------- ------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ __—_____�__�__—__—_____—_____4__ I I I I I I I I I I I I I I I I City Council 22 — 52 ----- y � Q a w =9 a �o s ;_ mo,sm KEY NOTES (D z 0 31, )R PLAN _L 2 MENT 2 LEVEL 2 SEGMENT 2 I —ko--- W0Io,-WdW.—M IA2.30 GENERALNOTES I I I i I I I I 1 -------_a1------------------- L------------- 1--------- ------------- NE I I I I I I I I ---------------------- - --- -- ---- - - - - — - - - - - I I I I I I 1 I I I 4_—_—_— _—_—_ I _— —_—_ I I 1 _ _—_—_— _—_ � 1 1 - " - - - 1 1 1 --I Em e e e li B A 1 � I I I I I I I I I I I 1 `----------------------+------------------------------------------~-� Ida II I I I I I I I I I 1 City Council 22 — 53 _ —s _ � l _ � l I KEY NOTES (D I 9 I � )R PLAN _L 2 LEVEL 2 SEGMENT 3 —ko----101.M W.— .31 GENERALNOTES I I I I I I I I IRS j I I I I I I I I I I IIfni: s I I I I I I AIll rrI UL—L R3q! � W3aN 3a1 Lsi981 ' aes sr — — — — — — — — — — — — — MATCXSLINE REy1— ______________ ------------- _____ti_________ ,.. ..: _____________ ______________ _____________r__4____ I City Council AP kDwal,Seme Pnc McEiean APatmetW0101-dW. — 22 — 54 I KEY NOTES (D I )R PLAN _L 2 MENT 4 .32 GENERALNOTES 10 11 II -' --r-------------------------------- I I i i City Council 13 14 14.4 15 i6 17 I I I 22 — 55 I KEY NOTES (D I )R PLAN _L 3 MENT 1 i LEVEL 3 SEGMENT 1 .33 GENERALNOTES 12 13 14 14.4 15 16 17 I ---------- --- ----------- =-------- �� -- --- - - 1- - -----�-----L--=- --I - ------------------ 1--------- I --- ' C ® rCCH LINE '. KEY NOTES O 14 �fih 1 I 00 I F I K 6, Off TT fT71 EN B — I r ! a y ® V - °0 1 ewd� 1 I I I I I I I I I I I I Ciity Council 22 — 56�' OR PLAN _L 3 MENT 2 I .34 GENERALNOTES I I I I I I I I -------�1------------------- L------------- 1-------------- v_ —'' I I �z I I maw ---�-- — r— -----L--------- I I I I I --='-- I MAIaH I II I I I I -- — �— — — — --- I I — — — — — — ,, _ — I ILJ I —�— — I I — — — — I I — — I, I — — I—� O— �— I o � I L_ 1 R-9 1 I� rl ® aysar a - - - - r - - - - — - - - --- - - _f= -- - w_Y-I--- _ r— l i_-- I 1 I II Ir— L r— r— F- -----�---- ---------- -�- - -- -- - --- --- -� I I I I I I I I I I I I I I I I I II I I I I II I I � I II I I I I I `----------------------+----------------------------------------I-_1 I I I I I II I I I I I I I I I I I I I I�Q I I I I City Council 22 — 57 I KEY NOTES (D I �o a F'ao✓',aa 9 )R PLAN _L 3 LEVEL 3 SEGMENT 3 .35 GENERALNOTES -------------- ------------------ -------------- -------- ---------- ---------- T ---------- �r City Council 22-58 I KEY NOTES (D I < z9 a )R PLAN -L3 MENT 4 LEVEL 3 SEGMENT 4 a 1 a) `a, 10 11 1z 13 1a 1a.4 GENERALNOTES Z oN �IOR, ----I--- �_-------------- a° I' I ---T------------ ----------------�'---------- --------- - - ----- I �------a-------------------------�J o �a p o KEY NOTES O r- -, -52 7— ®°II .,o,l ru.to 711 1 1 1 I L 1 - �y ` _- --- --- - --- - - ..o --- I Qof o ; I rLL,o o I I I I I I I I I MNTLH LINE - _—_—_—_—_—_—_---_-1_-1_—_—_—_—_ _ 1 G --'------- LINEBID Wm: t__________________________________________t_______________________________________� ~ 01 BRIDGE I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SHEET nTIE'. FLOOR PLAN LEVEL4 SEGMENT 1 City Council 22 — 59� LEVEL 4 SEGMENT 1 `f 1 A2.37 I GENERALNOTES 13 14 14.4 15 16 17 I ---------1---------J------L-----1---1------------------------1---- I I I I I I MATO�X 11NE I LINE OF BRIDGE I PBOVE I I I I I I I I I -----+-----------1-1-------------i-- I I ----- I --------- I I I -------------�-- - - - -�- -- --�I- - - — - — - - I-� J'IL I I I li I I I I I 0 - I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I II � J-n,-�, I I I I I I 1-----------r-------1---------fi-- fi-----------------t--- City Council i 22 — 60 I KEY NOTES O I o s ¢ F'ao✓',aa 3 z O 31, )R PLAN _L 4 MENT 2 LEVEL 4 SEGMENT 2 IA2.38 GENERALNOTES L 1------------ L 1--' -------_a1------------------- ------------- a ---1-- =- - -------------1- MATCHp INEL I J O ' I I I --------- —t � I I �----- I o -off- o — mol - � -_ _- --- I ---� -�----------------I- I , I i STPOP I I �- I I I N _ ----- -----------------+-------------------- ---------------------I--� I I I I I I I I I i I I I I Intl`, I 1 City Council 22 — 61 I KEY NOTES (D I y � Q au=9 a o s ;_ IMP `—M 9 )R PLAN _L 4 LEVEL 4 —ko---—,N,.M W.— .39 GENERALNOTES I I I I I I I I I � I '� o LL LLL ° 1 L_ L_'� L_ -� 1 CEl ��J -- qu �,� �� r■� � � __ awl �j 1�11 � .�A,;. ��. -11Ia �I ICI pp�eg�e — IN I City Council 22 — 62 I KEY NOTES (D I )R PLAN _L 4 MENT 4 I LEVEL 4 SEGMENT 4 (s> (s> 10 11 1z 1a 1a 14.4 15 1s n GENERAL NOTES I I I I I I I I I I I I I --'- T----------------� I 4 ---T----- 4 ------- ----- ----- ----- --- --------1-- ---------------- I I I I I I I I I I I --�------- ----------------------- KEY NOTES (D - -- Ii r 1 w Ll I �4_ I I� I 1J � -_Q_ I -® °- °I — � — —I-� I — �---- o -�o_ — _o - — -19 - ��--I- �— - -- _ o �' o I i I I I I I I I I I I +_—_---_ _ --__—_—_-_—_—_ O i r� LINE OF BRIOGE ABGVE—_� —_—_—_�_--_�_�_—_—_—_—_—_ MATCX 11NE 4 -------;-----------r------------- ----------r----------r--- ---------r---------i------r-----r--7------------------------r----- - City Council 22 — 63 )R PLAN _L 5 MENT 1 .41 GENERALNOTES I I I I I I I I I I I I I I I I 1 OO 1 � I U -J I 1 1 1 y � Q a w =9 a 10 11 = 12 13 14 14.4 15 16 17 E0 5 o� ---�— ----------- 1--------- — L— 1---1— 1---- ;= o �+ MATCHLHE =� _5 a F'arc KEY NOTES O d o 3 LINoEvE 01 BRIDGE Z -�,----�- ---1-----------------------------�-�'J o I I I I I I I I as ------ --- -- -----------------------� I I I I I k*a+ I. _T -- 0=== - I � rr ll 1�� I I II I I I I I I o ollr o -- -- 0 aOz I I I I I I I I --'------p------------�-----------�- ---------------------- L-� I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I mo_ I I I I I I I \ —1-----------r-----------------t-----------------t-- I I M I I I I I I I I I I City Council i22-64 )R PLAN _L 5 MENT 2 .42 GENERALNOTES T T T T ---------- 41 ------------------- L ------------- i --------- M=H U-E — — — — — — — — — -- — — — — -- — 0 61DI —0— — — — — — 1-- - J — I- - - oa — - — - — - — - — - — - li ri -- — -- — -- — - - — -- — -- City Council 22-65 I L ------------- ------ I KEY NOTES (D I < z9 a 9 I � )R PLAN :L5 —kD----101-dW. — .43 GENERALNOTES City Council T 22 — 66 I KEY NOTES (D I 4o s 3z rc8 'at <�N5«eo�<o )R PLAN _L 5 MENT 4 i LEVEL 5 SEGMENT 4 .44 I 11If I O I I < i i i I � I I , I r- City Council 12 13 14 14.4 15 16 17 .� ----------------F 3 I I I I I I I ------j -------F--1---11 -------------�— I I IF I I I I I II II II ---1------f-----T-7-------- 22 — 67 I ---------- --- GENERALNOTES I KEY NOTES O I 9 OR PLAN _L 6 .45 GENERALNOTES l61 1 ly) 10 11 3 12 13 14 1�4y 15 16 17 1 -----------1------------- �F LL. �� ---L-- I I I , I I ----------1---- I I I I ---- -L --- I I --------1---------J------1-----1---I------------------------1- I I I I I I I I I I ------ I _ I MATCHSLINE - .�� _ ism �Q�p�s= , ¢ F ao✓,aa l I I I I I I I I I I KEY NOTES o i O II I d I I I I I I I Z - - - --- - -t- -�- 1 - - - - I - - 1 --0 o I I I I I - - �I _�N •3 � — J I I I � I I I I I as 1 � Ex �O O I PWIP - l El I A ,la� LL 11 x ' i ~ I Yfo ca - 1 o I I Ij I I I I I —p------ ----------� ----------------------- -------------a---0 I 1 I I I I I I I I I I I — I j w —1-----------F--------------+------------------+-- FLOOR PLAN 1 LEVEL6 SEGMENT2 1 I I I I I I I I I I I City Council i 22 — 6$ LEVEL 6 SEGMENT A2.46 va• = ra. I —kD.,��x�,AnaM�x�Axa�x�xtxt.M W.—M GENERALNOTES I I I I I I I I L 1 L- 1- 1--' ---------- a1------------------- ------------- --------- — — .0 ---1- -- - -- ------- ------------ ------------ 1---- I I I I I NA �HBLINE IJI I O , I ------------- —fi I �----- � -off- o O -- — — --—� -�--------I--------I- I I I evM I I I I I I I I I I L] I RIP I 1 IF I L_ I I L_' I , `----- ---------- ------------------ ---------- ---------------------~—� I I I I I I I I I I I I I I Ina I` I I City Council 22 — 69 I KEY NOTES (D I 9 )R PLAN _L 6 —1 o—� �a — —I01-I*dW. — .47 GENERALNOTES ---------- ---------- T ---------- City Council 22-70 I KEY NOTES (D I < z9 a z§ 9 )R PLAN :L6 -kD----101-dW. - .48 ` e 1 I ` a 1 10 11 12 13 14 14.4 15 16 17 ^ 1I --t----------------------- -----j-----------1--- -------------�- 1 1 I I I I I I I I I o I -- s��-a----� �-------- - --�- �-------�-- -----' --©- - - - --- City Council I — - - -� ---- --+ ®�--------------- I I I I I I 22-71 I MATCH LINEI _- __-_- --CI GENERALNOTES I KEY NOTES (D I )R PLAN _L 7 MENT 1 �awae,w oo�nsam�r�aMmH�ao�n�unu,a,.M,a;e� am.M LEVEL 7 SEGMENT 1 .49 GENERALNOTES I 12 13 14 14.N y 15 16 17 1-------- 1--------- 1 1 I 1--- ----------------1----------------------- —L -------- ------ ----- --- ------------------------ 1 I O' MATCCHyLIHE 1 I I 1 I I I I I I I I I I mas I 1 —I- ----- I �— — —} I 6-----+-----fi-----1-1-------------1-- I I I I I I I —_—_—_—_—_—_—�—_ I 7--- I-jtj ®---- I P woE m l L ®® PER 0 _ v� �c +� �� I I 1 I - I I I I • • I yIII� I I I II I I I I I ILu, I-,- P 1 1 a I I - - - I - - I - - I - - I - - --L I - -L- I -L- I I - - I - - - - - I II I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I II I I I I I —1-----------r-------1---------fi-- fi----------------- t--- I ;,lay I I I I I I I I I City Council i 22 — 72 I KEY NOTES O I �o z8 a F'ao✓',aa 3 0 31, )R PLAN _L 7 MENT 2 LEVEL 7 SEGMENT 2 IA2.50 eENERALNOTES | | -----4----------| - � agm.= | | (D a-liLL3 o .` . \ -- --'--�—'-- --'-- — -| | � . ` | \ | ` . ` r r- --'-----'-r -- | ` | RE ` | ` | . \ ` | | \ | ` | ` -_ --'--,--'--�--'-----'-� --'-- | ` | \ | . | ` | \ | . . . . | \ | -_ --'--'-- -- -�'-- -- -- -- � -- -- ----- -- , --- -_'__ -- ` . \ . . . . . ` l-_--_--''--�---''---'L---------' ---------------------- City Council 22-73 (� | | | | | | | | | KEY NOTES (D | Q )R PLAN :Lr — LEVEL rSEGMENT u .51 GENERALNOTES I I I I I I I I I I I I I I IfF , I• 0 0 I 0 � 1 0 � — --_ uxrtti,xt iarrta _— I rttwt ��x— wxxa ross — I _— uxrtt �a roao --I --_ axrttwt wxEa roux I I �xxrt na �oxw ni sr I I � ,___ PW .-- __J•__ I —C , urvi*st o� toes 0° LA MR I City Council 22 — 74 I KEY NOTES (D I )R PLAN _L 7 MENT 4 I �x.xe,�o�„saa��axxaa�a��ax�x,x,-x,a;�a �x.M .52 n 10 11 1z 1s 1a 1a.a 1s 1s n GENERAL NOTES I I i w III I I I I I I I I I I I I I I I I T----------------� �-;------------------ r - - t----;---�-----�---�---r—r-------------ram I � I I --, ------- ----------I-- ,,--------- -FJ KEY NOTES O 1 1 -J---- 0 - - - - - - - - -' - -' - - - I I I I - - - B man I I I I I I I I I ®;■■•■ ■ ■■_■ •■■• • • • I � II I I 1 I I I I i - �- ; ----- --- _--------- -� ----------- ------ - ---- F� 1 I I I I I I I I I 1 I I l 0 I I I I I I -_-_-_-_-_ MATCX � r�v City Council 22 — 75 os a�;o�so )R PLAN Z/UPPER F MENT 1 MAZZIOWER ROOF .53 GENERALNOTES (tll ly) 10 11 a 12 13 14 1V 15 16 I I 1 - L-------- L--------- J------ L-----L------------------------------------- o z �F LL� --- -- ----------L----------------------- —L-------------- � Oa IMTCMXtll1NE U IMIK — < F —5a I I I KEY NOTES O 0 I I I 1 I I I I I I I ig LIII -79 I I III I I I I I I I I I I I I I I I I I —1 -�--I— —0a —-----�— --- ---L---IL—IL— -------------- I I I I I II II II II I II 'I I®®® I®il®® ^,1 II I I I I I I I I I I I I I I I I I I I ——I_—_—_— I I —_—_—_—_I------ ------ I L_—_—_—_-i_—_—_-i_—_L_—_L_L_—_—_—_—_—_—_-- I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 J------------ —-- — -- — I I I�� I I I w I I I I I I I I SHEET nib. FLOOR PLAN MEZZ/UPPER �z I,I a I I i I I I I I I I I I I I ROOF SEGMENT 2 City Council 22 — 76 -----22---------- MAZZ/LOWER ROOF Wo EET. SEGMENT2 1 8• =1•-0. A2.54 AubtleaM OwallSeme Me Metlban Apatmen0Y10101-Ebtlian Ndi.M GENERALNOTES I I I I I I I I I I ---------- 1------------------- L------------- I I 1--------- - - - I - -- I I I I ----------L-------------1-------------1--1---- ICI MATC�H�LINE .... ..M. 1 I II I I ® I I I I I I ® I I I I I I I I I I -T- I I I ® I I I , I 1 I1, ® ® ® ® _® ® ® ® ®® ® ®® I II ®® I ® ® ® ® ® ® ®® ® I® ®: ® ®® ® ® ®®I I I I I I I i 1 I i I I _ _ - _ - _ I- I I _ U I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I n:III I I City Council 22 — 77 I KEY NOTES (D I o z 9 )R PLAN Z/UPPER MAZZ/LOWER ROOF -ko----I01-I W.- .55 GENERALNOTES I I I I I I I I 1 I I I I I 1 e i 1 B I I ® 0 0 0 O I —ER .11ER � C i II ® I I I I I 1 ' I i ® ® ® was ®® wagon® ® ® ®® ® ® ® ® ®'1®® ® ® ® ® ® I® ® ® ® ® I ®1� 4L®-0 I wn�ex I I j � I I I I I I I i ® 1 ------------ 1 ----r --------- ------ ------- MATCH LINE _IF — _ — _ — _ — _ — _ _ — _ — _ — _ - _ — _ — _ — _ — ------------------y--------------ir-------- — —��uxwi 57 -------y--------------ir-------------r--�� iir I I I I I I I 1 I City Council 22 — 78 I KEY NOTES (D I 9 )R PLAN Z/UPPER MAZZILOWER ROOF —ko—.M..a——I01-I*dW. — .56 GENERALNOTES y � Q a w =9 a 10 11 12 13 14 14.4 15 i6 17 z§ II p p= N ;,5.z p KEY NOTES O ig -- ----_ ---_ ----'--------- '---- -I-__� U' — i I I I I I I;i Li I I I I I I I I I I I I ea I I EF I I I I I A9� _______�_______ __+____ __ ___ -----------------J_____+_ _____~_____I__ O ~_______I___ ��' ___+_____�__ a I i I II I I -- I�---- --- -- I -------�--- I I I I ---�--- I I I --I- I ----- I -- I I I - - _ .,--- I I -_ _I-_-_ _-_ _- -I -----=-= --- --- -- -- --------� --- ; --- --- --I- - --- -- -- --- I I I I I I I I I I I I I I I I _-_ts I I I I I I I I I I I io I I it �� C II I I I I I I I• I I I I I I I I I I I I I I I I I I I Citv Council 22 79 12/6/2022 3 PLAN 1 LEVEL 1 .61 GENERALNOTES T `-J T `n, 1a� I Ii I I I 7i I 12 13 14 14.4 15 i6 17 - I , --------------- --- --------------------+J------------y--- —�-- — -------------- -----*----- -------*-----* QI 1; 1 I -_-_-I _-_-I _- _- _-_�_-_�_-_ I I a I I -- - ---�-- - — ---- --- --- ---� ® - --h- -4-- -�-- — —'- -- a— ---� FF ❑ ___� C I, � I I I I I I I• I Citv Council 22 80 KEY NOTES O I 12/6/2022 9 3 0 3 PLAN 2 .62 GENERALNOTES 10 11 12 13 14 14.4 15 i6 17 I I I I I I I II I I I I I I I I I I I I -------- ---- -----------rt--------- ---� - i - - - - I�� 777 71 o _ - --- I I, I � � I I _ I i . . - ------__ -_ .----I- - I�--�-1- �_ _ _� �_--_ __ --I--- , ,44 -- ----+- -5� it ---� - -�-- -�-�- -- --- -�---� --� =� I J L- -- --- �/ ---�--- -- �- 1 -'-- -L -L ---- _- � M I, � I I I I I I I• I I I I I I I I I I i I I I I I I I II I I I I I I I I I Citv Council 22-81 KEY NOTES O I 12/6/2022 9 3 PLAN 3 LEVEL 3 s ,• ' , .63 GENERALNOTES I I I I I -�- - -�- -4- l -4 -- i---- it---- - I - -- - - i i I O' it I it it it E i City Council 22 — 82 13 14 44.4 15 i6 Y y � Q au=9 a �o g� zs KEY NOTES O 0 3 ig —79 a4 mi 12/6/2022 _ECTED ING PLAN =L 4 anoee:w oownsama a., �a�aoaa�uno,o,-u,a;o� ad�.m LEVELLEVEL44 vie=r-0 GENERALNOTES I I I I I -�- - -�- -4- l -4 -- i---- it---- - I - -- - - i i I O' it I it it it E i City Council 22 — 83 13 14 44.4 15 i6 Y y � Q au=9 a �o g� zs KEY NOTES O 0 3 ig —79 a4 mi 12/6/2022 _ECTED ING PLAN =L 5 AubtleaM OwallSeme Me Metlban Apatmen0Y10,0,-Ebtlian Ndi.M LEVELLEVEL55 ili8"=1'-0" GENERALNOTES I I I I I -�- - -�- -4- l -lz; 4 17:� -- i---- it---- - I - -- - - i i I O' it I it it it E i City Council 22-84 13 14 44.4 15 i6 Y y � Q a w =9 a �o g� zs KEY NOTES O 0 3 ig —79 a4 mi 12/6/2022 _ECTED ING PLAN =L 6 LEVELLEVEL66 GENERALNOTES y � Q a w =9 a 10 11 12 13 14 14.4 15 i6 17 zg II p a F'ao✓',aa KEYNOTES O ----' ---' ----'--------- -----' '---------'- - —__� I l7 I� ° I I I r, rJ I rJl I I I � a4 _ I I I I I I I I I I � luau I I I I• I I I r I — _ J - - - -- - - - ,- - — - — - - - - - I- � I ° I I I J I I, I � I I I I• I I I I I I O ' i A -- ----- 0 -�-- --I=o ----- --- ---�- _ = _ _ =_ =_ =�_ -------~---------------~---- - -~- ----~------~------+J-----*------~-----I-- I I I I I I I i _I- —I___ I I - I I I I I I I I I ---I----�- -T 1 -�- _� -- -� - T—r—I-T-------- I --�-�---+- -�-- - - ---�- -�- -- --- -�- -—I-�- ----I--- L BID — �, --�--1--rt-- - --LI—--f----I--L---t----�-�-----rt--+—r—I-�---- z'--- _ — I I _ j \� —__—__—_1—__J CEILINGREFLECTED LEVEL 7 M'° 19° I I I I I I I I I I I I I I I City Council 22 — 85 1 12/6/2022 LEVEL 7 .67 01�I II�:II H He lSili�j C::1 Il�il fr`lesll:�J:! o1.io,1g 11111 icli 1111i Imom ■A■IIIIIn■1 !!!I :::i :: r'�iil�iRomR10: 1 EWE7: ER11= -_ i1M�N O �� FIBERLEMENT SIGING) 1 � V,� V ��V 2 Q Q Q Q Q Q Q TB X 22G F UPPE ROOF --T-- r - T -I -2 - - +--,-2- - r-1 --T- 2zB•-21r�1 a4 1 MPZZILOWER I 210'-31I6" V 200•--5E 1 EVEL —_—� — I —+— 26o•-s ur LEVOEL I'°pP? 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Q Q I 7 7 I I - - - - - - �\ - \l --___-_ I I_-___-_-_-_ - M4IIROWER I -I - - - - I - ___-_-_-_-_-_-___ I I -__ LEVELlL]n ]Otl - 1 - - T! / I I 190 6 t12' V SH- ENLARGED BRIDGE PLANS M `Q ej�NLARGED BRIDGE PLAN „4' -' 22 — 93 2/6� 022 BRIDGE ELEVATION - WEST fiH EE.. A5.02 LEVELS�I IEVEL2 Il 149'-5" I I POOL SECTION SPA SECTION LEVEL S� iB0'-Y V im Lifitl-9EVELS & ' D I I I � I � I I I I ° �M° I I B I I I rl I I I I I � � I � I I y � Q au=9 a %RGED L AND .03 z9 a 4 z- 14.4 (1A 14.4 ZIA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- - - -- - - - - - - - - - . . . . . . . . . . ................................... . Up LEASING OFFICE ENLARGED PLANIRCP City Council 22-95 12/6/2022 LEVEL I - DETAILS RCP ......... LEVEL 1 - LEASING OFFICE A5.1 0 C LEVEL 3 - FITNESS ROOM RCP %� ud•= rA• '} 13 — — J I I B I I a I _ Q- I loaf City Council -- LEVEL 3 - FITNESS ROOM 1N'=iw' L amee:woow—ru„—noan WOIOi-Wdo.—M \II FMMMMMEMMMMH LEVEL 3-CLUBROOM RCP 10 I I i as I -----------�-- -� ----- - - - -�- -� -----------�i�- -� I I j' I I I I I I I I I 22 — 96 - - I LEVEL 3-CLUBROOM 12/6/2022 o s g� z-s < N5sm 3ROOM/ ESS M LEVEL 13 z y � UJ F n� 41 - - - - - -- - - - 3z rc8 LEVEL 4 - YOGA ROOM 4 - YOGA ROOM RCP va• = ra G 13 i -----xi-x- 7— BIDo�. B� snEEr nr�. ,i YOGA ROOM LEVEL4 City Council i IL ----- 1 22 — 97 12/6/2022 LEVEL 4 - va• = rn• OGA ROOM 1 A5.12 14 14.4 i6 16 �Q G 63 -- - - --- —f - - - - - --- — L J LI I I_ — 0 0 0 OL 4m I O o O o —79 o - ---- -- - -- -- o o x Q4 I I I LEVEL7-ROOFLOUNGE1 ILI IF BID B— nr E. ROOF _.... _ LOUNGE LEVEL 7 City Council 22 — 98 12/6/2022 LEVEL 7 -ROOF LOUNGE 2 ` B. EE . A5.13 —kD.— �-0101-aiw — REFER TO OVERALL PLANS FOR EXTERIOR WALLCONFIGURATION j PER OVERALL PLANS ----------------------------------------------------------------- it __ ____________________1 _ f KITCHEN BALCONY '+ DINING '---" - -- BEDROOMS Ti ------------ - w � CLOSEY01 n SEDROOM-2 WING I�I1�1 CouncilCity I AMo3e,�D�I,SeNeMCMeObmApeHmentl229,9,-M,4;�� A�M 22 — 99 UNIT PLAN-ST-02 14" =1'-n L GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT you SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE R O�Q 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r < VZA 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =zA DEVICES PER SECTION (90].2A.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. 8. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. f0. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 40 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE aF`vo✓'+aa ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL ] DISHWASHERUNDERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITHII2'PERFT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2' MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNRVERTICAL IN 2 UNITS UNIT PLAN CEILING KEYNOTES REFER TO OVERALL PLANS FOR EXEERIOR WALL CONFIGURATION 33 WINDOW EXTERIOR SHADING DENCE, WHERE OCCURS, SEE ELEVATIONS. 5 a' ----------------------------- 34 WEEP SCREEMENT SCREED AT EXTERIOR SOFFITIBALCONY LEGEND O DOOR#SEESHEET1.1 WINDOW TYPE, SEE BED DINING WINDOW SCHEDULE W.H. WATRHEATERWIT1130" HVAC HVACFANUNIT HT. BUILD OUT BOX KITCHENIBATHROOM TYPE 1...1 GRID LINE #DETAIL#/SHEET# ------- ELECTRICAL PANEL INCANDESCENT LIGHTING E.P. ® RECESSED COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. MOISTURE 0 BID ® ® SMOKE OETECTOWALARM-SEE INCANDESCENT LIGHTING KITCHEN , LIVING q' NOTE 11 CEILINGG MOUNTED ® CARBON MONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM Q THERMOSTAT D DOORBELL ow iwaelwdeum: O "------- O ❑ d" CEILING RECESSED Q EXHAUST FAN W/HUMIDITY IW% INGANDESCENTLIGHTING SENSOR W/MIN. 50 GEM ® TELEVISION I CABLE OUTLET N TELEPHONE OUTLET _ _ CLOSET- _ SYMBOL DESCRIPTION DETAIL I - CONCRETE WALL --___-- ---- - WI =BATH'` - - ® CMU WALL _____ SHEET TITLE'. ENLARGED UNIT PLANS 3HR.RATEDWALL ARTYWALL IVA7.31 ® 2 HR. RATED SHAFT WALL ,OIA].31 I 2/6/2022 IHR.RATEDCORRIDORWALL 3/A7.31 PLAN -UNIT ST-01 I EETC 1/4-1L INTERIORWALLW/WOODSTUDW/ONE LAYER GYP. BD. ON EACH SIDE A5.20 REFER TO OVERALL EXTERIOR WALL CONFIGURATION PLANS FOR REFER TO OVERALL EXTERIOR WALL CONFIGURATION PLANS FOR ______--______________________________________ _I I - ----- LIVING I BEDROOM LIVING ------ q S a BEDROOM _ I w w DINING Cu CLOSI DINING rc a O a LL n _= J LOSE � � CLOS p BATHROOM W/ _ ___ i(i�•____ _ it City Council PLAN -UNIT 1B-03 94" = P-0• AM kDownSaMmHanAo0n 0101- do. A,m.m 22 — 00 PLAN -UNIT 1B-02 2 1/4.= ' PLAN -UNIT 1B-01 ll =1'-0• REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT you SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE R O�Q 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r < VZA 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =zA DEVICES PER SECTION (90].2.1.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. 6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF d SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 4 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE aF`vo✓'+aa ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL ] DISHWASHERUNDERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITHII2'FE11FT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES LEGEND DOOR#SEESHEET1.1 WINDOW TYPE, SEE WINDOW SCHEDULE W.H. WATRHEATERWITH30" HVAC HVACFANUNIT HT. BUILD OUT BOX �KITCHENIBATHROOMTYPE 1...1 GRIDLINE #DETAIL#/SHEEF# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. ® DETECTOWALARM-SEE INCANG NOTE1 MOUNTED CARBON CARBO WACEILL MOUNTED LIGHT ® DETECTMONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM Dn QT THERMOSTAT D DOORBELL YalNa 4" CEILING RECESSED Q EXHAUST FAN W/HUMIDITY 4 XX2100%0D INCANDESCENT LIGHTING SENSORW/MIN. 50CFM IS TELEVISION I CABLE OUTLET N TELEPHONE O—ET _ — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL SHEET TITLE. ENLARGED ® 3 HR. RATED WALL/PARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 10IA].31 2/6/2022 1 HR. RATED CORRIDOR WALL 3/A].31 INTERIOR WALL W/WOOD STUD W/ONE LAYER GYP. BD. ON EACH SIDE SHEET# A5.21 GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT you SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE R O�Q 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r < VZA 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =zA DEVICES PER SECTION (90].2.1.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. 8. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 40 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LOCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE aF`vo✓'+aa ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z y� O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNDERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE FEEI DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH1/2'FE11FT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGUMTION REFER TO OVERALL PLANS FOR [EXTECONFKkFAl10N 39 WEEPSCREEDIVENTSCREEDATEXTERIORSOFFR8ALCONY - - LEGEND BALCONY IF BALCONY REFER TO OVERALL PLANS FOR a' EXTERIOR WALL CONFIGURATION 33'-4' I LIVING ; I LIVING L -------------------- i DOOR#SEESHEETA].1 WINDOW TYPE, SEE WINDOW SCHEDULE W.H. WATR HEATER WITH 30" HVAC HVAC FAN UNIT --------------------- 33'4' _____________ _____________________________ ______________________________ a DINING HT. BUILD OUT BOX KITCHENIBATHROOMTYPE #DETAIL#/SHEET# GRID LINE INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED - - - - - - - - - BALCONY--- CONY LIVING BEDROOM BATHROOM J BEDROOM COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. LIGHTING SMOKE DETECTOR/ALARM-SEE O INGANGMOUNTED CEILI NOTE ll ® CARBON MONOXIDE b WALL MOUNTED LIGHT BID _ KITCHEN 4 DETECTOR/ALARM THERMQSTAT D DOORBELL 1 , I IIi ____ ®® �:____ O w 6 ° DINING S W K ❑ d" CEILING RECESSED Q EXHAUST FAN WI HUMIDITY INCANDESCENT LIGHTING SENSOR W/MIN. 50 GEM IS TELEVISION/CABLE OUTLET N TELEPHONE OUTLET - vsi mzlsr rssN cxscK - a > i ' J DINING CLOSET w o w - CLOSET a L -CLOSET - - - J w a - - SYMBOL DESCRIPTION DETAIL CONCRETE WALL ________ OOM 'BATHR� --- r W K_IT_C_HE=Nfi --.i •�i ____•�i Ii ________T,i to II , BATLHROO-_M-______ r - -_SxETITLE . ENLARGED UNIT PLANS CMU WALL ® 3HR. RATED WALLIPARTY WALL 14IA].31 ® 2 HR. RATED SHAFT WALL ]/A].31 12' V' fi' 3" 13' 11" Innnn ,OIA].31 22 - 101In 1 HR. RATED CORRIDOR WALL 3/A7.31 PLAN -UNIT 1B-06 PLAN -UNIT 1B-05 PLAN -UNIT 1B-04 SHEETC INTERIOR WALLWIWOODSTUDWIONE o LAYER GYP. BD. ON EACH SIDE A5.22 AMme:l oownS,m�AnaMmHanAo�n,�x2zfi,fi,-M,a;o� A,m.M REFER TOOVERALL PINS FOR 9 EXTERIOR WALL CONFIGURATION REFER TO OVERALL -- -------------------------------------- I I UMO EXTERIOR WALONFGON I 1 I ' ---------------- BALCONY --------------- BALCONY _ y _ _ �_ ______________________ ! BEDROOM-, BEDROOM-1 LIVING LIVING I. OS BATH, BATH-1 O DINING DINING BEDROOM4 ® CLOSEf CLOSET ----- I WI KITCHEN y, , KITCHEN , BEDROOM-2 r &TH-2 ------------ El _ _ REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION �i BALCONY/ I T I I I I II j I - LIVINGBEDROOM-2 9' it nci-11'-5--------- - = ,0'-B._ B'-," 2 — 102 26'-7" 2q• ]• PLAN -UNIT 26-03 � PLAN -UNIT 26-02 v =ra" J lw'=l'-u' G AMme,2DownSaMmHmAo IWX0101-M,a:o. Am.m GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT w p om rcN�u SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =ez DEVICES PER SECTION (90].2AD)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS0 SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 DEC W7.2.10.B(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2- ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRING(HARDWIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNDERCOUNTERTOP 0 3T ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH PERFT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICA_ IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES ---------------- ________J LEGEND O DOOR#SEESHEET1.1 WINDOW TYPE, SEE BEDROOM-1 WINDOW SCHEDULE W.H. WATRHEATERWIT1130" HVAC HVACFANUNIT HT. BUILD OUT BOX KITCHENIBATHROOMTYPE 1...1 GRIDLINE # DETAIL #ISHEEf# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. R CEILING RECESSED C.C. COMMUNICATION CONTROL BOX MOISTURE PROTECTED BID ® SMOKE DETECTORIALARM- SEE 0 INCANDESCENT LIGHTING NOTE 11 CEILING MOUNTED ® CARBON MONOADE b WALL MOUNTED LIGHT DETECTOR/ALARM Dn O OT THERMOSTAT D DOORBELL YalNa d" CEILING RECESSED Q EXHAUETFANWIHUMIDITY DD INGANDESCENTUGHTNG SENSOR WIMIN. 50 GEM ® TELEVISION/CABLE OUTLET N TELEPHONE OURET _ JCLOSET SYMBOL DESCRIPTION DETAILCONCRETE WALL SHEET TITLEENLARGED CMU WALL ® 3 HR. RATED WALIJPARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 10 /A].31 4/612022 1 HR. RATED CORRIDOR WALLINTERIOR O ER GYP. BDLIWOODWIONE SIDE LAYER 1� A5.23 2T 2r.io^ 22'-9' 8'-4" 14'-8" CLOSET CLOSET I WIp _ CLOSET CLOSET BED A-1-1 _ u a BED O p ----- City -Counc7 ,N�; --------------------------------------------------------- PLAN-UNIT LW-UPPER-02 IN' = ra. AGN kDwaIISeNe4ne Me0Hm Apatme WX0101-Wd.. NdiM PLAN -UNIT LW-UPPER-01 va• = rn. GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT w p om rcN�u SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =ez DEVICES PER SECTION (90].2A.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS0 SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC 90].2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2- ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yt O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRING(HARDWIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNGERCWNTERTOP 0 3T ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS, SHOWERFLOOR/ WITH PERFT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES SYMBOL DESCRIPTION T 31 FAU.INCEILING SPACE 32 33 WINDOW EXTERIOR SHADING DEVICE,WHERE OCCURS, SEE WINDOWIEXT I I I 10, ____ 34 WEVATONS W. EEP SCREEONEM SCREED AT EXTERIOR SOFFRMALCONY LEGEND KITCHEN � I I O DOOR#SEESHEET1.1 WINDOWTYPE,SEE --- WINDOW SCHEDULE W.H. WATR HEATER WITH 3W HVAC HVAC FAN UNIT HT. BUILD OUT BOX J KITCHENIBATHROOM 1...1 TYPE GRID LINE I� #—DETAIL#/SHEET# 10 INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED l� DINING �C COMMUNICATION CONTROL BOX MOISTURE PROTECTED BID LW-UPPER-02 ® SMOKE OETECTOWALARM-SEE INCANDESCENT LIGHTING NOTEll CEILING MOUNTED ® CARBON MONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM g QT THERMOSTAT D DOORBELL __ ❑ 4" CEILING RECESSED Q EXHAUST FAN W/ HUMIDITY °YORws t00%W LW-UPPER-01 INGANDESCENTUGHTNG SENSOR W/MIN. 50 GEM U TELEVISION I CABLE OUTLET N TELEPHONE OUTLET — SYMBOL DESCRIPTION DETAIL CONCRETE WALL OFFICE/LIVING ® CMU WALL SHEET TITLE. ENLARGED ® 3HR. RATED WALL ARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 REFER TO OVERALL PLANS FOR EXT0 /A].31 1 HR. RATED CORRIDOR WALL 3/A7.31 4 INTERIOR WALL W/ WOOD STUD M ONE LAYER GYP. BD. ON EACH SIDE ---------------------------------------- PLAN -UNIT LW-01 SHEE # A5.24 City Council I I awes,LDIWX0191- dW. 22 — 104 PLAN -UNIT 1L-01 UPPER 2a•-D• - REFERTO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION --------------- LIVING BEDROOM CLI11 PLAN -UNIT 1L-01 LOWER %� GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT w p om rcN�u SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =ez DEVICES PER SECTION (90].2AD)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M" IN HEIGHT AND MAX. OF d SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS0 SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 DEC W7.2.10.B(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2- ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z y� O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BU=R MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRING(HARDWIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL ] DISHWASHERUNGERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE OPENING WITH TEMPERED GLASS. SHOWER FLOOR 1YY' PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE I UNIT PLAN CEILING KEYNOTES I LEGEND DOOR# SEE SHEETA7.1 WINDOW TYPE, SEE WINDOW SCHEDULE W.H. WATRHEATERWITH30" HVAC HVACFANUNIT HT. BUILD OUT BOX �- KITCHENIBATHROOM TYPE 1...1 GRIDLINE 4 — DETAIL # / SHEET# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. 0 CEILING RECESSED C.C. COMMUNICATION CONTROL BOX MOISTURE PROTECTED ® OETECTOWALARM-SEE INCANDESC LIGHTING NOTE1 MOUNT NOTE11 CEIWALL MOUNTED LIGHT ® DECANDON ECTMONOXIDE b WALL MOUNTED LIGHT Dn THERMOSTAT QT THERMOSTAT D DOORBELL YalNa 4" CEILING RECESSED Q EXHAUST FAN W/ HUMIDITY DD INCANDESCENT LIGHTING SENSOR W/MIN. 50 GEM G TELEVISION I CABLE OUTLET N TELEPHONE OUTLET _ — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL SHEET TITLE. ENLARGED ® 3HR. RATED WALL ARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 10IA].31 2/6/2022 1 HR. RATED CORRIDOR WALL 3/A7.31 INTERIOR WALL W/WOOD STUD W/ONE LAYER GYP. BD. ON EACH SIDE EETC A5.25 14-4 F- 15 7M77 "'Il City Council LEVEL 4 - 7 CORE 1 LEVEL 3 - CORE 1 LEVEL 2 - CORE 1 11-1%IT 14 14.4 15 77 LEVEL B - CORE 1 12/6/2022 < z� %RGED E STAIR .31 ........... ........... LEVEL 3-7 - ELEVATOR 2 LE4L 1 - ELEVATOR T LEVEL 3-7 - STAIR 2.1 LEVEL 1 - STAIR 2 2 5 : L ------ ---- VJI -LE %RGED R PLAN -22-- ... I I � Lt=� -City- - I ///A I — �, -4 --@ l KI N 12/6/2022 " a I I ene LEVEL B - ELEVATOR 2 LEVEL 3 - STAIR 2 LEVEL B STAIR 2 A5.32 z 2 < Fzzzzz� ................. . . . . . ------------------ -------- Rz, Sun LEVEL 3 - STAIR 3 ig - — -- — -- — -- — -- — -- — -- T — -- 711111177 31 -a- LEVEL 2 STAIR 3 1/4' - -- - -- - -- - -- - -- LF,L ----- I I L---- B LEVEL 1 - STAIR 3 2 2 EM I I I I I I I I N T-17 T' -1 11LE ENLARGED AIR PLAN ST City Council 22-107 12/6/2022 LEVEL 4 -7 STAIR 33 LEVEL B - STAIR 3 A5.33 Cliiry-Council J LEVEL 4-7 STAIR 4� J AubtleaM OwallSeme Me Metlban ApvlmenYY10,0,-Ebtlian Ndi.m --- - ® I LEVEL 3 -STAIR 4 v4•=,•-0• Y \J LEVEL 2 - STAIR 4 3 -= l'-o• LEVEL 1 - STAIR 4 v4• = r-0• G 13 14 i i 22 — 108 LEVEL B - STAIR 4R v4•=,w• i 12 i4WIL---- I LEVEL 3- ELEVATOR 4 9 11 12 LEVEL 2- ELEVATOR 4 Q 11 12 i LEVEL 1-ELEVATOR 4 11 12 ui i ------ LEVEL B - ELEVATOR44 12/6/2022 y � Q %RGED R PLAN .34 I LEVEL LEVE� 2 SECTION A LEVEL4 LEVEL�3 � ifi0'-Y V EVEL2 149 L LEVELI & 8' V LE EL B 128' 9' 22 - 109 R 1 SECTION 2 1 SECTION A 12/6/2022 DD 'AIR .40 il.I.I.I.I., ............... LEVELS 1 M--OWER -43114 i STAIR 3 SECTION B 2 4 2 5 I'A' I -EVE L o LM LEVEL4 LEVEL, EM M LEVEI-3 CI �z MAX U' TRB.-.L-& 24 211- g,z M sps EVELAV& 20V 51 O LEVEL -E V E 7 3141 4-'�9 ___j-,EVE 4 LEVEL I & --LU 2 14 SHEET 11TlE'. STAIR AND 12/6/2022 -ETI A5.41 C 12 MWJ LOWER _ ROOF 11 u� Z R O -m 223'-9' ¢ Q mQ a W is UPPER ROOF & 226'-2112' V I 26P-51/4" V I I M42ZILOWER �o S OOF I� 210'R ; rc 8 m �_ LEVELS IIIl I $sm a F arc_ LEVEL ] I� 20tl-5114' 1 O 3 2 _ LEVE4 V 180'-]14" l7 vig LEVEL6 190'-81� —79 a4 _ LEVEL4 I\ I w a I LEVEL s /� i6tl-] 3l4' V � o¢'Ts u 4 JJ IIll 1fi0EL9' >/ I I I LE Ni-& 1]tl-9' V _ LEVEL2 l� —149'-s' STAIR 4 SECTION B L 169•� 1.4 13 LEVEL 3 18tl� I I I LEVEL 2 I\ 14B'-5' BID ; I Ymzpaz oo SSr BI I LEVELI /� 138' 9'• V — — E ELI 138' 9" V I SHEET nTLE. STAIR AND ELEVATOR SECTION F1B LEVEL9" �fi �l 128' City Council — LE2B�IEL�i 12/6/2022 STAIR 4 SECTION A ELEVATOR 4 B.- — kDwal,Seme-McEbmApeHmen 0191-Me4leon_�.M 6 5 4 3 2 I wI 01 0o I ¢I LEVEL 3 - STAIR 6 10 DING R PLANS Q 1.43 uA,.M „ft-1-01M-w TYPE D FIRE WALL TYPE D UNIT DECK TYPE G INTERIOR STAIRS TYPE G TRASH ROOM IFF TYPE G TRASH VESTIBULE AFF TYPE G BOOSTER PUMP ROOM TYPE G POOL DECK Ir-ouncil --------- TYPE U ENTRY TYPE I UNIT DEBI DOOR LEGEND . . . 22-114POINT . . . . 0 DOOR SCHEDULE COMMON DOORS q NN, 1-1 1-1 A M 1. 1. DOOR SCHEDULE UI TE DOOR SCHEDULE STOREFRONT DOOR S ACCESSIBILITY NOTES BID BHBET ITUE DOOR SCHEDULE B.EETI GENERAL NOTE A. EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL B. IN ACCESSIBLE UNIT, SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES B� MM) OF THE KNOWLEDGE OR EFFORT. Fl ISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTE DING THE FULL WIDTH OF THE DOOR OR GATE. B THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SM-, UNINTERRUPTED SURFACE. L. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAIL-E SYMBOLS ARE SPECIFI I-Y REQUIRED IN OTAER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1110 INCH 0 ALL REMOVED (DEMOLISHED) DOORS TO BE RE -USED OR RELOCATED WHEN POSSIBLE, SEE PLAIN (2,5� MM) ON CENTERS IN EACH CELL WITH 010 INCH (SUS MM) SPACE BETWEEN GELS. MTS SHALL BE ED RELOCATION NOTES. STORE ALL DOORS WITH FRANES, TRIM AND HARDWARE UNTIL COMPLETION RAISED A MINIMUM OF 114 INCH (0.635 MIN) ABOVE THE BACKGROUND. ALL SIGNS AND IDENTIFICATION OF THE WORK- SH L COMPLY WITH TITLE N, SECTION 11 17B.S-1 117BSAB D. A EXIT DOOR(S) SHALL BE A MIN. OF - X - WITH A MINIMUM SWING OF NINETY (N) DEGRESS. M. PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY OTHERS. WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C,BC. -3.3.1 AND 1W- N NOT USED. E CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS, SCHEDULED FOR NEW 0, UNDERCUT DOORS ONLY AS REQUIRED PER MECHAHICAL PLAINS, OR AS OTHERWISE NOTED. DOORS, LOUVRES, PANELS ETC. ' A L NEW DOOR FRAWES TO BE BY 71MELr, FINISH AND COLOR TO MATCH EXISTING WITH SOUARE- 16GED TRIM (NOT TAPERED). G PAINT ALL FRAMES, UNLESS OTHERWISE NOTED. FROM A' -0- ENM-S-IT-ION OF 70 DEGREES, THE DOORWI LTAKE AT LEART3 SECONDS TO MOVE 3 IN HES OSMM) FROM THE I-ATCH, MEASURED TO THE I-ANDING EDGE OF THE DOOR. 12/6/2022 j MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS 38N) FOR EXTERIOR MD INTERIOR SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT TNE-C-E-NTE PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOBATIC DOOR OPERAJO S MAY BE UTILIZED TO MEET THE ABOVE STAN ARM. WHEN FIRE MORS ME REQUIRED, THE MAX MUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM WINDOWSCHEDULE 1 TYPEA-SLIDING 4'-6" d'-8' SLIDER GL `� O TYPE A -SLIDING I I I I I I BP 1.1 TYPE A-BLIOING 5'-6' d'-fi' SLIDER GL o N �m 1.2 TYPEA-SLIDING 9'-T d'-9' SLIDER GL FEE101 1:1]l wl0xc a 2 TYPED -DBL FIXED S.- B' -B- CASEMENT GL G V� 3 TYPE E-DBL FIXED 2-6-- CASEMENT GL W �� 3.1 TYPE E-DBL FIXED 2'-6" T-9" CASEMENT GL ❑ Rxm cuss.0 0.o. 3.2 TYPE E- DBL FIXED 3'-0- 6-6- CASEMENT GL 3.3 TYPEE-DBL FIXED Y-0" 8'-3' CASEMENT GL 3.4 TYPE E- DBL FIXED 3'-6" 6-8' CASEMENT GL A.FF SS TYPE E- DBL FIXED 4— 6'-6- CASEMENT GL ____ 0 ____ ______O ____ _______ 0 4 TYPE F-TRIPLE FIXED 5'-0" 6-8' FIXED GL 4.1 ITYPE F-TRIPLE FIXED 8'-0- 6'-8' FIXED GL TYPED -DBL FIXED 5 TYPEG- SLIDING WI 4'-0- A. CASEMENT GL FIXED BOTTOM FIXED BOTTOM 5.2 TYPE G-SLIDING WI 4'. 6" 6'-8' CASEMENT GL 5.TYPE 5'-0' 6-fi' CASEMENT GL FIXBOTTOM ,tio Z. FIXED BOTTOM rc 8 5.3 TYPE G-SLIDING WI 5'-4" T-9' CASEMENT GL 3F FIXED BOTTOM SA TYPE G-SLIDINGWI 5'-6' 6'-6' CASEMENT ---M FIXED BOTTOM ~9Sm A.F.F m 5.5 TYPE G-SLIOWI V-6" T-9' CASEMENT GL zTD was --------- ---- FIXED BOTTOMM O5.6 TYPEG-SLIDING WI 6'-0" 6'-6- CASEMENT GL > nes> ce> rNs> a~a�� TYPE E-DBL FIXED F. e m m aIIIII� m A_F.F __ •-- ____ Ti TYPE F- TRIPLE FIXED 0. s, A_F.FA ______ _ _____ ________________________________________ O _ TYPE G - SLIDING WI FIXED BOTTOM d a m b a b m �IIc m b A_F.F F � F ❑ F ❑ F e Pb b m m i m Fm m .______A.F.F _ - _ 0 O O 0 TYPEH-SINGLEFIXED�� A.F.F o City Counc� o 0 WINDOW PE �22 —114 111=1'1 GENERAL NOTE - A. PROVIDETEMPERED GLAZING PER CBC20fi.4: 1. WITHIN M' OF A DOORWAY AND LESS THAN W' ABOVE A WALKWAY SHALL BE SAFETY GLAZING. — 2. WITHIN fiO' VERTICALLY AND 3S- HORIZONTALLY OF STAIRWAYS AND LANDINGS. 3. ALL IN LESS THAN 60' ABOVE A SHOWER OR TUB FLOOR AND WITHIN Bo' HORIZONTALLY FROM FIXTURE'S WATER EDGE. B. MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS W' C. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS, SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC. SHEET nTIE'. 12/6/2022 9 Aw kD--MmHa,A-0I01-WdW. — .30 S-10 ,ra —, I V S-8 ,ra —, O city uouncll S-6 va•= r o• V S-9 S-7 LL — 1 -1 0 S-5 vs• = r-a• J S-4 va•=ra• '} S-3 S-2 l L/t�/LULL S-1 va•= r-a• .41 S-19 XRF S-18 S-17 City Council [Ell S-16 --------------- I ` -- S-13 - = 1W S-14 S-12 22 — 1 11 112/6 O,' )2 z < z9 a 4 < N 5 S-11 ,r,• = T., .42 City Council NOTES - INSULATION SCHEDULE ry—EN""I F E—.—L.E-1—N. &N1T.1.—:1TEN1%TE7T2EY21 M.NT—EN INN TNE 8ILF—ES WHEN "' ` OF MLLT "E 5 01 0 ND 'T" F—FT I FN.VTNE IE —NN.-170=07 .."T I 1��INIL IENVETEN I.NIE .1 E.111— EE III — T. T L11 EER ..IEHTR1VE1I NOT N- I T� EL111 1 -I. I - .—FTEN LN S.—EF EE EI 11 .—Y M. -- -NE ... T.. I - IN E-ETER —L E 11. soaroMs NIN,EI,R.LEN`N% N�� Z EUE=�T i OF TNI NE WNFN" . . — = " nV, — E ATTA TO THE TURE N� ECTLON' N F RII NOTES - ACOUSTICAL CONTROL I HIR ZONTAL IT%- -.NHI." I I I 11RI —N ONE NE.0 NE AN N. , RE . TEET ggT V EEE ETNU FINE F.V E— E.. U 5 EFE11 11 NEELIFEI II IRITELITIEN — INELNBEN ATIN. NEELIFEVEN EEE -ET 6 PLAE=1P.ENFENE I P�AMR��Y� L FESOMW E�Bf NA NAL LN 11. . —1 FNN, LESEALL= VL N= E 'MN"r FL_ (11 IT UL III INLVEI) NNT 11 FIRE NAT11 V-1, 11— LEINEE I .. NE,— EE FIRE PROTECTION AT STEEL N�,EANL N..NFLUIVE.11 12' .IN,.T NEEENN. NT.T.—EN "I'Mr NEW E`—N'H`E= W, TI. 111 11111AND 1111TOTHI NNEE III PA N� N LN N M—F.1 9 PROVOE "'I'T"NPERECHEDULEAND F0VVIN6 TO C V� I �ENNETS I V TON 8�, �OFV�EH,��L�TUM,==I,�,E,��,�HICI N EE 1 VV1AFEFLE0 E "E N� P, L, nT N PRg� r E 1. FHE E R AT FNE EEILNE N, THE —ND LEVEL "INE ETOR Ea"N KLUDINGTHEILMI)NANYELEV—R 10 RXF,%E MSH=B�REULPLN8TP.GASMALOII'l�TEI 11M1UITNNE1 E"Ip1UL'"AT1F1 AT X TH M 'E. I THEEMY —V M THIE I N.T IF F1IIIEMIEIIH.L�ETF—EAIILEN EFE1ULD 1E EEUI HL.E,ET ELS-.IEIILEII—RII.NLEW.N.=.1ATO-..O.. FDETR11T = AM LEE0L1L'IM THE FUTTE-1 N I ANE —V .1— EEMILIEI N-1 11 THEEE IF-I-E z9 a 4 z- ,Ez < N 5 9 kD101dW, 111 2' All"MIT I I I — INNUI 11 1—H 11 1"1UI 11 REIINE1 I 1111111"11 , ALL P111 TI 11 1 NOTES -FIRE BLOCKING+ DRAFSTOPS �5) � NOTES_ ELEVATOR ACOUSTICS NOT-11ES - CONST. ASSEMBLIES 1= T.- .01 City Council milli 77m ROOF -CEILING ASSEMBLY PAVERS � ROOF -CEILING ASSEMBLY � 1-HR FLOOR -CEILING - COMMON � 1-HR FLR-CEILING (HARD SURFACE) vr•=r-o^ IV ivs^=r-o• IL vr=r-0• V , la. =rn• Y „u cwcaere w000naucnaau�inN�GaonE r�oaysnEn,nmc aEa sraacnau 'Amy"' I oamiu. ve —E xcros�meonao e1. FLOOR / CEILING AT STAIR LANDING UNIT FLOORING FINISH TRANSITION EXTERIOR DECK ASSEMBLY 1 vs^ = r-o• I I , vr^ = r-a^ / 1 ur = r-o^ J v ►�►1��1 � Ili . j 1-HR PROTECTION @ BEAM 1-HR FLOOR -CEILING AT CORRIDOR � 3-HR FLR-CLG - CONCRETE PODIUM yin•=r-o^ IV nn^=r-a• V iin�=rug L c�w1e"Rc T% onca,1 1 R=uTmnmm .,.eo aeame,En isaanon sna. ae ROOF aEF„,,,,,,,,. _ nE.�sm.oao „�.,.,.�..----.._.._._. 12/6/2022 1-HR FLR- CID I CORRIDORS 1-HR FLR-CLG W/ DROPPED SOFFIT HEET. A7.11 9 ko,.,. dW. TEEL�R CONCRETE SZpN EN NNi StU i tsys�Ei�Mix..M.niato F-...F..AEVowuLTIU. BE .EMNcwxEREoccuas aMI GeOINNIT nACRXIFER TO siauc♦uRAL siuuwn 11-1—Ex NOTw 1sinus OR IN a.�sPEANPoa °"CTCN FoasaE F —aaEoauTwA-aEa NAN. oE.w �E aMI.T. a„aUk E.1.1UTNNEaN1.00E� ETg EswN �aS MswL.wwsoawwo s " CEILING HIGH PARTITION (METAL) 12 a° °R E� wFoxNoaa NFaF ax >TF oa �IMaTFF 3" = V-tiENT OT ALLIATTON �OM.1_R TIME 01 N—LORRIN OP vsTEMI Is,'. THE JOINT—TEM Is ETC _EEN _TUP UP THE NOUN YTMMER _MN, PPPL EC TO CEIUN. RN-1 ON EAC. "`R RUNNER AND WITH TOP NE8T NO ON CEO FOR A I RATED HEAD WALL AT METALESTUDS xo�x 11n^=1b^ �} . y o- Q ¢ V� a w =9 a 9 3 Z 0 ANFm 1-HR FIRE PARTITION UNIT PARTY WALL Q 2-HR STUD WALL 3-HR WALL AT GARAGE CORE METAL FRAME WALL NOTES CMU WALL -METAL STUD a"=1'1 1 V 3" =1'-0" 15 a" =1'-M I I 12" =1'L' / a' =1'-0" J smucnR:P aC PER plmii+s N.ry of sLPT—N TM�ry 1giE. wxEAEnssEMELv SVBEO s1RUCTU LFUNs. Ery EASTErvEa REO.TNE—PIER, sEE ��xO wxEREa PC a sxAn Lxsa urFn Orsle xrE x'RA.NO Asxaa j saK RATED MRNEP , xlsn f: EEIEBNBs"jl �w DE OR urEasre'rnE xFre sO. Encx MIREPCOU.—N.—Ox PER NEXGLE aE a 1 NOT n mOLOa[ssTarvTcrv. sO. uaaO FOa ruTxO "ET'—' om w ncaVsrcusEFa RuiONE wuLTvaE aER eLu,arvO scxEOVLE t.. wnTEasutx Ea jl ' 3 nxo EAsnER IRI.�jj Roo xc=UMw E n nrvO scxEwLE su In ErvaxEEPER I. 51[a lE�sus[ow� jj brvs LL PARKING ROOM 1- uO 1ON RI " rTwcAL V.uO Ea1O TxE.—N..-11 w, MEO. � ; �' -ENE o T m«E Tom,,, 'CUP —C ME, EMExF.o 1> Aux oPEaaoo �R MBLvwxE rvN.,sRu�Rwa1rvE ;r. E� APxR� :.:..L 1-HR CORRIDOR/ UNIT PARTITION WALL � 2-HR SHAFT WALL - METAL 1-HR RATED BLDG EXT. WALL (METAL) TYPICAL 2 & 3-HR CONC. WALL OR COLUMN CMU/METAL STUDALL IQ a•=r-o• I`^F a^=r-o^ IV a^=r-m V 11n^=r-0^ L J% I I .. City Council + MNTxoE HERB —119 �.FOaaEx�Tpry12/6/2022 NON - RATED FURRING WALL WALL � 1-HR FULL -HEIGHT WALL FRMG (METAL NON - RATED INT. METAL STUD WALL � 2 & 3-HR CMU WALL ASSEMBLY � CONCRETE / CMU WALL NOTES � EET. a•=1Lo' I / a•=V-o• IJ a .-IY .7 a V-1Y J 1r=r-o• A7.21 «D� RMAna ,MRx1R,.M E z NSWnSMsrvis wp o o �Q S �o S 3z rc8 JGUISHER «oNORaNsm ,~Ew�oiN —NTWs.R 1 ao� To s ELEVATION SECTION a WHEEL STOP DETECTABLE WARNING SURFACE TRASH ROOM CURB CONCRETE CURB AT RAMP a•=, 15 ., 11 1 -� 7 1=1- )w AGE & PIPE GUARD � TILE FLOOR BELOWe�N E �1 TRAFFITFMARKING - STOP anoee:w oo�nS,m�a�aNm��o�n�Nazo,a,.Naa;o� am.M TRAFFIC MARKING - FORWARD ARROW .22 City Council y � �Q a w =9 a 4o s g� zs < N-------------- 5sm ulx�EMRFTUREN5To T*NOFI Z 1 I-------------Mo AN'U E°„N,xA row:, wxl`_ o oi� 'EMN. aNEATI!° °Hx°NG�aE ° ° x,�N�°F�E _N Es nx E °E N N N. ao d°E°. a 4 IFERRINGEN,ENTRc E N EmaEa OB-N °. °�NR PERPaN° x R xE°F «E E�R� °°°EAR.N E H a K E`IE . E�`_INE E EV GHARGIN. CHARGING ONLY NO PARKINGL�t'I"'E ONLY,t°atxa E. E. °Ec„Ea,xat, Wm,AN' gnu LIES 1E9S lx mrv�m MWIRT1oFmEEV SR°ACEis,z rE Exon "° °° °°' ° PARKING - TYPICAL EVCS STALL va•=rn' J I I E II ns�� it sER sT°xa_Ns aNN E. o� s.An°um muaAHP xca _%,Ia_A°1sraEsa iv R�PARKING - TYPICAL STALL L s�s�up sEcnsr e °°EssIEIE°AR wNPEROE.aoN° °A°N° °NE �� IEEANxE. ro r>°ALPE r —, �la°,n''"U`NSEN eLr nru=. GARAGE & �N�RE.°E°A.sEa°,i, xEa GENERAL sN H s PARKING I�,.ERs """ _ DETAILS NO RKING � 22 — 121 01 6/ZQ2 NAP spy° PARKING - TYP. ACCESSIBLE STALL 1 A7.23 Awee:w Gownsama ru„xmNa,A°aa�uazoto,-N,a;o� am.m z 0 FlRERETPRMMimFATEG FLAMING R < DPL=D Z. IV, 1 A A I N pig m I. I q 1 :4 1 Up'I P-mg Im K1 a 151 ZARTLYL, W, US I ME OPEN prom- 7U,TT IWN.53TOM, 1. U-I-D-IN.T.N. �D u. H T,. 3-HR FIREWALL AT INTERIOR 1 -HR WALL PARTITION I 2-HR EXT. (BEARING) WALL c 1-HR EXT. (NON -BEARING) WALL E TG 4*0CATV"T'oMI TETEM1T11A 'L, Ll 10,1 T'Er IITI 1 1. 111 1E 11EI DEHII 111-L 111 E 111T REI 11111 IUI 1EI III _U INT. EXT. �TSU� Y 'H N G 8 L "'L' 1E 1E,_ W L, THE N "THE -11, 11 AN. TE EOGwEGFlEER 11rU11E=27E`R"P1ETLT EER 7 1E W`=8HMTA5E=D_ 4N Toa ..,�,5,WEHDjC IINT "'My "W'" �EEREOM�NNT 'N FIT D"ENT $,_R STENC,1,� 110-E...) NTH � ERE", _N M11ITED 1E11E E, L=� 3H �4T 8 � NO 8R E� �AR P OE ITT E_:�D =N' F E%4LI.�_IE0,T�HL!,D_ U". I ITn == T_ �T A`LL, "�ALD-DAT1TE..1E A� A "SU-1-PERMH.U. I '11E D - -IER - —T L TIEE11111 _�LAT.2=_ U.. 12 j T 'ED - City Council 22 U 2g TM-..D- ENN.Fl 1-HR EXT. (NON -BEARING) WALL - SIDING NON -RATED FURRING WALL 1-HR I NT. WALL - TYP. WOOD FRAME WALL GENERAL NOTES EHEET. 13 ' -'-IT _(:J 12' = 1w' A7.31 kD10101dW, City Council -B [ BALC ONY ONY �, �,.OR STORAGE R_W NO PER =N11 "1 11 RWI FNAJ T DN., T —L T �TAJ �TAJI �TAJIL �TAJIL �TAJIL �TAJIL �TAJIL Tj =U UNIT 2MITRUZI R� PIR FLOOR FRAMING AT UNIT/BALCONY1-HR FLOOR-CLG AT CORR./STOR. EXT. STAIR UP AT LANDING as of Fxi[woaw UNIT STAIR rox UNIT EXTERIOR Dxmc<y STAIR I R_ FRE,1 —TR-01 �A Topo' FMGH RMIATU" ..... 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STAIR CORRIDOR AT ROOF LEVEL �-�wmw.(RERpaorwLAR�-�iIft- FLOOR AT CORRIDOR/STAIR LEVEL 2 �z 0 < ,7.32 City Council —kD---—I01-BBdW. — I 8-1- H— 4T —VICry JOINT @ 2-HR SHAFT SHAFT WALL @ ROOF gzXuvwj -1—EPEN`='.81p= JOINT @ MECHANICAL SHAFT SHAFT WALL @ FLOOR / CEILING I I I @ CHUTE BECTIONIATCONCRETE FLOUR 22 Ej,-UA4-= O CHUTE P— AT CHUTE DOOR z. 14 A1111 SHAFT WALL 2 j PODIUMLEVEL owns --BEE — TEuL HER ITIEC—C",_ INAT—.1Bus U-1 "NSN"I I IDE I I SHAFT WALL 1 j;;DIUM LEVEL C"Tc=— B..., B. MIN LF-1-AND 0 ___E.1— BID CIIE, DD ..ERINT—.— @ SECTION AT HOPPER AND DISCHARGE C.- -UTE D— OP —TOR R—RED To E IER SHEET TRASH C'IU—HING TE,OM CHUTE DOM F—E ASSEMBLY @ ELE—ON AT HOPPER ,7.40 FIRE WALL NOTES O Me v� sss INTA, THE 'Aso nn.iNs City Council 3-HR FIREWALL-SECTION 00000000000000 000 0000 OCCUR SEPARATION / FIRE PARTITION (PARTY WALL) AT ROOF OCCUR SEPARATION / FIRE PARTITION (PARTY WALL) AT 4TH TO 7TH FLOOR OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL) AT 3RD FLOOR 1-HR FIRE PARTITION (DEMISING WALL) I 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL m 5 3z rc8 ag 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.n 15 FRAMING PER STRUCTURAL DRAWINGS 18 3-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL PX.X 17 WHERE ROOFICEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROORCEILING FRAMING SHALL BE OF 1-HOUR FIRE -RESISTIVE CONSTRUCTION. TIEFRAMINGANDELEMENTS $gm THAT SUPPORT THE ABOVE MENTIONED ROOFICEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTON MINIMUM _ aF`vo✓�+aa 1B PROVIDE A- CUPS AT 1— O.C. VERTCALLY BETWEEN WOOD FRAMING AND "H' STUDS FOR WALLS UP TO 23'-0' HIGH SPAN. FOR WALLS UP TO 44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0' O.C. VERTICALLY BETWEEN "H' WOOD FRAMING AND STUDS, TYP. MEASURED FROM BOTTOM OF ROOF SHEATHING G 3 -j 19 FIRE RETARDANT TREATED PLYWOOD- REFER TO STRUCT DRAWING FOR NAILING RED. 2U HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES 21 WHERE ROOFMEIUNG FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROOFICEILING FRAMING SHALL BE OF 1-HOUR 2 VV11 FIRE-RESISTVE CONSTRUCTION. THE FRAMING AND ELEMENTS THAT SUPPORT W THE ABOVE MENTIONED ROOFICEILING FRAMING SHALL&SO BE 1-HOUR CONSTRUCTION MIN. SOUND CONTROL NOTES DEMISING & FIRE WALL NSrANNEN Nrg. NUNEs �N PNmwAl�w,. aEooNNO ASSEMBLIES '. 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CONIC PATIO FRENCH DR SILL PODIUM LEVEL Planning and Building Agency santa-ana.org/planning-and-building Item # 23 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4t" and Mortimer Mixed -Use Development Project Entitled at 409 and 509 East Fourth Street AGENDA TITLE: First One-year Extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4t" and Mortimer Mixed -Use Development Project Located at 409 and 509 East Fourth Street RECOMMENDED ACTION Adopt a resolution approving a one-year extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 to December 15, 2023. DISCUSSION On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, to facilitate the construction of a new mixed -use residential and commercial development project located at 409 and 509 East Fourth Street. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration. The subject entitlements were in effect until December 31, 2021; however, due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant experienced delays in moving the project forward and constructing the new mixed -use development. During this time, a state of local emergency stemming from the COVID-19 pandemic was declared, which provided City Council 23 — 1 12/6/2022 Extension for Site Plan Review 2020-03 and Variance No. 2020-06 December 6, 2022 Page 2 relief to residential developers by extending approvals of residential entitlements to December 31, 2022. The applicant submitted construction drawings for plan check on August 1, 2022. The applicant submitted a subsequent submittal on September 19, 2022. Permits have not yet been issued; as a result, the applicant is requesting a one-year extension of the variances to ensure the entitlements remain valid by the time permits are ready for issuance. Since the applicant is currently working with staff to complete the plan check process, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 15, 2023. ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act, the approval of the time extension is exempt form CEQA per Section 15061 (b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution Extending SPR No. 2020-03 and VAR No. 2020-06 for One Year 2. Resolution No. 2020-093 3. Full project plans Submitted By: Minh Thai, Executive Director of the planning and Building Agency Approved By: Kristine Ridge, City Manager City Council 23 — 2 12/6/2022 RESOLUTION NO. 2022-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020- 06 FOR THE 4T" AND MORTIMER MIXED -USE DEVELOPMENT TO BE LOCATED AT 409 AND 509 EAST FOURTH STREET BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed -use development located at 409 and 509 East Fourth Street. B. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements. D. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. E. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021. Due to the various dates of approval and expiration on December 15, 2020 and December 15, 2022, respectively, AB 1561 does not apply to the subject entitlement. Therefore, the applicant is requesting an extension by the City Council pursuant to Section 41-647 of the SAMC. F. Due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant has experienced a number of uncertainties during the last two years that impact viability. These include construction and material cost increases, City Council 23 — 3 1216/3022 Resolution o. XXX Page 1 of 3 uncertainty in labor availability, supply chain disruptions, and financial challenges arising out of an inflationary/high interest rate environment. All of these challenges have created delays in moving the project forward and constructing the new mixed -use development. G. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 1, 2022. The applicant submitted a subsequent plan check submittal on September 19, 2022. The applicant expects to obtain permits and start construction in early 2023. H. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. J. The applicant filed a request for the extension on October 24, 2022. The extension request came before the City Council on December 6, 2022. K. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this day of , 2022. ity C�ur�c�iJ� 23 — 4 12/6/2022 Res o itron o. 2-XXX Page 2 of 3 Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney Ate-9wBy:_, -�- John M. Funk Chief Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- to be the original resolution adopted by the City Council of the City of Santa Ana on )2022. Date: Clerk of the Council City of Santa Ana City Council 23 — 5 Resolutions/0. 3022 XX Page 3 of 3 LS 12.1.20 RESOLUTION NO. 2020-093 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DENYING APPEAL APPLICATION NO. 2020- 02 AND UPHOLDING THE DETERMINATION OF THE PLANNING COMMISSION TO APPROVE AN ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT FOR THE TRANSIT ZONING CODE PROJECT (SCH NO. 2006071100) AND ADOPTION OF A MITIGATION MONITORING AND REPORTING PROGRAM FOR SITE PLAN REVIEW NO. 2020-03 AND VARIANCE NO. 2020-06 FOR A NEW MIXED -USE RESIDENTIAL AND COMMERCIAL DEVELOPMENT FOR THE PROPERTIES LOCATED AT 409 EAST FOURTH STREET (SITE A) AND 509 EAST FOURTH STREET (SITE B) BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On October 12, 2020, the Planning Commission of the City of Santa Ana held a duly noticed public hearing to consider various entitlements including Site Plan Review No. 2020-03, Variance No. 2020-06, and Amendment Application 2020-04 to allow the construction of a new mixed -use residential and commercial development consisting of 169 residential rental units and 11,361 square feet of commercial space at 409 and 509 East Fourth Street. After receiving public testimony on the item, the Planning Commission voted unanimously (7:0) to adopt a resolution approving an Addendum to the Environmental Impact Report (EIR) for the Transit Zoning Code Project, mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. In addition, the Planning Commission recommended that the City Council adopt a resolution approving an Addendum to the Environmental Impact Report for the Transit Zoning Code Project, mitigation monitoring and reporting program, and an ordinance approving Amendment Application No. 2020-04 for Specific Development No. 84 (SD84). B. On October 22, 2020, Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER) hereinafter referred to as "Appellant", submitted an appeal application pursuant to Section 41-645 of the Santa Ana Municipal Code (SAMC) requesting that the City Council reconsider the Planning Commission's decision based on the following reasons: Resolution No. 2020-093 City Council 23 — 6 12 6h0 7 I. California Environmental Quality Act (CEQA) compliance. Specifically, the Appellant states that the "City failed to comply with the GEQA by failing to prepare a project -specific EIR for the project"; II. The Appellant states that, "The City failed to comply with the Housing Opportunity Ordinance (HOO) by failing to require the developer to include affordable housing units in the project"; and III. The Appellant states that, "The Planning Commission abused its discretion by failing to read or consider comments submitted by SAFER." C. Pursuant to SAMC Section 41-645 (a), appeals can only be made on a decision or requirement made by the Planning Commission. Of the above - mentioned appeal reasons, the only action taken by the Planning Commission was the action to adopt a resolution approving the addendum to the EIR for the TZC. The subsequent appeal items do not satisfy the requirements of SAMC Section 41-645 (a) and should not be considered as part of the appeal: I. No decision or action was taken by the Planning Commission regarding the HOO requirements because the HOO did not apply to the project; and Consideration of a public comment letter received does not constitute "a decision or requirement made by the Planning Commission". Nonetheless, a comprehensive response and findings are provided below on all appeal items received, D. On December 1, 2020, the City Council conducted a duly noticed public hearing on Appeal Application No. 2020-02 and found that: The City complied with the California Environmental Quality Act (CEQA) requirements by preparing an addendum to the previously certified 2010 Transit Zoning Code Environmental Impact report (EIR). CEQA does permit the use of an addendum when the original EIR being relied upon was a Program EIR. Public Resources Code Section 21166 and State CEQA Guidelines Section 15162 clearly establish when an agency must prepare a Supplemental or Subsequent EIR, and when an agency is permitted instead to prepare an Addendum. If an agency determines that one of the conditions described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 is present, the agency must prepare either a Subsequent EIR or a Supplemental EIR. When none of those conditions are present, but it is necessary to make changes to a previous EIR, the agency may prepare an addendum. This process applies regardless of whether the original EIR is a Program or Resolution No. 2020-093 City Council 23 — 7 12/ 2 f 7 Project EIR. Nothing in State CEQA Guidelines section 15152 (describing the process for utilizing a Supplemental or Subsequent EIR or negative declaration) prohibits use of an addendum where none of the conditions of Public Resources Code section 21166 or State CEQA Guidelines section 15162 are present. Nothing in State CEQA Guidelines sections 15162 or 15164 prohibit use of an addendum where the original EIR is a Program, and not a Project, EIR. As established in these sections of the Public Resources Code and the State CEQA Guidelines, one of the circumstances described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 must be present before either a Subsequent or Supplemental EIR is required. Here, none of those conditions are present. These conditions are: Substantial changes are proposed which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; ii, Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant effects or a substantial increase in the severity of previously identified significant effects; or iii. New information has come to light showing new impacts, substantially more severe impacts, that mitigation measures or alternatives previously found to be infeasible would actually be feasible, or that mitigation measures or alternatives previously not identified would reduce impacts. This is also consistent with CEQA Guidelines section 15152(f), which the Appellant incorrectly claims prohibits use of addenda when the original EIR is a Program EIR. Section 15152(f) states, "A later EIR shall be required when the initial study or other analysis finds that the later project may cause significant effects on the environment that were not adequately addressed in the prior EIR." For the subject project, the `other analysis" (including technical studies and the text of the Addendum) found that no additional significant effects would occur beyond those already addressed in the 2010 EIR. An addendum is therefore the appropriate CEQA document. That the City has complied with the Housing Opportunity Ordinance (HOO) requirements. The HOO does not apply to the project because the project does not exceed the residential density permitted in the General Plan. As recently amended, the HOO only applies when a project requires a General Plan Amendment. Resolution No. 2020-093 City Council 23 — 8 12 7 The Appellant's comment letter cites to an outdated and superseded version of Section 41-1902(b)(1). The HOO was amended on September 1, 2020, and the comment letter does not reflect the amended language. While previously, Section 41-1902(b)(1) applied the HOO to any project that exceeded the maximum density permitted by zoning, the recent amendments remove this reference. As amended, the HOO now only applies when a residential project proposes a residential density above the General Plan permitted density. The 4th and Mortimer Mixed -Use Development project is consistent with the General Plan. No General Plan Amendment is required for the Project. The Project seeks only a zone change, on only a portion of the project site. No density allowance above that currently permitted by the site's General Plan designation is proposed. Therefore, the HOO does not apply. III. The Planning Commission did not abuse its discretion and did consider comments submitted by Lozeau Drury, LLP, on behalf of SAFER. The Planning Commission considered Mr. Drury's public comment and received input from the City Attorney and the City's environmental consultant regarding the whether the addendum prepared for the project was the appropriate document. Both the City Attorney and the consultant were confident that no subsequent CEQA analysis was required for the project other than the addendum which was prepared. Again, this was based on the fact that the technical studies evidenced that an EIR Addendum to the previously -certified 2010 EIR was the appropriate CEQA document to evaluate and disclose the project's impacts. Therefore, the Planning Commission did consider Mr. Drury's comments and concerns but agreed with staf's recommendation that the addendum was the appropriate environmental document. Section 2. The City Council, after hearing, considering and weighing all evidence in the record presented on behalf of all parties and being fully informed of the application, the Planning Commission's decision, and the appeal, hereby finds and determines that the Planning Commission's decision was not made in error, that the Planning Commission's decision was not an abuse of discretion by the Planning Commission and that the Planning Commission's decision was supported by substantial evidence in the record. Section 3. In accordance with the California Environmental Quality Act (CEQA), the Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows: Based on the substantial evidence set forth in the record, including but not limited to the Environmental Impact Report (EIR) for the Transit Zoning Code Project (SCH NO. 2006071100) and the 2020 4t" and Mortimer Mixed -Use Development EIR Addendum, the City Council finds that an addendum is the appropriate document for Resolution No. 2020-093 Patio 4 f7 City Council 23 — 9 12/6/ 022 disclosing the changes to the subject properties, and that none of the conditions identified in Public Resources Code section 21166 and State CEQA Guidelines section 15162 requiring subsequent environmental review have occurred, because: A. The project does not constitute a substantial change that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects. B. There is not a substantial change with respect to the circumstances under which the project will be developed that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects. C. New information of substantial importance has not been presented that was not known and could not have been known with the exercise of reasonable diligence at the time the 2010 EIR was certified or adopted, showing any of the following: (i) that the modifications would have one or more significant effects not discussed in the earlier environmental documentation; (ii) that significant effects previously examined would be substantially more severe than shown in the earlier environmental documentation; (iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the Applicant declined to adopt such measures; or (iv) that mitigation measures or alternatives considerably different from those analyzed previously would substantially reduce one or more significant effects on the environment, but which the Applicant declined to adopt. Further, the City Council finds that, pursuant to State CEQA Guidelines Section 15164, only minor changes or additions to the 2010 EIR are necessary to address the proposed project. In making this finding, the City Council has considered both the Addendum and the certified, final 2010 EIR. Section 4. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively "Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Resolution No. 2020-093 City Council 23 — 10 12/ 02 7 Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action. Section 5. The City Council of the City of Santa Ana hereby denies Appeal Application No. 2020-02, thereby upholding the Planning Commission's approval of an Addendum to the Environmental Impact Report (EIR) for the Transit Zoning Code Project (SCH NO. 2006071100), mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. This decision is based upon the evidence submitted at the abovesaid hearing, which includes, but is not limited to: the Request for City Council Action dated December 1, 2020, and exhibits attached thereto, and the public testimony, written and oral, all of which are incorporated herein by this reference. ADOPTED this 1 st day of December, 2020. APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By: Lisa Storck Assistant City Attorney Resolution No. 2020-093 Page 9 of City Council 23 —11 12/6/2022 AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers Bacerra,Mendoza,_Penaloza, Solorio. Villegas (5) None (0) Pulido, Sarmiento () NOT PRESENT: Councilmembers None 0 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2020-093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 1 2020. Date: 17. Daisy Gom z Clerk of the Council City of Santa Ana Resolution No. 2020-093 7 City Council 23 — 12 12 6 02 SHEET INDEX SHEET INDEX SHEET INDEX AD-61.2 CONCRETE FLAT TILE ROOF DETAILS A2-63 Building B Courtyard Elevations ARCHITECTURAL 4TH AND MORTIMER AD-71 INTERIOR STAIR DETAILS (STEEL STRINGER & PRE -CAST) A2-70 Building B Sections Number Descril tion AD-71.1 INTERIOR STAIR DETAILS (WOOD) A2-71 Building B Sections AO-01 TITLE SHEET AD-81 STOREFRONT DETAILS (Flus-iConditions) A2-80 Building B Wall Sections AO-02 SHEET INDEX AD-82 STOREFRONT DETAILS (Recessed Conditions) A2-81 Building B Wall Sections AO-02 Code & Prolect Summaries A5-01 Unit 0.1 Plans and Interior Elevations AO-03A Building A Allocable Area Calculations 415&515E.4TH STREET SANTAANA CA92701 A5-02 A5-03 Unit 0.2 Plans and Interior Elevations Unit 0.3 Plans and Interior Elevations AO-03B AO-04 Building B Allo❑able Area Calculations Building and Unit Summary A5-11 Unit 1.1 Plans and Interior Elevations AO-11 Building A First Floor Fire Protection Plans A5-12 Unit 1.1 Plan Variations AO-12 Building A Second Floor Fire Protection Plans PERMIT NUMBER A5-13 A5-21 Unit 1.2 Plans and Interior Elevations Unit 2.1 Plans and Interior Elevations AO-13 AO-14 Building A TCIrd Floor Fire Protection Plans Building A Fourt❑ Floor Fire Protection Plans A5-22 Unit 2.1 Plans and Variations AO-15 Building A Fi-l❑ Floor Fire Protection Plans A5-23 Unit 2.1 Plan Variations AO-16 Building A Sixt❑ Floor Fire Protection Plans A5-24 Unit 2.1 Plan Variations AO-17 Building A Sevent❑ Floor Fire Protection Plans A5-25 Unit 2.2 Plans and Interior Elevations AO-21 Building B First Floor Fire Protection Plan A5-26 Unit 2.2 Plan Variations AO-22 Building B Second Floor Fire Protection Plan A5-27 Unit 2.2 Plan Variations AO-23 Building B TCIrd Floor Fire Protection Plan A5-28 Unit 2.2 Plan Variations AO-24 Building B Fourt❑ Floor Fire Protection Plan A5-29 Unit 2.2 Plan Variation AO-25 Building B Fi-l❑ Floor Fire Protection Plan A5-30 Unit 2.3 Plans and Interior Elevations AO-31 Building A First Floor Exiting Analysis A5-31 Unit 2.3 Plan Variations AO-32 Building A Second Floor Exiting Analysis A5-32 A5-33 Unit 2.4 Plans and Interior Elevations Unit 2.4 Plan Variation AO-33 AO-34 Building A TCIrd Floor Exiting Analysis Building A Fourt❑ Floor Exiting Analysis A5-34 Unit 2.5 Plans, Variation and Interior Elevations AO-35 Building A FiTI❑ Floor Exiting Analysis A5-35 Unit 2.6 Plans and Interior Elevations AO-36 Building A Sixt❑ Floor Exiting Analysis ABBREVIATIONSPROJECT TEAM DIRECTORY A5-36 Unit 3.1 Plans and Interior Elevations AO-37 Building A Sevent-I Floor Exiting Analysis A5-37 Unit 3.2 Plans and Interior Elevations AO-41 Building B First Floor Exiting Analysis A. B. ANCHOR BOLT F.A. FIRE ALARM OSA. OUTSIDE AIR DEVELOPER LOW VOLTAGE SYSTEMS GREEN BUILDING A5-38 Unit 3.2 Plans and Variation AO-42 Building B Second Floor Exiting Analysis Red Oak Investments HCI Systems, Inc. VCA Green ABV. ABOVE F.A.U. FORCEDAITUNIT PB PUSH BUTTON 4199 Cam❑us Drive 1731 Reynolds Ave 1845 W. Orange❑ood Ave, Ste 220 A5-39 Unit 3.4 Plans AO-43 Building B TCIrd Floor Exiting Analysis A/C CONDENSING UNIT F.D. FLOOR DRAIN PDR. POWDER ROOM Irvine, CA 92612 Irvine, CA 92614 Orange, CA 92868 A5-40 Unit 3.4 Plan and Interior Elevations AO-44 Building B Fourt❑Floor Exiting Analysis ACOUST. ACOUSTICAL FDN. FOUNDATION PL. PLATE TEL . 714 342-2502 TEL. 949-724-5000 TEL. 714-363-4700 ( ) Andre[] Nelson Mike Peters Rosoni Lad A5-41 Unit 4.1 Plans and Interior Elevations AO-45 Building B FiTI❑ Floor Exiting Analysis A.D. AREA DRAIN F.E. FIRE EXTINGUISHER PLYWD. PLYWOOD Alex Wong ADJ. ADJUSTABLE F.E.C. FIRE EXTINGUISHER CABINET PLUMB. PLUMBING A5-42 Unit 4.1 Plan and Variations AO-70 Conditions o❑A❑L-oval A.F.F. ABOVE FINISH FLOOR F.F. FINISH FLOOR P.O.C. POINT OF CONNECTION ARCHITECT CIVIL ENGINEER FIRE PROTECTION A5-43 Unit 4.1 Plans and Variations AO-71 Conditions o�A�u�oval KTGY ARCHITECTURE +PLANNING Fuscoe Engineering, Inc. Automatic Fire Protection ALT. ALTERNATE F.G. FINISH GRADE PR. PAIR 17911 Von Karman Ave., Ste. 200 16795 Von Karman, Suite #100 A5-44 Unit 4.1 Plan Variations AO-72 Conditions o❑A❑o-oval ALUM. ALUMINUM FGL. FIBERGLASS PREFAB. PREFABRICATED Irvine, CA 92614 Irvine, CA 92606 A5-45 Unit 4.2 Plans AO-73 Conditions o❑A❑ooval APPROX. APPROXIMATE FIN. FINISH TEL. (949) 851-2133 TEL949 474-1960 TEL. 714-841-2066 . ( ) Debbie Holland Jos❑ Rui❑ Craig SClcer A5-46 Unit 4.2 Plan and Interior Elevations AO-74 Conditions o❑A❑o-oval ARCH. ARCHITECT F.J. FLOOR JOIST R.A.G. RETURN AIR GRILLE A5-50 Restaurant Enlarged Plan - Level 1 AO-75 Conditions o❑A❑o-oval ASPH. ASPHALT FLR. FLOOR R.C. RESILIENT CHANNEL F.O.C. FACE OF CONCRETE R.D. ROOF DRAIN STRUCTURAL ENGINEER LANDSCAPE ARCHITECT INTERIOR DESIGNER A5-51 Restaurant, Pool E❑ui�nent Enlarged Plan -Level 2 g AO-80 Geotecrnical Report DCI Engineers LandStudio 360 Ariel Fox Design BA. BATHROM F.O.F. FACE OF FINISH REF. REFERENCE 2600 Mic❑elson Dr #930 333 El Camino Real, Studio #200 16 N Marengo Suite 415 A5-52 Retail Enlarged Plan - Level 1 AO-81 Geotec❑nical Re❑ort BD. BOARD F.O.S. FACE OF STUD/SHEATHING REFR. REFRIGERATOR CA 92612 Irvine, Tustin, CA 92780 Pasadena, CA 91101 A5-53 Retail and Tenant Storage Enlarged Plan -Level 2 AO-82 Geotec-nical Re❑ort TEL. (949) 892-4956 TEL. (949) 382-5811 TEL. (818) 465-3366 BITUM. BITUMINOUS FIR FRENCH REINF REINFORCED Maggie Clavi o Alex Polen Ariel Jo❑nson A5-54 Leasing & Amenity Enlarged Plan - Level 1 AO-83 Geotec❑nical Re❑ort BLDG. BUILDING FRM'G FRAMING RGTR. REGISTER David Ling Hanna❑Askey A5-55 Leasing &Amenity Enlarged Plan -Level 2 AO-84 Geotec❑nical Re❑ort BLK. BLOCK FURR. FURRING REQ. REQUIRED MECHANICAL ENGINEER GEOTECHNICAL SIGNAGE A5-56 Leasing &Amenity Enlarged ReTected Ceiling Plan AO-85 Geotec❑nical Re❑ort BLKG. BLOCKING RESIL. RESILIENT Multi MecF-ancial, Inc Geocon West, Inc. BM. BEAM GA. GUAGE RJ RAFTER JOISTS 469 E. Blaine Street 2807 McGa❑ Ave A5-57 Leasing & Amenity Interior Elevations AO-86 Geotec❑nical Re❑ort BR. BEDROOM GALV. GALVANIZED RM. ROOM Corona, CA 92879 Irvine, CA 92614 TEL. 951-736-6040 A5-60 Clubroom Enlarged Plan -Level 3 AO-87 Geotecrnical Report TEL. 949-346-1109 TEL. B.U.R. BUILT -UP -ROOFING GAR. GARAGE R.O. ROUGH OPENING Brandon Abblitt Jelisa Tomas Adams A5-61 Clubroom Enlarged ReTected Ceiling Plan AO-88 Geotec❑nical re❑ort G.B. GRAB BAR A5-62 Clubroom Enlarged Plan - Primary Structural Frame AO-89 Geotec-nical Re❑ort CAB. CABINET GFCI GROUND FAULT CIRCUIT INTERUPTER SC SOLID CORE PLUMBING ENGINEER DRY UTILITY ACOUSTICAL A5-63 Roomeck Enlarged Plan AO-90 Geotec❑nical Re❑ort C.B. CATCH BASIN SCHED. SCHEDULE AMPAM DRI Utility Consulting Eilar Associates, Inc. CEM. CEMENT G.I. GALVANIZED IRON SERV. SERVICES 17036 Avakon Blvd. 25060 Hancock Ave, Ste 103 #464 210 Sout�Juni�er St, Ste 100 A5-64 Mailroom Enlarged Plan & Interior Elevations g AO-91 Exterior Acoustical Analysis Re❑ort y CER. CERAMIC GL GLASS / GLAZING S.F SQUARE FEET Carson, CA 90746 Murrieta, CA 92562 Escondido, CA 92025 A5-70 Stair Al Enlarged Plans AO-92 Exterior Acoustical Analysis Re❑ort GLB GLUE LAMINATED BEAM TEL. 310-835-1532 TEL. 951-757-9096 TEL. 760-738-5570 C.I. CAST IRON SGD SLIDING GLASS DOOR Daniel Lucas Dave Ramire❑ Mo Ou❑eg n a A5-71 Stair Al Section AO-93 Exterior Acoustical Analysis Re❑ort C.G. CORNER GUARD GSM GALVANIZED SHEET METAL SH SINGLE HUNG A5-72 Stair A2 Enlarged Plans AO-94 Exterior Acoustical Analysis Re❑Drt GYP. GYPSUM CJ CEILING JOIST GYP.BD. GYPSUM BOARD SHT. SHEET ELECTRICAL ENGINEER A5-73 Stair A2 & A3 Section AO-95 Addressing Plans &USPS A❑ -oval CLG. CEILING JOIST SHT'G SHEATHING SBE Electrical Contracting 2817 McGaF- Ave A5-74 Stair A3 Enlarged Plans AO-96 Addressing Plans & USPS A❑-roval CLKG. CAULKING SIM. SIMILAR Irvine, CA 92614 CLO. CLOSET H.B. HOSE BIBB SL SLIDING TEL. 714-544-5065 A5-75 Stair A4 Enlarged Plans AO-97 Addressing Plans &USPS A❑oval CLR. CLEAR / CLEARANCE HC HOLLOW CORE SPEC. SPECIFICATIONS Eric Grossman A5-76 Stair A4 Enlarged Plans AO-98 Addressing Plans & USPS A❑oval HDR. HEADER CMU CONCRETE MASONRY UNIT SQ. SQUARE A5-77 Stair A4 Section AO-99 Addressing Plans & USPS A❑ --oval HDWD. HARDWOOD COL. COLUMN SSSP SINGLE SHELF SINGLE POLE A5-78 Stair B1 Enlarged Plans AO-100 Addressing Plans & USPS A❑oval HM HOLLOW METAL CONC. CONCRETE HORIZ. HORIZONTAL SSDP SINGLE SHELF DOUBLE POLE A5-79 Stair B1 Section AO-101 Addressing Plans &USPS An -oval CONSTR. CONSTRUCTION STD. STANDARD HVAC HEATING VENTILATING AIR A5-80 Stair B2 Enlarged Plans AO-102 Addressing Plans & USPS A❑oval COSTEEL CORR. CORRIDOR STO R. STORAGE GENERAL NOTES A5-81 Stair B2 Section AO-103 Addressing Plans &USPS A❑oval CPT CARPET INSUL. INSULATION STRUCT. STRUCTURAL A5-82 Stair B3 Enlarged Plans AO-104 Addressing Plans & USPS A❑ --oval CSMT CASEMENT INT. INTERIOR SYM. SYMMETRICAL A5-83 Stair B3 & B4 Section AO-105 Addressing Plans & USPS A❑oval 1. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CNTR. COUNTER CONSTRUCTION. THE CONTRACTOR SHALL CONFIRM THAT WORK INDICATED IN THE CONSTRUCTION A5-84 Stair B4 Enlarged Plans AO-106 Addressing Plans & USPS A❑ --oval CTR. CENTER LAM. LAMINATE T.B. TOWEL BAR DOCUMENTS IS BUILDABLE AS SHOWN. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT TEL. TELEPHONE DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. A5-90 Elevators Al & A2 Plans AO-107 Addressing Plans & USPS A❑oval LAV. LAVATORY 2. THE CONTRACTOR SHALL COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE CONDITIONS A5-91 Elevators Al & A2 Sections AO-108 Addressing Plans & USPS A❑ -oval DBL. DOUBLE LT. LIGHT TEMP. TEMPERED PRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DEPT. DEPARTMENT TER. TERRAllO DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. A5-92 Elevators B1 & B2 Plans AO-109 Addressing Plans & USPS A❑oval D.F. DRINKING FOUNTAIN MBR MASTER BEDROOM T&G TONGUE AND GROOVE 3. DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS PRIOR TO BID A5-93 Elevators B1 & B2 Sections Al-20 ArcEitectural Site Plan AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, DET. DETAIL I MEDICINE CABINET TRSM. TRANSOM THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. A5-94 Building A Tras❑ Room Plans Al-21 Police De❑artment Building Security Regulations DH DOUBLE HUNG MECH. MECHANICAL T.V. TELEVISION 4. FIRE RESISTANCE RATINGS, ASSEMBLIES, CLASSIFICATIONS, STANDARDS AND LISTINGS INDICATED ARE A5-95 Building A Tras❑ Cute Sections Al-22 Police De❑artment Building Security Regulations DIA. DIAMETER TYP. TYPICAL TAKEN FROM VARIOUS REFERENCE STANDARDS. MAINTAIN, AT THE PROJECT SITE, A COPY OF AN APPLICABLE EDITION OF EACH REFERENCE STANDARD. A5-96 Building B Tras❑ Room Plans Al-23 Police De❑artment Building Security Regulations DIM. DIMENSION MEMB. MEMBRANE T.O.SHTG. TOP OF SHEATHING 5. REVIEW PLAN LAYOUT, VERIFY AND COORDINATE INTERFACES OF ALL PORTIONS OF THE WORK PRIOR TO DISP. DISPENSER MET. METAL T.O.C. TOP OF CONCRETE OR CURB ACTUAL EXECUTION. A5-97 Building B TraSC Cute Sections Al-30 Fire Access Plan DN. DOWN MFG MANUFATURING T.O.P. TOP OF PARAPET 6. PROVIDE ALL WORK NECESSARY FOR A COMPLETE PROJECT, INCLUDING ANYTHING WITHIN THE LIMIT OF A5-98 BUILDING B TRASH CHUTE SECTIONS A11-30.1 Fire Flo I Test Report WORK, OUTSIDE PROPERTY LINE, ON ADJACENT PROPERTIES AND IN THE PUBLIC WAY. DR. DOOR OPENING I MANUFACTURER T.O.W. TOP OF WALL 7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND A7-00 D❑elling Unit Door Sc❑edule Al-40 Calculated Grade Plane & Building HeigF-t DS DOWNSPOUT MIR. MIRROR AMENDMENTS. A7-10 Building A Door Schedule Al-50 Exterior O❑ening Analysis Building A 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, DW DISHWASHER MISC. MISCELLANEOUS U.N.O. UNLESS NOTED OTHERWISE TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF THE WORK AND FOR A7-20 Building B Door Sc❑edule Al-51 Exterior O❑ening Analysis Building A DWG'S DRAWINGS MLD'G MOULDING VCT. VINYL COMPOSITE TILE INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMMING IN CONNECTION DWR. DRAWER MTD. MOUNTED VEST. VESTIBULE WITH THE WORK, CONTRACTOR SHALL HIRE SUB -CONTRACTORS AND SUPPLIERS WITH PROVEN ABILITY TO A7-30 Vinyl Windo❑ Sc❑edule Al-52 Exterior O❑ening Analysis Building B PROVIDE AND PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT. A7-40 StoreTont Sc❑edule Al-53 Exterior O❑ening Analysis Building B MUL. MULLION E.J. EXPANSION JOINT W.C. WATER CLOSET A7-50 Finis❑ Sc❑edule Al-54 Exterior O❑ening Analysis Building A Garage EL. ELEVATION NG. NATURALGRADE WD. WOOD AD-01 ACCESSIBLE ROUTES, PARKING NOTES AND DETAILS Al-55 Exterior O❑ening Analysis Building A Garage ELEC. ELECTRICAL N.I.C. NOT IN CONTRACT WDW. WINDOW AD-02 COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS Al-56 Exterior O❑ening Analysis Building B Garage ELEV. ELEVATOR NO. NUMBER W.H. WATER HEATER AD-02.1 COMMON &PUBLIC AREA ACCESSIBILITY NOTES &DETAILS (2) Al-57 Exterior O❑ening Analysis Building B Garage ENCL. ENCLOSE CY NOM. NOMINAL W.I. WROUGHT IRON DEFERRED SUBMITTALS AD-03 DWELLING UNIT ACCESSIBILITY DETAILS A2-11S Building A First Level Slab Plan ENCL. ENCLOSED N.T.S. NOT TO SCALE W.I.C. WALK-IN CLOSET E.P. ELECTRICAL PANEL WSCT. WAINSCOT AD-04 ELEVATOR DETAILS A2-11 Building A First Level Floor Plan EQMT. EQUIPMENT 0BS. OBSCURE THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED SUBMITTALS TO AD-20 FIRE ASSEMBLY PENETRATION KEY PLAN A2-12S Building A Second Level Slab Plan EXH. EXHAUST O.C. ON CENTER THE CITY OFFICIALS FOR REVIEW AND APPROVAL. AD-20.2 ACOUSTICAL ISOLATION DETAILS A2-12 Building A Second Level Floor Plan EXT. EXTERIOR OPNG. OPENING 1. ROOF /FLOOR TRUSS SYSTEM AD-20.1 FIRE PENETRATION DETAILS A2-13S Building A Turd Level Slab Plan EXT'G EXISTING OPP. OPPOSITE 2. SIGNAGE PROGRAM INCLUDING ALL SITE & BUILDING ACCESSIBILITY SIGNAGE AD-21 FIRE -RATED FLOOR -CEILING ASSEMBLIES A2-13 Building A TI ird Level Floor Plan 3. FIRE SPRINKLER SYSTEM 4. FIRE ALARM SYSTEM 5. SWIMMING POOL & SPA AD-22 AD-22.1 FIRE -RATED INTERIOR WALL ASSEMBLIES 1-HOUR FIRE PARTITION DETAILS A2-14 A2-15 Building A Fourt❑Level Floor Plan Building A RILI Level Floor Plan LEGALDESCRIPTION VICINITY MAP 6. SECURITY SYSTEM AD-23 2-HOUR FIRE BARRIER DETAILS A2-16 Building A Sixt-1Level Floor Plan PARCEL 1 u WA ��- L 7. METAL STAIRS 8. ELEVATORS AD-24 FIRE -RATED EXTERIOR WALL DETAILS A2-17 Building A Sevent❑ Level Floor Plan F� ` , -__J 9. METAL AND GLASS GUARDRAILS AD-25 3-HR RATED FIRE WALL DETAILS A2-18 Building A RooEPlan LOT 1 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, AS ,fr. SHOWN ON A MAP RECORDED IN BOOK 9, PAGE 91 OF �No _ 10. STOREFRONT SYSTEM AD-26 3-HOUR FIRE BARRIER AT GREASE SHAFT DETAILS A2-20 Building A Nort❑ & East Exterior Elevations MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES CALIFORNIA. COUNTY, �¢� 11. AWNINGS AND CANOPIES AD-27 TILT -UP WALL AT GARAGE A2-21 Building A Sout❑& West Exterior Elevations PARCEL 2 i 'rjll�I �^ ®I � AD-28 AD-31 FIRE -RATED PRIMARY STRUCTURAL FRAME DETAILS GARAGE DETAILS A2-22 A2-30 Building A Courtyard Elevations Building A Sections _ MCSl1nM51i I r ,-,� ■1{[K� "WIN5J LOG OF ISSUED DOCUMENTS THE WEST HALF OF LOT 2 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE IL�J ^�~❑�� AD-32 SLAB ON GRADE DETAILS A2-31 Building A Sections 91 OF MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES ,a ��n8 ty AD-33 EXPANSION JOINT DETAILS A2-40 Building A Wall Sections 03-18-2022 50% DD PROGRESS SET COUNTY, CALIFORNIA. � f J�TOr- QWE�� AD-41 ELEVATED SLAB DETAILS A2-41 Building A Wall Sections l�r� �I I��uILJ�i a�d�� EXTERIOR IMPERVIOUS Building A Wall Sections APN: 398-338-08 AD-41.1 SURFACE (CON-DEK) A2-42 , �� 05-20-2022 100% DID PROGRESS SET AD-51.0 EXTERIOR WALL FLASHING DETAILS AT STUCCO A2-43 Building A Wall Sections 08-01-2022 FIRST PLAN CHECK SUBMITTAL AD-51.1 EXTERIOR WALL FLASHING DETAILS AT STUCCO A2-51S Building B First Level Slab Plan PROJECT AD-52.0 EXTERIOR DOOR FLASHING DETAILS AT STUCCO A2-51 Building B First Level Floor Plan SITE NO SCALE AD-52.1 EXTERIOR DOOR FLASHINIG DETAILS A2-52 Building B Second Level Floor Plan AD-52.2 INTERIOR DOOR DETAILS A2-53 Building B TCIrd Level Floor Plan AD-53 WINDOW DETAILS (FLUSH CONDITION) A2-54 Building B Fourt❑ Level Floor Plan AD-54 WINDOW DETAILS (RECESSED CONDITION) A2-55 Building B Fi tit Level Floor Plan AD-55 EXTERIOR IMPERVIOUS SURFACE (PLI-DEK) A2-56 Building B RooEPlan AD-56 EXTERIOR DECK WITH HARDROCK CONCRETE TOPPING A2-60 Building B Nort❑ & East Exterior Elevations AD-61.0 TPO ROOFING DETAILS A2-61 Building B Sout❑& West Exterior Elevations AD-61.1 TPO ROOFING DETAILS A2-62 Building B Courtyard Elevations Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Pro[Oct Contact: Debbie Holland Email: d ❑olland@ktgy.com Princilial: Wil Wong Protect Designer: D. ScEoolmeester Proloct Director: Debbie Holland Developer REND OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. w LO LO 06 LO V_ Nt Date Descri ❑lion It is t e clients res_onsibility -nor to or during construction to noti y t e arc-itect in riting o-any erceived errors or omissions in t-e Tans and sFeci-ications o- ic-a contractor t oroug ly kno ledgeable lit i t e building codes and met ods o construction s ould reasonably be a -are. Written instructions addressing such erceived errors or omissions s all be received rom t e arc itect rior to t e client or clients subcontractors roceeding _it_ t_a fork. T_a client _ill be res_onsible 9r any deQcts in construction i_t_ese Crocedures are not nllo-ed. D ARCy'T �0 No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA\-\ License Stamp TITLE SHEET CN N N 1 AO�01   City Council  23 – 13 12/6/2022   COPYRIGHT (S) SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX E-0.1 ELECTRICAL SINGLE LINE DIAGRAM STRUCTURAL ERRCS-501 FIRST LEVEL E-0.2 PARTIAL SINGLE LINE DIAGRAM ERRCS-502 SECOND LEVEL E-0.3 LOAD CALCULATIONS SO-00 STRUCTURAL GENERAL NOTES E-1.0 1ST FLOOR ELECTRICAL PLAN SO-01 STRUCTURAL GENERAL NOTES ERRCS-503 THIRD LEVEL E-2.0 2ND FLOOR ELECTRICAL PLAN STRUCTURAL GENERAL NOTES, LEGENDS, ABBREVIATIONS & SO-02 SHEET LIST ERRCS-504 FOURTH LEVEL E-3.0 3RD FLOOR ELECTRICAL PLAN 52-11N FOUNDATION PLAN -NORTH E-4.0 4TH FLOOR ELECTRICAL PLAN ERRCS-505 FIFTH LEVEL E-5.0 5TH FLOOR ELECTRICAL PLAN S2-11N-SSW LEVEL 1 STUD AND SHEAR WALL PLAN -NORTH ERRCS-506 SIXTH LEVEL E-6.0 6TH FLOOR ELECTRICAL PLAN S2-11S FOUNDATION PLAN -SOUTH E-7.0 7TH FLOOR ELECTRICAL PLAN S2-12N LEVEL 2 MILD REINFORCING AND FRAMING PLAN -NORTH ERRCS=507 SEVENTH LEVEL LEVEL 2 POST -TENSIONED FRAMING & STUD AND SHEAR WALL BUILDING B S2-12N-PT PLAN -NORTH ERRCS-508 ROOF S2-12S LEVEL 2 MILD REINFORCING PLAN -SOUTH E -0.0 ELECTRICAL COVER SHEET BUILDING A LOW VOLTAGE STRUCTURED CABLING SYSTEM E-0.1 ELECTRICAL SINGLE LINE DIAGRAM S2-12S-PT LEVEL 2 POST -TENSIONED FRAMING PLAN -SOUTH LVSC-101 BUILDING A COVER SHEET E-0.2 PARTIAL SINGLE LINE DIAGRAM S2-13N LEVEL 3 MILD REINFORCING AND FRAMING PLAN -NORTH LEVEL 3 POST -TENSIONED FRAMING & STUD AND SHEAR WALL LVSC-301 RISER DIAGRAM E-0.3 LOAD CALCULATIONS S2-13N-PT PLAN -NORTH LVSC-501 BUILDING A FIRST LEVEL FLOOR PLAN E-1.0 1ST FLOOR ELECTRICAL PLAN S2-13S LEVEL 3 MILD REINFORCING PLAN -SOUTH LVSC-502 BUILDING A SECOND LEVEL FLOOR PLAN E-2.0 2ND FLOOR ELECTRICAL PLAN S2-13S-PT LEVEL 3 POST -TENSIONED FRAMING PLAN -SOUTH LVSC-503 BUILDING A THIRD LEVEL FLOOR PLAN E-3.0 3RD FLOOR ELECTRICAL PLAN LVSC-504 BUILDING A FOURTH LEVEL FLOOR PLAN E-4.0 4TH FLOOR ELECTRICAL PLAN S2-13S-SSW LEVEL 3 STUD AND SHEAR WALL PLAN -SOUTH LVSC-505 BUILDING A FIFTH LEVEL FLOOR PLAN E-5.0 5TH FLOOR ELECTRICAL PLAN S2-14N LEVEL 4 MILD REINFORCING AND FRAMING PLAN -NORTH LVSC-506 BUILDING A SIXTH LEVEL FLOOR PLAN LEVEL 4 POST -TENSIONED FRAMING & STUD AND SHEAR WALL S2-14N-PT PLAN -NORTH LVSC-507 BUILDING A SEVENTH LEVEL FLOOR PLAN PLUMBING S2-14S LEVEL 4 FRAMING PLAN -SOUTH LVSC-508 BUILDING A ROOF LEVEL FLOOR PLAN PAO-OA PLUMBING NOTES/SCHEDULES, SHEET INDEX S2-14S-SSW LEVEL 4 STUD AND SHEAR WALL PLAN -SOUTH BUILDING B RESCUE ASSISTANCE 2-WAY COMMUNICATIONS SYSTEM PAO-OB PLUMBING DETAILS/NOTES 52-15N LEVEL 5 FRAMING PLAN -NORTH RA-101 COVER SHEET PA10-1 PLUMBING SITE PLAN RA-102 SYMBOL AND CABLING LEGEND S2-15N-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -NORTH PA1-0 BUILDING A - UNDERGROUND WASTE RA-501 BUILDING B FIRST LEVEL FLOOR PLAN S2-15S LEVEL 5 FRAMING PLAN -SOUTH PA1-1 BUILDING A - LEVEL 1 WASTE RA-502 BUILDING B SECOND LEVEL FLOOR PLAN PA1-2 BUILDING A - LEVEL 2 WASTE S2-15S-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -SOUTH RA-503 BUILDING B THIRD LEVEL FLOOR PLAN PA1-3 BUILDING A - LEVEL 3 WASTE S2-16N LEVEL 6 ROOF FRAMING PLAN -NORTH RA-504 BUILDING B FOURTH LEVEL FLOOR PLAN PA1-4 BUILDING A - LEVEL 4 WASTE S2-16S LEVEL 6 FRAMING PLAN -SOUTH RA-505 BUILDING B FIFTH LEVEL FLOOR PLAN PA1-5 BUILDING A - LEVEL 5 WASTE RA-506 BUILDING B ROOF LEVEL FLOOR PLAN S2-16S-SSW LEVEL 6 STUD AND SHEAR WALL PLAN -SOUTH PA1-6 BUILDING A - LEVEL 6 WASTE S2-17S LEVEL 7 FRAMING PLAN -SOUTH BUILDING B EMERGENCY RESPONDER RADIO COVERAGE SYSTEM PA1-7 BUILDING A - LEVEL 7 WASTE PA1-8 BUILDING A - ROOF WASTE S2-17S-SSW LEVEL 7 STUD AND SHEAR WALL PLAN -SOUTH ERRCS-101 COVER SHEET PA1-9A BUILDING A - WASTE RISERS S2-18S ROOF FRAMING PLAN -SOUTH ERRCS-201 DETAILS PA1-9B BUILDING A - WASTE RISERS S2-51N FOUNDATION PLAN -NORTH PA2-0 BUILDING A - UNDERGROUND WATER & GAS ERRCS-301 RISER DIAGRAM PA2-1 BUILDING A - LEVEL 1 WATER & GAS S2-51N-SSW LEVEL 1 STUD AND SHEAR WALL PLAN -NORTH ERRCS-401 SITE PLAN PA2-2 BUILDING A - LEVEL 2 WATER & GAS S2-51S FOUNDATION PLAN -SOUTH PA2-3 BUILDING A - LEVEL 3 WATER & GAS S2-51S-SSW LEVEL 1 STUD AND SHEAR WALL PLAN -SOUTH ERRCS-501 FIRST LEVEL PA2-4 BUILDING A - LEVEL 4 WATER & GAS 52-52N LEVEL 2 MILD REINFORCING AND FRAMING PLAN -NORTH ERRCS-502 SECOND LEVEL PA2-5 BUILDING A - LEVEL 5 WATER & GAS LEVEL 2 POST -TENSIONED FRAMING & STUD AND SHEAR WALL PA2-6 BUILDING A - LEVEL 6 WATER & GAS S2-52N-PT PLAN -NORTH ERRCS-503 THIRD LEVEL PA2-7 BUILDING A - LEVEL 7 WATER & GAS S2-52S LEVEL 2 FRAMING PLAN -SOUTH PA2-8 BUILDING A - ROOF WATER & GAS ERRCS-504 FOURTH LEVEL 52-52S-SSW LEVEL 2 STUD AND SHEAR WALL PLAN -SOUTH PA2-9A BUILDING A - WATER RISERS S2-53N LEVEL 3 MILD REINFORCING AND FRAMING PLAN -NORTH ERRCS-505 FIFTH LEVEL PA4-1 BUILDING A - ENLARGED UNITS LEVEL 3 POST -TENSIONED FRAMING & STUD AND SHEAR WALL PA4-2 BUILDING A - ENLARGED UNITS S2-53N-PT PLAN -NORTH ERRCS-506 ROOF PA4-3 BUILDING A - ENLARGED UNITS S2-53S LEVEL 3 FRAMING PLAN -SOUTH BUILDING B LOW VOLTAGE STRUCTURED CABLING SYSTEM PA4-4 BUILDING A - ENLARGED UNITS S2-53S-SSW LEVEL 3 STUD AND SHEAR WALL PLAN -SOUTH LVSC-101 BUILDING A COVER SHEET PBO-OA PLUMBING NOTES/SCHEDULES, SHEET INDEX 52-54N LEVEL 4 MILD REINFORCING AND FRAMING PLAN -NORTH LVSC-301 RISER DIAGRAM PBO-OB PLUMBING DETAILS/NOTES LEVEL 4 POST -TENSIONED FRAMING & STUD AND SHEAR WALL LVSC-501 BUILDING B FIRST LEVEL FLOOR PLAN PBO-OC PLUMBING DETAILS/NOTES S2-54N-PT PLAN -NORTH LVSC-502 BUILDING B SECOND LEVEL FLOOR PLAN PBO-OD PLUMBING DETAILS/NOTES S2-54S LEVEL 4 FRAMING PLAN -SOUTH LVSC-503 BUILDING B THIRD LEVEL FLOOR PLAN PBO-1 PLUMBING SITE PLAN S2-54S-SSW LEVEL 4 STUD AND SHEAR WALL PLAN -SOUTH LVSC-504 BUILDING B FOURTH LEVEL FLOOR PLAN PB1-0 BUILDING B - UNDERGROUND WASTE S2-55N LEVEL 5 FRAMING PLAN -NORTH LVSC-505 BUILDING B FIFTH LEVEL FLOOR PLAN P131-1 BUILDING B - LEVEL 1 WASTE LVSC-506 BUILDING B ROOF LEVEL FLOOR PLAN PB1-2 BUILDING B - LEVEL 2 WASTE S2-55N-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -NORTH PB1-3 BUILDING B - LEVEL 3 WASTE S2-55S LEVEL 5 FRAMING PLAN -SOUTH LANDSCAPE PB1-4 BUILDING B - LEVEL 4 WASTE S2-55S-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -SOUTH PB1-5 BUILDING B - LEVEL 5 WASTE S2-56N ROOF FRAMING PLAN -NORTH LTS-01 LANDSCAPE TITLE SHEET PB1-6 BUILDING B - ROOF WASTE S2-56S ROOF FRAMING PLAN -SOUTH LCP-01 LANDSCAPE CONSTRUCTION PLAN PB1-7A BUILDING B - WASTE RISERS S3-01 STRUCTURAL FOUNDATION DETAILS LCP-02 LANDSCAPE CONSTRUCTION PLAN PB1-7B BUILDING B - WASTE RISERS S3-02 STRUCTURAL FOUNDATION DETAILS LCP-03 LANDSCAPE CONSTRUCTION PLAN PB1-7C BUILDING B - WASTE RISERS LHP-01 LANDSCAPE HORIZONTAL CONTROL PLAN PB2-0 BUILDING B - UNDERGROUND WATER & GAS S3-03 STRUCTURAL FOUNDATION DETAILS S3-04 FOUNDATION DETAILS LHP-02 LANDSCAPE HORIZONTAL CONTROL PLAN PB2-1 BUILDING B - LEVEL 1 WATER & GAS S4-01 CONCRETE FRAMING DETAILS LHP-03 LANDSCAPE HORIZONTAL CONTROL PLAN PB2-2 BUILDING B - LEVEL 2 WATER & GAS LCM-01 LANDSCAPE CONSTRUCTION MATERIALS PB2-3 BUILDING B - LEVEL 3 WATER & GAS S5-01 WOOD FRAMING DETAILS LCD-01 LANDSCAPE CONSTRUCTION DETAILS PB2-4 BUILDING B - LEVEL 4 WATER & GAS S5-02 WOOD FRAMING DETAILS S5-03 WOOD FRAMING DETAILS LCD-02 LANDSCAPE CONSTRUCTION DETAILS PB2-5 BUILDING B - LEVEL 5 WATER & GAS LCD-03 LANDSCAPE CONSTRUCTION DETAILS PB2-6 BUILDING B - ROOF WATER & GAS MECHANICAL LCD-04 LANDSCAPE CONSTRUCTION DETAILS PB2-7A BUILDING B - WATER RISERS LCD-05 LANDSCAPE CONSTRUCTION DETAILS PB2-7B BUILDING B - WATER RISERS M-0.0 HVAC NOTES & RESIDENTIAL EQUIPMENT SCHEDULES LCD-06 LANDSCAPE CONSTRUCTION DETAILS PB2-7C BUILDING B - GAS RISERS M-0.1 HVAC DETAILS LCD-07 LANDSCAPE CONSTRUCTION DETAILS P134-1 BUILDING B - ENLARGED UNITS M-1.0 HVAC BUILDING A LEVEL 1 LCS-01 LANDSCAPE CONSTRUCTION NOTES & SPECIFICATIONS PB4-2 BUILDING B - ENLARGED UNITS M-1.1 HVAC BUILDING B LEVEL 1 LPP-01 LANDSCAPE PLANTING PLAN PB4-3 BUILDING B - ENLARGED UNITS M-2.1 HVAC BUILDING A LEVEL 2 LPP-02 LANDSCAPE PLANTING PLAN PB4-4 BUILDING B - ENLARGED UNITS M-2.2 HVAC BUILDING B LEVEL 2 LPP-03 LANDSCAPE PLANTING PLAN M-3.1 HVAC BUILDING A LEVEL 3 LPD-01 LANDSCAPE PLANTING DETAILS LOW VOLTAGE M-3.2 HVAC BUILDING B LEVEL 3 LPD-02 LANDSCAPE PLANTING DETAILS M-4.1 HVAC BUILDING A LEVEL 4 LPS-01 LANDSCAPE PLANTING NOTES & SPECIFICATIONS BUILDING A RESCUE ASSISTANCE 2-WAY COMMUNICATIONS SYSTEM M-4.2 HVAC BUILDING B LEVEL 4 RA-101 COVER SHEET M-5.1 HVAC BUILDING A LEVEL 2 EBM RA-102 SYMBOL AND CABLING LEGEND M-5.2 HVAC BUILDING B LEVEL 5 RA-501 BUILDING A FIRST LEVEL FLOOR PLAN M-6.1 HVAC BUILDING A LEVEL 6/LOWER ROOF A EBM0.0 SITE PLAN &GENERAL NOTES RA-502 BUILDING A SECOND LEVEL FLOOR PLAN M-6.2 HVAC BUILDING B ROOF EBMI.OA COMPOSITE ROOF PLAN A RA-503 BUILDING A THIRD LEVEL FLOOR PLAN M-7.1 HVAC BUILDING A LEVEL 7 EBM1.0 COMPOSITE ROOF PLAN B RA-504 BUILDING A FOURTH LEVEL FLOOR PLAN M-7.2 HVAC BUILDING A ROOF EBM2.OA NORTH &EAST EXTERIOR ELEVATIONS BLDG. A RA-505 BUILDING A FIFTH LEVEL FLOOR PLAN M-8,1 HVAC ENLARGED UNIT PLANS P0-1A, 1B, 1C, PO-2, PO-3A & P0-313 EBM2.1A WEST & SOUTH EXTERIOR ELEVATIONS BLDG. A RA-506 BUILDING A SIXTH LEVEL FLOOR PLAN M-8.2 HVAC ENLARGED UNIT PLANS P1-1A, P1-113, P1-2 & P1-4A EBM2.2B WEST &SOUTH EXTERIOR ELEVATIONS BLDG. B RA-507 BUILDING A SEVENTH LEVEL FLOOR PLAN M-8.3 HVAC ENLARGED UNIT PLANS P2-1A, P2-113, P2-2A & P2-213 EBM2.3B NORTH &EAST EXTERIOR ELEVATIONS BLDG. B RA-508 BUILDING A ROOF PLAN M-8,4 HVAC ENLARGED UNIT PLANS P2-3A, P2-313, P2-4A & P2-5A EBM4.0 SECTIONS &DETAILS M-8.5 HVAC ENLARGED UNIT PLANS P3-1A, P3-113, P3-2A & P3-213 EBM5.0 OPERABLE WINDOW PARAMETERS BUILDING A EMERGENCY RESPONDER RADIO COVERAGE SYSTEM M-8.6 HVAC ENLARGED UNIT PLANS P3-2C, P3-3, P4-113 & P4-1C ERRCS-101 COVER SHEET M-8.7 HVAC ENLARGED UNIT PLANS P4-1E & P4-2 ERRCS-201 DETAILS ELECTRICAL ERRCS-301 RISER DIAGRAM BUILDING A ERRCS-401 SITE PLAN E -0.0 ELECTRICAL COVER SHEET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Pro[Oct Contact: Debbie Holland Email: d::011and@ktgy.com PrinciElal: Wil Wong ProCect Designer: D. ScCoolmeester ProCect Director: Debbie Holland Developer RED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. r O N d� Q U Q z Q Q z C/) W W Cn W 1-0 06 LO Date Descri ❑lion It is Us clients res-onsibility -nor to or during construction to noti y tale arcntect in meriting o0any Cerceived errors or omissions in tle Jans and sOecikations o00nc0 a contractor tEbroug' ly knoi iledgeable I lit❑ ti a building codes and met ods of construction s ould reasonably be a0are. Written instructions addressing suc erceived errors or omissions s0all be received [Dom ti a arcs itect I nor to ti a client or clients subcontractors roceeding ❑ D toe Oork. TOe client Lill be res_onsible For any defects in construction i0t0ese Erocedures are not F6I1oOed. F,�SED ARCy,T No. C29795 RENEWAL DATE AUGUST 31, 2023 s,9TF OF CA\-\� License Stamp SHEET INDEX N N 1 r C 00 CD AOI�02   City Council  23 – 14 12/6/2022   COPYRIGHT U BUILDING & UNIT SUMMARY BUILDING A AREA SUMMARY FLOOR LEVEL TOTAL AREA (SF) FIRST LEVEL (01) GARAGE 22,472 FIRST LEVEL (01) LEASING 2,337 FIRST LEVEL (01) AMENITIES 3,211 FIRST LEVEL (01) RETAIL 12,113 FIRST LEVEL (01) RESIDENTIAL 10,493 50,626 SECOND LEVEL (02) GARAGE 21,335 SECOND LEVEL (02) AMENITIES 4,088 SECOND LEVEL (02) RESIDENTIAL 10,956 SECOND LEVEL (02) STORAGE 1,991 38,370 THIRD LEVEL (03) GARAGE 21,335 THIRD LEVEL (03) AMENITIES 15,526 THIRD LEVEL (03) RESIDENTIAL 21,325 58,186 FOURTH LEVEL (04) GARAGE 21,335 FOURTH LEVEL (04) RESIDENTIAL 21,325 42,660 FIFTH LEVEL (05) GARAGE 21,335 FIFTH LEVEL (05) RESIDENTIAL 23,644 44,979 SIXTH LEVEL (06) RESIDENTIAL 23,644 SEVENTH LEVEL (07) AMENITIES 750 SEVENTH LEVEL (07) RESIDENTIAL 22,894 23,644 a BUILDING AREA 282,109 SITE AREA 61,989 F.A.R. 4.55 RESIDENTIAL 135,031 PARKING 107,812 RETAIL 12,113 LEASING 2,337 AMENITIES 7,299 PRIVATE OPEN SPACE UNIT TYPE UNIT DECK FLOOR AREA (SF) NUMBER OF UNITS TOTAL (SF) 1 BEDROOM P1.1A 68 1 68 P1.1B 68 4 272 P1,1C 68 1 68 P1,1D 68 4 272 P1,1E 68 2 136 P1.1G 66 1 66 P1.1H 66 1 66 P1.1K 66 4 264 P13A 84 1 84 2 BEDROOM P2,1B 74 2 148 P2.1C 74 2 148 P2.1D 84 1 84 P2.1E 74 2 148 P2.1F 74 2 148 P2.1G 68 1 68 P2,1H 74 2 148 P2.1J 68 4 272 P2.2B 77 3 231 P2,2C 77 1 77 P2,2D 74 3 222 P2,2E 74 2 148 P2,2F 77 1 77 P2.2G 67 1 67 P2.2H 67 1 67 P2,2J 67 2 134 P2,2K 67 1 67 P2,21L 84 1 84 P2,2M 84 3 252 P2.2N 84 1 84 P2.2P 63 4 252 P2,2Q 63 1 63 TOTAL PRIVATE OPEN SPACE PROVIDED (SF) 4,285 TOTAL PRIVATE OPEN SPACE REQUIRED (SF) 8,450 DEFICIT (TO BE MADE UP BY COMMON INTERIOR) 4,165 COMMON INTERIOR OPEN SPACE (SF) CLUBROOM 1791 YOGA 499 FITNESS 1436 CO -WORKING 2602 TOTAL COMMON INTERIOR OPEN SPACE 6328 BUILDING B AREA SUMMARY FLOOR LEVEL TOTAL AREA (SF) FIRST LEVEL (01) GARAGE 21,550 FIRST LEVEL (01) RESIDENTIAL 20,501 42,051 SECOND LEVEL (02) GARAGE 21,550 SECOND LEVEL (02) RESIDENTIAL 20,501 42,051 THIRD LEVEL (03) GARAGE 21,550 THIRD LEVEL (03) RESIDENTIAL 20,501 42,051 FOURTH LEVEL (04) GARAGE 21,550 FOURTH LEVEL (04) RESIDENTIAL 20,501 42,051 FIFTH LEVEL (05) RESIDENTIAL 20,501 Q H BUILDING AREA 188,705 SITE AREA 55,828 F.A.R. 3.38 RESIDENTIAL 102,505 PARKING 86,200 RETAIL 0 LEASING 0 AMENITIES 0 PUBLIC OPEN SPACE - BLDG A AREA LANDSCAPE (SF) HARDSCAPE (SF) TOTAL (SF) SETBACK 5483 2887 8370 LEVEL 3 RECREATION 1002 5744 6746 ROOF DECK 95 862 957 TOTAL PROVIDED (SF) 6580 9493 16073 TOTAL REQUIRED -15% OF SITE (SF) 9298 PUBLIC OPEN SPACE - BLDG B AREA LANDSCAPE (SF) HARDSCAPE (SF) TOTAL (SF) SETBACK & COURTYARD 8320 4021 12341 TOTAL PROVIDED (SF) 8320 4021 12341 TOTAL REQUIRED -15% OF SITE (SF) 8374 CODE ANALYSIS DATA CODE COMPLIANCE THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE STATE GOVERNING AGENCIES. APPLICABLE CODES: 2019 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 2019 EDITION OF THE CALIFORNIA MECHANICAL CODE (CIVIC) 2019 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) 2019 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) 2019 EDITION OF THE CALIFORNIA FIRE CODE 2019 EDITION OF THE CALIFORNIA ENERGY CODE 2019 EDITION OF THE CALIFORNIA GREEN BUILDING CODE PROJECT DESCRIPTION PROPOSED ARE 2 RESIDENTIAL APARTMENT BUILDINGS CONSISTING OF THE FOLLOWING: BUILDING A: • (1) TYPE I -A GARAGE & RESIDENTIAL BUILDING, 6 UNITS, 5 AT GRADE LEVELS • (1) TYPE III -A RESIDENTIAL BUILDING, 73 UNITS, 5 LEVELS ABOVE PODIUM • FIREWALLS ARE USED TO SEPARATE THE BUILDING ABOVE THE PODIUM INTO 3 BUILDING PORTIONS • (1) TYPE III -A RESIDENTIAL BUILDING, 20 UNITS, 5 LEVELS AT GRADE • BUILDINGS COMPLY WITH CBC SECTION 510.2 AND 705.3 EXCEPTION 2 • FIRE SPRINKLER SYSTEM: NFPA-13 BUILDING B: • (1) TYPE I -A GARAGE BUILDING, 4 AT GRADE LEVELS • (1) TYPE III -A RESIDENTIAL BUILDING, 70 UNITS, 5 LEVELS AT GRADE • FIREWALLS ARE USED TO SEPARATE THE BUILDING AT GRADE INTO 3 BUILDING PORTIONS • BUILDINGS COMPLY WITH CBC SECTION 705.3 EXCEPTION 2 • FIRE SPRINKLER SYSTEM: NFPA-13 FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (HOURS) - CBC TABLE 601 BUILDING ELEMENTS TYPE OF CONSTRUCTION IA IIIA PRIMARY STRUCTURAL FRAME (CBC 202 and 704) 3 1 BEARING WALLS -EXTERIOR 3 2 BEARING WALLS -INTERIOR 3 1 NONBEARING WALLS AND PARTITIONS -EXTERIOR CBC TABLE 602 NONBEARING WALLS AND PARTITIONS -INTERIOR 0 0 FLOOR AND ASSOCIATE SECONDARY MEMBERS 2 1 ROOF AND ASSOCIATE SECONDARY MEMBERS 1 1/2 1 SEPARATED OCCUPANCIES OCCUPANCY TYPE R-2 S-2 B A M R-2 to S-2: 1-HR S-2 to R-2: 1-HR B to R-2: 1-HR A to R-2: 1-HR M to R-2: 1-HR SEPARATION OF OCCUPANCIES R-2 to B: 1-HR S-2 to B: 1-HR B to S-2: 1-HR A to S-2: None M to S-2: 1-HR (CBC TABLE 508.4) R-2 to A: 1-HR S-2 to A: None B to A: 1-HR A to B: 1-HR M to B: None R-2 to M: 1-HR S-2 to M: 1-HR B to M: None A to M: 1-HR M to A: 1-HR JI Occupancy group p Y g p Total area (in S.F.) Number of occupants 50% p ( ) Number of drinkingfountains Service sink* Pool Showers (women) Number of toilets women Number of toilets (men) Number of urinals Number of lavatories (women) Number of lavatories (men) A-3 4,975 83 0.33 1 NA 2.49 0.83 0.83 0.83 0.42 Pool/Spa 1,277 86 0.34 NA 1.72 0.72 0.57 0.57 0.54 0.54 43 Total 1 1 2 4 2 2 2 1 NOTE; IN BUSINESS AND MERCANTILE OCCUPANCIES WITH 50 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED IN OCCUPANCIES WITH 10 OR FEWER PERSONS, ONE SINGLE USE (UNISEX) TOILET FACILITY MAY BE PROVIDED * IN COMBINED OCCUPANCY FACILITIES, MIN. ONE SERVICE SINK SHALL BE PROVIDED Total area (in S.F.) 1=V1 Number of occupants (50%) Number of drinking fountains (200 load factor) 01101 1-111111111211114111:1111 Number of toilets (women) Number of toilets (men) Number of urinals Number of lavatories (women) Number of lavatories (men) 10:111111 114 1 Service sink 3,000 g 1 1 1 1 1 1 1 1 1 Total area (in S.F.) Number of occupants (50%) (30 load factor) Number of drinking fountains Service sink Number of toilets (women) Number of toilets (men) Number of urinals Number of lavatories (women) Number of lavatories (men) 2,300 39 1 1 2 1 1 1 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer EL7 OAK INVESTMEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 "I" TF i No. W LO LO 06 V_ Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy l �G RA No. C29795 RENEWAL DATE AUGUST 31, 2023 s,9TF OF � CAS-\ License Stamp CODE & PROJECT SUMMARIES J Q C� G m ZD U) i U W U z Q J n 1r n V / LL N N O N 1 Ir- 00 0 COPYRIGHT AO�02   City Council  23 – 15 12/6/2022   AREA "Al " 91573 SQ. FT. , 8489S I B1 1 1084 SQ. FT., REA 65 SC I n PT 1 BUILDING A LEVEL 71 SCALE: 1/32"=V-01 7 �II�//.IIL-IIL�I�IL�IIL�IIL�IIII�II�III�I�' 0 r-- , uv r L--1------- BUILDING A LEVEL 61 SCALE: 1/32"=l' L� J AREA "A3" 3863 SQ. FT. L-1 A "A2" Lf I . on = : L------- BUILDING A LEVEL 51 SCALE: 1/32" ' 0 L61 AREA "A1" 91973 SQ. FT. ;EA "A3" 13 SQ. FT. BUILDING A LEVEL 41 SCALE: 1/32"=l'-01 4 SEA "A3„ '3 SQ. FT. BUILDING A LEVEL 31 SCALE: 1/32"=l'-01 3 R EA "A3„ '3 SQ. FT. AREA "A2" 1423 SQ. FT. BUILDING A LEVEL 21 SCALE: 1/32"=l' _ I ------J AREA "A3" -� 3863 SQ. FT. � AREA "A2" J 1423 SQ. FT. BUILDING A LEVEL 1 1 SCALE: 1/32" ' 21 1 ALLOWABLE BUILDING AREA& HEIGHT (MIXED OCCUPANCY) BUILDING! BUILDING PORTION TYPE OF CONSTRUCTION STORY OCCUPAN CY USE DESIGNATIO N ALLOWABLE BUILDING HEIGHT/NUMBER OF STORIES ABOVE GRADE PLANE CBC 504.3 & 504.4 ACTUAL BUILDING HEIGHTlNUMBER OF STORIES ABOVE GRADE PLANE BASIC ALLOWABLE AREA (S.F) TABLE 506.2 At BASIC ALLOWABLE AREA CBC 506.2 NS FRONTAGE INCREASE - CBC 506.3 If = fF/iP - .25JW/3� ALLOWABLE AREA PER STORY CBC 506.2.1 Aa = At + (Ns x If) ACTUAL FLOOR AREA OF STORY AREA RATIO OF FLOOR CBC 506.2.4 PERIMETER WITH 30' MIN (W) FRONTAGE F PERIMETER OF ENTIRE BLDG P AREA INCREASE FACTOR !f 1 R-2 JAPARTMENTI 8575 STORIES 71*475 24,000 1 24,000 193 539 0.11 26,594 8,090 0.30 A 3 AMENITIES 8574 STORIES 71'-8'71 14,000 14,000 15,513 1,883 0.12 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.43 Al I (WI/ HT INCREASE) 2 R-2 APARTMENT 8575 STORIES 71'-8'75 1 24,000 24,000 193 1 539 0.11 1 26,594 1 8,140 0.31 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.31 3 R-2 APARTMENT 8575 STORIES 71'-8'75 24,000 24,000 193 539 0.11 26,594 10,065 0.38 TOTAL AREA RATIO OF FLOOR 51 CBC 506.2.4 0.38 4 R-2 APARTMENT 8575 STORIES 71'-8'75 24,000 24,000 193 539 0.11 1 26,594 10,071 0.38 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.38 5 R-2 APARTMENT 8575 STORIES 7l'-8'75 24,000 24,000 193 539 0.11 26,594 8,489 0.32 B ROOF DECK 8576 STORIES 71'-8'75 85,500 28,500 88580 1 1,084 0.01 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.32 TOTAL AREARATIO OF BUILDING (52) CBC 1.81 ALLOWABLE BUILDING AREA & HEIGHT (SINGLE OCCUPANCY BUILDING) BUILDING! BUILDING PORTION TYPE OF CONSTRUCTION OCCUPANCY USE DESIGNATION ALLOWABLE BUILDING HEIGHT/NUMBER OF STORIES ABOVE GRADE PLANE CBC 504.3 & 504.4 ACTUAL BUILDING HEIGHT! NUMBER OF STORIES ABOVE GRADE PLANE BASIC ALLOWABLE BASIC ALLOWABLE FRONTAGE INCREASE - CBC 506.3 AREA PER STORY AREAOF BUILDING PERIMETER WITH 30' MIN (W) FRONTAGE F PERIMETER OF ENTIRE BLDG P AREA INCREASE FACTOR tf ALLOWABLE AREAPER STORY CBC 506.2.1 Aa = At + (Ns x!f) STORY ACTUAL FLOOR AREA OF STORY MULTI -STORY INCREASE CBC 506.2.3(2) Sa MAXIMUM ALLOWABLE BUILDING AREA Aa=At+(Ns xl)xSa ACTUAL BUILDING AREA (ALL STORIES) AREA (S.F) CBC TABLE 506.2 At AREA CBC 506.2 NS A2 IIIA (W/ HT INCREASE) R-2 APARTMENTS 85/5 STORIES 71'-8"/5 24,000 24,000 241 578 0.17 28,007 1 1,423 2 56,014 33,039 2 1,423 3 9,971 4 10,111 5 10,111 A3 IIIA (W/ HT INCREASE) R-2 APARTMENTS 8575 STORIES 71'475 24,000 24,000 159 310 0.26 30,310 1 3,863 2 60,619 19,315 2 3,863 3 3,863 4 3,863 5 3,863 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Pro[Oct Contact: Debbie Holland Email: d::011and@ktgy.com PrinciEial: Wil Wong Pro[ect Designer: D. ScCoolmeester Prolect Director: Debbie Holland Developer E�1�7T�I] OA K TMN! 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N Q U Q z Q Q z U) F_ w ry U) LU LO 06 No. Date Descri tion I- 2 m U) U LU U z Q J It is toe clients resConsibility Dior to or during construction to notiq toe arcIltect in Driting n oDany Derceived errors or omissions in toe bans and sDecikations o0oHc0a contractor tlbrougdy knoDledgeable DitEl toe building codes and metEbds oDconstruction s1buld reasonably be apare. Written instructions addressing sucp perceived errors or omissions slIall be received [Dom tDa arc1Jtect Dior to tpe client or clients subcontractors Doceeding do -litO t_e -lork. TDa client Dill be resDonsible ®r any de[ects in construction iDtDese Docedures are not [olloped. v J D ARc6,, ILL N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 Q' �9TF OF r O CA��F License Stamp o BUILDING A ALLOWABLE AREA CALCULATIONS COPYRIGHT AOl�03A   City Council  23 – l6 12/6/2022   AREA "B 1 11 3226 SQ. FT. AREA "B 1 11 3203 SQ. FT. AREA "B 1 11 3203 SQ. FT. NOT USED I SCALE: 1/32"=l'-016 1 BUILDING B LEVEL 41 SCALE: 1/32"=l'-014 1 BUILDING B LEVEL 21 SCALE: 1/32"=l'-01 2 BUILDING B LEVEL 51 SCALE: 1/32"=l'-01 5 AREA "B 1 11 3203 SQ. FT. BUILDING B LEVEL 3 AREA 11131 11 3203 SQ. FT. SCALE: 1/32"=l'-01 3 I BUILDING B LEVEL 1 1 SCALE: 1/32"=1'-0i 1 ALLOWABLE BUILDING AREA& HEIGHT (SINGLE OCCUPANCY BUILDING) BUILDING! BUILDING PORTION TYPE OF CONSTRUCTION OCCUPANCY USE DESIGNATION ALLOWABLE BUILDING HEIGHTlNUMBER OF STORIES ABOVE GRADE PLANE CBC 504.3 S� 504.4 ACTUAL BUILDING HEIGHT! NUMBER OF STORIES ABOVE GRADE PLANE BASIC ALLOWABLE AREA �S.F) CBC TABLE 506.2 At BASIC ALLOWABLE FRONTAGE INCREASE - CBC 506.3 ff = (FIP - .251 W130 AREA PER STORY AREAOF BUILDING PERIMETER WITH 30' MIN �� FRONTAGE F PERIMETER OF ENTIRE BLDG P AREA INCREASE FACTOR ff ALLOWABLE AREA PER STORY CBC 506.2.1 Aa=At+ Nsx STORY ACTUAL FLOOR AREA OF STORY MULTI -STORY INCREASE CBC 506.2.3(2) Sa MAXIMUM ALLOWABLE BUILDING AREA Aa=At+(NsxlfJxSa ACTUAL BUILDING AREA (ALL STORIES) AREA CBC 506.2 NS 131 IIIA(W/ HT INCREASE) R-2 APARTMENTS 8575 STORIES 59'-1"15 24,000 24,000 143 268 0.28 30,806 1 3,203 2 61,612 16,038 2 3,203 3 3,203 4 3,203 5 3,226 B2 IIIA (WI HT INCREASE) R-2 APARTMENTS 8575 STORIES 59'-1"15 24,000 24,000 229 708 0.07 25,763 1 9,740 2 51,525 49,516 2 9,944 3 9,944 4 9,944 5 9,944 B3 IIIA (WI HT INCREASE) R-2 APARTMENTS 8575 STORIES 59'-1"15 24,000 24,000 300 457 0.41 33,755 1 7,354 2 67,510 37,582 2 7,557 3 7,557 4 7,557 5 7,557 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Pro[Oct Contact: Debbie Holland Email: d::011and@ktgy.com PrinciEial: Wil Wong Pro[ect Designer: D. ScCoolmeester Prolect Director: Debbie Holland Developer ED OAK INVES`I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i I FA, TF i No. (D N d� Q U Q z Q Q z U) LU LU ry U) LU LO LO 06 LO Ir- Nt Date Descri tion It is toe clients resConsibility Dior to or during construction to notiq toe arcIltect in .siting oLlany Cerceived errors or omissions in toe bans and soecikations 000lJc❑ a contractor Ebrougdy knoi Iledgeable ❑It❑ toe building codes and met0ods oElconstruction sOould reasonably be a -]are. Written instructions addressing suc❑ oarceived errors or omissions sCell be received [hom toe arcEitect Dior to tE1e client or clients subcontractors Doceeding ❑it❑ toe ❑ork. TDe client All be res0onsible Cor any de[ects in construction i0t0ese Docedures are not ollo ed. D ARC y�TF No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � o��Q- OF CAS\ License Stamp BUILDING B ALLOWABLE AREA CALCULATIONS Q H 75 m ZD Cn U W U z Q J F_ V U_ CNI N O N 1 Ir- 00 O COPYRIGHT AO�03B   City Council  23 – l7 12/6/2022   BUILDING A UNIT AREA SUMMARY UNIT TYPE UNIT FLOOR AREA (SF) DECK FLOOR AREA (SF) NUMBER OF UNITS TOTAL / UNIT TYPE TOTAL FLOOR AREA (SF) LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 STUDIO 16 P0.1A 453 0 1 1 453 P0.113 454 0 - 1 1 1 1 1 5 2,270 P0.1C 453 0 1 1 453 P0.1D 453 0 1 1 1 1 4 1,812 P0.2A 510 0 - - - - - 0 0 P0.3A 546 0 1 1 546 P0.3B 1 546 1 0 1 - 1 1 1 3 1,638 P0.3C 546 0 1 1 546 1 BEDROOM 28 P1.1A 698 68 1 - - - - 1 698 P1.113 700 68 - 1 1 1 1 4 2,800 P1.1C 701 68 - 1 - - 1 701 P1.11) 698 68 1 1 1 1 4 2,792 P1.1E 701 68 - - 1 1 2 1,402 P1.1F 690 61 - - 0 0 P1.1G 701 66 - 0 0 P1.1H 698 66 - 0 0 P1.1J 690 61 - 0 0 P1.1K 698 66 - - 0 0 P1.2A 741 39 3 - - - - 3 2,223 P1.2B 741 37 - 3 3 3 3 12 8,892 P1.3A 723 84 1 - - - - 1 723 P1.313 723 0 - - 0 0 2 BEDROOM 32 P2.113 1080 74 1 - 1 - 2 2,160 P2.1C 1080 74 - - 1 - 1 2 2,160 P2.11) 1083 84 1 - - - - 1 1,083 P2.1E 1083 74 - 1 - 1 - 2 2,166 P2.1F 1083 74 - 1 - 1 2 2,166 P2.1G 1081 68 - 1 - - 1 1,081 P2.1H 1081 74 - 1 1 2 2,162 P2.1J 1079 68 - - 0 0 P2.1L 1063 70 0 0 P2.1P 1063 70 0 0 P2.1Q 1063 0 - - - 0 0 P2.213 1154 77 1 1 - 1 3 3,462 P2.2C 1154 77 - - 1 - 1 1,154 P2.21) 1151 74 1 1 - 1 - 3 3,453 P2.2E 1151 74 - - 1 1 2 2,302 P2.2F 1143 77 - 1 1 1,143 P2.2G 1150 67 - 0 0 P2.2H 1150 67 0 0 P2.2J 1150 67 0 0 P2.2K 1150 67 0 0 P2.2L 1149 84 0 0 P2.2M 1149 84 0 0 P2.2N 1149 84 0 0 P2.2P 1152 63 0 0 P2.2Q 1152 63 0 0 P2.3A 998 0 0 0 P2.313 998 47 0 0 P2.3C 998 47 - - 0 0 P2.4A 932 0 1 1 - 1 - 3 2,796 P2.413 932 0 - - 1 1 2 1,864 P2.5A 1151 40 1 - - - - 1 1,151 P2.513 1151 37 - 1 1 1 1 4 4,604 P2.6A 1121 0 1 1 1 1 - 4 4,484 3 BEDROOM 3 P3.1A 938 57 0 0 P3.113 938 60 0 0 P3.1C 938 60 0 0 P3.2A 1059 0 1 1 1,059 P3.213 1055 0 - 1 1 1,055 P3.2C 1048 0 0 0 P3.4A 1053 0 1 1 1,053 4 BEDROOM 16 P4.1A 1325 60 1 1 1,325 P4.113 1325 49 - 1 1 2 2,650 P4.1C 1320 49 - 1 - 1 - 2 2,640 P4.1E 1288 44 - - - 1 1 1,288 P4.1F 1300 0 1 - - - 1 1,300 P4.1G 1290 0 - 1 - - - - 1 1,290 P4.1H 1290 44 - 1 1 1 1 4 5,160 P4.1J 1293 0 1 - - - - 1 1,293 P4.1K 1293 44 - 1 1 1 3 3,879 P4.1L 1296 60 - - - - 0 0 P4.1M 1296 63 - - - - 0 0 P4.1N 1296 47 - - - - 0 0 P4.1P 1296 63 - - - - 0 0 P4.1Q 1296 47 - - - - 0 0 P4.2A 1494 87 - - - - 0 0 P4.213 1494 87 - - - - - 0 0 TOTALS 6 8 17 18 20 16 14 99 91,332 BUILDING B UNIT AREA SUMMARY UNIT TYPE UNIT FLOOR AREA (SF) DECK FLOOR AREA (SF) NUMBER OF UNITS TOTAL / UNIT TOTALFLOOR AREA (SF) LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 STUDIO 5 P0.1A 453 0 0 0 P0.16 454 0 0 0 P0.1C 453 0 0 0 P0.11) 453 0 - - - - - 0 0 P0.2A 510 0 1 1 1 1 1 5 2,550 P0,3A 546 0 - - - - - 0 0 P0,313 1 546 1 0 1 0 0 P0.3C 546 0 0 0 1 BEDROOM 12 P1.1A 698 68 0 0 P1.113 700 68 0 0 P1.1C 701 68 0 0 P1.11) 698 68 0 0 P1.1E 701 68 0 0 P1.1F 690 61 1 1 1 1 4 2,760 P1.1G 701 66 1 - - - 1 701 P1.1H 698 66 1 - 1 698 P1.1J 690 61 - 1 1 690 P1.1K 698 66 1 1 1 1 4 2,792 P1.2A 741 39 - 0 0 P1,213 741 37 0 0 P1.3A 723 84 - 0 0 P1.313 723 0 1 1 723 2 BEDROOM 28 P2.113 1080 74 - 0 0 P2,1C 1080 74 0 0 P2.11) 1083 84 0 0 P2.1E 1083 74 0 0 P2.1F 1083 74 0 0 P2.1G 1081 68 0 0 P2.1H 1081 74 - - - - 0 0 P2.1J 1079 68 1 1 1 1 4 4,316 P2,1L 1063 70 - 1 1 - 2 2,126 P2.1P 1063 70 - - - 1 1 1,063 P2.1Q 1063 0 1 - 1 1,063 P2.213 1154 77 - 0 0 P2.2C 1154 77 0 0 P2.21) 1151 74 0 0 P2,2E 1151 74 0 0 P2.2F 1143 77 - 0 0 P2.2G 1150 67 1 - 1 1,150 P2.21-1 1150 67 - 1 - - 1 1,150 P22 1150 67 - 1 1 2 2,300 P2.2K 1150 67 - - - 1 1 1,150 P2,2L 1149 84 1 1 1,149 P2.2M 1149 84 - 1 1 1 - 3 3,447 P2.2N 1149 84 - - - - 1 1 1,149 P2.2P 1152 63 1 1 1 1 - 4 4,608 P2.2Q 1152 63 - - - - 1 1 1,152 P23A 998 0 1 - - - 1 998 P2.36 998 47 - 1 1 1 - 3 2,994 P2.3C 998 47 - - 1 1 998 P2.4A 932 0 - 0 0 P2.413 932 0 0 0 P2,5A 1151 40 0 0 P2.513 1151 37 0 0 P2.6A 1121 0 0 0 3 BEDROOM 6 P3.1A 938 57 1 - - - 1 938 P3.113 938 60 - 1 1 1 - 3 2,814 P3.1C 938 60 - - - 1 1 938 P3.2A 1059 0 - 0 0 P3.26 1055 0 - 0 0 P3.2C 1048 0 1 1 1,048 P3.4A 1053 0 0 0 4 BEDROOM 19 P4.1A 1325 60 0 0 P4.113 1325 49 0 0 P4.1C 1320 49 0 0 P4.1 E 1288 44 0 0 P4.1F 1300 0 0 0 P4.1G 1290 0 0 0 P4.1 H 1290 44 0 0 P4,1J 1293 0 0 0 P4.1K 1293 44 - 0 0 P4.1L 1296 60 1 - - - 1 1,296 P4.1M 1296 63 - 1 1 1 3 3,888 P4.1N 1296 47 1 1 1 - 3 3,888 P4.1P 1296 63 - - - 1 1 1,296 P4.1Q 1296 47 - 1 1 1,296 P4,2A 1494 87 2 - - - - 2 21988 P4.2B 1494 87 - 2 2 2 2 8 11,952 TOTALS 14 14 14 14 14 70 74,069 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK ITNV1 S"I'ME-N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy�T A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAL\ License Stamp BUILDING AND UNIT SUMMARY J Q C� G m ZD U UJ U z Q J 1rn C LL N N O N 1 Ir- 00 0 COPYRIGHT AO�04   City Council  23 – 18 12/6/2022   I — rI I I L— FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 11\ 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I I 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) (2 SHORT DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR ■ I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS t FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.F.®. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer EDx�OAK I 1*�ty ES'I,1V EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 24 TF Ir— O CV Q U Q z Q Q z U) F w w U) w V_ Ln 06 J Q No. Date Description F____ 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcl ,, LL G��SED �0'LG, 0,A (V N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF or 0 CAL�F�� License Stamp o BUILDING A FIRST FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 1 FIRE PROTECTION PLAN SCALE:3/32"=1'-0i 1 COPYRIGHT Cc AO�l 1   City Council  23 – 19 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING A SECOND FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 2 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�l 2   City Council  23 – 20 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND - BUILDING ENTRANCE I ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT --J • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I VES`I'MEN"1 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F LU w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARClll LL G��SED �0 0,,A (V N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING A THIRD FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 3 FIRE PROTECTION PLANS I SCALE:3/32"=V-01 1 COPYRIGHT AO�l 3   City Council  23 – 21 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARClll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING A FOURTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 4 FIRE PROTECTION PLANS I SCALE:3/32"=V-01 1 COPYRIGHT AO�l 4   City Council  23 – 22 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARClll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING A FIFTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 5 FIRE PROTECTION PLANS I SCALE:3/32"=V-01 1 COPYRIGHT AO�l 5   City Council  23 – 23 12/6/2022   F -1 C i r MEN MEN MEE MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN MEN ■ ■ ■ I — ■ I ■ ■ F—t—n--7n----I I \' II �i II 1 I I° o pl ■ � II ■ p ■ 9 II II II ■ II =_ ■ II ■ � II ■ ■ I � ■ 0 ■ El II ■ II fy� lJ�/ 11 Il 11 Il ■ ■ , II II II II ■ 00 ■ 00 — II u II II II II II -- o WINE .o, T I I ' Ilj II l L J � III III L , r� J L1 iA� T I O I �-� I L J I L J ----- __ L J L—J Ijj T III i III I III III �� In 1 h��U 1... I... ■� .MIN . � ■ .. ■ .. ■ MEE ■ .. ■ . ■ .. .. .. ■ ■ .. .. .. .. ■ ■ �J II II ��■� _ 00 IF 7 L� J L_ JJ I co . 16,b K) � � o .I � ■ ■ ■ — � I — _= I rr=— _�� - I rr— -�7 rr— II II II II II II �a II ■ I II I II I II II II I II II IIF II ■ II r II L ■ II ■ w� ° LL - ■ J ■ 01 o ■ ■ ■ ■ II ■ 'I 1 _ JI II F- . T El II s 101 _J FF 7 jj ` yX LL J II II u II II II II --- 4117. l r-J \ h /- . /\ / . /\ / J P FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE ■ ■ MENNEN! 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I I 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) ■ 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) MENNEN! ■ ■ MENNEN! 2 HR 14/AD-24 INTERIOR ■ 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � (2 SHORT DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM ■ 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX BEARING WALLS EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM XX ■ ■ MEE MEE STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL EXPOSED STANDPIPE OR IN WALL * WITH ACCESS PANEL - CLASS FIRE EXTINGUISHER CABINET - E. F.C. SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION N 1 01- _ Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q z Q z U) F LU LJJ U) LU LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) i U LU LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF' LL G��SED �0 0,,A CN N No. C29795 RENEWAL DATE AUGUST 31, 2023 ■ 9TF OF C A\_1100 License Stamp o BUILDING A SIXTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 6 FIRE PROTECTION PLANS I SCALE: 3/32° -o} 1 COPYRIGHT AO�l 6   City Council  23 – 24 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARClll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING A SEVENTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 7 FIRE PROTECTION PLANS I SCALE:3/32"=V-01 1 COPYRIGHT AO�l 7   City Council  23 – 25 12/6/2022   0 I I I I I I FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARClll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B FIRST FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 1 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�21   City Council  23 – 26 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I VES`I'MEN"1 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B SECOND FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 2 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�22   City Council  23 – 27 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM � M M 2 HR 20/AD-22.1, 8/AD-24 3 HR 15/AD-26 1 HR X/AD-XX, X/AD XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB I 2 HR I 13/AD 21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR 3 HR 21/AD-21 TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I VES`I'MEN"1 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F LU U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A (V N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B THIRD FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 3 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�23   City Council  23 – 28 12/6/2022   FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM � M M 2 HR 20/AD-22.1, 8/AD-24 3 HR 15/AD-26 1 HR X/AD-XX, X/AD XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB I 2 HR I 13/AD 21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR 3 HR 21/AD-21 TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I VES`I'MEN"1 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F LU U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B FOURTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 4 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�24   City Council  23 – 29 12/6/2022   L-----J FIRE PROTECTION NOTES 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON -SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE -RESISTANCE RATED PENETRATIONS DETAILS. TYPE III -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE WALLS 3 HOUR I I I l 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE I I l l 3 HR 15/AD-26 OCCUPANCY SEPARATION (R-2/A-3/B) 1 HR X/AD-XX, X/AD-XX & TRASH ACCESS ROOM FIRE PARTITIONS CORRIDOR TO UNIT 1 HR 12/AD-24, 20/AD-24 UNIT TO UNIT 1 HR 4/AD-24 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) 2 HR 16/AD-28 TYP. STEEL COLUMN 2 HR 12/AD-28 TYP. STEEL BEAM 2 HR 4/AD-28 TYP. WOOD COLUMN 2 HR 4/AD-28 TYP. WOOD BEAM BEARING WALLS EXTERIOR (TYPE III -A) 2 HR 14/AD-24 INTERIOR . 1 HR 1/AD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 1/AD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR 1/AD-21 INTERIOR NON -STACKING SHAFT 2 HR X/AD-XX INTERIOR CORRIDOR 1 HR 3/AD-21 EXTERIOR CORRIDOR 1 HR 2/AD-21 PRIVATE BALCONY 0 HR 4/AD-21 TYPE I -A ASSEMBLIES FIRE DETAIL DESCRIPTION SYMBOL LEGEND RATING REFERENCE(S) FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) 2 HR 13/AD-22 SHAFT ENCLOSURE (DOUBLE WALL) � � (2 SHORT D DASHES) 2 HR 15/AD-22 SHAFT WALL (NON -LOAD BEARING) 2 HR 14/AD-22 TRASH ACCESS ROOM 1 HR 9/AD-22, X/AD-XX (1 SHORT DASH) FIRE PARTITION CORRIDOR TO UNIT 1 HR 10/AD 22 UNIT TO UNIT (DASHED LINE) 1 HR 11/AD-22 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN 3 HR X/AD-XX TYP. CONCRETE COLUMN 3 HR X/AD-XX EXTERIOR I I I 3 HR X/AD-XX INTERIOR 3 HR X/AD-XX NON -BEARING WALLS & PARTITIONS 0 HR 3/AD-24, 7/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR 9/AD-22 SIM. INTERIOR PLUMBING 0 HR 12/AD-22 FLOOR / CEILING - CONCRETE SLAB 0 HR X/AD-XX CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB 2 HR 13/AD-21 SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB 3 HR 21/AD-21 TYP. INTERIOR TYP. EXTERIOR @ COURTYARD 3 HR X/AD-XX TYP. EXTERIOR @ PRIVATE DECKS 3 HR X/AD-XX TYP. EXTERIOR SHELF 3 HR X/AD-XX (NON -OCCUPIABLE SPACE) LEGEND Ak BUILDING ENTRANCE ACTUAL HOSE PULL FROM OEM OEM STANDPIPE OR FIRE HYDRANT • STANDPIPE IN INTERIOR EXIT STAIRWAY ■■■■■■■■■■■■ 150'HOSEPULL * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FMc. FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. PARTIAL SECTION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO Nt W No. Date Description H 2i m ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A CV CV No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B FIFTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 5 FIRE PROTECTION PLAN SCALE: 3/32"= V-01 1 COPYRIGHT AO�25   City Council  23 – 30 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 54 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 31 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6.2" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 31 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 9.3" PROPOSED STAIR WIDTH 48" EGRESS OPENING WIDTH TOTAL OCCUPANTS 46 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 72" EGRESS OPENING WIDTH TOTAL OCCUPANTS 223 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 44.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 48" EXIT DISCHAE �rrl= EGRESS OPENING WIDTH TOTAL OCCUPANTS 31 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" - 21'- 1 I I I I I I TUR I ND ---, I I r--- - ---, POT 1 1 II 1 1 1 [AR 000000°o--�IOOOOO°OO-------1-------- ----°°°° ---+------------------ +--------------------------------------+------- - ----- - -- I I I 16V-10,, 1 Ell 0°0°0°0° - - 1/3 OVERALL ' 0000 _� L____ _J L___ ERALL DI °°°°°° I MENSION L---- °°°°'°°°° - � I ----- � - --------------- -------�-------------------III 0000) I UP 5% II I � ' II I I II II I I I II i I I I ---� r-------T-, -----I---�� I F=1 I I I I I I ; 1 I I I I I I I ------------I -5 ----- r-------i-, 1 I I I I I I I I I I I I a D 0 4& FIRE PUMP ROOM n 0 r-FPI IMP K E S 437 30 A EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EXIT nicCunRr_G EGRESS OPENING WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 83 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 16.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" 0000000o I I I C r - - 000o i I� �'-----j-- I V °° 0000 000e° TU -SP AR ND o °f000 I ee I I oc>o SID ❑ 1 000°o°oo noon° L_________J 1E' I[All IIImpI --- o°o°o°o° EXIT EXIT 0000 �------- 30 42 oeo o�o� 1 0000 IL J I 1 1 1 1 1 -5, 1 � � I III1 I❑1I I1I IIII L i/ �I1I` �� T � � I11II ❑ ----- ---, 1 I -------------- --- --------- --------------- 2 S-iI2 I - - ------- - ;iiIII _ 7- I1 I11111 ---�-------, II'II DWELLING DWELLING flNIT1286 7 E JLIuEII CTRIC 338 A3RL0-R20 2 M 'oo rIL -_-__ - 1I❑ -_ 1 -_-J_I -_I�oJ If - III -y oF- -F �,(r�rqti< CH O/ 0 eII / o y N C "J2 - - -- --- 0»000°0000 °0000000°00000°000000°000000°0 00000°0000000°000000°000000°0 0000°0 000°0 111 - � - -----O�O�L ----- ------ c L Al"S�0710�VA I 7% -------- -------- ------+------ ___ PARKING 1200 89 S-2 TOTAL PARKING OCCUPANT LOAD = 92 92 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT UP o r--- -----, r------------------------------ I I I 1 I I I I i 1 i 1 1 i 1 i 1 I I I 3 ------ - 1 I DWELLING UNIT 1 F -1 1 690 1 200 1 L -1 1 4 1 R-2 I r-�-------, 1 I l i I 1 I I - I ---- ---�- I I I I ■' - FIRE WALL I I RADU 1 I 1 I 1 DWELLING UNIT I ----------- I 1043 1 200 F -1 1 6 1 R-2 1 I 1 1 F00000 1 0000 L 0 1 o°o°0 0 0000 ee eeeee eeeeee eeeee eeeeeee eeeeeeeeeeeeeee°oeo eeeeeeeee CPET = 58'-71 °e°e °e°e°e°eoe°e°e°e°o°0000eoe°e°e°e°e°o°o°e°e°e°e°e°e°e°e a°e°e°e°e°e°e°e � - o°o°oo°o°o°o°o°o°°o°o°o°o°o°o°o°o°o°o°oo°o°o°oo°Oo°o°o°o°o'000e°ooaeee I ( _ - ttl ° e�e�e�e�e �o�o�o�o�o�e�o�e�e�e�e>o�o00000o�°I°�e�eeo 0 0° L 135' 1 " o I - --J -- --- -- PARCEL ---- --- r� 5> IV ROOM - ___A. r__ __ ___ r I I ET - ��,,^O�°GAO I I i TOTAL OCCUPANT LOAD = 127 - J i = 17 O��\O\°r\00� cif I i __ ]-127 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT 0 n___________________ ------------------------- F TRASH 2446 300 9 S-2 I I Li -- L 1 Co II I F1 I I I U I I I I I I L_-------- J I I I i � MPOE � --- I i 86 300 n uJ I 1 R-2 II 1 i CPET = 52'-0" DWELLING UNIT L L=83'-8" 1003 200 --- 6 R-2 --- �� »tea• f � ,/fin i MENNEN dP- r EXIT 86 ❑ h^\ I I � p EGRESS OPENING WIDTH i i "� v qT, p� 11 c. TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.2 I �� o TyFF-riT 3 Of, �otiq� ❑ PROPOSED OPENING WIDTHREQUIRED OPENING IDMIN! 33.4" \\\ EX ^\� OVFR 44 S S OM s/�N, I FL---------J PROPOSED DOOR WIDTH 36" �� 6 /MF�S N 0�•2>�3�2S6 �s , 4F EGRESS OPENING WIDTH TOTAL OCCUPANTS 86 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 17.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" RESTAURANT 2573 15 172 A-3 \ \� 7 g1V71 1 13 Z 1 I I I I -Q.�GOG I I 7 W _ EXIT = - ® x TOTAL OCCUPANT LOAD = 91 n O\P Q\'V 43 O� ��\° i i d i i i D 91 OCCUPANTS/2 EXITS =45/46 OCC. PER IT P\y �Q- 112i I I I I I I 1 ;a0 �- -I - mL- _A G) � `�- O \O �Rr �\, I \\- I I 1 ill 66 -_'--�--------- ----------I -i �`1 0 ®/ 66 lJV I I 1 \�'P�A I r---� - 1 F ii PET = 51'-4 1 D:D II L J CO -WORKING 2612 15 175 A5 I -- I 1 1 M1 I 1 u I I I 1 OFFICE n 1 II i 160 150 I i i OFFICE 2 A-3 1 I 0 I I 145 150 ® 1 I I I 1 A-3 TOTAL LEASING/C -WORK NG I I I I OCCUPANT LOAD 198 CPET = 30'-0" L---_ L---------J 198 OCCUPANTS/ EXITS 66 OCC. 1 L=122'-0" 1 1 PER EXIT WORK POD 1 1 CONFERENCE 1 1 78 150 1 1 DWELLING UNIT 1 A-3 �� 17 A 3 ; - 1256 200 7 R-2 1 ❑ \ � \,\ O Gj �\--------- � M Z U M I I I I I I I I �° �00 I o Z p V _O I I 1 L J WI \° J I WORK POD 80 150 EM I r---- o M I i-------- ORK POD I- ----- O� O 181'-1 233/256" I - Q 1/3 OVERALL DIMENSION=106'-O" I i i O i i 0 150 i I 3J�I`dH�SIa I - iIX7 I r I I I I I Q I III I I L RETAIL L 1 8103 60 I 135 M 1 I I I I I I I I I r---- I I 1 I I I I I I I I I I I 1 I I 1 I I I I I 51'-6" qEXIT 1/3 OVERALL DIMENSION=41'-8" EXIT P _ 1 67 _ 68 -- I I I 7[��J� / ^[�� -----------JI 1J�I`dHOSla 1 -- ---il I- ----------- il 1S�I V HJ3Y��-----------1 lIX3 lIX] EGRESS OPENING WIDTH TOTAL OCCUPANTS 68 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 13.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" 1 1 -1 I I I ♦ I ' 1 I ♦ I I ♦ I ♦ ♦I i ------ J I I I I ' __ ♦ FITNESS L 1553 50 ♦� 32 A-3 I 41 --- EXIT ♦ CPET = 62'-1" 66 I - I I EGRESS OPENING WIDTH L _ J 39�]VHOSIQ TOTAL OCCUPANTS 47 lIX� EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.4" 4 PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 12.6" PROPOSED STAIR WIDTH 48" EGRESS OPENING WIDTH TOTAL OCCUPANTS 43 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 112 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 22.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" i) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3• PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■■■■■■■■■■■■■■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX5 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE I O INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1' A1,,NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q z Q 'z^^ VJ w UJ U) w LO Lid 06 No. Date Description H 00 �Z) v J U W 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding P ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARCy/TF' LL CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A\ License Stamp o BUILDING A FIRST FLOOR EXITING ANALYSIS BUILDING A - LEVEL 1 EXITING ANALYSIS I SCALE: 3/32"=1'-0} 1 COPYRIGHT AO�31   City Council  23 – 31 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9.8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" DWELLING UNIT 482 200 - 3 R-2 T LrJ_-J uv 1 II I I °I �l ELEC o 1 1 DWELLING UNIT El 1 1286 200 7 R-2 � 8� ® II u EXITS F n 49�; L�J 1 1 �3 I u r_________1 r_____ ___, r_________, 1 1 1 1 1 1 1 I r--------L-11 ---------------------------------------- -------------------------------- ------ --- --------------------------------- I ----�I-----� I 1 1❑ 11 I I I I❑I I I I I I ----- 1 - - - - ,��-------- L------- J-_J L___ ___ J L__ <Fqs I___I __J I I L__ I_ L_�_______J 1 0 co ----------- LO oI of .1h I I �F-Qti��'��°tiq/mil I of ICI of 1 V111E Jllr V.f� ` o /� I i O/A S'�CA2/� FNs/ j I LI DWELLING UNIT 1 200 Z'1'` 1/O Ts/OiL; 2oQ o I� I -- ------ 1 1 6 3 R-2 ----------- R ti F I tio� L-1 I I I I F-9 II I / / ON °°` ss -�-----� I r------- I I I I .77 "7 I I I I I I I I I I I I I I I I ❑ I I I I I❑ I I I I I I I I m --_ � -_m -- Ij/-��/ 1L--- ----+�---- I I I I I I 1 I II I ----------------- ----------------- -------- +------- ---+----------------------------------------+ --------- 1 L____ ____ I PARKING HORIZO AL EXIT AT FIRE ---j- 19767 200 ' WALL OVIDED FOR TOTAL PARKING OCCUPANT LOAD = 99 I ACC SSIBLE MEANS OF H-� 1 D I I I F-1 1 311 200 I 99 OCCUPANTS/2 EXITS =49/50 OCC. PER EXIT EqkESS ONLY PER CBC L A R-2 EXCEPTION 1 �--------� e°°°°°° °° 1 00000 1 - - - - I mmmmmm mm m m000^o°o^o^ I I I I °o°0°0000 1 0 00°0 0 - I 16 �I I I I I I 0000 00 � 0000 �oa I I �J ~ I \ 1 1 i 1 II I I I I I I I I I I I 1 ♦ 1 L_________J \ L_________J `PEN TO LOS I \ --J I ---- L---- II I II II I ��I ----1 -' I----------, _ I I I I I I I '`� I I CPET = 2a; 'I I I� I l� I I I� I p �� I i o I I� I ♦♦♦®50 -� (::a G o II r---- I I- TOTAL INTERIOR OCCUPANT LOAD = 146 ��j�O��G�� I I I I L A , II ®� r----------- -----------� 146OCCUPANTS/3EXITS =48/49OCC.PER EXIT Q\� ��P G i i 1 II I I \, En- - - - - - - - p 1 I I 1 \QUO Q �QP�Q\ r L------J ,--1 5 5 424 200 a DOWN 5% C� \1 DWELLING UNIT 1 ®® i i ® P�` <`Q-Q ��ti �'� L J 3 R-2 L A 1 TRASH ____ __� 1 oJ�OJ 1 81 300 i 1 � 5� P� RE MP - IL1 1ILIL rt, O , _ 1 1 ° ° J 1 L �� 1 Q� �� - � BREAK ROOM 1 1 \�' I 185 15 1 I F J - LA ; f 1 n � 1 RESIDENT STORAGE 957 200 5 R-2 12 R-2 - I I I i IF-! F I11 I I ,I LJail - II I I MAINTENANCE 212 300 1 R-2 I I ♦ I I 1 I i 1 1 1 OPERATIONS 1 DWELLING UNIT 1014 200 6 R-2 JI I I I I I I I I I I II 1 I LJ I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I 7 I I I I I II I I I I I I I I IIII I I I I I I I I I I I I 1 I I �I I I I I I I I I ❑ I I I I II IQI I I I I I I I I I I I I I I I I ' FEC ' -------+--------- ------------------------+------ -------+-------- ----------------- - ---- -- ----- -------+----------+------------- - ----+-t--- ------+ I I I I I 1 I 1 om I � UP 5% �» I POOL EQUIP RM 383 300 2 R-2 RESIDENT STORAGE 2144 200 11 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" SHARED GOODS 418 200 3 R-2 1 634 150 1 1 i CPET = 96'-4" 5 R-2 L = 194'-9" CPET = 56'-3" r-- STORAGE 1 1 I L= 177'-9" I 108 200 1 EXIT - I I 1 R-2 i I I � ® 48 ---- ; L----J E) =-- =- ' ----� 1I === ❑ ® RETAIL STORAGE I --------4 409 2R00 I I lj 176'-11 101/256" 1 523 YOGA 50 r r � 1/3 OVERALL DIMENSION=111'-0" 11 A-3 I I I I I I I I I I I I I I 1 11 I ❑ I I I I I 11 I I 1 I I I I I I I I I I I I I I I 4-1 I I I I I I I I I I I I I I I I I I I I I I I I I FIRE WALL DWELLING UNIT 424 200 3 R-2 77 L -J I II in� 1 (� DWELLING UNIT t� E 7 R-2 1 ==0 I 1 1 ❑ a1 1 u 1 I :IT L�J I 1 9 I I�/ b II 1 CPET = 55'-8": n I I III r---------, ---------, I I r---- ----, r--- ----, r---------, I I I I I I I I I I I I I I I ❑ I I ❑ I I I I I I ❑ I I I I 1 F I I I I I I I L---------J L---------J I I I L---- ----J L--- ----J L---------J I I I ` / I `� I--- I I I ---- ---- ---- ---- ---� \ `� - - - - - - - - > ❑ I EGRESS OPENI WIDTH TOTAL OCCUPA S 48 EGRESS WIDTH PER OCCUP 0.2 REQUIRED PENING WIDTH 9.6" PROPO D OPENING WIDTH MIN. 33.4" PRO/POSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 48 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 14.4" PROPOSED STAIR WIDTH 75" EGRESS OPENING WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 49 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" I I I I I I r------ I I I I I OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■ommommommomo■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX5 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE 0 FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE I O INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?II N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i No. Date Description CH G 00 �Z) v ) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy�TF' LL G��SED R 01A N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A� License Stamp o BUILDING A SECOND FLOOR EXITING ANALYSIS BUILDING A - LEVEL 2 EXITING ANALYSIS I SCALE:3/32"=1'-01 1 COPYRIGHT AO�32   City Council  23 – 32 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 54 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 3611 STAIR WIDTH TOTAL OCCUPANTS 54 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 16.2" PROPOSED STAIR WIDTH 48" c JIII�J I IIIIIIIII � IIII1IIII � IIr�IL-__-_- _ IIIIIII _IIIIII -I-__-_J,IIIII IIIIIIIIIII � IIIIIIIIIII � rIL -_ -_ -_ IIIIIII❑I - - - 1 IIIII IIII � 1 I Ir1I1 III1I1IIII' - LQ F- E J C +-------------------------------+-------------------------------------+------- ----- ------ --------- - IIIIIIIII' - -c -- - - - -+ I I 16V-10" LJ________ MENION=68'_211/3OVLD UP 5% I -- --� r------- T-, I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I ; I 0 4 0 a r --------- I I -- --� r------- T-, I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I ; I 0 4 0 a r --------- I I , I I I I ------I I I I i I I I I I I I I I I I I l�l of I I I t 424 3 DOWN5%C� o+ IIIILrr - _ -- - _-- - _- - I❑III❑ - - � I1II II o � 'Q .9 � � N q� II1IL -� o0S IIIIIII -F ❑❑ - c \\ 2 IIIIII 0� o Q � S ----- ------------ 1 1 rt- ---t------------t I1III S -o --- - - "- - IIII - ---T J <$ I 01 1q9 S/OZVo,07 -------------- -------+---- -I--------- ----------+ ------+---------o 1 I EGRESS OPENING WIDTH DOWN5%C� o+ IIIILrr - _ -- - _-- - _- - I❑III❑ - - � I1II II o � 'Q .9 � � N q� II1IL -� o0S IIIIIII -F ❑❑ - c \\ 2 IIIIII 0� o Q � S ----- ------------ 1 1 rt- ---t------------t I1III S -o --- - - "- - IIII - ---T J <$ I 01 1q9 S/OZVo,07 -------------- -------+---- -I--------- ----------+ ------+---------o 1 I EGRESS OPENING WIDTH TOTAL OCCUPANTS 53 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" GRESS OPENING WIDTH TOTAL OCCUPANTS 16 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 23.4" PROPOSED OPENING WIDTH MIN. 33.41, PROPOSED DOOR WIDTH 36" STAIR WIDTH STAIR WIDTH TOTAL OCCUPANTS 69 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 2O.7" PROPOSED STAIR WIDTH 48" - C - --- _ WELLING UNIT 482 1 200 3 1 R-2 T� 01 DWELLI 1286 7 777 F-7 II ■ � . . E XT 5 1 o ---- I TOTAL INTERIOR OCCUPANT LOAD PORTION 2=16 Cd � 16 OCCUPANTS/1 EXITS =16 OCC. PER EXIT --- --- -- � - - - II- IIi�LI IIt - - - I1 I1 ' - , 11 D -C/5_ z44, 4- Q7Z vt6j 41 ON( COCo r DWELLING IT 103Z /� 1 6 1 R-2 w CPET=94F L = 94,-7"-um _______Li DWEL LING I U2_0N0 I T L ®H ® � V � 11 o IIfI o IIIIL - - I�I'I - 3 �■Ii. 1t' II p-a \� w O � V IIII ti II ❑ � � III \ I � I� 11 � IIIII ao I I IIiII -r _ -- - _IIIIiII - O - � - I - IIII L _ _ 1 1 -2 0 0 Ira _o R -2 PARKING 21217 1 200 a1 107 1 R-2 TOTAL PARKING OCCUPANT LOAD = 107 F-1 d107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT 105 DWELLING UNIT Z1043 1 200 1 6 1 R 0L I I co , El j �G CPET=21'-6" L=176'-9" TOTAL INTERIOR OCCUPANT LOAD PORTION rA I DWELLING UNIT 314 OCCUPANTS/3 EXITS 104//10====PER EXITI 424 1 200 r3 1-------------------E F-1 V _1 TRAS R-2 11 81 1 00 1 1 1 1 R-2 I 62 42'-3 237/256" -- o o I - ------ I 1/3 ALL DIMENSION-462 =22'" 1 11 1 11 11==== L J 1 rr=�\ � , �� ♦� 1256 PN1�3 1 /� J� ; 11 I 1 "� ♦ ,\9°� S C`�` 1 DWELEl LING UNIT p u \\ �♦ '\ .R S CLUBROOM u 1 ii SOON O �( �O� 1� 11 1 122 A 3 745 � I L u 11 (EC SSG 1 ii 1 1 1 L 7 1El yr WOELLING 2NOIT �� S�P�\, I w' ii J - C 1 6 R-2 / `,! O`I� 1 L IIJ \ , f �PcJ ��` 1 •I \3% MIN. \ 1 IILmm ``UNIT n II 10 1 - -- ; %/ 3aMIN ° PCB' L=206'-0" 0 1 0 ___ u \\ �+ D ELLING 200 �-----� \ 1 1 200 L - - - - 7%MIN _ 9/ // \ f L 1 TO*(OUTDOOR OCCUPANT LOAD = 239 15 �_ �` 120j/ \`\\ \� 3.5% ,IN, DWELLING 2NOIT t- _J ; ,EMI1 WELLING UNIT 1 0 7 MINMIN. / \'� 2%MIN. ��O 239 OCCUPANTS/2 EXITS=119/120 OCC. PEF� EXIT \\ 1 01 1 9111L 1251 20Q 1 1 / \7%MIN. <� 3.5%MIN. �\ 4 R-2 410 O 2%IN. V ' v 4%MIN1 \\ r--y�--- ---�t-------------� � COURTYARD �••�••� ,��- \�� f / } I III 7%MIN. \ �' 9%MIN7 � 7- -- 337 15 1 1 } \\ a%MIN.,' I \\ 1 1 r� fir___ __TI' 1 \ 1 3%MIN. / 1 1 11 4%MIN.--F_______/ 1 \ • 3%MIN. 2% MIN.IN Q 1 -111111111111 111111111111 I \ / \ / I 1 I 1 `\ r ,/ g \ ; II II \ II I / \ / \ , II I �-------- ® '____ 2% MIN. fr 7 II I 1 zMIN. 1 p 1 ii ii 1 \ 1 �\ ~ /' 2%MIN OVERq 5 14 j/25 / \ \\ l u MENS u �� r f r H r,r DWELLING UNIT XT 5 1 o ---- I TOTAL INTERIOR OCCUPANT LOAD PORTION 2=16 Cd � 16 OCCUPANTS/1 EXITS =16 OCC. PER EXIT --- --- -- � - - - II- IIi�LI IIt - - - I1 I1 ' - , 11 D -C/5_ z44, 4- Q7Z vt6j 41 ON( COCo r DWELLING IT 103Z /� 1 6 1 R-2 w CPET=94F L = 94,-7"-um _______Li DWEL LING I U2_0N0 I T L ®H ® � V � 11 o IIfI o IIIIL - - I�I'I - 3 �■Ii. 1t' II p-a \� w O � V IIII ti II ❑ � � III \ I � I� 11 � IIIII ao I I IIiII -r _ -- - _IIIIiII - O - � - I - IIII L _ _ 1 1 -2 0 0 Ira _o R -2 PARKING 21217 1 200 a1 107 1 R-2 TOTAL PARKING OCCUPANT LOAD = 107 F-1 d107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT 105 DWELLING UNIT Z1043 1 200 1 6 1 R 0L I I co , El j �G CPET=21'-6" L=176'-9" TOTAL INTERIOR OCCUPANT LOAD PORTION rA I DWELLING UNIT 314 OCCUPANTS/3 EXITS 104//10====PER EXITI 424 1 200 r3 1-------------------E F-1 V _1 TRAS R-2 11 81 1 00 1 1 1 1 R-2 I 62 42'-3 237/256" -- o o I - ------ I 1/3 ALL DIMENSION-462 =22'" 1 11 1 11 11==== L J 1 rr=�\ � , �� ♦� 1256 PN1�3 1 /� J� ; 11 I 1 "� ♦ ,\9°� S C`�` 1 DWELEl LING UNIT p u \\ �♦ '\ .R S CLUBROOM u 1 ii SOON O �( �O� 1� 11 1 122 A 3 745 � I L u 11 (EC SSG 1 ii 1 1 1 L 7 1El yr WOELLING 2NOIT �� S�P�\, I w' ii J - C 1 6 R-2 / `,! O`I� 1 L IIJ \ , f �PcJ ��` 1 •I \3% MIN. \ 1 IILmm ``UNIT n II 10 1 - -- ; %/ 3aMIN ° PCB' L=206'-0" 0 1 0 ___ u \\ �+ D ELLING 200 �-----� \ 1 1 200 L - - - - 7%MIN _ 9/ // \ f L 1 TO*(OUTDOOR OCCUPANT LOAD = 239 15 �_ �` 120j/ \`\\ \� 3.5% ,IN, DWELLING 2NOIT t- _J ; ,EMI1 WELLING UNIT 1 0 7 MINMIN. / \'� 2%MIN. ��O 239 OCCUPANTS/2 EXITS=119/120 OCC. PEF� EXIT \\ 1 01 1 9111L 1251 20Q 1 1 / \7%MIN. <� 3.5%MIN. �\ 4 R-2 410 O 2%IN. V ' v 4%MIN1 \\ r--y�--- ---�t-------------� � COURTYARD �••�••� ,��- \�� f / } I III 7%MIN. \ �' 9%MIN7 � 7- -- 337 15 1 1 } \\ a%MIN.,' I \\ 1 1 r� fir___ __TI' 1 \ 1 3%MIN. / 1 1 11 4%MIN.--F_______/ 1 \ • 3%MIN. 2% MIN.IN Q 1 -111111111111 111111111111 I \ / \ / I 1 I 1 `\ r ,/ g \ ; II II \ II I / \ / \ , II I �-------- ® '____ 2% MIN. fr 7 II I 1 zMIN. 1 p 1 ii ii 1 \ 1 �\ ~ /' 2%MIN OVERq 5 14 j/25 / \ \\ l u MENS u �� r f r H r,r DWELLING UNIT DWEL LING I U2_0N0 I T L ®H ® � V � 11 o IIfI o IIIIL - - I�I'I - 3 �■Ii. 1t' II p-a \� w O � V IIII ti II ❑ � � III \ I � I� 11 � IIIII ao I I IIiII -r _ -- - _IIIIiII - O - � - I - IIII L _ _ 1 1 -2 0 0 Ira _o R -2 PARKING 21217 1 200 a1 107 1 R-2 TOTAL PARKING OCCUPANT LOAD = 107 F-1 d107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT 105 DWELLING UNIT Z1043 1 200 1 6 1 R 0L I I co , El j �G CPET=21'-6" L=176'-9" TOTAL INTERIOR OCCUPANT LOAD PORTION rA I DWELLING UNIT 314 OCCUPANTS/3 EXITS 104//10====PER EXITI 424 1 200 r3 1-------------------E F-1 V _1 TRAS R-2 11 81 1 00 1 1 1 1 R-2 I 62 42'-3 237/256" -- o o I - ------ I 1/3 ALL DIMENSION-462 =22'" 1 11 1 11 11==== L J 1 rr=�\ � , �� ♦� 1256 PN1�3 1 /� J� ; 11 I 1 "� ♦ ,\9°� S C`�` 1 DWELEl LING UNIT p u \\ �♦ '\ .R S CLUBROOM u 1 ii SOON O �( �O� 1� 11 1 122 A 3 745 � I L u 11 (EC SSG 1 ii 1 1 1 L 7 1El yr WOELLING 2NOIT �� S�P�\, I w' ii J - C 1 6 R-2 / `,! O`I� 1 L IIJ \ , f �PcJ ��` 1 •I \3% MIN. \ 1 IILmm ``UNIT n II 10 1 - -- ; %/ 3aMIN ° PCB' L=206'-0" 0 1 0 ___ u \\ �+ D ELLING 200 �-----� \ 1 1 200 L - - - - 7%MIN _ 9/ // \ f L 1 TO*(OUTDOOR OCCUPANT LOAD = 239 15 �_ �` 120j/ \`\\ \� 3.5% ,IN, DWELLING 2NOIT t- _J ; ,EMI1 WELLING UNIT 1 0 7 MINMIN. / \'� 2%MIN. ��O 239 OCCUPANTS/2 EXITS=119/120 OCC. PEF� EXIT \\ 1 01 1 9111L 1251 20Q 1 1 / \7%MIN. <� 3.5%MIN. �\ 4 R-2 410 O 2%IN. V ' v 4%MIN1 \\ r--y�--- ---�t-------------� � COURTYARD �••�••� ,��- \�� f / } I III 7%MIN. \ �' 9%MIN7 � 7- -- 337 15 1 1 } \\ a%MIN.,' I \\ 1 1 r� fir___ __TI' 1 \ 1 3%MIN. / 1 1 11 4%MIN.--F_______/ 1 \ • 3%MIN. 2% MIN.IN Q 1 -111111111111 111111111111 I \ / \ / I 1 I 1 `\ r ,/ g \ ; II II \ II I / \ / \ , II I �-------- ® '____ 2% MIN. fr 7 II I 1 zMIN. 1 p 1 ii ii 1 \ 1 �\ ~ /' 2%MIN OVERq 5 14 j/25 / \ \\ l u MENS u �� r f r H r,r DWELLING UNIT 705 200 4 R-2 _---- CPET = 63/ / I / /ON c / \ \ 3%MIN 14 El1 % I \ I---li■------��-----�z%MIN. 36'-6, / i 1�8 / IMIN. \'}I // I �\ _ 4%MI .-�-3%IN. \ // \ 1 / 4% I / 2%MIN \ II MIN_ 170'-6 19/64" 1 h \ 1 --- L EXIT 1' / \ - ---- 11 ova ERALL DIMENSION 3% MIN. r 104 \ \3%MIN./ \\ / I \\\1 L_ \\3%MI 2% MIN. \ / \ /1 TOTAL POOL ENCLOSURE OCCUPANT LOAD = 216 2% MIN. / 216 OCCUPANTS/2 EXITS =108 OCC. PER EXIT \ / Tt II � � I POOL -\T -r--- \i Ogc 1115 Ir�� Nq� 23 A-3 / El 11 I- � , \ / \ I 2%MIN, OJ/� S�A/'�% �-V 2%MIN. I / \� \ LPL _�= 1 =$ 1 F� 9 tiS 9 I 1 - �_ f } _= II 3%MAIN.\\ / I /r\ `r�0�'9T �Oi),\'0, + I %MIN \ i I \ 3%MIN. �� \ � S� \ l 3% MIN I 2% WELLING UNIT � � II - / \ / \ �' Y ��S `1 121 200 `� - - - .� S O , ally rt - - DWELLING 6 R-2 ® II DWELLING UNIT \ 5%MIN. / /T� Fc T< 1 _ \ 1127 1127 200 \ / ,- 5% MIN -- J 5/ MIN. 5% MI / \ ' • J 3,5%MIN. /00��\ \ / 35%MIN. _ JIT==p -- j�� \ 3.5 MIN. o / �= 3.5%MIll j�[� FF/ L n--/ �� \\ 1 i SPA J��, / ® I FF�\ -- ===�T1 n i \\ \ j U� IIII \1 162 \ I I / \ II / \\ �};I' I /3.5% MIN -1. iL IL I 4 A-3 J // 3.5% MIN. /5% MIN. II _u__ ` 5%MIN. ___ 2/MIN n L 185'-11 - %MIN.----- ---f1� I / - y �--�----� = C -____-�5%MIN. � EGRESS OPENING WIDTH TOTAL OCCUPANTS 104 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 2O.8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" �w)►TII� EGRESS OPENING WIDTH TOTAL OCCUPANTS 223 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 44.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 48" STAIR WIDTH TOTAL OCCUPANTS 223 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 66.9" PROPOSED STAIR WIDTH 68" EGRESS OPENING WIDTH TOTAL OCCUPANTS 119 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 23.8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" 1 05_ DWELLING UNIT 669 200 i STAI R A3 4 R-2 J = 0 0o 1 I o 18'-2 1 /2" 1 DEAD END CORRIDOR MAX. - 50' DWELLING UNIT 1 �� 907 200 5 R-2 CPET = 77'-5" f ,l J ; � I� 1 o o 11 1 L 1 1 ° 11 � I JD I C UNIT ® h 200 1 j ii R-2P6-Ek 17 IL - NO 1 - 1 1 0 10 1 1 \n �J CPET ---4--� EGRESS OPENING WIDTH TOTAL OCCUPANTS 105 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 21" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 361, STAIR WIDTH TOTAL OCCUPANTS 105 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 31.5" PROPOSED STAIR WIDTH 48" 112 occupants entering the I horizontal exit require 336 sq. ft of 1 refuge + 48 sq ft for tenants 1 1 residing in that zone 1 �Sq. ft of refuge area provided FIRE WALL Will HORIZONTAL EXIT EGRESS OPENING WIDTH TOTAL OCCUPANTS 105 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 21" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" > HORIZONTAL EXIT PER CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 STANDPIPE NOT REQUIRED AT THIS LOCATION PER CBC 905.4 #2 EXCEPTION. HORIZONTAL EXIT IS LOCATED 83'-5" FROM INTERIOR EXIT STAIR HOSE CONNECTION. OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 22. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ � ■ ■ 3-HR FIRE WALL - SEE AD-26 ■■■■■■■■■■■■■■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX5 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE 0 FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE I O INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K IlN VEST�VfI.ENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF No. Date Description H W �ZD v ) U W 2 U Z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARclll L.L G��SED �UR N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9Te OF O C A\-�F License Stamp o BUILDING A THIRD FLOOR EXITING ANALYSIS BUILDING A - LEVEL 3 EXITING ANALYSIS I SCALE: 3/32"=1'-01 1 COPYRIGHT AO�33   City Council  23 – 33 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 54 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 54 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 16.2" PROPOSED STAIR WIDTH 48" i --- WE0 I0 i i I I I I ------I---- I I I I I I I I I I I I 111 1�-ii I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 1 I I I--- I I I I I I I I I I I 1 1 ' FEC ' __'_ -------+------ ----------- ---- ----------+--------- ----- ------ ---- ----- ----+-t--- ------+ L 161'-10,, 1/3 OVERALL DIMENSION=68'-2" L�________J 1 � a 4 D I I I I I I I I I I 1 I I I I I I I --1------------- I ❑ I I }�I I � L__ ---- I J I I DWELLING U 1250 2 7 DWELLING UNIT 1126 200 6 R-2 MRA EGRESS OPENING WIDTH TOTAL OCCUPANTS 53 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 83 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 24.9" PROPOSED STAIR WIDTH 66" I AGO I /,PooI l I �ir�ul DWELLING UNIT 1286 200 7 R-2 � Cyr 11 DOWN 5% EXIT EXIT® F n UP5/o �------- 53 ® 30 1 El = 1 - 1 p 1 1 I � u I I I 1 ❑ u -----rt------- t------------------------------ ------ - t------------t-------------------------------------t------ 1 1 I! I 1 ❑ I I I I I❑ I � I I I '- -- ---- � I I 1, II _L__ Fqs I __J I I L__ I I ___J I , L_�_______J 1 � I T6k, + 3�/ ` T O G O I I I I I I ' �; I 1 t� o I O�F-Q ti9�'Q� ��ti q I I o I l� I o I 1 1 lO/� ` v c� I >� 1 F DWELLING UNIT 1043 200 V61, q,QgTs�O I 6 R-2 o o 20 cecey� �' sF o 1 I I 1 F -9 m� II ` I L J I .�7 yq"7i� � I ❑ I I I I❑ I 1 I I I I I ' I 1 (� g L___ 1 1 I I m---� --- I FIRE WALL ---I-------------'-----------------' I I PARKING I L_i _______J 1 U ❑0 r 1 a I 21217 200 107 R-2 a 1 1 - ---- ------ TOTAL PARKING OCCUPANT LOAD = 107 1 1 DWELLI NIT 10643 107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT 1 -2 �T O T1 ' 1 r --------- i I L 1 I I I 1 I I I I I I I I I 00 I I I I I I I I 1 3 I I I I I I I I I I I I 1 I rl 1I I I I I I I I I I❑I I I I I I C- � 1 1 1 I I I I I I I i ♦� I I I I I I I I I I I I I I I I I I � -----�-� I I I I I L- I I I I I I I I I I I I I I I 1 I I I I I I I I I I I �� \ I I i r I r- t-I I I I I I I PET I 5`� I N. I I 1 DWELLING UNIT 1107 200 6 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 9" PROPOSED STAIR WIDTH 48" O i ��G F DWELLING UNIT 424 200 0��5� �tvOOG i I1 O Q ;-'--------------------------------------� 3 R-2 _ oo �� P t�,QPQ� 1 � F g 1 � 0 0 -- - D:D%�UNIT1lo- 01 ________= � f�l 1 J+ 1 it I E DWELLING 669 200 4 R-2 TIr 1 DWELLINGtR-20 705 14 Ii LI 1 1 ii ® 1 DWELLING UNIT 1 1 1251 200 - 7 R-2 p J 1 IIII 1 L = 180'-2" 1 "> ------ 1 1 --O I 1 J 1 , 1 ❑ HORIZONTAL EXIT AT FIRE l0 1 ; ii LJ m I WALL PROVIDED FOR C � ACCESSIBLE MEANS OF � - � rL�, � C EGRESS ONLY PER CBC 1 1 1009.2.1 EXCEPTION 1 iI ll 1--------� ' r 1 p II 1 II �� r a CPET = 55'-8"i -WELLING UNIT EXIT � 1 200 TOTAL OCCUPANT LOAD = 91 4 R 2 31 128 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT EGRESS OPENING WIDTH 170'-619/64" 1 0 113 OVERALL DIMENSION=111'-0" _ __ _ _J TOTAL OCCUPANTS 31 ° ° 1 EGRESS WIDTH PER OCCUP 0 2 DWELLING UNIT 705 200 4 R-2 ® V o r 18' 2 1/2" -P I 11 REQUIRED OPENING WIDTH 6.2" 1 11 PROPOSED OPENING WIDTH MIN. 33.4 1 DEAD END CORRIDOR MAX. - 50' 11 1 ♦ PROPOSED DOOR WIDTH 36" 1 CPET = 77'-5" f ,l �♦ "�� 1 L- � ♦♦ II 1 ♦ C� DWELLING UNIT L� J II 1 1 j II � 1 909 200 1 1 5 R-2 DWELLING UNIT N 1 11El 1 1126 200 � - 1 11 1 6 R-2 1 1 1 l0 1 `✓�� _ r� CPET = 54'-5" 1 •------MP STAIR WIDTH TOTAL OCCUPANTS 31 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 9.3" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" v) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■■■■■■■■■■■■■■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX0 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE OI INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED#_0 A K 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 U z Q z U) LIJ U) w Lid 06 LO No. Date Description CH G m v ) U UJ 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC///TF' LL G��SED �0 0,,A CN N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A� License Stamp o BUILDING A FOURTH FLOOR EXITING ANALYSIS BUILDING A - LEVEL 4 EXITING ANALYSIS I SCALE: 3/32"=1'-01 1 COPYRIGHT AO�34   City Council  23 – 34 12/6/2022   4- 1 ---p I -- i ii-i I --J III I I IIIII III I I III;1 III I I III;1 III I I IIIII I III I I III;1 I Ili I I �II;1 I ill L -I I� I JJ!� 1 I I I I ----� L---------� ------------------------------- ----------------- I, ' I I n � II I ' I ' ---------- ----- I I I I n � II I I I I I -------Ll------ 1 I I I -�----_-�� i 1 I I I I n � II ' I II � ................. ------------------------------ y I I n � II 1 II I II ' -=-------------- ------------------------- ------ i i i i i n � II ' -F+-----� r--------- ; , II I I I -------Ll------3L ----------------+-+------------ I I I I _-------- I I I I II I II I II I n � II II � II I -----------��'j-i I I 1r---------, I I I I I I I 1 I I I ❑ I I I I I I I I I I II II II II II EGRESS OPENING WIDTH TOTAL OCCUPANTS 26 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 43 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 69 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 2O.7" PROPOSED STAIR WIDTH 66" I;I IiI I I I I I I Y ,I I I i i i i I i it i i 1;1E===3 111E===31 i1 ==1=] 111�===3 1;1E===3 1; I1E===3 1;1E===3 1 I I O I O I OI I II O I C I DWELLING UNIT 1;1 III I I 11 1 III 1;1 1; II 1;1 1 1;1 111 I 1 II 1 IiI 1;1 1; 11 1;1 Ii � i � � I i i 490 200 -- --1 3 il R-2 1;1 111 1 II 111 1;1 1; ;1 1;1 1 I I I I I I 1 II -^ y *01 i iiI I 11 111 1;1 1; ;1 11 1 1�1 I I II lil M 11 �1 Ill 1 =__ --, I i I I i 1 r---+--F, I i 1 1 r-- ----, r-- ----- --- u I 111 II I 1 it I II1 Ii1 I 11 11 I 1;1 111 1' I I ' I I ' r 7 I 1;1 111 I I 11 I III 1;1 I 1; ;1 I 1 I I I I I I I I II I Nil I 1I 1�1 111 I I I I Ill Ni I 1 �1 I ICJ =_---- I i i 1 1�1 Iil I 1 �1 I Ii1 1�1 I �1 I 1�1 1 I I I I 111 l i l I 1 i t I 1; 1 111 I 1 11 I 111 1 I I I I I I II I I DWELLING UNIT I 1;1 111 I I 11 I III 1;1 I ;1 li I I �+ I �+ I IT 1286 200 1 --------------------------- ------ , +------+-----------------------------------+---------•---+------------------------------- ---------+------------+-------------------------------------+---------------------- --------------+ 7 R-2 1 I I I I I I I I I L____ ____J L--------- J L____ ____J L____ ____J � R I I a a EXIT EXIT® F �, DOWN 5 /" 1 AREA DOWN RAMP IS INCLUDE17 1 1 I AS PART OF LEVEL BELOW 26 431 1 1 1 El � ;----------- o a 1 r---------, r ---------- , r---- -- r, I Z I ❑ II z 1 ==JI I ------------------ ------------------ ---------- ------ -------------------- ------ --- --------- ----------------- - ----- I 1 I I I O Ii ------ 1 II I 1 1;1 1;1 I 11 Ill I;1 1 I I I ---- II 1 1;1 1;1 I 11 ;1 1 1;1 1 1 I I I n I 1 1 I I 1 I 1 1;1 1;11;1 Ii I O �(/� ^ �__ i I; I I I 1 1; 1 I; 1 L---1 ---1N_J 1; 1 1 L-- ---J /� --� 1;1 1 tb v�0 `-� -----J 1(-:�o F 1 1�1 1�1 Ii 1 1I1 1 I I I ^ Q°j O^ I 1 1 111 111 li ;1 111 1 I I �Q �!/ I 1 I 1 - -- - ��U ; 1 r --------- 1 111 111 Ii i1 111 1 I I � Ci I D I 1 z i 1 IC--=] ,I,C--=] ,i,C--=] , ,C--=] ,i,C--=] , PQ��P , I 1 LJ 1 I 111 111 I0 1 I 111 I' o I r DWELLING UNIT � �z 1 o I 1 L 1043 200 = I I 1 1 1�� 1 I 1 i i j�--=� j j1--=3 j jE--=] t o t o l O I I Pam\. �15�� I 1 i 1 11 111 IiI i i i i i � O� O i i i 1 F -9 II L -1 mi II 0�----0 ---, �L !v 1 I m r=== I1 1i1 1i1 I I I �� I 1 1 1 i I 11 111 III I I I I 1 I CO` I I kl�_11 111 III I I I �P I ' I1 1 1 1�1 I I I f 1l I i 1 I i 1 I I I I I L� I I I I I -- ------ i I F !+ �!+ L. I I I 1 1 I fr I DE B I I I I -----------L- -• I -- -----I_ i' ,II , I1 I 1, `-1-I- I, I -+r--J Iil 1; i1 111 11 11 III 11 II r-1� -+L-- 111 �1 tit li i, I :I r": I ---------r-------+ ---+--------------------------------------------------- +-------- ----------------------------- +------ FIRE WAL L I I L_ m tp 1 1 R � --- N 1 V 0 0 L___ ___- L_________J L____ --- PARKING I - 10476 200 j 7- 53 1 S-2 ~� ----- DWELLING NIT TOTAL PARKING OCCUPA LOAD = 53 1 CO� 1 -1 1 1043 10 53 OCCUPANTS/2 EXITS - 6/27 OCC. PER EXIT ; I, 1 J 6 -2 1 I P"-------� 1 I 1 1 F -1®® _ ELECT METERS w 1 SF �Q� �\I�,QP�O� I j 1 1 TRASH E= J i o f i I ��i�POJ�' �� J 1 j i 1 81 300 i I O ELI 1 1IF d L J 1 � DWELLING UNIT i1 1 I 1 EFr r �P5 �� 1 1 �tr 1 �� 1 r=�� `� 705 ii�_� � 1 DWELLING UNIT a� p II II II II II 705 2QQ 11 q L_ 1 r II-� ,111 II y-� 4 R-2 II 1 L-� LI r= 0 11 N ■ ------,.... -------- o 1 RJ F_ DWELLING UNIT 1126 200 == II 6 R-2 II II I LA II g WELLING UNIT II 1126 200 6 R-2 II L II II u II I II II DWELLING UNIT 1043 200 6 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.4" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 12.6" PROPOSED STAIR WIDTH 48" DWELLING UNI 669 200 4 R-2 DWELLING UNIT 1 1 0 669 200 1 1 ii 1 DWELLING UNIT 4 R-2 1 I 1 1251 200 1 ■ I �� WI° II FF-1 7 R-2 0 1 ■ 1 \J 1 L = 218'-1" 1 L = 180'-2" �� I > 1----- 1 , ��----- ------ 1 1 I 1 1 J 1 , I ❑ HORIZONTAL EXIT AT FIRE ° 01 I II l0 1 ; �ii LJ m l WALL PROVIDED FOR C ACCESSIBLE MEANS OF C EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 r----------- ===�1 1 r I p 11 1 � �� r--J II DWELLING UNIT EXIT ' ===J1 CPET = 55'-8"i 00 TOTAL OCCUPANT LOAD = 128 4 R-2 - 43 1 128 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT EGRESS OPENING WIDTH 170'-6 1 V64" I o 113 OVERALL DIMENSION --111'-0" _ __ _ _� TOTAL OCCUPANTS 43 ° ° i;l R 11 EGRESS WIDTH PER OCCUP 0.2 R r - - - - - - - - - - - - I `/ a REQUIRED OPENING WIDTH 8.6" lJ 1 18'-2 1/2' ii PROPOSED OPENING WIDTH MIN. 33.4 1 DEAD END CORRIDOR MAX. - 50' ♦ PROPOSED DOOR WIDTH 36" 1 CPET = 77'-5" f ,l �♦ �� J1, C� DWELLING UNIT J I El 1 j 11 � 1 909 294- 1 5 R-2 1 - DWELLING UNIT 1 11 � 1 1126 200 6 R-2 1 1 1 10 1✓� _ CPET = 54'-5" 1 DWELLING UNIT 705 200 4 R-2 STAIR WIDTH TOTAL OCCUPANTS 43 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 12.9" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■■■■■■■■■■■■■■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX0 w FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE OI :3 INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'F1%1l,N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 VJ Q U Q z Q z U) FZ LLI U) w LO V_ Lid 06 LO V_ i No. Date Description CH G W �ZD v J U W _ U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcl �,l U_ G��SED CV CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 Al 0F C A� License Stamp o BUILDING A FIFTH FLOOR EXITING ANALYSIS BUILDING A - LEVEL 5 EXITING ANALYSIS I SCALE:3/32"=1'-01 1 I COPYRIGHT AO�35   City Council  23 – 35 12/6/2022   i F� DWELLING UNIT 1250 200 7 R-2 pl II u II n rr_1 lL J ELEC 0 II II Qe ) 1 II 1 III L J III I o III __ -JJ I -- ---J L , J /OT* � e' I 1OD 0 1 L J I o 1 L J ----- 1 L II J i9) III L-J Ijl T III i III I III III ACCESSORY " 58 300 II 1 R-2 r DWELLING UNIT I i I 424 2 00 II i r-'-----------------------------------r-G-� 1 1 I ' 1 1 F� - -, 1 oar SP 1 � _ oo �� R 1 TRASH (� �� i Fr- -1 r �� h FF- 1 1 ^ �� -I �� ILJ o0 0 - 1 81 300 IL _J I L J I J I I 1 1 I �J+ 1 E > �`� DWELLING UNIT II 1 I 1 EFEC 1 1 - " 705 200 �' 1 g I 1 1 =_ i �- 1 1 I 1 I I rr---�7 rr---�7 rr--- �� DWELLING UNIT 1 I 1-------� II II 1 II II II \ 1 705 2QQ uFiru n u II o u o � - o II �\ � - � 4 R-2 ii ; L JJ 7LI � - - DWELLING UNIT 1 1 0 ® 1 - T 7 1 11 DWELLING UNIT 1 11 � 669 200 II 1 -I� 1 4 R-2 1 1 1 1251 200 1 F_ t � �� WI° II � J - � 7 R-2 p 1 ■ 1 L Al 1 ■ 1 � 1-- ----� io - - - - ti 1 L = 218'-1 1 L = 180'-2" �� 1 1 ° 1 1 1 126 Gvgs ------1----- 1 0 11 \ONN�$90��'0�'�1 /U HORIZONTAL EXIT AT FIRE <" I° 1 °1 1 " �\ \\BEN \\ 10 �10 I� WALL PROVIDED FOR �� 1 11 1 G � o��P�S PSO\A- �j ACCESSIBLE MEANS OF - -- --J ��, 1 1 � 3 ° \,�-� �N ` EGRESS ONLY PER CBC ===y 1 L J 1 1-----------� ® ® g ® 1 1 1 ��\� E�P� 1009.2.1 EXCEPTION 1 1--------� 1 � 0 1 PS�2�OJ r----------- JI 1 1 ii 1 u r� L� r--� u ===JI CPET = 55'-8" i ED 1 � L_____� CPET = 63'-7" 1 / DWELLING UNIT 1 ' 1 669 200 EXIT 1 TOTAL OCCUPANT LOAD = 81 4 R-2 1 1 00 81 OCCUPANTS/2 EXITS =40/41 OCC. PER EXITpa 4'1 -------------- 1 �t ❑ XIT � J - EGRESS OPENING WIDTH 1 40 - _ 89'-4" _ 0 0 1 o TOTAL OCCUPANTS 41 ------ 1/3 OVERALL DIMENSION - - - - - 1 � EGRESS WIDTH PER OCCUP 0.2 1N g DWELLING UNIT 1107 200 6 R-2 O ME EGRESS OPENING WIDTH TOTAL OCCUPANTS 40 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 62 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 12" PROPOSED STAIR WIDTH 1 48" DWELLING UNIT' 669 1 200 4 R-2 DWELLING UNIT 705 200 4 R-2 8 r------------� 1 18'-2 1 /2' 1 DEAD END CORRIDOR MAX. - 50' 1 1 CPET = 77'-5" f 7 #♦ L JJ ♦♦ \\\\ lI 1 LL J = 11 1 j � C� 1 DWELLING UNIT 909 294- 1 Il 1 5 R-2 ------= 1 11 1 1 1 DWELLING UNIT 1 I1 E 1 1126 200 1 11 1 6 R-2 - 1 1 Io 1 1✓�� CPET = 54'-5" 1 \ A REQUIRED OPENING WIDTH 8.2 PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 41 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 12.3" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND FLOOR AREA ■■■■■■■■■■■■■■ L=XX' ■■■■■■■■■■■ CPET=XX' HEI XX0 W Name 10000 SF 100 50 R-2 # OF OCCUPANTS 3-HR FIRE WALL - SEE AD-26 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN VES'F1%11,N'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O VJ Q U Q z Q z U) w w w LID Lid 06 Ir- No. Date Description CH G W �Z) v ) U UJ 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCIll LL G��SED R �0 0,,A CN N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 1 Al CF C A� License Stamp o BUILDING A SIXTH FLOOR EXITING ANALYSIS DWELLING UNIT 1043 200 6 R-2 BUILDING A - LEVEL 6 EXITING ANALYSIS I SCALE:3/32"=1'-01 1 COPYRIGHT AO�36   City Council  23 – 36 12/6/2022   u ACCESSORY � II 58 300 II 1 R-2 rl DWELLING UNIT 200 I I I1 424 r-----------------------------------r-G-� 3 R-2 1 ®®� F — —� ; oad SP ; I I I , S 00 R 1 TRASH E_� i Fr- -1 r �� Im �� 1 1 L� ®� V 1 J o0 0 - 1 81 300 1 LL _J I LL J I J I 1 11 1 i-----____,, I 1 1 E 1 =-________� 1 1 I 1 I 1 1 1 _ p 1 DWELLING UNIT II 1 I 1 1 1 11 E 1El Ir--- 1 Ir=�� `� 705 200 1 g I 1 1 rEl \� 1 I J�ii� it 1 II I �� DWELLING UNIT II p 1 I 1-------� II II 1 II II II \ 1 705 200 u u n u II II o 1 ii �- u o ♦- u o �\ - 4 R-2 ii 1 L LI El 1 ® 11 - - DWELLING UNIT 1 1 0 ® 1 T 1 11 DWELLING UNIT 1 u ` 669 200 II 1 R-2 FF —1 - 1 751 2R00 DWELLING UNI 669 200 4 R-2 DWELLING 1043 P 6 A L �01111 �' 1 ■ 1 wl II LL J 1 IF o 1 L= 218'-V' - 1 L= 180'-2" II -- - II Ip 1 1 16 1116 �l 1 1 1 UNIT 1 01 0 200 1 1 P �oN�N0001HORIZONTAL EXIT AT FIRER-2E�P�� s�� ITS I WALL PROVIDED FOR C V 1 1 ��S` �FZP�S`GPS01\4 C ACCESSIBLE MEANS OF ram, -----------� N13 P,L �\0 C EGRESS ONLY PER CBC ===�I S� L 1 C �. > I ll DWELLING 125 7 DWELLING UNIT 705 200 4 R-2 P ��P 1009.2.1 EXCEPTION 1 I 1 �E]--------� fl 1 0 1 PS�2�oJ r----------- �I 1 1 LPL J Q� ii ii P� p II I II r r - -CPET = 55'-8'i ELI j I�====_ CPET = 63'-7" - 1 , 1 TOTAL OCCUPANT LOAD = 121 p 1 0 ° 121 OCCUPANTS/2 EXITS =60/61 OCC. PER EXIT 1116 11E XIT 1 170'-619/64" ----------------- ' 60 ------4. 113 OVERALL DIMENSION = 89'- �� o CPET =�9'-7" �`\ 7� `\ EGRESS OPENING WIDTH i �♦ ROOF DE( K j� ; I I TOTAL OCCUPANTS 60 491 B j ® EGRESS WIDTH PER OCCUP 0.2 ♦ II �i ♦ Iruli ♦ I n I I I i ; ® ii L �1 REQUIRED II II PROPOSED OPPENII G WIIID H MINDTH . II II 1 II 1 II 4 O�O�I DWELLING UNIT 1126 200 6 R-2 L_� PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 60 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 18" PROPOSED STAIR WIDTH 48" DWELLING UNIT EXIT 4 R-2 61 1, -------- -- 1 1 0 1 (V Ro r------------J V 1 18'-2 1 /2" 1 DEAD END CORRIDOR MAX. - 50' 1 CPET = 77'-5" f 7 �� 1 FF 7 II 1 ♦ 11 LL J 1 j 1 ------= 1 ii 1 1 1 DWELLING UNIT 1 II E 1 1126 200 - 1 11 1 6 R-2 � 1 1 1 CPET = 54'-5" 1 ■------MP I0 --- r� V6&2�r II 11 EGRESS OPENING WIDTH TOTAL OCCUPANTS 61 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 12.2" PROPOSED OPENING WIDTH MIN. 33.4 PROPOSED DOOR WIDTH 36" DWELLING UNIT 909 200- 5 R-2 STAIR WIDTH TOTAL OCCUPANTS 61 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 18.3" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS I THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■■■■■■■■■■■■■■ L=XX' ■■■■■■■■■■■ CPET=XX' HEI X X 0 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS F.E.C. 3-HR FIRE WALL - SEE AD-26 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN VES'F1%11,N'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q z Q Q z U) w U) w LO Lid 06 No. Date Description CH G 00 �ZD v ) U UJ 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCIll LL G��SED 0,, N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF CF C A� License Stamp o BUILDING A SEVENTH FLOOR EXITING ANALYSIS DWELLING UNIT 1107 200 6 R-2 BUILDING A - LEVEL 7 EXITING ANALYSIS I SCALE: 3/32"=1'-011 COPYRIGHT C AO�37   City Council  23 – 37 12/6/2022   FIRE WALL EGRESS OPENING WIDTH TOTAL OCCUPANTS 41 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" DWELLING UNIT 1127 1 200 6 1 R-2 DWELLING UNIT 669 1 200 4 1R-2 DWELLING UNIT 690 1 200 4 1 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 70 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 14" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 29 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" DWELLING UNIT 1262 1 200 7 1R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 41 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" LO 19�I`dHOSla i1x] DWELLING UNIT 1127 1 200 6 1 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" I I � I __________ _________________ _________________ EGRESS OPENING WIDTH TOTAL OCCUPANTS 36 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 7.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" TRASH/LOADING 1209 1 300 5 1R-2 DWELLING UNIT 1436 1 200 8 1 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" ------- _I I I I I I I u � ri J CPET = 52'-9" 1 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLAN; FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 504" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF 01` EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING ° FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT ° CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIEI 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. I I I I I I I J EGRESS OPENING WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" SYMBOL LEGEND ■■■■■■■■■■■■■■ L=XX' ■■■■■■■■■■■ CPET=XX' HEI XX0 W FLOOR AREA Name L00000SF 100 50 R-2 # OF OCCUPANTS 0 F.E.C. Me 3-HR FIRE WALL - SEE AD-26 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75-0" O.C., SEE DETAIL XX xx.xx STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'F1%11,NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q z Q Q z U) w w U) w LO V_ Lid LO V_ No. Date Description H 2i 00 �Z) v ) U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. G��SED ARClll LL 04 CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9jF of CA`\�� C) License Stamp o BUILDING B FIRST FLOOR EXITING ANALYSIS BUILDING B - LEVEL 1 EXITING ANALYSIS I SCALE: 3/32"=1'-011 COPYRIGHT AO�41   City Council  23 – 38 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 13.5" PROPOSED STAIR WIDTH 48" EGRESS OPENING WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" DWELLING UNIT 485 1 200 3 1 R-2 O l� �'1 �J ''T- IIi LII I IIl�-JII I I I I I I I I I I I °� �_ � I' I I I I I I I I❑I I I I I I❑I I I I I I I I I I I I I I DWELLING UNIT 1 II 0 1 I I I I I I I I 1 - II -------+--------- ---------- ------------+-------------+-------------------------------------+------------+---- -------------------------------+------------+-------------------------------------+------ ------ +------ ---------------------------+------ o000 1127 200 r 1 II I I I I I I I I I I I _ I 1 II CORRIDOR V� Tni LL S028 �e� I +- 52� DIN UP 5% L_ _____J I I 03 e + I I 1 ' ----- ------ i I I u o -----i L-------T- 1 CPET = 48'-7" ===,I 0 � V� LL 1 ! i- -- ---- i i--------- i r----- --- i i-i------- i i- ---- 1 v I I------t-------------------------------------t------------t--- ----- ------ t-------------------------------------------- 1 1 1 I ELLIN'��3 1 1 - 1 = 00T---�--- ----- - ---- �b' o'\`'oo ' 1 I I I _J I I L__ I___I �C\o �\o�o� ��G I___I � I j L - - - - - - - - - FIRE WALL -- -- 1 1 i I I D10 WELLING UNI I 11 6 1R-2 -�- �r------ u- u ' ®T1 11 1 II 1 �L = 115'-5" 7 0 0 l W DWELLING UNIT 1262 1 200 7 1 R-2 hIL� LJ� II_ iI �I 1 I L 1 � EGRESS OPENING WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 13.5" PROPOSED STAIR WIDTH 48" g`� i M i i I I I I I I I I A\�6�1a`� 1 1 1 I I❑ I I 3oJ� I I Q I I I I 1-----�-�-- I FEC ' I ' I ; +------------+------------------- ----- -----------+---------------------------r ---------------- I I I WF201 20444 103 I OTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT TO I 93 (RUN)(5% SLOPE) =4.65 (RISE ; r I I I I I I I 00000000000 00 00000000000000 I ' I I I I I I I I I I I I I I `\`` ` // 0000000000000 ° �JI _ 000000000000o I I I VA � � I � � � I � � � � � I , I I I I I TRASH VESTIBbn ® OPEN TO BELOW 1 I I O oI I oI ICI I �2'`'s III ICIH Id4F 30 2 r Ir--------- -------------� 1 iI 1 r----------------------------- � II SIP 1 OG�� ' fry r m ' fry 1 CO 1 7i !! 7ACCESSORY 1 El L -♦ 1 J 1\ h LL J 1 1 yFO+i� u'049 -V. B2 87 300 ♦ 01 1 01 \ I ACCESSORY ACCESSORY 1 I z- k9,S L�0 1 R-2 t 0 1 0 \ 1U Co 157 300 79 300 1 L ULL� , 1 ' 9 9� 'Q9 q!O ALL_ Al I l 1 !l �� l� � � II 1 1 ® � I ❑❑' 1 F.ot�`C9/0 ° j ,1 1 13, i \\ I V u 1 II I 1 1 lJ I g DWELLING UNIT __ 1 �, y 'L6, \O II 1 1 I rr---�7 \ 1 I rr---�7 1 1 'O,yYo 0,9 i 1-------� II 11 1 II II - 1262 200 F o „ II 1 r u o u o 1 7 R-2 1 I CA, a II \ �. - u o IL9LJL= C'�00) P `�5�, J DWELLING\UO IT ; C 1 ----- 1 �00,�,� I 4 -2 rr = 1 1 LL= 1 oI 1 II 1 II DWELLING UNIT �`� `✓ `V \\ ; ° 1 r II U 1436 200 \ L = 7'-8" 1 1 , 8 R-2 \�--- - 1 1 1 ------1----- 1 T F� II F� �-------� I J 1 L-9 ;; , /� HORIZONTAL EXIT AT FIR II LJ 1 M I WALL PROVIDED FOR 1 p� ❑❑ u S I ACCESSIBLE MEANS OF U --- J' 1 1 b > ` I EGRESS ONLY PER CBC �' q I - CPET = 52'-9°1 � 1 > 1009_2.1 EXCEPTION-1- ;IJ �- - -- ID `II � 1 I o 1 I r 1 I i � � 1 r 1 =J 1 1 \ I L-1 1 � 1 ii fl > TOTAL RESIDENTIA OCCUPANT LOAD = 136 II 1 I 136 OCCUPANTS/3 EX S =45/46 OCC. PER EXIT II ; DWELLING UNIT 1 1 fl n 1 F E E 00 5 R-2 1 ILI1 -- -----� LJ E 1 L J II 1 I II C 1 co EXIT ' II ;`� °45 ===JI- c PET = 62'-9" � 0 1L=== EXIT p i ,� i VE ON �I I I II-1I CO R DWELLING UNIT 1127 200 6 R-2 DWELLING UNIT 1043 200 6 R-2 DWELLING UNIT 1436 200 8 R-2 LJ I II II DWELLING UNIT 1127 200 EGRESS OPENING WIDTH TOTAL OCCUPANTS 46 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 46 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 13.8" PROPOSED STAIR WIDTH 48" / OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ � ■ ■ � 3-HR FIRE WALL - SEE AD-26 ■ommmmmmmmmmi ■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT X X o' EXIT AND OCCUPANT LOAD W FLOOR AREA Name L00000SIF 100 50 R-2 # OF OCCUPANTS F.E.C. OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 • Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'F1%1l,N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 VJ Q U Q z Q z U) F W w �� VJ w LO V_ Lid 06 LO V_ I No. Date Description H 2i W �ZD v ) U W 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1..� D ARCIll L.L N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF GF C A\ License Stamp o BUILDING B SECOND FLOOR EXITING ANALYSIS BUILDING B - LEVEL 2 EXITING ANALYSIS I SCALE: 3/32"=1'-0 11 COPYRIGHT AO�42   City Council  23 – 39 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" DWELLING UNIT 485 1 200 3 1R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 51 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 79 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 23.7" PROPOSED STAIR WIDTH 48" I �.I%ii�%�Lj ■ r�ri� iI I N �I rim l I drill I v_.►W I � I - 'l�1 I I DWELLING UNIT 1127 200 6 R-2 1 CPET = 48'-7" ===,I ❑❑ �❑ LL 1 - - NE, 1 L-------- ---y I I I _ I I LL DWELLING UNIT t I 669 1 200 --�-- - � FIRE WALL ° ° J -- ' -- I V II 1 II IW � 1 1I DWELLING UNIT I 11 1043 1 200 - - -- - - - 11 6 1 R-2 1 1 - -- o o ' ®T1 II 1 L = 116-5" 7 0 0 l DWELLING UNIT 1262 1200 7 1R-2 liv N �I 1 I ■ L � EWEIM ©- EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 L I U I I I I I 033 , I 7'� , , , lk �5 I� Io�� Q� ry� OJT' I I� I l� I I� �P5-C,��,�, I �� I o I❑ I I� I o I I� I I I I___I __ I I I I I I 1 1 I I I I I I I I I I I I I I❑I I I I I IQI I I I FEC ' I J___ ___ _________________ __________L___----J__________ _. _ ______+__________ _________________ _________________ PARKING -J 20444 200 103 R-2 TOTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT 1 1 => --- I I I I 1 I I --------+------------- +-------- ------------------------- +----- -------- +-------- --- 1 -------------- +----- ----------- ----- o°oo 03: 1 D� 1 �9iPj 9/1 L= '4 r fry 1 �yLF+i ��ll0i rv. 62 ACCESSORY I LL J 0 1 1 OLD S,y L�q�'O,L 87 R of 1 i �<<<< N0<0 �� 1 Oi2��cP % i n �' 1 ErEc ' �A �ti ?p I 1 9 ' ' - � 6�8 I 1 r 0 1 I oo �� 0� -1 1 1 '9p�, . � �y 1 II DWELLING UNIT `✓ F II LJ 1436 200 8 R-2 ir-- ----N T ' F� II J 1 L J II 1 1 ❑❑ i U c0 1 � D�1 � 1 > I�►luf/.�Ii' 52 r-i-------i r- I -----�-�- I I ; I d i 4 r--!--------i I I F ------ I I � I I I I � I ! I I I I I I TOT EGRESS OPENING WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" j SPEl -777 ' \� i n LL J 1 J \ 1 ACCESSORY ACCESSORY 1 \\ 1 157 300 79 300 i 1 08 I \ 1 1 \ 1 == I 1 C� DWELLING UNIT mil 1 lir mil - 1262 200 \ '■ - ii ii 1 7 R-2 DWELLING\U IT 1 �H ' 669 0 1 C * ----- 1 I 4 -2 1 i 1 1 0 1 � \ 1 rr- 1 1 0 1 \ 1 LL= 1 oI 1 ii Li 1 1 -II �� 1 , \ 1 L = 7'-8" \\16--- - 1 if1 L�JL 1 1 /U HORIZONTAL EXIT AT FIRL 11 LJ 1 �71 El -------� ----- 1 1 m WALL PROVIDED FOR 1 D: I 1 S I ACCESSIBLE MEANS OF i, � 1 ! 1 EGRESS ONLY PER CBC I CO ===J CPET = 52'-9" 1 L1�2.1 EXCEPTION-1- ;IJ 1 F- - -- iD r ® i I I -� 1 LJ TOTAL RESIDENTIAL�OCCUPANT LOAD = 85 ii 1 1 I 85 OCCUPANTS/3 EXI =28/29 OCC. PER EXIT II 1 DWELLING UNIT 1 � 1 1 1 II 1 cO EXIT 1 II . 28 ® ===�I- PET = 62'-9"� u II II u II II II __ IL �I DWELLING UNIT 1127 200 6 R-2 �fw11ME DWELLING UNIT 1043 200 6 R-2 DWELLING UNIT 1436 200 8 R-2 1 ELE 953 200 n 1 F-9 5 R-2 U Prr- 1 L� II o CO 1 IL=== EXIT EGRESS OPENING WIDTH TOTAL OCCUPANTS 29 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" NN IF ON I IN OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET WI FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■ommommommomo■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT XX0 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE I O INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact. Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN VES'F1%11,N'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O VJ Q U z Q z U) F Lii U) w LO V_ Lid 06 LO No. Date Description H 00 �� v J U W 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARClll L.L N No. C29795 RENEWAL DATE AUGUST 31, 2023 O License Stamp o BUILDING B THIRD FLOOR EXITING ANALYSIS BUILDING B - LEVEL 3 EXITING ANALYSIS I SCALE: 3/32"=1'-01 1 COPYRIGHT AO�43   City Council  23 – 40 12/6/2022   EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" EGRESS OPENING WIDTH TOTAL OCCUPANTS 51 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.2" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 79 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 23.7" PROPOSED STAIR WIDTH 48" oil LuJ . I Fur,VA ISO.On 1 03J3 + gL----------, I --- �- ----- o II I 1 CPET = 48'-7" ===,I ❑❑ LL 1 V ELLINNIT I I 1 = J QQ 1 ----------- , 1 _ 1 L-- Ell ME - II F-1 1 ' I I I r------- +--i I -------- ---y I I I I „E I I __❑= I I I FIRE WALL J --1-- II 1 I I I 1 i I � G I I I a ■ i I 1I DWELLING UNIT 11 1043 1 200 -� 11 6 1 R-2 1 DD ' ®TI II 1 L = 115'-5" 7 0 0 l DWELLING UNIT 1262 1 200 7 1 R-2 11V N LJ� II_ it �I 1 I L 1 � EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" Sri 1 r ---------- 1 I I r---------I --- ---� I I I I 1 I ------ t-------- ----------------------------- t ---- -------- t---------- - N\rl ----i----- 1 1 I I I I I❑ I I ; ;;nn��ti� �NP\ R) 1 I I I I I I I I I 1 1 I111 I I 1 I I❑1 , I , , I , , I 1 I I I I I I L--------- J ______J PARKING 1204441 200 103 1 R-2 1 TOTAL PARKING OCCUPANT LOAD = 103 1 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT 1 1 1 1 I I I I 1 I r---------� --- --------- I °o°o°o°o°o°o°o°o°o 00000000000000< I •0000000000000 I I I I I I 1 I I •00000000000000 L I I I I I L-- TRAS1-i-� _ _ VE,ST�L� -I --J L-- - /��1�� 1- 1--I I I 1 F\ 1 I 0 TRA6H I I of of of I L 2sso,, �I^ �I 30 1 LRB- -27-277777-27 'o M r-i-------1 r --_-- 1 ;77 I I I I I I I I ; I d i 4 i I r I I ---- ------------- TI L - ----------- ------------------------------------------------ -- -- ❑ 1 1 i 1 I 1__ _____J I I I I I I r i--------� EGRESS OPENING WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.4" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 52 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" d. Ell EE/ Ell Ell mEE Ell 7 Ell - Ell Ell Ell Ell Ell Ell - Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell Ell � � I I � r-----------------------------V D�:) ii, 1 9�� 1 1 I 1 I 1 S IP 1 F% 1 7i !! ACCESSORY L - ♦ I LL _J I \ h LL J 1 1 yL�0+/; 0 <O /q - rV. 82 87 300 ♦ of 1 01 \ I CO ACCESSORY ACCESSORY 1 � 7 1 L�. S',y L�CO,L 1 R-2 t o 1 0 \ 1 157 300 79 300 1 L U , 1 'py < N9 q!O ALL J I 1 1 l 1 !l l0 l� � � II 1 1 ® � 1 ❑❑' 1 II I ErEE \\ 1 V U 1 II 'L 'L I 1 I 1 \ 1 lJ I g DWELLING UNIT 1 s '9 s� 1 = I rr----�7 1 == I rr---�7 1 1 �0�y9�YO.I,0,9 i 1-------� II 11 1 11 11 - 1262 200 O �' l 1 r II II 11 11 1 7 R-2 C� O u II \ �• - u o JL= C'0) c' `�56, D669LLING\UO IT ; C 'l1 1 ----- 1 'poI 4 -2 1 '7 \ 1 rr= 1 1 �ti I� \ 1 LL= I 1 oI 1 II 1 11 DWELLING UNIT �`� `✓ `� \\ ; r II U 1436 200 \ L = 7'-8" 1 1 , 8 R-2 \16--- - 1 1 r-- ----� I------1----- 1 T F� 11 F�-------� 1 J I L ;; I /� HORIZONTAL EXIT AT FIR 11 L J ; 1 m 1 WALL PROVIDED FOR 1 1 D� II ; ❑❑ ; U 1 ACCESSIBLE MEANS OF 1 , U J� 1 1 b ; > ` 1 EGRESS ONLY PER CBC 1' CO I - CPET = 52'-9°1 � ; ii L1�2.11 EXCEPTION-1- 1 LJ TOTAL RESIDENTIA OCCUPANT LOAD = 85 li 1 I 85 OCCUPANTS/3 EXI =28/29 OCC. PER EXIT 11 ; DWELLING UNIT 1 1 F n 1 F-9 E E 5 R-2 1 Ell Ell -----� LJ 1 L J 11 1 I 11 1 CO 1 cO EXIT 1 _ III EXIT E [Lil 28 ® PET - 62 -9 J II �I II IVY II u II II II __ IL �I DWELLING UNIT 1127 200 6 R-2 �fw 1ME DWELLING UNIT 1043 200 6 R-2 DWELLING UNIT 1436 200 8 R-2 � 7 LL _J 1 II II DWELLING UNIT 1127 200 6 R-2 1 EGRESS OPENING WIDTH TOTAL OCCUPANTS 29 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET WI FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■ ■ ■ ■ 3-HR FIRE WALL - SEE AD-26 ■■■■■■■■■■■■■■ L=XX' EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE HEM HORIZONTAL EXIT FLOOR AREA XX5 W Name 10000 SF 100 50 R-2 # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX STANDPIPE I O INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact. Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'F1%11,N'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 17 i 0 VJ Q U z Q z U) F w w U) w Lid 06 LO No. Date Description H_ W �Z) v J U W 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARCIll LL �1A N N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A� License Stamp o BUILDING B FOURTH FLOOR EXITING ANALYSIS BUILDING B - LEVEL 4 EXITING ANALYSIS I SCALE: 3/32"=1'-01 1 COPYRIGHT AO�44   City Council  23 – 41 12/6/2022   DWELLING UNIT 1127 1 200 6 1 R-2 FIF DWELLING UNIT 485 1 200 3 1 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" DWELLING UNIT 1262 1 200 7 1R-2 EF90MV0inl !:� ©-��- EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" DWELLING UNIT 1127 1 200 6 1 R-2 DWELLING UNIT 1043 1 200 6 1R-2 DWELLING UNIT 1436 1 200 8 1 R-2 EGRESS OPENING WIDTH TOTAL OCCUPANTS 29 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.8" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AD[AO rAl rl II AT[r1 S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 ACCESSIBLE MEANS OF EGRESS 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. EXIT PLAN NOTES 1. REFER TO FIRE PROTECTION NOTES. 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 504" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. SYMBOL LEGEND ■■■■■■■■■■■■■■ L=XX' ■■■■■■■■■■■ CPET=XX' HEI XX0 W FLOOR AREA Name 10000 SF 100 50 R-2 # OF OCCUPANTS F.E.C. 3-HR FIRE WALL - SEE AD-26 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SROCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75-0" O.C., SEE DETAIL XX XX.XX STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'1'?IA N'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q z Q Q z U) Lii U) w LO V_ Lid 06 V_ No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 4 ARC �NOI( - No. C2"95 RENEWAL DATE AUGUST 31, 2023 Or CA License Stamp BUILDING B FIFTH FLOOR EXITING ANALYSIS J Q H 2i 00 �Z) v ) U LU 2 U z ^J 1r ^ V J LL N N O N 1 BUILDING B - LEVEL 5 EXITING ANALYSIS I SCALE: 3/32"=1'-01 1 COPYRIGHT AO�45   City Council  23 – 42 12/6/2022   construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.); (b) Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, and/or restrictions on certain uses, (c) Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable, (d) Ongoing maintenance, repair and upkeep of the property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the property; the proper and timely removal of graffiti: the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely mainteriance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing,; publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable); (e) If Developer and the owner of the property are different (e.g., if the Applicant is a tenant or licensee of the property or any portion thereof), both the Applicant and the owner of the property shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms. (f) The maintenance agreementshall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the property or any interest in any lease, sublease, license or sublicense, unless the prospective assignee agrees in writing to assume all of the duties, obligations and responsibilities set forth under the maintenance agreement. (g) The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the properly in an amount equivalent to the actual costs, and/or expense incurred by the City., (h) The execution and recordation of the maintenance agreement shall be a condition precedent to the issuance of final approval for any construction permit related to: this entitlement. EXHIBIT A Conditions for Approval forSitePlan Review No. 2020-03 Site Plan Review No. 2020-03 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval: The Applicant must comply with each and every condition listed below riprip or to exercising the rights conferred by this site plan review. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation of the site plan review. 1. All proposed site improvements must conform to the Site Plan Review (DP No. 2018 28) and the staff report exhibits incorporated herein by reference. 2. Any amendment to this site plan review, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is availabie_or if the site plan review r-nust be amended. 3. A final detailed amenity plan must be reviewed and approved prior to issuance of any building permits. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas as well as an installation plan. The exact specifications for these items are subject to the review and approval by the Planning Division. 4. Prior to issuance of building permits, the Applicant shall submit a const►'b-bOn schedule and staging plan to the Planning Division for review and approval. The plan shall include construction hours, staging areas, parking and site security/screening during project construction. 5. Prior to the issuance of a building permit. a full landscape and irrigation plan is to be submitted for review and approval. The landscape plan shall: (1) conform to the commercial landscape standards, Citywide Design Guidelines, and the City's Water Efficient Landscape Ordinance, and (2) contain regularly -spaced vines installed along the entire lengths of the new perimeter wall and the trash enclosure so as to form a natural graffiti deterrent. 6. Prior to the issuance of a certificate of occupgMy, a Public Art Plan must be submitted to the Planning Division for review and approval, and shall include a timeline of the anticipated completion of the art work proposed which shall not be any longer than a year after completion of the pro' ct. The Applicant shall work with the City's Arts & Culture Office to identify local artist, and receive recommendations on establishing a process: rotes for selecting and displaying such local artwork. (Modified by Planning Commission) 7. Prior to installation of landscaping, the Applicant shall submit photos' and specifications of all trees to be installed on the project site for review and approval by the Planning Division. Specifications shall include, at a minimum, the species, box size (24 inches minimum), brown trunk height (10-foot minimum), and name and location of the supplier. 8. A Resident Storage Plan shall be provided for the project prior to issuance of certificate of occupancy. Storage shall be available at no cost to the residents. 9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plriS. 10. All mechanical equipment shall be screened from view from; public and courtyard areas. 11.The Applicant shall be responsible for maintaining the premises 'free of graffiti. All graffiti shall be removed within 24 hours of occurrence. 12. A residential property manager shall be on site at all times that the project is occupied and the developer and on -site management shall at all times maintain a 24-hour emergency contact and contact information on file with the City. 13. Residentsof both development sites in the Project (Site A and Site B) shall have access to resident amenities, onsite parking, and open space areas in both sites in perpetuity. 14. No more than one individual lease shall be permitted per unit. Leasing of individual bedrooms shall not be permitted. 15. A Property Maintenance Agreement must be recorded against the property. The agreement will be subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Developer (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement with the City of Santa Ana which shall be recorded against the property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following: (a) Compliance with' =operational condition"s' applicable during any period(s) of construction or majgr repair (e.g., proper screening and securing of the Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I\ VES"1'i E-M'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Z Q 2 H No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy�T A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF - License Stamp CONDITIONS OF APPROVAL J Q 75 m ZD CIO U W 2 U Z Q J n ` 11 n V U_ N N O N 1 Ir- 00 0 COPYRIGHT AO�70   City Council  23 – 43 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 - 1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification initial Date Comments Mitigation Measure Acton Required Monitoring Phase Agency/Party MM4.2-9 Project applicants shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project alternative fuel construction equipment (i.e. compressed natural gas, liquid contractspecifications grading Permits Applicant petroleum gas, and unleaded gasoline) be utilized to the extent that the in Review project -specific in During project in City of Santa equipment is readily available and cost effective in the South Coast Air Basin. construction documents construction Ana Planning Contract specifications shall be included in project construction documents, ■ Monitor construction and Building which shall be reviewed by the City of Santa Ana prior to issuance of a grading activities Agency permit. MM4.2-10 Project applicants shall require by contract specifications that in Include in project -specific ■ Prior to issuance of ■ Project construction equipment engines be maintained in good condition and in proper contract specifications grading permits Applicant tune per manufacturer's specification for the duration of construction. Contract in Review project -specific in During project in City of Santa specifications shall be included in project construction documents, which shall construction documents construction Ana Planning be reviewed by the City of Santa Ana prior to issuance of a grading permit. in Monitor construction and Building activities Agency MM4.2-11 Project applicants shall require by contract specifications that in Include in project -specific ■ Prior to issuance of ■ Project construction operations rely on the electricity infrastructure surrounding the contract specifications grading permits Applicant construction site rather than electrical generators powered by internal in Review project -specific in Construction combustion engines to the extent feasible. Contract specifications shall be construction documents Contractor included in project construction documents, which shall be reviewed by the ■ Monitor construction in City of Santa City of Santa Ana prior to issuance of a grading permit. activities Ana Planning and Building Agency MM4.2-12 As required by South Coast Air Quality Management District Rule in Incorporate dust control in Prior to issuance of in Project 403—Fugitive Dust, all construction activities that are capable of generating measures into project- grading permits Applicant fugitive dust are required to implement dust control measures during each specific contract in During project in Construction phase of project development to reduce the amount of particulate matter specifications construction Contractor entrained in the ambient air. These measures include the following: in Review construction in City of Santa in Application of soil stabilizers to inactive construction areas documents Ana Planning in Quick replacement of ground cover in disturbed areas in Monitor construction and Building in Watering of exposed surfaces three times daily activities Agency in Watering of all unpaved haul roads three times daily in Covering all stock piles with tarp in Reduction of vehicle speed on unpaved roads in Post signs on -site limiting traffic to 15 miles per hour or less City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-5 Chapter 11 Mitigation Monitoring and Reporting Program Table 11-1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance VerMcation Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party in Sweep streets adjacent to the project site at the end of the day if visible soil material is carried over to adjacent roads in Cover or have water applied to the exposed surface of all trucks hauling dirt, sand, soil, or other loose materials prior to leaving the site to prevent dust from impacting the surrounding areas in Install wheel washers where vehicles enter and exit unpaved roads onto paved roads to wash off trucks and any equipment leaving the site each trip MM4.2-13 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction -related equipment, including heavy-duty equipment, motor contract specifications grading permits Applicant vehicles, and portable equipment, shall be turned off when not in use for more in Review and approve in During project in Construction than 30 minutes. Diesel -fueled commercial motor vehicles with gross vehicular project -specific construction Contractor weight ratings of greater than 10,000 pounds shall be turned off when not in construction documents in City of Santa use for more than 5 minutes. Contract specifications shall be included in the in Monitor construction Ana Planning proposed project construction documents, which shall be approved by the City activities and Building of Santa Ana. Agency MM4.2-14 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction parking be configured to minimize traffic interference during the contract specifications grading permits Applicant construction period and, therefore, reduce idling of traffic. Contract in Review and approve in Construction specifications shall be included in the proposed project construction project -specific Contractor documents, which shall be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency MM4.2-15 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project temporary traffic controls are provided, such as a flag person, during all contract specifications grading permits Applicant phases of construction to maintain smooth traffic flow. Contract specifications in Review and approve of in During project in Construction shall be included in the proposed project construction documents, which shall project -specific construction Contractor be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency 11-6 City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11-1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.2-16 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction activities that affect traffic flow on the arterial system by contract specifications grading permits Applicant scheduled to off-peak hours (9:00 A.M. to 3:00 P.M.). Contract specifications in Review and approve of in During project in Construction shall be included in the proposed project construction documents, which shall project -specific construction Contractor be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency MM4.2.17 Upon issuance of building or grading permits, whichever is issued in Notify owners and in Prior to issuance of in Project earliest, notification shall be mailed to owners and occupants of all developed occupants of construction grading permits Applicant land uses within % mile of any project within the Transit Zoning Code (SD 84A activities occurring through in During project in City of Santa and SD 84B) boundaries greater than four ;stories in height or 25,000 sf in area the duration of the construction Ana Planning providing a schedule for major construction activities that will occur through construction period. and Building the duration of the construction period. In addition, the notification will include in Assign a designated Agency the identification and contact number for a community liaison and designated construction manager construction manager that would be available on site to monitor construction ■ Identify designated activities. The construction manager shall be responsible for complying with all community liaison project requirements related to PMto generation. The construction manager will be located at the on -site construction office during construction hours for in Monitor construction the duration of all construction activities. Contact information for the activities community liaison and construction manager will be located at the construction office, City Hall, the police department, and a sign on site. MM4.2-18 The developer shall require by contract specifications that the in Include in project -specific contract specifications in Prior to issuance of grading permits in Project Applicant architectural coa6ngpaint and primer I: ucts u wou ave a rating of 125-grann perT`kei or less.—t;ontrad--specifications shall-w-iriduded in Review and approve project -specific in During project construction in Construction Contractor in the proposed project construction documents, which shall be reviewed and approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-7 Chapter 11 Mitigation Monitoring and Reporting Program Compliance Verification ilia/ I Date I Comments ,Aesthetics IMM4.1-1 Proposed new structures shall be designed to maximize the use of in Review building materials in Prior to issuance of in City of Santa 'textured or other non -reflective exterior surfaces and non -reflective glass. and design plans building permits for Ana Planning (Building materials shall be reviewed by the City of Santa Ana prior to issuance each project and Building of building permits for each project. Agency IMM4.1-2 All exterior lighting and advertising (including signage) shall be in Review project -specific in Prior to issuance of in City of Santa directed onto the specific location intended for illumination (e.g., parking lots, lighting plan occupancy permits Ana Planning driveways, and walkways) and shielded away from adjacent properties and for each project and Building (public rights -of -way to minimize light spillover onto adjacent areas. Agency IMM4.1-3 Prior to issuance of a building permit for a specific development in Submit project -specific in Prior to issuance of in Project (project, the applicant shall submit a lighting plan to the City for review and lighting plan for review and building permits for Applicant approval. The plan shall specify the lighting type and placement to ensure that approval by the City each project in City of Santa the effects of security and other outdoor lighting are minimized on adjacent Ana Planning ruses and do not create spillover effects. The plan shall specifically incorporate and Building the following design features: Agency in All projects shall incorporate project design features to shield light and/or glare from vehicles entering or exiting parking lots and structures that face sensitive uses (e.g., schools, hospitals, senior housing, or other residential properties) by providing barriers so that light from vehicle headlights would not illuminate off -site sensitive uses. in All projects shall incorporate project design features to provide landscaping, physical barriers, screening, or other buffers to minimize project -generated illumination from entering off -site areas and to prevent glare or interference with vehicular traffic, in accordance with the City's Municipal Code. IMM4.1-4 For any proposed structure that would exceed four stories in height, in Submit project -specific in Prior to issuance of in Project applicants shall submit a site -specific shade/shadow report with renderings shade/shadow report for building permits for Applicant (representing the level of shade/shadows associated with the proposed review and approval by the each project in City of Santa development at the following times: 9:00 A.M.,12:00 P.M., 3:00 P.M. PST for the City Ana Planning (both the winter and summer solstices. An additional rendering for the 5:00 P.M. and Building (PST time period shall be prepared for the summer solstice period. Typically, a Agency variety of criteria are used to determine the significance of a shadow impact, iincluding the following: in Affected land use (criticality of direct sunlight for the use) 11-2 City of Santa Ana Transit Zoning Code (SE) 84A and SD 84B) EIR Chapter it Mitigation Monitoring and Reporting Program Responsible Compliance Verfiication _ Mitigation Measure Action Required Monitoring Phase Agency/Party Ird'Hal Date Comments in Duration (hours per day in shadow) in Time of day (critical time period for direct sunlight) in Season (time of year use would be shadowed) in Extent (percentage of use that would be shadowed) in Preexisting condition (shadow condition due to existing buildings, landscaping, or other features) in Type (solid or dappled shadow) 'The report shall include any feasible design considerations that would reduce the extent of shadows cast by a proposed structure. The analysis and the (project design plans shall be forwarded to the Planning and Building Agency /for review and approval. Air Quality IMM4.2-1 Trash receptacles within the Transit Zoning Code (SD 84A and SD 84B) will be required to have lids that enable convenient collection and loading and will be emptied on a regular basis, in compliance with City of Santa Ana regulations for the collection of solid waste. in Verify site design to ensure lids will be used and there is proper access for waste disposal in During project design review in City of Santa Ana Planning and Building Agency IMM4.2-2 The construction contractor shall ensure that no more than 5 acres in Include in project -specific in Prior to issuance of in Construction per day are actively graded or developed. contract specifications grading permits Contractor in Monitor construction in City of Santa activities Ana Planning and Building Agency IMM4.2-3 The construction contractor shall ensure that all active disturbed in Include in project -specific in Prior to issuance of in Construction surfaces should be watered three times per day throughout the construction contract specifications grading permits Contractor (period. in Monitor construction in City of Santa activities Ana Planning and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-3 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigathin Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments MtHgation Measure Action Required Monitoring Phase Agency/Party IMM4.2-4 The construction contractor shall ensure that the mass grading, fine in Include in project -specific in Prior to issuance of in Construction grading, and structure construction are conducted at separate time periods contract specifications grading permits Contractor and do not overlap with one another. in Review of project -specific in During site grading in City of Santa construction documents and construction Ana Planning in Monitor construction and Building activities Agency IMM4.2-5 The construction contractor shall ensure that all haul roads are in Inclusion in project -specific in Prior to issuance of in Construction watered three (3) times per day. contract specifications grading permits Contractor in Review of project -specific in During site grading in City of Santa construction documents Ana Planning in Monitor construction and Building activities Agency IMI1114.2-6 The construction contractor shall ensure that all traffic on unpaved in Inclusion in project -specific in Prior to issuance of in Construction (roads is reduced to 15 mph or less. contract specifications grading permits Contractor in Review of project -specific in During site grading in City of Santa construction documents Ana Planning in Monitor construction and Building activities Agency IMM4.2-7 Project applicants shall require by contract specifications that all in Inclusion in project -specific in Prior to issuance of ■ Project diesel -powered equipment used will be retrofitted with after -treatment products contract specifications grading permits Applicant Qe.g., engine catalysts) to the extent that they are readily available in the South in Review of project -specific in During project in City of Santa Coast Air Basin. Contract specifications shall be included in project construction documents construction Ana Planning construction documents, which shall be reviewed by the City of Santa Ana in Monitor construction and Building (prior to issuance of a grading permit. activities IMM4.2-8 Project applicants shall require by contract specifications that all in Inclusion in project -specific ■ Prior to issuance of ■ Project (heavy-duty diesel -powered equipment operating and refueling at the project contract specifications grading permits Applicant site use low-NOx diesel fuel to the extent that it is readily available and cost in Review of project -specific in During project in City of Santa effective (up to 125 percent of the cost of California Air Resources Board construction documents construction Ana Planning diesel) in the South Coast Air Basin (this does not apply to diesel -powered ■ Monitor construction and Building trucks traveling to and from the project site). Contract specifications shall be activities Agency included in project construction documents, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permit. 11-4 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR App.andix K Mitigation Monitoring Reporting Program CHAPTER 11 Mitifln gation Monitoring and Reporting Program 11.1 INTRODUCTION This section reflects the Mitigation Monitoring and Reporting Program (MMRP) requirements of Public Resources Code (PRC) Section 21081.6. The California Environmental Quality Act (CEQA) Guidelines Section 15097 states: ... In order to ensure that the mitigation measures and project revisions identified in the EIR or negative declaration are implemented, the public agency shall adopt a program for monitoring or reporting on the revisions which it has required in the project and the measures it has imposed to mitigate or avoid significant environmental effects. A public agency may delegate reporting or monitoring responsibilities to another public agency or to a private entity which accepts the delegation;; however, until mitigation measures have been completed the lead agency remains responsible for ensuring that implementation of the mitigation measures occurs in accordance with the program. 11.2 ENFORCEMENT In accordance with CEQA, the primary responsibility for malding determinations with respect to potential environmental effects rests with the lead agency rather than the monitor or preparer. As such, the City of Santa Ana is identified as the enforcement agency for this M1\/IRP. 11.3 PROGRAM MODIFICATION After review and approval by the lead agency, minor changes to the MMRP are permitted but can only be made by the City of Santa Ana. No deviations from this MMRP shall be permitted unless it continues to satisfy the requirements of PRC Section 21081.6, as determined by the lead agency. 11.4 MITIGATION MONITORING AND REPORTING PROGRAM The organization of the MMRP follows the subsection formatting; style as presented within the Transit Zoning Code Environmental Impact Report (EIR). Only those subsections of the environmental issues presented in the EIR that have mitigation measures are provided below in Table 11-1 (Mitigation Monitoring and Reporting Program Matrix). All other subsections in the EIR do not contain mitigation measures. City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'F1%1EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Z Q 2 H O N Q U Q Z Q Q Z U) F LU U) w V_ Lid 06 LO Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARCy'T A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\- License Stamp CONDITIONS OF APPROVAL J Q CH GM W �Z) v ) U UJ 2 U Z Q J Ir-n V LL N N O N 1 COPYRIGHT AO�71   City Council  23 – 44 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 - 1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification initial Date Comments Mitigation Measure Acton Required Monitoring Phase Agency/Party MM4.2-9 Project applicants shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project alternative fuel construction equipment (i.e. compressed natural gas, liquid contractspecifications grading Permits Applicant petroleum gas, and unleaded gasoline) be utilized to the extent that the in Review project -specific in During project in City of Santa equipment is readily available and cost effective in the South Coast Air Basin. construction documents construction Ana Planning Contract specifications shall be included in project construction documents, ■ Monitor construction and Building which shall be reviewed by the City of Santa Ana prior to issuance of a grading activities Agency permit. MM4.2-10 Project applicants shall require by contract specifications that in Include in project -specific ■ Prior to issuance of ■ Project construction equipment engines be maintained in good condition and in proper contract specifications grading permits Applicant tune per manufacturer's specification for the duration of construction. Contract in Review project -specific in During project in City of Santa specifications shall be included in project construction documents, which shall construction documents construction Ana Planning be reviewed by the City of Santa Ana prior to issuance of a grading permit. in Monitor construction and Building activities Agency MM4.2-11 Project applicants shall require by contract specifications that in Include in project -specific ■ Prior to issuance of ■ Project construction operations rely on the electricity infrastructure surrounding the contract specifications grading permits Applicant construction site rather than electrical generators powered by internal in Review project -specific in Construction combustion engines to the extent feasible. Contract specifications shall be construction documents Contractor included in project construction documents, which shall be reviewed by the ■ Monitor construction in City of Santa City of Santa Ana prior to issuance of a grading permit. activities Ana Planning and Building Agency MM4.2-12 As required by South Coast Air Quality Management District Rule in Incorporate dust control in Prior to issuance of in Project 403—Fugitive Dust, all construction activities that are capable of generating measures into project- grading permits Applicant fugitive dust are required to implement dust control measures during each specific contract in During project in Construction phase of project development to reduce the amount of particulate matter specifications construction Contractor entrained in the ambient air. These measures include the following: in Review construction in City of Santa in Application of soil stabilizers to inactive construction areas documents Ana Planning in Quick replacement of ground cover in disturbed areas in Monitor construction and Building in Watering of exposed surfaces three times daily activities Agency in Watering of all unpaved haul roads three times daily in Covering all stock piles with tarp in Reduction of vehicle speed on unpaved roads in Post signs on -site limiting traffic to 15 miles per hour or less City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-5 Chapter 11 Mitigation Monitoring and Reporting Program Table 11-1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance VerMcation Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party in Sweep streets adjacent to the project site at the end of the day if visible soil material is carried over to adjacent roads in Cover or have water applied to the exposed surface of all trucks hauling dirt, sand, soil, or other loose materials prior to leaving the site to prevent dust from impacting the surrounding areas in Install wheel washers where vehicles enter and exit unpaved roads onto paved roads to wash off trucks and any equipment leaving the site each trip MM4.2-13 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction -related equipment, including heavy-duty equipment, motor contract specifications grading permits Applicant vehicles, and portable equipment, shall be turned off when not in use for more in Review and approve in During project in Construction than 30 minutes. Diesel -fueled commercial motor vehicles with gross vehicular project -specific construction Contractor weight ratings of greater than 10,000 pounds shall be turned off when not in construction documents in City of Santa use for more than 5 minutes. Contract specifications shall be included in the in Monitor construction Ana Planning proposed project construction documents, which shall be approved by the City activities and Building of Santa Ana. Agency MM4.2-14 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction parking be configured to minimize traffic interference during the contract specifications grading permits Applicant construction period and, therefore, reduce idling of traffic. Contract in Review and approve in Construction specifications shall be included in the proposed project construction project -specific Contractor documents, which shall be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency MM4.2-15 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project temporary traffic controls are provided, such as a flag person, during all contract specifications grading permits Applicant phases of construction to maintain smooth traffic flow. Contract specifications in Review and approve of in During project in Construction shall be included in the proposed project construction documents, which shall project -specific construction Contractor be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency 11-6 City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11-1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.2-16 The developer shall require by contract specifications that in Include in project -specific in Prior to issuance of in Project construction activities that affect traffic flow on the arterial system by contract specifications grading permits Applicant scheduled to off-peak hours (9:00 A.M. to 3:00 P.M.). Contract specifications in Review and approve of in During project in Construction shall be included in the proposed project construction documents, which shall project -specific construction Contractor be approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency MM4.2.17 Upon issuance of building or grading permits, whichever is issued in Notify owners and in Prior to issuance of in Project earliest, notification shall be mailed to owners and occupants of all developed occupants of construction grading permits Applicant land uses within % mile of any project within the Transit Zoning Code (SD 84A activities occurring through in During project in City of Santa and SD 84B) boundaries greater than four ;stories in height or 25,000 sf in area the duration of the construction Ana Planning providing a schedule for major construction activities that will occur through construction period. and Building the duration of the construction period. In addition, the notification will include in Assign a designated Agency the identification and contact number for a community liaison and designated construction manager construction manager that would be available on site to monitor construction ■ Identify designated activities. The construction manager shall be responsible for complying with all community liaison project requirements related to PMto generation. The construction manager will be located at the on -site construction office during construction hours for in Monitor construction the duration of all construction activities. Contact information for the activities community liaison and construction manager will be located at the construction office, City Hall, the police department, and a sign on site. MM4.2-18 The developer shall require by contract specifications that the in Include in project -specific contract specifications in Prior to issuance of grading permits in Project Applicant architectural coa6ngpaint and primer I: ucts u wou ave a rating of 125-grann perT`kei or less.—t;ontrad--specifications shall-w-iriduded in Review and approve project -specific in During project construction in Construction Contractor in the proposed project construction documents, which shall be reviewed and approved by the City of Santa Ana. construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-7 Chapter 11 Mitigation Monitoring and Reporting Program Compliance Verification ilia/ I Date I Comments ,Aesthetics IMM4.1-1 Proposed new structures shall be designed to maximize the use of in Review building materials in Prior to issuance of in City of Santa 'textured or other non -reflective exterior surfaces and non -reflective glass. and design plans building permits for Ana Planning (Building materials shall be reviewed by the City of Santa Ana prior to issuance each project and Building of building permits for each project. Agency IMM4.1-2 All exterior lighting and advertising (including signage) shall be in Review project -specific in Prior to issuance of in City of Santa directed onto the specific location intended for illumination (e.g., parking lots, lighting plan occupancy permits Ana Planning driveways, and walkways) and shielded away from adjacent properties and for each project and Building (public rights -of -way to minimize light spillover onto adjacent areas. Agency IMM4.1-3 Prior to issuance of a building permit for a specific development in Submit project -specific in Prior to issuance of in Project (project, the applicant shall submit a lighting plan to the City for review and lighting plan for review and building permits for Applicant approval. The plan shall specify the lighting type and placement to ensure that approval by the City each project in City of Santa the effects of security and other outdoor lighting are minimized on adjacent Ana Planning ruses and do not create spillover effects. The plan shall specifically incorporate and Building the following design features: Agency in All projects shall incorporate project design features to shield light and/or glare from vehicles entering or exiting parking lots and structures that face sensitive uses (e.g., schools, hospitals, senior housing, or other residential properties) by providing barriers so that light from vehicle headlights would not illuminate off -site sensitive uses. in All projects shall incorporate project design features to provide landscaping, physical barriers, screening, or other buffers to minimize project -generated illumination from entering off -site areas and to prevent glare or interference with vehicular traffic, in accordance with the City's Municipal Code. IMM4.1-4 For any proposed structure that would exceed four stories in height, in Submit project -specific in Prior to issuance of in Project applicants shall submit a site -specific shade/shadow report with renderings shade/shadow report for building permits for Applicant (representing the level of shade/shadows associated with the proposed review and approval by the each project in City of Santa development at the following times: 9:00 A.M.,12:00 P.M., 3:00 P.M. PST for the City Ana Planning (both the winter and summer solstices. An additional rendering for the 5:00 P.M. and Building (PST time period shall be prepared for the summer solstice period. Typically, a Agency variety of criteria are used to determine the significance of a shadow impact, iincluding the following: in Affected land use (criticality of direct sunlight for the use) 11-2 City of Santa Ana Transit Zoning Code (SE) 84A and SD 84B) EIR Chapter it Mitigation Monitoring and Reporting Program Responsible Compliance Verfiication _ Mitigation Measure Action Required Monitoring Phase Agency/Party Ird'Hal Date Comments in Duration (hours per day in shadow) in Time of day (critical time period for direct sunlight) in Season (time of year use would be shadowed) in Extent (percentage of use that would be shadowed) in Preexisting condition (shadow condition due to existing buildings, landscaping, or other features) in Type (solid or dappled shadow) 'The report shall include any feasible design considerations that would reduce the extent of shadows cast by a proposed structure. The analysis and the (project design plans shall be forwarded to the Planning and Building Agency /for review and approval. Air Quality IMM4.2-1 Trash receptacles within the Transit Zoning Code (SD 84A and SD 84B) will be required to have lids that enable convenient collection and loading and will be emptied on a regular basis, in compliance with City of Santa Ana regulations for the collection of solid waste. in Verify site design to ensure lids will be used and there is proper access for waste disposal in During project design review in City of Santa Ana Planning and Building Agency IMM4.2-2 The construction contractor shall ensure that no more than 5 acres in Include in project -specific in Prior to issuance of in Construction per day are actively graded or developed. contract specifications grading permits Contractor in Monitor construction in City of Santa activities Ana Planning and Building Agency IMM4.2-3 The construction contractor shall ensure that all active disturbed in Include in project -specific in Prior to issuance of in Construction surfaces should be watered three times per day throughout the construction contract specifications grading permits Contractor (period. in Monitor construction in City of Santa activities Ana Planning and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-3 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigathin Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments MtHgation Measure Action Required Monitoring Phase Agency/Party IMM4.2-4 The construction contractor shall ensure that the mass grading, fine in Include in project -specific in Prior to issuance of in Construction grading, and structure construction are conducted at separate time periods contract specifications grading permits Contractor and do not overlap with one another. in Review of project -specific in During site grading in City of Santa construction documents and construction Ana Planning in Monitor construction and Building activities Agency IMM4.2-5 The construction contractor shall ensure that all haul roads are in Inclusion in project -specific in Prior to issuance of in Construction watered three (3) times per day. contract specifications grading permits Contractor in Review of project -specific in During site grading in City of Santa construction documents Ana Planning in Monitor construction and Building activities Agency IMI1114.2-6 The construction contractor shall ensure that all traffic on unpaved in Inclusion in project -specific in Prior to issuance of in Construction (roads is reduced to 15 mph or less. contract specifications grading permits Contractor in Review of project -specific in During site grading in City of Santa construction documents Ana Planning in Monitor construction and Building activities Agency IMM4.2-7 Project applicants shall require by contract specifications that all in Inclusion in project -specific in Prior to issuance of ■ Project diesel -powered equipment used will be retrofitted with after -treatment products contract specifications grading permits Applicant Qe.g., engine catalysts) to the extent that they are readily available in the South in Review of project -specific in During project in City of Santa Coast Air Basin. Contract specifications shall be included in project construction documents construction Ana Planning construction documents, which shall be reviewed by the City of Santa Ana in Monitor construction and Building (prior to issuance of a grading permit. activities IMM4.2-8 Project applicants shall require by contract specifications that all in Inclusion in project -specific ■ Prior to issuance of ■ Project (heavy-duty diesel -powered equipment operating and refueling at the project contract specifications grading permits Applicant site use low-NOx diesel fuel to the extent that it is readily available and cost in Review of project -specific in During project in City of Santa effective (up to 125 percent of the cost of California Air Resources Board construction documents construction Ana Planning diesel) in the South Coast Air Basin (this does not apply to diesel -powered ■ Monitor construction and Building trucks traveling to and from the project site). Contract specifications shall be activities Agency included in project construction documents, which shall be reviewed by the City of Santa Ana prior to issuance of a grading permit. 11-4 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR App.andix K Mitigation Monitoring Reporting Program CHAPTER 11 Mitifln gation Monitoring and Reporting Program 11.1 INTRODUCTION This section reflects the Mitigation Monitoring and Reporting Program (MMRP) requirements of Public Resources Code (PRC) Section 21081.6. The California Environmental Quality Act (CEQA) Guidelines Section 15097 states: ... In order to ensure that the mitigation measures and project revisions identified in the EIR or negative declaration are implemented, the public agency shall adopt a program for monitoring or reporting on the revisions which it has required in the project and the measures it has imposed to mitigate or avoid significant environmental effects. A public agency may delegate reporting or monitoring responsibilities to another public agency or to a private entity which accepts the delegation;; however, until mitigation measures have been completed the lead agency remains responsible for ensuring that implementation of the mitigation measures occurs in accordance with the program. 11.2 ENFORCEMENT In accordance with CEQA, the primary responsibility for malding determinations with respect to potential environmental effects rests with the lead agency rather than the monitor or preparer. As such, the City of Santa Ana is identified as the enforcement agency for this M1\/IRP. 11.3 PROGRAM MODIFICATION After review and approval by the lead agency, minor changes to the MMRP are permitted but can only be made by the City of Santa Ana. No deviations from this MMRP shall be permitted unless it continues to satisfy the requirements of PRC Section 21081.6, as determined by the lead agency. 11.4 MITIGATION MONITORING AND REPORTING PROGRAM The organization of the MMRP follows the subsection formatting; style as presented within the Transit Zoning Code Environmental Impact Report (EIR). Only those subsections of the environmental issues presented in the EIR that have mitigation measures are provided below in Table 11-1 (Mitigation Monitoring and Reporting Program Matrix). All other subsections in the EIR do not contain mitigation measures. City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'F1%1EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Z Q 2 H O N Q U Q Z Q Q Z U) F LU U) w V_ Lid 06 LO Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARCy'T A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\- License Stamp CONDITIONS OF APPROVAL J Q CH GM W �Z) v ) U UJ 2 U Z Q J Ir-n V LL N N O N 1 COPYRIGHT AO�71   City Council  23 – 45 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigatis Program Matrix Responsible 7AcffonRequired Compliance Verification Initial Date Comments Mitigation Measure Monitoring Phase Agency/Party Section 7050.5 of California's Health and Safety Code. The technical report or (memorandum shall be submitted to the City of Santa Ana for approval. As determined necessary by the City, environmental documentation (e.g., CEQA documentation) prepared for future development within the project site shall (reference or incorporate the findings and recommendations of the technical (report or memorandum. The project applicant shall be responsible for iimplementing methods for eliminating or avoiding impacts on archaeological (resources identified in the technical report or memorandum. Projects that would not encounter undisturbed soils and would therefore not be required to (retain an archaeologist shall demonstrate non -disturbance to the City through the appropriate construction plans or geotechnical studies prior to any earth - disturbing activities. Projects that would include any earth disturbance (disturbed or undisturbed soils) shall comply with MM4.4-2(b). (Mill (b) If evidence of an archaeological site or other suspected historical ■ Retain qualified ■ During construction ■ Project (resource as defined by CEQA Guidelines Section 15064.5, including darkened archeologist period Applicant ;soil representing past human activity ("midden"), that could conceal material ■ In the event cultural ■ City of Santa (remains (e.g., worked stone, fired clay vessels, faunal bone, hearths, storage resources are Ana Planning (pits, or burials) are discovered during any project -related earth -disturbing encountered, record with and Building activities (including projects that would not encounter undisturbed soils), all the SCCIC Agency earth -disturbing activity within 100 feet of the find shall be halted and the City of Santa Ana shall be notified. The project applicant shall retain an archaeologist who meets the Secretary of the Interior's Professional Qualifications Standards for Archaeology to assess the significance of the find. Impacts to any significant resources shall be mitigated to a less -than - significant level through data recovery or other methods determined adequate by the archaeologist and that are consistent with the Secretary of the Interior's Standards for Archaeological Documentation. Any identified cultural resources ;shall be recorded on the appropriate DPR 523 (A-L) form and filed with the SCCIC. IMM4.4-2(a) Prior to any earth -disturbing activities (e.g., excavation, trenching, ■ Retain professional a Prior to project ■ Project grading) that could encounter undisturbed soils, the project applicant shall paleontologist approval Applicant (retain a professional paleontologist to determine if the project could directly or ■ Prepare and submit ■ City of Santa iindirectly destroy a unique paleontological resource or site or unique geologic technical report or Ana Planning feature. The investigation shall include, as determined appropriate by the memorandum for review and Building (paleontologist and the City of Santa Ana, a paleontology records check and a and approval by the City Agency (pedestrian survey of the area proposed for development. The results of the iinvestigation shall be documented in a technical report or memorandum that 11-14 City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigati#n Monitoring and Reporting Program Matrix Responsible Compliance Verr7Jcation Initial Date Comments Mfiigation Measure Action Required Monitoring Phase Agency/Party identifies the paleontological sensitivity of the development area and includes (recommendations and methods for eliminating or avoiding impacts on (paleontological resources or unique geologic features. The technical report or (memorandum shall be submitted to the City for approval. As determined (necessary by the City, environmental documentation (e.g., CEQA documentation) prepared for future development within the project site shall (reference or incorporate the findings and recommendations of the technical (report or memorandum. The project applicant shall be responsible for iimplementing methods for eliminating or avoiding impacts on paleontological (resources or unique geologic features identified in the technical report or (memorandum. Projects that would not encounter undisturbed soils and would therefore not be required to retain a paleontologist shall demonstrate non - disturbance to the City through the appropriate construction plans or geotechnical studies prior to any earth -disturbing activities. Projects that would iinclude any earth disturbance (disturbed or undisturbed soils) shall comply with MM4.4-3(b). IMM4.4-2(b) Should paleontological resources (i.e., fossil remains) be ■ In the event that ■ Prior to issuance of ■ Project identified at a particular site during project construction, the construction paleontological resources grading permits Applicant foreman shall cease construction within 100 feet of the find until a qualified are encountered, ■ City of Santa (professional can provide an evaluation. Mitigation of resource impacts shall be Implement mitigation Ana Planning iimplemented and funded by the project applicant and shall be conducted as ■ Incorporate mitigation in and Building follows: contract specifications and Agency 1. Identify and evaluate paleontological resources by intense field survey construction documents where impacts are considered high 2. Assess effects on identified sites 3. Consult with the institutional/academic paleontologists conducting research investigations within the geological formations that are slated to be impacted 4. Obtain comments from the researchers 5. Comply with researchers' recommendations to address any significant adverse effects where determined by the City to be feasible In considering any suggested mitigation proposed by the consulting (paleontologist, the City of Santa Ana staff shall determine whether avoidance its necessary and feasible in light of factors such as the nature of the find, (project design, costs, applicable policies and land use assumptions, and other considerations. If avoidance is unnecessary or infeasible, other appropriate City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-15 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigati#n Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments _ Mitigation Measure Action Required Monitoring Phase Agency/Party (measures (e.g., data recovery) shall be instituted. Work may proceed on other (parts of the project site while mitigation for paleontological resources is carried out. (Mill Prior to development activities that would demolish or otherwise ■ Submit technical report or ■ Prior to issuance of ■ Project (physically affect buildings or structures 50 years old or older or affect their memorandum for approval demolition permits Applicant (historic setting, the project applicant shall retain a cultural resource by the City ■ City of Santa (professional who meets the Secretary of the Interior's Professional ■ Implement identified Ana Planning Qualifications Standards for Architectural History to determine if the project measures and Building would cause a substantial adverse change in the significance of a historical Agency (resource as defined in Section 15064.5 of the CEQA Guidelines. The Investigation shall include, as determined appropriate by the cultural resource (professional and the City of Santa Ana, the appropriate archival research, Including, if necessary, an updated records search of the South Central Coastal Information Center (SCCIC) of the California Historical Resources Information System (CHRIS) and a pedestrian survey of the proposed development area to determine if any significant historic -period resources would be adversely affected by the proposed development. The results of the iinvestigation shall be documented in a technical report or memorandum that identifies and evaluates any historical resources within the development area and includes recommendations and methods for eliminating or reducing iimpacts on historical resources. The technical report or memorandum shall be submitted to the City Santa Ana for approval. As determined necessary by the City, environmental documentation (e.g., CEQA documentation) prepared for future development within the project site shall reference or incorporate the findings and recommendations of the technical report or memorandum. The (project applicant shall be responsible for implementing methods for eliminating or reducing impacts on historical resources identified in the technical report or (memorandum. Such methods could include, but not be limited to, written and (photographic recordation of the resource in accordance with the level of (Historic American Building Survey (HABS) documentation that is appropriate to the significance (local, state, national) of the resource. 11-16 City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitig tion Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party mainline breaks, and eliminating over -watering and flooding due to pipe and/or head breaks. MM4.2-29 Landscape designers shall ensure that Project landscaping of ■ Include in landscaping plan ■ Prior to issuance of ■ Project commercial/industrial/common areas uses drought -tolerant and smog -tolerant and design plans certificate of Applicant trees, shrubs, and groundcover to ensure long-term viability and conserve ■ Verification at inspection occupancy ■ City of Santa water and energy. Ana Planning and Building Agency MM4.2-30 Landscape designers shall ensure that the landscape plan includes ■ Include in landscaping plan ■ Prior to issuance of ■ Project drought resistant trees, shrubs, and groundcover within the parking lot and and design plans certificate of Applicant perimeter. ■ Verification at inspection occupancy ■ City of Santa Ana Planning and Building Agency MM4.2-31 Project designers shall ensure that design features incorporate ■ Include in design plans ■ Prior to approval of ■ Project light-colored roofing materials that will deflect heat away from the building and ■ Verification at inspection each potential Applicant conserve energy. future development ■ City of Santa project Ana Planning and Building Agency MM4.2-32 The Project designers shall ensure that designs include all ■ Include in design plans ■ Prior to approval of ■ Project illumination elements to have controls to allow selective use as an energy each potential Applicant conservation measure. future development Is City of Santa project Ana Planning and Building Agency MM4.2-33 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of ■ Project demonstrate that measures have been included to promote ride sharing document for review and building permit Applicant programs such as, but not necessarily including, publishing ride sharing approval ■ Prior to issuance of ■ City of Santa information for all of the tenants, designating a certain percentage of parking ■ Confirm installation of occupancy permit Ana Planning spaces for ride sharing vehicles, designating adequate passenger loading and design features and and Building unloading and waiting areas for ride sharing vehicles, and providing a website equipment Agency or message board for coordinating rides. Documentation of compliance with this measure shall be provided to the City Building Official for review and City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-11 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy. MM4.2-34 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of ■ Project demonstrate that measures have been included to provide adequate bicycle document for review and building permit Applicant parking near building entrances to promote cyclist safety, security, and approval ■ Prior to issuance of ■ City of Santa convenience. Documentation of compliance with this measure shall be ■ Confirm installation of occupancy permit Ana Planning provided to the City Building Official for review and approval. Installation of the design features and and Building identified design features or equipment will be confirmed by the City Building equipment Agency Official prior to issuance of certificate of occupancy. MM4.2-35 Prior to issuance of any certificate of occupancy, the applicant shall ■ Confirm installation of ■ Prior to issuance of ■ Project demonstrate that all interior building lighting supports the use of compact design features and occupancy permit Applicant fluorescent light bulbs or equivalently efficient lighting to the satisfaction of the equipment ■ City of Santa City Building Official. Ana Planning and Building Agency MM4.2-36 Tenants shall be responsible to ensure that preferential parking ■ Inform tenants of ■ Prior to issuance of ■ City of Santa spaces are allocated to ultra -low emission vehicles and alternative fueled preferential parking space certificate of Ana Planning vehicles to encourage the use of alternative fuels and ultra -low emission policy occupancy and On- and Building vehicles. going through Agency individual project ■ Project operation Applicant Biological Resources MM4.3-1 To ensure that avian species of concern, protected migratory species ■ Incorporate measures in ■ Prior to issuance of ■ Project (e.g., MBTA), or raptors species are not injured or disturbed by construction in contract specifications and grading permit Applicant the vicinity of nesting habitat, the project applicant shall implement the construction documents ■ During construction ■ City of Santa following measures: Ana Planning 1. Tree removal shall be restricted to the period between August 30 and and Building February 15, to the extent feasible, to avoid the breeding season of any Agency migratory species that could be using the area, and to discourage nesting in the vicinity of an upcoming construction area. If it is not feasible to remove trees outside this window then, prior to the beginning of mass grading, including grading for major infrastructure improvements, during the period between February 15 and August 30, all trees within 250 feet of any grading or earthmoving activity shall be surveyed for active nests by a 11-12 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Responsible c-ompliance Verification Measure Action Required Monitoring Phase Agency/Party Inital I Date I Comments qualified biologist no more than 30 days prior to disturbance. If active nests are found, and the site is within 250 feet of potential construction activity, a temporary fence shall be erected, where appropriate, around the tree(s) at a distance of up to 250 feet, depending on the species, from the edge of the canopy to prevent construction disturbance and intrusions on the nest area. The appropriate buffer shall be determined in consultation with the City of Santa Ana Park Naturalist or a designee. 2. No construction vehicles shall be permitted within restricted areas (i.e., protection zones), unless directly related to the management or protection of the legally protected species. 3. If a legally protected species nest is located in a tree designated for removal, the removal shall be deferred until after August 30, or until the adults and young of the year are no longer dependent on the nest site as determined by a qualified biologist. Cultural Resources MM4.4-1(a) Prior to any earth -disturbing activities (e.g., excavation, trenching, ■ Retain a qualified ■ Prior to issuance of Is Project grading) that could encounter undisturbed soils, the project applicant shall archeologist to prepare grading permits Applicant retain an archaeologist who meets the Secretary of the Interior's Professional technical report or ■ City of Santa Qualifications Standards for Archaeology to determine if the project could memorandum Ana Planning result in a substantial adverse change in the significance of an archaeological ■ Submit project -specific and Building resource pursuant to Section 15064.5 of the CEQA Guidelines or disturb environmental Agency human remains. The investigation shall include, as determined appropriate by documentation relating to the archaeologist and the City of Santa Ana, an updated records search of the archeological resources South Central Coastal Information Center (SCCIC) of the California Historical Or Resources Information System (CHRIS), updated Native American consultation, and a pedestrian survey of the area proposed for development. ■ Demonstration of non - The results of the investigation shall be documented in a technical report or disturbance memorandum that identifies and evaluates any archaeological resources within the development area and includes recommendations and methods for eliminating or avoiding impacts on archaeological resources or human remains. The measures shall include, as appropriate, subsurface testing of archaeological resources and/or construction monitoring by a qualified Native American Monitor selected from a locally affiliated Tribe identified bar profession/ and; i� neee3safy- appropriate Native Americaan fli6nitor3 identified by -the -applicable tube (e the-8abrielino Tongva Nation) and/or the Native American Heritage Commission. The methods shall also include procedures for the unanticipated discovery of human remains, which shall be In accordance with Section bUyl.96 of the State Nubllc Resources Code and City of Santa Ana Transit Zoning Code (SD 84A and SD 846) EIR 11-13 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -11 Mitigation Monitoring and Reporting �Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.2-19 The developer shall require by contract specifications that materials ■ Include in project -specific ■ Prior to issuance of ■ Project that do not require painting be used during i construction to the extent feasible. contract specifications grading permits Applicant Contract specifications shall be included in the proposed project construction ■ Review and approve ■ Construction documents, which shall be reviewed and approved by the City of Santa Ana. project -specific Contractor construction documents ■ City of Santa ■ Monitor construction Ana Planning activities and Building Agency MM4.2-20 The developer shall require by contract specifications that pre- ■ Include in project -specific ■ Prior to issuance of ■ Project painted construction materials be used to the extent feasible. Contract contract specifications grading permits Applicant specifications shall be included in the proposed project construction ■ Review and approve ■ Construction documents, which shall be reviewed and approved by the City of Santa Ana. project -specific Contractor construction documents ■ City of Santa ■ Monitor construction Ana Planning activities and Building Agency MM4.2-21 As individual components of the: Transit Zoning Code (SD 84A and ■ Prepare project -specific air ■ Prior to approval of ■ City of Santa SD 84B) are implemented, an air quality impact analysis will be completed to quality impact analysis each potential Ana Planning determine their independent significance levels. Mitigation is to be ■ Review of air quality impact future development and Building incorporated at the individual component level to bring the individual analysis project Agency components to less than significant on a site -by -site basis. MM4.2-22 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of ■ Project demonstrate that the design of the proposed buildings or structures exceeds documentation for review building permit Applicant current Title 24 requirements (Title 24, Part 6 of the California Code of and approval ■ City of Santa Regulations; The Energy Commission adopted the 2008 ;Standards on April Ana Planning 23, 2008, and the Building Standards Commission approved them for Out of date and Building publication on September 11, 2008. The 2008 Residential Compliance Manual Code references Agency was adopted by the Commission on December 17, 2008, and the 2008 Non- residential Compliance Manual was adopted January 14, 2009.Energy Efficiency Standards for Residential and Non Residential Buildings, as amended November 1, 2005; Cool Roof Coatings performance standards as amended September 11, 2006) by a minimlum of 20 percent, subject to review by the County Building Official. Documentation of compliance with this measure shall be provided to the Planning Department and Building Official for review and approval prior to issuance of the permit. Installation of the identified 11-8 City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR Chapter it Mitigation Monitoring and Reporting Program Table I I - 1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitorng Phase Agency/Party design features or equipment will be confirmed by the County Building Official prior to certificate of occupancy. Any combination of the following design features may be used to fulfill this mitigation provided that the total increase in efficiency meets or exceeds 20 percent: ■ Increase in insulation such that heat transfer and thermal bridging is minimized ■ Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumption ■ Incorporate dual -paned or other energy efficient windows ■ Incorporate energy efficient space heating and cooling equipment ■ Incorporate energy efficient light fixtures ■ Incorporate energy efficient appliances ■ Incorporate energy efficient domestic hot water systems ■ Incorporate solar panels into the electrical system ■ Incorporate cool roofs/light-colored roofing ■ Or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options listed above exceeds current Title 24 Standards (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non Residential Buildings, as amended November 1, 2005; Cool Roof Coatings performance standards as amended September 11, 2006) by a minimum of 20 percent MM4.2-23 Prior to issuance of a building permit, the applicant shall provide a ■ Prepare project -specific ■ Prior to issuance of ■ Project landscape plan for the Project that includes shade trees around main landscape plans building permit Applicant buildings, particularly along southern elevations where practical, and will not ■ Submit compliance ■ City of Santa interfere with loading dock locations or other operational constraints. documentation for review Ana Planning Documentation of compliance with this measure shall be provided to the City and approval and Building Building Official for review and approval. Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-9 Chapter 11 Mitigation Monitoring and Reporting Program Table I I - 1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.2-24 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of ■ Project demonstrate that the proposed building or structure designs incorporate document for review and building permit Applicant exterior storage areas for recyclables and ,green waste and adequate recycling approval ■ Prior to issuance of ■ City of Santa containers located in public areas. Documentation of compliance with this ■ Confirm incorporation of certificate of Ana Planning measure shall be provided to the City Building Official for review and approval. design features and occupancy and Building Installation of the identified design features or equipment will be confirmed by equipment in design plans Agency the City Building Official prior to issuance of certificate of occupancy. and construction documents MM4.2-25 The applicant shall provide education and publicity about reducing ■ Provide education and ■ Prior to issuance of ■ Project waste and available recycling services to future tenants. The education and publicity materials for certificate of Applicant publicity materials shall be provided to the City for review and approval by the review and approval occupancy ■ City of Santa Planning Department. ■ Provide education and Ana Planning publicity materials to future and Building tenants Agency MM4.2-26 All showerheads, lavatory faucets, and sink faucets within the ■ Include in design plans ■ Prior to issuance of ■ Project residential units shall comply with the California Energy Conservation flow rate certificate of Applicant standards. occupancy ■ City of Santa Ana Planning and Building Agency MM4.2-27 Low -flush toilets shall be installed within all commercial and ■ Include in design plans ■ Prior to issuance of ■ Project residential (including Congregate Care) units as specified in California State certificate of Applicant Health and Safety Code Section 17921.3. occupancy ■ City of Santa Ana Planning and Building Agency MM4.2-28 All commercial/industrial/comrrlon area irrigation areas shall be ■ Include in design plans ■ Prior to approval of ■ Project capable of being operated by a computerized irrigation system which includes each potential Applicant an on -site weather station/ET gage capable of reading current weather data future development ■ City of Santa and making automatic adjustments to independent run times for each irrigation project Ana Planning valve based on changes in temperature, solar radiation, relative humidity, rain, ■ Prior to issuance of and Building and wind. In addition, the computerized irrigation system shall be equipped certificate of Agency with flow -sensing capabilities, thus automatically shutting down the irrigation occupancy system in the event of a mainline break or broken head. These features will assist in conserving water, eliminating the potential of slope failure due to 11-10 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN VIDS'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Z Q 2 H No. O N Q U Q Z Q Q Z U) F_ LU U) w L0 06 LO V_ It Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARC1,11T A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS-\ License Stamp CONDITIONS OF APPROVAL Q C� G Go �ZD v U LU 2 U Z Q J - ` n 11 V LL N N O N 1 Ir- co 0 COPYRIGHT AO�72   City Council  23 – 46 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigatis Program Matrix Responsible 7AcffonRequired Compliance Verification Initial Date Comments Mitigation Measure Monitoring Phase Agency/Party (Milli Prior to issuance of building permits, building plans shall specify the ■ ing ■ Prior to issuance of in City of Santa STC rating of windows and doors for all residential land uses. Window and plans and final engineering building permit Ana Planning door ratings shall be sufficient to reduce the interior noise level to a CNEL of design of individual and Building 45 dBA or less, and shall be determined by a qualified acoustical consultant as projects Agency (part of the final engineering design of the project. IMM4.8-7 Each project applicant shall provide proper shielding for all new in Incorporate into building in Prior to issuance of in City of Santa IHVAC systems used by the proposed residential and mixed use buildings to plans building permit Ana Planning achieve an attenuation of 15 dBA at 50 feet from the equipment. in Review individual building and Building plans for inclusion Agency I11i The City shall provide a written statement to each applicant for in Provide written statement in Prior to purchase in City of Santa (projects located within 400 feet of the SCRRA tracks that shall be provided for to individual project or finalization of Ana Planning each residential unit and resident, notifying them of potential noise and applicants lease agreements and Building vibration issues associated with the railroad tracks, including the following: Agency (Notice of Disclosure Each owner's [or renter's] interest is subject to the fact that trains operate at different times of the day and night on the railway tracks immediately adjacent Ito a project site; and that by accepting the conveyance of an interest [or lease ,agreement] in that project, owner [or renter] accepts all impacts generated by the trains. (Posting of Notice of Disclosure in each residential unit (Prior to offering the first residential unit for purchase, lease, or rent, the (property owner or developer shall post a copy of the Notice of Disclosure in every unit in a conspicuous location. Also, a copy of the Notice of Disclosure shall be included in all materials distributed for the Project, including but not limited to: the prospectus, informational literature, and residential lease and (rental agreements. (Population and Housing IMM4.10.1 Prior to an issuance of a building permit, individual projects in the in Perform water supply, fire in Prior to issuance of in Project Transit Zoning Code (SD 84A and SD 84B) area shall perform a water supply, flow test and fire protection building permit Applicant afire flow test and fire protection system design analysis to ensure that system design analysis in City of Santa (proposed projects are in accordance to meet standard fire protection design Ana Planning (requirements. and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-23 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigatilim Monitoring and Reporting Program Matrix Responsible Compliance Ver5cation Initial Date Comments Milligation Measure Action Required Monitoring Phase Agency/Party IMM4.10-2 Any development that would exceed two stories in height shall in Submit site -specific ■ Prior to issuance of in Project ;submit site -specific security plans to the SAPD for review prior to issuance of a security plan for review building permit Applicant (building permit. in City of Santa Ana Police Department IMM4.10-3 No developer within the Transit Zoning Code (SD 84A and SD 84B) in Incorporate into conditions in Prior to approval of in City of Santa boundaries shall utilize a frequency of 800 MHz, which is reserved for of approval each potential Ana Planning emergency services. future development and Building project through the Agency design review process. IMM4.10-4 Individual project developers shall pay school impact fees prior to in Pay school impact fee in Prior to issuance of in City of Santa the issuance of occupancy permits. occupancy permit Ana Planning and Building Agency IMM4.10-5 Prior to issuance of a building permit for a residential development in Pay the Park Acquisition in Prior to issuance of in Project (project, or change of use from non-residential to residential within the Transit and Development Fee building permit Applicant Zoning Code (SD 84A and SD 84B) area, project applicants shall pay to the in City of Santa City of Santa Ana the Park Acquisition and Development Fee. Ana Planning and Building Agency Transportation IMM4.11-1 The Cityof Santa Ana shall during an roadway improvement 9 Y Y P ■ Implement traffic calming P 9 ■ During roadway 9 Y ■ City of Santa ty within the Transit Zoning Code boundaries, evaluate, consider, and implement measures improvements Public Works .as appropriate the traffic calming measure(s), including but not limited to the Agency following: in Curb extensions at local intersections in Short medians at entries to wide streets in Traffic circles at oversized intersections in Speed humps in Turn restrictions 11-24 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigati#n Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party IMM4.11-2 As part of the project, the City of Santa Ana and the project in Implement transit related in Ongoing during in City of Santa sponsors shall work with the transit providers to implement various transit- measures project lifetime Ana Planning (related measures to improve and expand bus system service within the Transit and Building Zoning Code (SD 84A and SD 84B) area. These measures may include, but Agency are not limited to, the following: in Project in Adding bus stops to the Transit Zoning Code (SD 84A and SD 84B) area Applicants along existing roadways in Changing bus service headways to respond to increased demand in Changing bus service destinations to respond to changing demand in Adding local shuttle service for employees and patrons of the Transit Zoning Code (SD 84A and SD 84B) area The details of bus service improvements shall be determined in coordination with OCTA. The following recommendations would help encourage public transit patronage for project -related trips: in Bus Stop Locations —Relocation of existing bus stops and the provision of additional bus stops should be considered to accommodate transit users at convenient locations. in Days of Operation —The City should work with OCTA to consider changes to route times to serve nighttime and weekend project visitors and employees. in HeadwayL--The City should work with OCTA to review route headways to determine if it would be appropriate to reduce them to accommodate transit riders within the Transit Zoning Code (SD 84A and SD 84B) area. IMM4.11-3 The City of Santa Ana Public Works Agency shall monitor the traffic in Monitor traffic signals once in Ongoing through in City of Santa signals within the Transit Zoning Code study area once every five years to every five years project lifetime Public Works ensure that traffic signal timing is optimized. (once every five Agency years) IMM4.11-4 The City of Santa Ana shall institute a program for systematic ■ Implement mitigation ■ Ongoing through in City of Santa mitigation of impacts as development proceeds within the Transit Zoning Code program project lifetime Ana Planning Ito ensure mitigation of the individual improvements. The program shall in Fund mitigation program and Building (prescribe the method of participation in the mitigation program by individual through future Agency (projects and guide the timely implementation of the mitigation measures. The development in City of Santa (program shall include the following elements: Ana Public in A funding and improvement program should be established to identify Works Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-25 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitig tion Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party in Reduce the overall imperviousness associated with parking lots by using pervious materials in spillover parking areas Is Direct rooftop runoff to pervious areas and avoid routing rooftop runoff to the roadway or the stormwater conveyance system in Biofilters including vegetated swales and strips in Extended/dry detention basins Is Infiltration basin In Infiltration trenches or vaults in Catch basin inserts in Continuous flow deflection/separation systems in Storm drain inserts in Media filtration in Foundation planting in Catch basin screens in Normal flow storage/separation systems in Clarifiers in Filtration systems in Primary waste water treatment systems in Dry Wells in Cistern b. A WQMP shall be prepared, maintained, and updated as needed to satisfy the requirements of the adopted NPDES program. The plan shall incorporate water quality measures for all improved phases of the project. MM4.6.2 Prior to issuance of grading permits for future development projects in Submit project -specific in Prior to issuance of in City of Santa in the Transit Zoning Code (SD 84A and SD 84B) area, applicants shall submit Hydrology and Hydraulic grading permits Ana Public site -specific Hydrology and Hydraulic Studies to the Public Works Department Studies for review and Works Agency for review and approval. If existing facilities are not adequate to handle runoff approval that may be generated by the proposed development, then the applicant shall in Implement improvements propose feasible remedies to assure that adequate drainage facilities will be and recommendations of available prior to issuance of occupancy permits. The applicant may propose Hydrology and Hydraulic storm drain improvements to be constructed in order to meet project needs. If Studies necessary storm drain upgrades cannot be implemented prior to issuance of occupancy ermits, on site detention facilities or other methods acceptable to 11-20 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments _ Mr7tgation Measure Action Required MonHodng Phase Agency/Party the City shall be included with new development projects to ensure that post - construction runoff does not exceed pre -development quantities. MM4.6-3 During the design of individual projects, applicants shall minimize in Incorporate into individual in Prior to issuance of in Project impervious area by incorporating landscaped areas over substantial portions project design building permits Applicant of a proposed project area. Furthermore, impervious areas shall be directly in City of Santa connected to landscaped areas or bioretention facilities to promote filtration Ana Planning and infiltration of stormwater. and Building Agency MM4.6-4 During the design of individual projects, applicants shall control in Incorporate into individual in Prior to issuance of in Project structural source through storm drain stenciling and signage, coverage of trash project design and building permit Applicant area to minimize direct precipitation, efficient irrigation to minimize runoff into landscape plan in City of Santa stormwater conveyance system, slope and channel protection to decrease Ana Planning potentials for erosions of slopes, and use of deep-rooted, drought tolerant and Building plant species for erosion control. Agency Noise MM4.8-1 All construction activity within the City shall be conducted in accordance with Section 18-314(e) of the City of Santa Ana Municipal Code. ■ Monitor construction activities for compliance in Ongoing during construction period in City of Santa Ana Planning and Building Agency MM4.8-2 Each project applicant shall require b contract specifications that P J PP q Y P ■ Implement identified BMPs P ■ Prior to issuance of ■ Project J the following construction best management practices (BMPs) be implemented in Incorporate into contract grading permit Applicant by contractors to reduce construction noise levels: specifications and in Ongoing during in Construction in Two weeks prior to the commencement of construction, notification must construction plans construction period Contractor be provided to property owners within 300 feet of a project site disclosing in Review construction plans in City of Santa the construction schedule, including the various types of activities that Ana Planning would be occurring throughout the duration of the construction period and Building in Ensure that construction equipment is properly muffled according to Agency industry standards and be in good working condition in Place noise -generating construction equipment and locate construction staging areas away from sensitive uses, where feasible in Schedule high noise -producing activities between the hours of 8:00 A.M. and 5:00 P.M. to minimize disruption on sensitive uses in Implement noise attenuation measures, which may include, but are not City of Santa Ana Transit Zoning Code (SD 84A and SD 841B) EIR 11-21 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigatilin Monitoring and Reporting Program Matrix Responsible Compliance Verification Mitigation Measure Action Required Monitoring Phase Agency/Party Initial Date Comments limited to, temporary noise barriers or noise blankets around stationary construction noise sources in Use electric air compressors and similar power tools rather than diesel equipment, where feasible in Construction -related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 30 minutes in Construction hours, allowable workdays, and the phone number of the job superintendent shall be clearly posted at all construction entrances to allow for surrounding owners and residents to contact the job superintendent. If the City or the job superintendent receives a complaint, the superintendent shall investigate, take appropriate corrective action, and report the action taken to the reporting party. Contract specifications shall be included in the proposed project construction documents, which shall be reviewed by the City prior to issuance of a grading permit. Milli Each project applicant shall require by contract specifications that in Include in project -specific in Prior to issuance of in Construction construction staging areas along with the operation of earthmoving equipment contract specifications grading permits Contractor within the project area would be located as far away from vibration and noise in Review construction in City of Santa sensitive sites as possible. Contract specifications shall be included in the documents Ana Planning proposed project construction documents, which shall be reviewed by the City ■ Monitor during construction and Building prior to issuance of a grading permit.Agency activities MM4.8-4 Each project applicant shall require by contract specifications that in Include in project -specific in Prior to issuance of in Construction heavily loaded trucks used during construction would be routed away from contract specifications grading permits Contractor residential streets. Contract specifications shall be included in the proposed in Review construction in City of Santa project construction documents, which shall be reviewed by the City prior to documents Ana Planning issuance of a grading permit. in Monitor during construction and Building g activities Agency MM4.8-5 When residential uses would be located in areas with noise levels in in Incorporate into individual in Prior to issuance of ■ Construction excess of 60 dBA CNEL (either through conversion of use/structure or new project building plans building permit Contractor construction), the project applicant shall provide noise barriers around private in Review individual project in City of Santa open space areas, including patios and balconies, as necessary. The height building plans Ana Planning and density of the barriers shall be sufficient to reduce the exterior noise levels and Building within private open space areas to a CNEL of 65 dBA or less. Agency 11-22 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Compliance Verification idial I Date I Comments Hazards and Hazardous Materials MM4.5-1 When sites that are listed in the EDR Report initiate project in Prepare project —specific in Prior to issuance of in Project development, the project applicant shall prepare a Phase I ESA for the Phase I ESA demolition or Applicant proposed site. The Phase I ESA shall be prepared in accordance with ASTM in Implement grading permit in City of Santa E-1527-05 "Standard Practice for Environmental Site Assessments: Phase I recommendations of the Ana Planning Environmental Site Assessment Process" (November 1, 2006). The purpose of Phase I ESA and Building a Phase I ESA is to identify environmental conditions at a proposed project Agency site that may suggest environmental contamination. The Phase I ESA report shall be prepared by a CA EPA Registered Environmental Assessor or similarly qualified individual prior to initiating any construction activities at the site. If recommended in the Phase I ESA, the project sponsor shall undertake (or require the responsible party to undertake) a Phase II ESA soil sampling plan; or if any environmental contamination is identified by the Phase I ESA, the project sponsor shall implement (or require the responsible party to implement) the recommendations of the report to further investigate and to remove any soil contamination. MM4.5-2 In the event that previously unknown or unidentified soil and/or ■ Incorporate measure in in Prior to issuance of in Project groundwater contamination that could present a threat to human health or the contract specifications and demolition permit Applicant environment is encountered during construction in the Transit Zoning Code construction plans or grading permit, in City of Santa (SD 84A and SD 84B) area, construction activities in the immediate vicinity of ■ Prepare Risk Management whichever comes Ana Planning the contamination shall cease immediately. If contamination is encountered, a Plan, if contamination is first and Building Risk Management Plan shall be prepared and implemented that (1) identifies encountered Agency the contaminants of concern and the potential risk each contaminant would in Prepare Site Health and pose to human health and the environment during construction and post- Safety Plan prior to development and (2) describes measures to be taken to protect workers, and commencement of work in the public from exposure to potential site hazards. Such measures could any contaminated area, if include a range of options, including, but not limited to, physical site controls needed during construction, remediation, long -team monitoring, post -development maintenance or access limitations, or some combination thereof. Depending on the nature of contamination, if any, appropriate agencies shall be notified (e.g., Santa Ana Fire Department). If needed, a Site Health and Safety Plan that meets Occupational Safety and Health Administration requirements shall be prepared and in place prior to commencement of work in any contaminated area. City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-17 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 - 1 Mitigation Monitoring and Reporting �Program Matrix Responsoi Compliance Verification Initial Date Comments A tgyallon Measure Action Required Monti Phase Agency/Party MM4.5-3 Prior to the demolition of structures that were constructed before in Investigate presence of ■ Prior to issuance of in Project 1980, a thorough investigation shall be completed to determine if asbestos, asbestos lead or PCBs on demolition permit Applicant lead, or PCBs exist on the site. All demolition that could result in the release of individual project sites for structures in City of Santa lead and/or asbestos must be conducted according to Cal/OSHA standards. in Comply with Cal/OSHA constructed before Ana Planning standards 1980 and Building in During demolition Agency activities MM4.54 For development of structures that exceed 200 feet in height above in File a Notice of Proposed in Prior to issuance of in Project ground level at a development site, applicants shall file a Notice of Proposed Construction or Alteration building permit Applicant Construction or Alteration with the FAA (FAA Form 7460-1). Following the with the Federal Aviation in FAA FAA's aeronautical evaluation of the project, projects must comply with Administration (FAA) in Airport Land conditions of approval imposed or recommended by the FAA. Subsequent to in Comply with conditions of Use the FAA findings, the project shall be reviewed by the ALUC for consistency approval Commission analysis. (ALUC) in City of Santa Ana Planning and Building Agency MM4.5-5 Prior to initiation of construction activities, any development within in Implement traffic control in Prior to issuance of in Project the Transit Zoning Code (SD 84A and SD 84B) Area shall have a completed plan demolition or Applicant traffic control plan, prepared by the project proponent that will be implemented in Provide signage indicating grading permit, in City of Santa during construction activities. This may include, but is not limited to, the alternative routes if whichever comes Ana Planning maintenance of at least one unobstructed lane in both directions on necessary first and Building surroundingroadways. At an time if only a single lane is available the Y Y Y 9 Agency developer shall provide a temporary traffic signal, signal carriers i.e. P P P ry 9� 9 ( flagpersons), or other appropriate traffic controls to allow travel in both directions. If construction activities require the complete closure of a roadway segment, the developer shall provide appropriate signage indicating alternative routes. MM4.5-6 The City Public Works Department shall consult with the Santa Ana in Disclose temporary lane or Is Prior to issuance of in City of Santa Police Department and the Santa Ana Fire Department to disclose temporary roadway closures to Police building permit Ana Public closures and alternative travel routes in order to ensure adequate access for and Fire Departments in During construction Works Agency emergency vehicles when construction of future projects would result in activities temporary land or roadway closures. 11-18 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Mitigation Measure Monitoring and Reporting Program Matrix Responsible Action Required Monitoring Phase Agency/Party Compliance Verification Initial Date Comments Milli The Santa Ana Fire Department, in consultation with other applicable in Update applicable in Prior to issuance of in City of Santa City Departments (e.g., Police), shall update their Emergency Preparedness Emergency Preparedness first occupancy Ana Fire Plan prior to occupancy of the first project developed under the Renaissance Plans permit Department Transit Zoning Code (SD 84A and SD 84B), to address the potential for the accidental release of hazardous materials that may be used, stored, and/or transported in association with operation of project implementation. Milli Project applicants shall submit evacuation plans on a project by in Submit project -specific Is Prior to issuance of in Project project basis that shall be reviewed and approved by the City Police and Fire evacuation plans for review occupancy permit Applicant Departments. and approval by the City in City of Santa Police and Fire Ana Police Departments Department in City of Santa Ana Fire Department Hydrology and Water Quality MM4.6-1 In order to comply with the current version of the DAMP, future in Prepare and submit in Prior to issuance of in City of Santa development projects in the Transit Zoning Code (SD 84A and SD 84B) area project -specific Storm grading permit Ana Public shall prepare Storm Drain Plans, Stormwater Pollution Prevention Plans Drain Plan, SWPPP, and in Ongoing during Works Agency (SWPPP), and Water Quality Management Plans (WQMP) conforming to the WQMP to the Public Works construction current National Pollutant Discharge Elimination System (NPDES) Agency for review and activities requirements, prepared by a Licensed Civil Engineer or Environmental approval Engineer, shall be submitted to the Public Works Agency for review and approval. a. A SWPPP shall be prepared and updated as needed during the course of construction to satisfy the requirements of each phase of the development. The plan shall incorporate all necessary Best Management Practices (BMPs) and other City requirements to eliminate polluted runoff until all construction work for the project is completed. The SWPPP shall include treatment and disposal of all dewatering operation flows, and for nuisance flows during construction. The SWPPP may include, but would not necessarily be limited to, the following applicable measures: in Minimum required pavement widths for residential streets needed to comply with all zoning and applicable ordinances in Use permeable materials for private sidewalks, driveways, parking lots, or interior roadway surfaces City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-19 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTi Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Z Q 2 H No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. FPS&D ARCyl �G R�A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS-\ License Stamp CONDITIONS OF APPROVAL Q C� G Go �ZD v U LIJ 2 U Z Q J `- 1r n V U_ N N O N 1 Ir- 00 0 COPYRIGHT AO-73   City Council  23 – 47 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party Coatings performance standards as amended September 11, 2006) by a minimum of 20 percent MM4.13-9 Prior to issuance of a building permit, applicants for individual in Prepare and submit in Prior to issuance of ■ City of Santa projects shall provide a landscape plan that includes shade trees around main project -specific landscape building permit Ana Planning buildings, particularly along southern elevations where practical, and will not plans for review and and Building interfere with loading dock locations or other operational constraints. approval Agency Documentation of compliance with this measure shall be provided to the in Incorporate landscape plan Planning and Building Agency for review and approval. into individual project design MM4.13-10 All showerheads, lavatory faucets, and sink faucets within the in Include in design plans in Prior to issuance of in Project residential units, and where feasible within non-residential developments, shall certificate of Applicant comply with the California Energy Conservation flow rate standards. occupalncy ■ City of Santa Ana Planning and Building Agency MM4.13-11 Low -flush toilets shall be installled within all Congregate Care units in Include in design plans in Prior to issuance of ■ Project as specified in California State Health and Safety Code Section 17921.3. certificate of Applicant occupalncy ■ City of Santa Ana Planning and Building Agency MM4.13-12 Project designers should consider design features to incorporate in Include in design plans in Prior to issuance of in Project light-colored roofing materials that will deflect heat away from the building and certificate of Applicant conserve energy. occupalncy ■ City of Santa Ana Planning and Building Agency MM4.13-13 Landscape designers shall ensure that landscaping of common in Include in landscaping plan in Prior to issuance of ■ Project areas for Industrial/Commercial projects uses drought -tolerant and smog- and design plans certificate of Applicant tolerant trees, shrubs, and groundcover to ensure long-term viability and occupalncy ■ City of Santa conserve water and energy. Ana Planning and Building Agency 11-32 City of Santa Ana Transit Zoning Code (SD 84A and SD 841B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigatlon Measure Action Required Monilonhtg Phase Agency/Party MM4.13-14 Landscape designers shall ensure that the landscape plan for in Include in landscaping plan in Prior to issuance of in Project Industrial/Commercial projects includes drought resistant trees, shrubs, and and design plans certificate of Applicant groundcover within the parking lot and perimeter. occupalncy in City of Santa Ana Planning and Building Agency MM4.13-15 Individual project applicants shall ensure that designs for in Include in design plans in Prior to issuance of in Project Industrial/Commercial projects include all illumination elements to have certificate of Applicant controls to allow selective use as an energy conservation measure. occupalncy ■ City of Santa Ana Planning and Building Agency MM4.13-16 The applicant for Industrial/Commercial projects should promote in Submit compliance in Prior to issuance of in Project ride sharing programs such as, but not necessarily including, publishing ride document for review and certificate of Applicant sharing information for all of the tenants, designating a certain percentage of approval occupalncy in City of Santa parking spaces for ride sharing vehicles, designating adequate passenger in Confirm installation of Ana Planning loading and unloading and waiting areas for ride sharing vehicles, and design features and and Building providing a website or message board for coordinating rides. Prior to issuance equipment Agency of a building permit, the applicant shall demonstrate that measures have been included to provide adequate bicycle parking near building entrances to promote cyclist safety, security, and convenience pursuant to SAMC Chapter 41 regarding bicycle parking standards and Chapter 16 of the Santa Ana Citywide Design Guidelines regarding Bikeway Support Facilities Guidelines. Documentation of compliance with this measure shall be provided to the City Building Official for review and approval. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to issuance of certificate of occupancy. anc P P Y MM4.13-17 Prior to issuance of an certificate of occupancy, the applicant Y P Y� PP ■ Submit compliance P ■ Prior to Issuance of ■ Project 1 shall demonstrate that all Multi-family/Industrial/Commercial projects' interior document for review and building permit Applicant building lighting supports the use of compact fluorescent light bulbs or approval in Prior to issuance of in City of Santa equivalently efficient lighting to the satisfaction of the Building Official. in Confirm installation of occupalncy permit Ana Planning design features and and Building equipment Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-33 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments MBigation Measure Action Required Monitoring Phase Agency/Party I' '-f I r i r' I MM4.13-18 Applicants for Multi amity/ ndustrial/Comme c al projects shall ■ Inform tenants of Prior l' ■ P to to Issuance of i f ■ City o Santa consider providing preferential parking spaces for ultra -low emission vehicles preferential parking space Certificate of Ana Planning and alternative fueled vehicles to encourage the use of alternative fuels and policy Occupancy and and Building ultra -low emission vehicles. On -going through Agency individual project in Project operation Applicant MM4.13-19 Prior to issuance of a building permit, the applicant shall in Submit compliance In Prior to issuance of ■ Project demonstrate that the proposed Multi -family/ Industrial/Commercial uses document the Planning building permit Applicant building or structure designs incorporate exterior storage areas for recyclables and Building Agency for in Prior to issuance of ■ City of Santa and green waste and adequate recycling containers located in publictcommon review and approval occupalncy permit Ana Planning areas pursuant to the adopted standards. Documentation of compliance with in Confirm installation of and Building this measure shall be provided to the Planning and Building Agency for review design features and Agency and approval. Installation of the identified design features or equipment will be equipment confirmed by the City Building Official (prior to issuance of certificate of occupancy. MM4.13-20 All common area irrigation areas for Multi- in Incorporate into individual in Prior to issuance of ■ City of Santa family/Industrial/Commercial projects shall consider systems that are capable project landscape plans occupancy permit Ana Planning of being operated by a computerized irrigation system which includes an on- and design plans and Building site weather station/ET gage capable of reading current weather data and Agency making automatic adjustments to independent run times for each irrigation valve based on changes in temperature, solar radiation, relative humidity, rain, and wind. In addition, the computerized irrigation system shall also consider the ability to be equipped with flow -sensing capabilities, thus automatically shutting down the irrigation system in the event of a mainline break or broken head. These features will assist in consenting water, eliminating the potential of slope failure due to mainline breaks, and eliminating over -watering and flooding due to pipe and/or head breaks. MM4.13-21 Consideration of installation of solar roofs on homes and in Incorporate into individual in Prior to issuance of in Project businesses to offset the increasing demand for energy and natural gas. project building plans occupancy permit Applicant in City of Santa Ana Planning and Building Agency 11-34 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Utilities and Service Systems IMM4.12.1 Individual project applicants shall prepare site -specific sewer in Prepare and submit site- ■ Prior to issuance of in Project evaluations, including flow monitoring and modeling, during the project design specific sewer evaluations building permits Applicant to determine the adequacy of the existing sewer pipe capacity in the affected for review and approval in City of Santa (project area lines. The evaluation shall be submitted to the City of Santa Ana in Incorporate findings of Ana Planning or OCSD, as appropriate, for review and approval prior to issuance of building evaluations in individual and Building (permits. Any recommendations made in the site -specific sewer evaluations project design Agency shall be incorporated into the design of each individual project. in Orange County Sanitation District IMM4.12.2 Individual non-residential project applicants are encouraged to ■ Apply for specified program ■ Prior to issuance of in City of Santa apply for Southern California Edison's "Savings By Design" program. The (not required) building permits Ana Planning (program is aimed at generating an overall reduction in energy use through and Building design methods and incentive programs by maintaining a 15% or greater Agency exceedance of Title 24. IMM4.12-3 Individual development projects within the boundaries of the Transit in Implement energy in Prior to issuance of in City of Santa Zoning Code (SD 84A and SD 84B) shall implement energy conservation conservation measures building permits Ana Planning (measures (such as energy -efficient lighting and microprocessor controlled into project design and Building IHVAC equipment) to reduce the demand for electricity and natural gas as part in Review project design for Agency of the project design. The energy conservation measures shall be subject to incorporation of these modification as new technologies are developed, or if current technology conservation measures (becomes obsolete, through replacement and shall be reviewed by the (Planning and Building Agency prior to issuance of a building permit. Climate Change IMM4.13-1 All diesel fueled construction equipment shall be classified EPA Tier ■ Include in project -specific ■ Prior to issuance of in Construction II or better emission efficiencies. contract specifications and grading permits Contractor construction documents in City of Santa ■ Monitor construction Ana Planning activities and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-29 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigati#n Monitoring and Reporting Program Matrix Responi Compicnce Verification Initial Dale Comments MBigation Measure Action Required Monitoring Phase Agency/Party IMM4.13-2 All construction equipment shall be shut off when not in use and in Include in project -specific in Prior to issuance of in Construction shall not idle for more than five minutes, unless actively engaged in contract specifications and grading permits Contractor construction activities. construction documents ■ During project in City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency IMM4.13.3 Queuing of trucks on and off site shall be limited to periods when in Include in project -specific ■ Prior to issuance of in Construction absolutely necessitated by grading or construction activities. contract specifications and grading permits Contractor construction documents in During project in City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency IMM4.13-4 All on -road construction trucks and other vehicles greater than in Include in project -specific in Prior to issuance of in Construction 10,000 pounds shall be shut off when not in use and shall not idle for more contract specifications and grading permits Contractor than 5 minutes. construction documents ■ During project in City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency IMM4.13-5 To the extent feasible, all diesel- and gasoline -powered in Include in project -specific ■ Prior to issuance of in Construction construction equipment shall be replaced with equivalent electric equipment contract specifications and grading permits Contractor construction documents in City of Santa in Monitor construction Ana Planning activities and Building Agency IMM4.13.6 Project plans and specifications shall include policies and in Include in project -specific in Prior to issuance of in Construction procedures for the reuse and recycling of construction and demolition waste IP Y 9 contracts specifications and P grading permits 9 9 Contractor ((including, but not limited to, soil, vegetation, concrete, lumber, metal, and construction documents in City of Santa cardboard). Ana Planning and Building Agency 11-30 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -11 Mitigatitn Monitoring and Reporting Program Matrix Responsible Compliance Verfication Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party IMM4.13-7 Project plans and specifications shall include education for in Include in project -specific in Prior to issuance of in Construction construction workers about reducing waste and using available recycling contract specifications and grading permits Contractor services. construction documents in City of Santa Ana Planning and Building Agency IMM4.13.8 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of in City of Santa demonstrate that the design of the proposed buildings or structures meets or documentation for review building permit Ana Planning exceeds the most recent Title 24 requirements (Title 24, Part 6 of the and approval and Building CaliforniaCCode of Regulations; Energy Efficiency Standards for Residential Agency and Non Residential Buildings; Cool Roof Coatings performance standards 9 � 9 P ), .subject to review by the City Building Official. Documentation of compliance with this measure shall be provided to the Planning and Building Agency and (Building Official for review and approval prior to issuance of the permit. Installation of the identified design features or equipment will be confirmed by the City Building Official prior to certificate of occupancy. The following design features should be considered by the applicant as a way to achieve Title 24 compliance in excess of the minimum requirement: in Increase in insulation such that heat transfer and thermal bridging is minimized in Limit air leakage through the structure or within the heating and cooling distribution system to minimize energy consumption in Incorporate dual -paned or other energy efficient windows in Incorporate energy efficient space heating and cooling equipment in Incorporate energy efficient light fixtures in Incorporate energy efficient appliances in Incorporate energy efficient domestic hot water systems in Incorporate solar panels into the electrical system in Incorporate cool roofs/light-colored roofing in Or other measures that will increase the energy efficiency of building envelope in a manner that when combined with the other options listed above exceeds current Title 24 Standards (Title 24, Part 6 of the California Code of Regulations; Energy Efficiency Standards for Residential and Non Residential Buildings, as amended September 11, 2008; Cool Roof City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-31 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Mitigation Measure Action Required Monitoring Phase Agency/Party Verification _Compliance Initial Dale Comments financial resources adequate to construct all identified mitigation measures in a timely basis. ■ All properties that redevelop within the Transit Zoning Code should participate in the program on a fair share per new development trip basis. The fair share should be based upon the total cost of all identified mitigation measures, divided by the peak hour trip generation increase forecast. This rate per peak hour trip should be imposed upon the incremental traffic growth for any new development within the Transit Zoning Code. ■ The program should raise funds from full development of the Transit Zoning Code to fund all identified mitigation measures. in The program should monitor phasing development of the Transit Zoning Code and defer or eliminate improvements if the densities permitted in the Transit Zoning Code are not occurring. ■ Program phasing should be monitored through preparation of specific project traffic impact studies for any project that is expected to include more than 100 dwelling units or 100,0010 sf of non-residential development. Traffic impact studies should use traffic generation rates that are deemed to be most appropriate for the actual development proposed. in Properties within Santa Ana and within one-half mile of the Transit Zoning Code that redevelop to result in higher traffic generation should also participate in the program to insure equity. ■ The City may elect to implement appropriate mitigation measures as a condition of approval of the proposed developments, where appropriate. All or part of the costs of these improvements may be considered to be a negotiated credit toward the program, however the program must be administered in a manner that assures that it can fund necessary improvements to maintain adequate level of service at all intersections within this study. If funding of priority improvements cannot be assured, credit for construction of lower priority improvements may not be assured or may be postponed until more program funds are available. 11-26 City of` Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monffmhrg Phase Agency/Party MM4.11-5 Main Street at First Street -Install a second northbound and in Implement roadway in Ongoing through in City of Santa southbound left -turn lanes and a dedicated northbound right -turn lane for 2030 improvement project Ana Public and 2035 conditions. development as Works Agency prescribed by MM4.11-4 MM4.11-6 Lacy Street at Santa Ana Boulevard -Install a traffic signal and in Implement roadway in Ongoing through in City of Santa provide exclusive left -turn lane for both northbound and southbound directions improvement project Ana Public for both 2030 and 2035 conditions. development as Works Agency prescribed by MM4.11-4 MM4.11-7 Lacy Street at First Street -Install a traffic signal for both 2030 and in Implement roadway in Ongoing through in City of Santa 2035 conditions, a traffic signal, and provide exclusive left -turn lane for both improvement project Ana Public northbound and southbound directions for both 2030 and 2035 conditions. development as Works Agency prescribed by MM4.11-4 MM4.11-8 Santiago Street at Washington Avenue -Install a traffic signal and in Implement roadway in Ongoing through in City of Santa provide one exclusive left -turn lane for both eastbound and westbound traffic improvement project Ana Public for 2035 conditions only. development as Works Agency prescribed by MM4.11-4 MM4.11-9 Santiago Street at Civic Center Drive -Install a traffic signal and in Implement roadway in Ongoing through in City of Santa provide: one exclusive left -turn lane, one through lane, and one shared improvement project Ana Public through and right -turn lane on northbound) and southbound approaches; and development as Works Agency one exclusive left -turn lane and one shared through and right lane on prescribed by eastbound and westbound approaches. The improvement is only needed for MM4.11-4 2035 conditions. MM4.11-10 Santiago Street at Santa Ana Drive -Construct a second 9 ■ Implement roadway P Y ■ Ongoing through 9 9 9 ■ City of Santa ty southbound left -turn lane for 2035 conditions. The improvement is only improvement project Ana Public needed for 2035 conditions. development as Works Agency prescribed by MM4.11-4 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR 11-27 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 - 1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Millgation Measure Action Required Monitoring Phase Agency/Pody Initial Date I Comments MM4.11-11 Santiago Street a Fourth Street -Install a traffic signal. The lane in Implement roadway in Ongoing through in City of Santa configuration for the signal is recommended as 1 Left, 1 Through, 1 Through+ improvement project Ana Public Right for all approaches. development as Works Agency prescribed by MM4.11-4 MM4.11-12 Standard Street at First Street -Construct third eastbound and in Implement roadway in Ongoing through ■ City of Santa westbound shared through -right lanes for 2035 conditions. The improvement improvement project Ana Public is only needed for 2035 conditions. development as Works Agency prescribed by MM4.11-4 MM4.11-13 Grand Avenue at Santa Ana Boulevard -Construct a third in Implement roadway in Ongoing through in City of Santa southbound through lane and eastbound right -turn overlap signal phasing. improvement project Ana Public development as Works Agency prescribed by MM4.11-4 MM4.11-14 Grand Avenue at First Street -.Construct a third eastbound shared in Implement roadway in Ongoing through in City of Santa through/right-turn lane, a third westbound shared through/right-turn lane, and a improvement project Ana Public third northbound through lane with dedicated northbound right -turn lane for development as Works Agency 2035 conditions. The improvement is only needed for 2035 conditions. prescribed by MM4.11-4 MM4.11-15 Grand Avenue at 1-5 Northbound Ramps -Construct a second in Implement roadway in Ongoing through in City of Santa westbound right -turn lane and for the 1-5 northbound off ramp under both 2030 improvement project Ana Public and 2035 conditions development as Works Agency prescribed by MM4.11-4 MM4.11-161-5 at Santa Ana Blvd. Northbound Off -Ramp -The City of Santa ■ Implement roadway in Ongoing through ■ City of Santa Ana Department of Public Works shall coordinate with Caltrans for the improvement project Ana Public installation of a second ramp lane for the I ,5 northbound off ramp. The development as Works Agency improvement shall be implemented to mitigate 2035 conditions. prescribed by ■ Caltrans MM4.11-4 11-28 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVES'1'NAEN't'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Z Q 2 H O N Q U Q Z Q Q Z U) F_ w LU U) w V_ L0 06 LO V_ It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARCh,/T �G R No. C29795 RENEWAL DATE AUGUST 31, 2023 J'jgTF OF CA\-� License Stamp CONDITIONS OF APPROVAL Z Q J r 1n V LL N N O N I Ir- co 0 COPYRIGHT AO�74   City Council  23 – 48 12/6/2022   Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoning Phase Agency/Party MM4.13-22 Project applicants shall, where feasible, incorporate passive solar ■ Incorporate into individual ■ Prior to issuance of ■ Project design features into the buildings, which may include roof overhangs or project building plans occupalncy permit Applicant canopies that block summer shade, but that allow winter sun, from penetrating ■ City of Santa south facing windows. Ana Planning and Building Agency MM4.13-23 Use Energy Efficient Roofing IVlaterials. All roofing materials used ■ Incorporate into individual ■ Prior to issuance of ■ Project in commercial/retail buildings at the Mixed -Use Retail Development shall be project building plans occupancy permit Applicant Energy Star® certified. All roof products shall also be certified to meet ■ City of Santa American Society for Testing and Materials (ASTM) high emissivity Ana Planning requirements. and Building Agency MM4.13-24 All commercial/industrial projects shall, where feasible, include up ■ Incorporate into individual ■ Prior to issuance of ■ Project to 10% renewable energy sources within the project. project building plans occupancy permit Applicant ■ City of Santa Ana Planning and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-35 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVES"I'NAEN't'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q Z Q Q Z U) F- W W ry U) -17 I— W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy'T No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF CAS\ License Stamp CONDITIONS OF APPROVAL J Q H 75 om ZD C/) U w 2 U Z Q J ` n 11 n V U— N N O N 1 Ir- 00 0 COPYRIGHT AO-75   City Council  23 – 49 12/6/2022   4.2 Alluvium Holocene age alluvial deposits were encountered beneath the fill. As exposed in our borings, the upper 20 feet of alluvium consists of loose to medium -dense silty sand and poorly graded sand. These sediments are underlain by soft to firm silt and clay, in turn underlain by medium dense to dense gravely sand with cobbles. S. GROUNDWATER The depth to first groundwater, as presented on Figure XVI.2d within the Orange County Technical Guidance Document (2013), is reported to be greater than 50 feet below the existing ground surface. The data depicted on this map is indicated as taken from Sprotte (1980) which indicates that the data is "biased towards the shallowest reported observations of groundwater". For the purpose of identifying a seasonally high groundwater level for infiltration design, we have reviewed publicly available data from h I's:// eotracker.waterboards.ca. ov/. The closest site with P Y � g t� groundwater monitoring data is located approximately 1,000 feet to the southwest, near the intersection of Spurgeon and let Street. The site included 6 monitoring wells with groundwater measurements from 2002 to 2013, after which the wells were abandoned. The monitoring well readings indicate that groundwater has generally been at or below is depth of 55 feet from the ground surface during this time period. Groundwater was not encountered in our borings, drilled to a maximum depth of 55Y2 feet below the existing ground surface. Considering the depth of proposed construction, lack of groundwater in our borings, and the historic hi groundwater level in the area in excess of 40 feet deep), static groundwater g � high 8To ( P)� is neither expected to be encountered during construction, nor to have a detrimental effect on the project. It is not uncommon for groundwater levels ta) vary seasonally or for perched groundwater conditions to develop where none previously existed, especially in impermeable fine-grained soils which are subjected to irrigation or precipitation. In addition recent requirements for stormwater infiltration could result in g P P � � shallower seepage conditions in the region.:Proper surface drainage of irrigation and precipitation will be critical to future performance of the project. Recommendations for drainage are provided in the Surface Drainage section of this report (see Section 7.20). Geocon Project No. A9799-88-01 -3- 6. GEOLOGIC HAZARDS 6.1 Surface Fault Rupture June 7, 2022 The numerous faults in Southern California include active, potentially active, and inactive faults. The criteria for these major groups are based, on criteria developed by the California Geological Survey (CGS, formerly known as CDMG) for the Alquist-Priolo Earthquake Fault Zone Program (CGS, 2018a). By definition, an active fault is one that has had surface displacement within Holocene time (about the last 11,700 years). A potentially active fault has demonstrated surface displacement during Quaternary time (approximately the last 1.6 million years) but has had no known Holocene movement. Faults that have not moved in the last 1.6 million years are considered inactive. The site is not within a state -designated Alquiist-Priolo Earthquake Fault Zone (CGS, 2018b; CGS'., 2014) for surface fault rupture hazards. No active or potentially active faults with the potential for surface fault rupture are known to pass directly beneath the site. Therefore, the potential for surface rupture due to faulting occurring beneath the site during the design life of the proposed development is considered low. However, the site is located in the seismically active Southern California region, and could be subjected to moderate to strong ground shaking in the event of an earthquake on one of the many active Southern California faults. The faults in the vicinity of the site are shown in Figure 3, Regional Fault Map. The closest trace of an active fault to the site is the Newport -Inglewood Fault Zone located approximately 9.6 miles to the southwest (Ziony and Jones, 1989). Other nearby active faults are the Whittier Fault, the Elsinore Fault, the offshore segment of the Palos Verdes Fault Zone, and the Chino Fault located approximately 9.8 miles northeast, 13 miles northeast, 18 miles southwest, and 18.5 miles northeast of the site, respectively (Ziony and Jones, 1989). The active San Andreas Fault Zone is located approximately 42 miles northeast of the site. Several buried thrust faults, commonly referred to as blind thrusts, underlie the Los Angeles Basin (including the Orange County Coastal Plain) at depth. These faults are not exposed at the ground surface and are typically identified at depths greater than 3.0 kilometers. The October 1, 1987, M,,, 5.9 Whittier Narrows earthquake and the January 17,1994, Mw 6.7 Northridge earthquake were a result of movement on the Puente Hills Blind Thrust and the Northridge Thrust, respectively. These thrust faults and others in the greater Los Angeles area are not exposed at the surface and do not present a potential surface fault rupture hazard at the site; however, these deep thrust faults are considered active features capable of generating future earthquakes that could result in moderate to significant ground shaking at the site. Geocon Project No. A9799-88-01 -4- June 7, 2022 GEOTECHNICAL INVESTIGATION 1. PURPOSE AND SCOPE This report presents the results of a geotechnical investigation of the proposed mixed -use development located on two blocks along East 4th Street between French Street and North Minter Street in the City of Santa Ana, California (see Vicinity Map, Figure 1). The purpose of the investigation was to evaluate subsurface soil and geologic conditions underlying the site and, based on conditions encountered, to provide conclusions and recommendations pertaining to the geotechnical aspects of design and construction. The scope of this investigation included a site reconnaissance, field exploration, laboratory testing, engineering analysis, and the preparation of this report. The site was initially explored on May 219, 2018 by excavating eight 8-inch diameter borings to depths between 10 and 40% feet below the existing ground surface using a truck -mounted hollow -stem auger drilling machine. Additional site exploration was performed on March 20, 2022 by excavating four 8-inch diameter borings to depths between 4% and 55Y2 feet below the ground surface for the purpose of percolation testing. The approximate locations of the exploratory borings are depicted on the Site Plan (see Figure 2A). A detailed discussion of the field investigation, including boring logs, is presented in Appendix A. Laboratory tests were performed on selected soil samples obtained during the investigation to determine pertinent physical and chemical soil properties. Appendix B presents a summary of the laboratory test results. The recommendations presented herein are based on analysis of the data obtained during the investigation and our experience with similar soil and geologic conditions. References reviewed to prepare this report are provided in the List of References section. Ifproject details v significantly from those described herein Geocon should be contacted to determine P J �'Y � Y the necessity for review and possible revision of this report. 2. SITE AND PROJECT DESCRIPTION The subject site is located on two blocks on the north side of East 4th Street between French Street and North Minter Street in the City of Santa Ana, California. Block A is occupied by a market building and associated parking lot; Block B is occupied by several single -story commercial structures and a. vacant lot that was being used as a laydown yard for a nearby construction project at the time of our work. The overall site is bounded by East 5s' Street to the north, by East 4'h Street to the south, by North Minter Street to east, and by French Street to the west; the two parcels are separated by Mortimer Street. The site is relatively level with no pronounced highs or lows. Surface water drainage at the site appears to be by sheet flow along the existing ground contours to the city streets. Vegetation onsite consists of grasses, bushes and trees generally confined to planter areas. Geocon Project No. A9799-88-01 -1 - June 7, 2022 It is our understanding that the proposed development on the west block will consist of a five- to seven - story mixed -use structure constructed around a four-story parking structure. The proposed development on the east block will consist of a five -story multi -family residential structure constructed around a three - to four-story parking structure. All structures will be constructed at or near the existing site grade. The proposed development is shown on the Site Plan and Cross Sections (see Figures 2A and 2B). Based on information provided by the project structural engineer, DCI Engineers, anticipated loads (dead + live) for the proposed new footings are: • Parking Structures: between 203 kips and 405 kips; • 7-Story Mixed -Use Structure: up to 683 kips; • 5-Story Residential Structure: between 0.8 and 5.9 kips per linear foot. Once the design phase and foundation loading configuration proceeds to a more finalized plan, the recommendations within this report should be reviewed and revised, if necessary. Any changes in the design, location or elevation of any structure, as outlined in this report, should be reviewed by this office. Geocon should be contacted to determine the necessity for review and possible revision of this report. 3. GEOLOGIC SETTING The subject site is situated at the south-central portion of the Orange County Coastal Plain, a relatively flat -lying alluviated surface with an average slope of less than 20 feet per mile. The lowland surface is bounded by hills and mountains on the north and east and by the Pacific Ocean to the south and southwest (Department of Water Resources,1967). Prominent structural features within the Orange County Coastal Plain include the central lowland plain, the northwest trending line of low hills and mesas underlain by the Newport -Inglewood fault zone along the coast (Newport Mesa, Huntington Beach Mesa, Bolsa Chica Mesa, and Landing Hill), and the San Joaquin Hills to the southeast (Department of Water Resources, 1967). 4. SOIL AND GEOLOGIC CONDITIONS Based on our field exploration and published geologic maps of the area, the site is underlain by young (Holocene age) alluvial fan deposits consisting predominantly of silty sand and sandy silt (USGS, 1999). Detailed stratigraphic profiles are provided on the boring logs in Appendix A. 4.1 Artificial Fill Artificial fill was encountered in our field explorations to a maximum depth of 5 feet below existing ground surface. The artificial fill generally consists of brown to dark brown silty sand. The artificial fill is characterized as dry to slightly moist and medium dense with trace brick fragments. The fill is likely the result of past grading or construction activities at the site. Deeper fill may exist between excavations and in other portions of the site that were not directly explored. Geocon Project No. A9799-88-01 -2- June 7, 2022 TABLE OF CONTENTS 1. PURPOSE AND SCOPE...............................................................:•................................................. I 2. SITE AND PROJECT DESCRIPTION............................................................................................1 3. GEOLOGIC:3ETTING.....................................................................................................................2 4. SOIL AND GEOLOGIC CONDITIONS..........................................................................................2 4.1 Artificial Fill...........................................................................................................................2 4.2 Alluvium..............................................................................:•.................................................3 5. GROUNDWATER .........................................................................::.................................................3 6. GEOLOGIC HAZARDS...................................................................................................................4 6.1 Surface Fault Rupture.............................................................................................................4 6.2 Seismicity ...............................................................................................................................5 6.3 Seismic: Design Criteria.......................................................:•.................................................5 6.4 Liquefaction Potential .............................................................................................................7 6.5 Slope Stability .........................................................................................................................8 6.6 Earthquake -Induced Flooding.................................................................................................8 6.7 Tsunamis, Seiches and Flooding..........................................:•.................................................8 6.8 Oil Fields & Methane Potential ..............................................................................................9 6.9 Subsidence...........................................................................::.................................................9 7. CONCLUSIONS AND RECOMMENDATIONS..........................................................................10 7.1 General ..................................................................................................................................10 7.2 Soil and Excavation Characteristics......................................................................................12 7.3 Minimum Resistivity, pH, and Water -Soluble Sulfate........:•...............................................12 7.4 Grading ................................................................................:,...............................................13 7.5 Shrinkage .............................................................................................................................15 7.6 Foundation Design................................................................................................................16 7.7 Foundation Settlement..........................................................................................................18 7.8 Miscellaneous Foundations..................................................................................................19 7.9 Lateral Design......................................................................................................................20 7.10 Concrete Slabs-on-Grade.....................................................................................................20 7.11 Preliminary Pavement Recommendations............................................................................22 7.12 Vehicular Rated Concrete Paver Recommendations............................................................23 7.13 Retaining Wall Design............................................................ 7.14 Retaining Wall Drainage......................................................................................................26 7.15 Elevator Pit Design..............................................................................................................26 7.16 Elevator Piston.....................................................................................................................27 7.17 Tem of Excavations.......................................................................................................27 P m'Y 7.18 Slot Cutting ..........................................................................................................................28 7.19 Stormwater Infiltration.........................................................................................................31 7.20 Surface Drainage ..................................................................................................................32 7.21 Plan Review ...g....................................................................................................................33 LIMITATIONS AND UNIFORMITY OF CONDITIONS I011�3Its) W1100:3111 Is) TABLE OF CONTENTS (Continued) MAPS, TABLES, AND ILLUSTRATIONS Figure 1, Vicinity Map Figure 2A, Site Plan Figure 2B, Cross Sections Figure 3, Regional Fault Map Figure 4, Regional Seismicity Map Figures 5 and 6, Retaining Wall Drain Detail Figure 7 through 10, Percolation Test Results APPENDIX A FIELD INVESTIGATION Figures Al through Al2, Boring Logs APPENDIX B LABORATORY TESTING Figure B1, Direct Shear Test Results Figures B2 through B7, Consolidation Test Results Figure B8, Laboratory Test Results Figure B9, Corrosivity Test Results GEOTECHNICAL INVESTIGATION PROPOSED MIXED -USE III DEVELOPMENT 7 EAST 4T" STREET AND MORTIMER STREET SANTA ANA, CALIFORNIA I I APN: 398-325-01 398-330-01 to 398-330-10 EOCO W E S T, I N C.;I IIlI GEOTECHNICAL ENVIRONMENTAL MATERIALS �I I II. I I PREPARED FOR RED OAK INVESTMENTS, LLC IRVINE, CALIFORNIA PROJECT NO. A9799-88-01 JUNE 7, 2022 G-E'O O W E S T, IN C. G E` O T E C H Ni t A l li E t1 V 1 R: O 'FJ M IE X T A t o ,; T E 9 (( 4. V& t+ ® ,.• Project No. A9799-88-01 June 7, 2022 Mr. Andrew Nelson Red Oak Investments, LLC 4199 Campus Drive, #200 Irvine, California 92612 Subject: GEOTECHNICAL INVESTIGATION PROPOSED MIXED -USE DEVELOPMENT EAST 4th STREET AND MORTIMER STREET SANTA ANA, CALIFORNIA APN: 398-325-01, 398-330-01 to 398-330-10 Dear Mr. Nelson: In accordance with your authorization of our proposals dated April 3, 2018 and March 7, 2022, we have prepared this geotechnical investigation for the proposed mixed -use development located on two blocks along East 0 Street between French Street and North Minter Street in the City of Santa Ana, California. The accompanying report presents the findings of our study, and our conclusions and recommendations pertaining to the geotechnical aspects of proposed design and construction. Based on the results of our investigation, it is our opinion that the site can be developed as proposed, provided the recommendations of this report are followed and implemented during design and construction. If you have any questions regarding this report, or if we may be of further service, please contact the undersigned. Very truly yours, GEocoN WEST, INC. Petrina Zen PE 87489 (EMAIL) Jelisa Thomas Adams GE 3092 Addressee g\p N /� L Quo` IF IF GERAGD p 2 KaSINAN N a NO. 2251 • CERTIFIED' • ENGINEERING GEOLOGIST �r Gerald A. Kasman CEG 2251 2807 McGow Avenue ■ Irvine, CA 92618 ■ Telephone (949) 491-6570 ■ oc@geoconinc.com Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK II\VES`IMEN'rS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N d� Q U Q Z Q Q Z LI U) LI LO Lid 06 LO V_ No. Date Description IC- G m D U) SI U Lu 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCIll LL G��SED N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF of.�F �� O License Stamp o GEOTECHNICAL REPORT COPYRIGHT AO�80   City Council  23 – 50 12/6/2022 &rl 7.1.6 Where miscellaneous subterranean improvements are planned (Elevator Pits), the structures may be supported on a conventional foundation system deriving support in the undisturbed alluvial soils found at and below a depth of 5 feet. If necessary, these miscellaneous improvements may derive support in a combination of newly placed engineered fill and competent alluvium found at and below a depth of 5 feet. It is the intent of the Geotechnical Engineer to allow miscellaneous subterranean structures to derive support in both engineered fill and alluvium if project conditions warrant such an occurrence. Recommendations for elevator pit design are provided in Section 7.15. 7.1.7 It is anticipated that stable excavations for the recommended grading associated with the proposed structures can be achieved with sloping measures. However, if excavations in close proximity to an adjacent property line and/or structure are required, special excavation measures may be necessary in order to maintain lateral support of offsite improvements. Excavation recommendations are provided in the Temporary Excavations section of this report (Section 7.17). 7.1.8 Foundations for small outlying structures, such as block walls up to 6 feet high, planter walls or trash enclosures, which will not be tied to the proposed structure, may be supported on conventional foundations bearing on a minimum of 12 inches of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and proper compaction cannot be performed, foundations may derive support directly in the undisturbed alluvial soils, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. If the soils exposed in the excavation bottom are soft or loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved in writing by a Geocon representative. 7.1.9 Where new paving is to be placed, it is recommended that all existing fill soils and soft alluvial soils be excavated and properly compacted for paving support. The client should be aware that excavation and compaction of all existing fill in the area of new paving is not required, however, paving constructed over existing uncertified fill or unsuitable soils may experience increased settlement and/or cracking, and may therefore have a shorter design life and increased maintenance costs. As a minimum, the upper 12 inches of soil should be scarified and properly compacted. Paving recommendations are provided in the Preliminary Pavement Recommendations section of this report (see Sections 7.11 and 7.12). 7.1.10 Based on the results of percolation testing performed at the site, a stormwater infiltration system is considered feasible for this project. Recommendations for infiltration are provided in the Stormwater Infiltration section of this report (see Section 7.19). Geocon Project No. A9799-88-01 -11- June 7, 2022 7.1.11 Once the design and foundation loading configuration for the proposed structure proceeds to a more finalized plan, the recommendations within this report should be reviewed and revised, if necessary. Based on the final foundation loading configurations, the potential for settlement should be reevaluated by this office. 7.1.12 Any changes in the design, location or elevation of improvements, as outlined in this report, should be reviewed by this office. Geocon should be contacted to determine the necessity for review and possible revision of this report. 7.2 Soil and Excavation Characteristics 7.2.1 The in -situ soils can be excavated with moderate effort using conventional excavation equipment. Caving should be anticipated in unshored excavations, especially where granular soils are encountered. 7.2.2 It is the responsibility of the contractor to ensure that all excavations and trenches are properly shored and maintained in accordance with applicable OSHA rules and regulations to maintain safety and maintain the stability of adjacent existing improvements. 7.2.3 All onsite excavations must be conducted in such a manner that potential surcharges from existing structures, construction equipment, and vehicle loads are resisted. The surcharge area may be defined by a 1:1 projection down and away from the bottom of an existing foundation or vehicle load. Penetrations below this 1:1 projection will require special excavation measures such as sloping and shoring. Excavation recommendations are provided in the Temporary Excavations section of this report (see Section 7.17). 7.2.4 The upper 5 feet of existing site soils encountered during this investigation are considered to have a "very low" expansive potential (EI =1); and the soils are classified as "non -expansive" based on the 2019 California Building Code (CBC) Section 1803.5.3. The recommendations in this report assume that foundations and slabs will derive support in these materials. 7.3 Minimum Resistivity, pH, and Water -Soluble Sulfate 7.3.1 Potential of Hydrogen (pH) and resistivity testing as well as chloride content testing were performed on representative samples of soil to generally evaluate the corrosion potential to surface utilities. The tests were performed in accordance with California Test Method Nos. 643 and 422 and indicate that the soils are considered "corrosive" with respect to corrosion of buried ferrous metals on site. The results are presented in Appendix B (Figure B9) and should be considered for design of underground structures. Geocon Project No. A9799-89-01 Spa June 7, 2022 6.8 Oil Fields & Methane Potential Based on a review of the California Geologic Energy Management Division (CalGEM, 2022), the site is not located near the boundary of an oil field and no oil wells are located in the immediate vicinity of the site. Due to the voluntary nature of record reporting by the oil well drilling companies, wells :may be improperly located or not shown on the well. location map. Undocumented wells could be encountered during construction. Any wells encountered will need to be properly abandoned in accordance with the current requirements of the CalGEM. Since the site is not located within the boundaries of a known oil field, the potential for the presence of methane gas at the site is considered low. However, should it be determined that a methane study is required for the proposed development it is recommended that a qualified methane consultant be retained to perform the study and provide mitigation measures as necessary. 6.9 Subsidence Subsidence occurs when a large portion of land is displaced vertically, usually due to the withdrawal of groundwater, oil, or natural gas. Soils that are particularly subject to subsidence include those with high silt or clay content. The site is not located within an area of known ground subsidence. No large-scale extraction of groundwater, gas, oil, or geothermal energy is occurring or planned at the site. There appears to be little or no potential for ground subsidence due to withdrawal of fluids or gases at the site. Geocon Project No. A9799-88-01 7.1 General -9- 7. CONICLUSIOIVS AND RECOMMENDATIONS June 7, 2022 7.1.1 It is our opinion that neither soil nor geologic conditions were encountered during the investigation that would preclude the construction of the proposed development provided the recommendations presented herein are followed and implemented during design and construction. 7.1.2 Up to 5 feet of existing artificial fill was encountered during the site investigation. The existing fill encountered is believed to be the result of past grading and construction activities at the site. Deeper fill may exist in other areas of the site that were not directly explored. It is our opinion that the existing fill, in its present condition, is not suitable for direct support of proposed foundations or slabs. The existing fill and site soils are suitable for re -use as engineered fill provided the recommendations in the Grading section of this report are followed (see Section 7.4). 7.1.3 Based on these considerations, it is recommended that the upper 5 feet of existing earth materials within the building footprint areas be excavated and properly compacted for foundation and slab support. Deeper excavations should be conducted as needed to :remove any encountered fill or soft soils as necessary at the direction of the Geotechnical Engineer (a representative of Geocon). The linuts of existing fill and/or soft soil removal will be verified by the Geocon representative during site grading activities. The excavation should extend laterally a minimum distance of three feet beyond the building footprint areas, including building appurtenances, or a distance equal to the depth of fill below the foundation, whichever is greater. Where the recommend[ed lateral over -excavation cannot be performed, such as adjacent to a property line, foundations should be deepened as necessary to derive support in the undisturbed alluvial soils found at and below a depth of 5 feet. Recommendations for earthwork are provided in the Grading section of this report (see Section 7.4). 7.1.4 All excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). Prior to placing any fill, the upper 12 inches of the excavation bottom must be scarified, moistened, and proof -rolled with heavy equipment in the presence of the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.1.5 Subsequent to the recommended grading, the proposed structures may be supported on a conventional shallow spread foundation system deriving support in newly placed engineered fill and/or the competent alluvial soils found at and below a depth of 5 feet. It is the intent of the Geotechnical Engineer to allow building foundations to derive support in both engineered fill and competent alluvial soils for this project if conditions warrant such an occurrence. Any exposed soft soils should be compacted to a dense state or penetrated by proposed foundations at the direction of the Geotechnical Engineer (a representative of Geocon West, Inc.). Geocon Project No. A9799-88-01 SPIN June 7, 2022 The Maximum Considered Earthquake Ground Motion (MCE) is the level of ground motion that has a 2 percent chance of exceedance in 50 years, with a statistical return period of 2,475 years. According to the 2019 California Building Code and NEHRP-2015, the MCE is to be utilized for the evaluation of liquefaction, lateral spreading, seismic settlements, and it is our understanding that the intent of the Building code is to maintain "Life Safety" during a MCE event. The Design Earthquake Ground Motion (DE) is the level of ground motion that has a 10 percent chance of exceedance in 50 years, with a statistical return period of 475 years. Deaggregation of the MCE peak ground acceleration was performed using the USGS online Unified Hazard Tool, 2014 Conterminous U.S. Dynamic edition (v4.2.0). The result of the deaggregation analysis indicates that the predominant earthquake contributing to the MCE peak ground acceleration is characterized as a 6.67 magnitude event occurring at a hypocentral distance of 15.03 kilometers from the site. Deaggregation was also performed for the Design Earthquake (DE) peak ground acceleration, and the result of the analysis indicates that the predominant earthquake contributing to the DE peak ground acceleration is characterized as a 6.61 magnitude occurring at a hypocentral distance of 21.16 kilometers from the site. Conformance to the criteria in the above tables for seismic design does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur if a large earthquake occurs. The primary goal of seismic design is to protect life, not to avoid all damage, since such design may be economically prohibitive. 6.4 Liquefaction Potential Liquefaction is a phenomenon in which loose, saturated, relatively cohesionless soil deposits lose shear strength during strong ground motions. Primary factors controlling liquefaction include intensity and duration of ground motion, gradation characteristics of the subsurface soils, in -situ stress conditions, and the depth to groundwater. Liquefaction is typified by a loss of shear strength in the liquefied layers due to rapid increases in pore water pressure generated by earthquake accelerations. The current standard of practice, as outlined in the "Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction in California" and "Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California" requires liquefaction analysis to a depth of 50 feet below the lowest portion of the proposed structure. Liquefaction typically occurs in areas where the soils below the water table are composed of poorly consolidated, fine to medium -grained, primarily sandy soil. In addition to the requisite soil conditions, the ground acceleration and duration of the earthquake must also be of a sufficient level to induce liquefaction. Geocon Project No. A9799-88-01 -7- June 7, 2022 A review of the State of California Seismic Hazard Zone Map for the Tustin Quadrangle (CGS, 2001) indicates that the site is not located in an area designated as "liquefiable". A review of the Safety Element of the General Plan for the City of Santa Ana indicates that the site is located in an area designated as having the `Potential for Liquefaction' (City of Santa Ana, 2010). However, as stated previously, the historic high groundwater level is reported to be in excess of 40 feet below the existing ground surface. Based on these considerations, it is our opinion that the potential for liquefaction at the site is low. 6.5 Slope Stability The topography at the site is relatively level and the site is not within an area identified as having a potential for slope stability hazards (City of Santa Ana, 2010) or seismic slope instability hazards (CDMG, 2001). No landslides have been identified at the site or in close proximity to the site. Also, the site is not in the path of any known or potential landslides. Therefore, the potential for slope stability hazards to adversely affect the proposed development is considered low. 6.6 Earthquake -Induced Flooding Earthquake -induced flooding is inundation caused by failure of dams or other water -retaining structures due to earthquakes. A review of the Safety Element of the Orange County General Plan (2004) and the City of Santa Ana Seismic Safety Element (2010) indicates that the site is not located within the inundation boundaries of upgradient dams, rivers, creeks, or reservoirs. The probability of earthquake - induced flooding is considered very low. 6.7 Tsunamis, Seiches and Flooding The site is not located within a coastal area. Therefore, tsunamis, seismic sea waves, are not considered a significant hazard at the site. Seiches are large waves generated in enclosed bodies of water in response to ground shaking. No major water -retaining structures are located immediately up gradient from the project site. Flooding from a seismically -induced seiche is considered unlikely. The site is in located within an area of minimal flooding potential (Zone X) as defined by the Federal Emergency Management Agency (FEMA, 2022). Geocon Project No. A9799-88-01 - 8 - June 7, 2022 6.2 Seismicity As with all of Southern California, the site has experienced historic earthquakes from various regional faults. The seismicity of the region surrounding the site was formulated based on research of an electronic database of earthquake data. The epicenters of recorded earthquakes with magnitudes equal to or greater than 5.0 in the site vicinity are depicted on Figure 4, Regional Seismicity Map. A partial list of moderate to major magnitude earthquakes that have occurred in the Southern California area within the last 100 years is included in the following table. LIST OF HISTORIC EARTHQUAKES Earthquake (Oldest to Youngest) Date of Earthquake Ma-nittide Distance to Epicenter p (Miles) Direction to Epicenter Near Redlands July 23, 1923 6.3 39 ENE Beach March 10, 1933 6.4 11 SW -Long Tehachapi July 21, 1952 7.5 108 NW San Fernando February 9, 1971 6.6 55 NW Whittier Narrows October 1, 1987 5.9 25 NW Sierra Madre June 28, 1991 5.8 36 NNW Landers June 28, 1992 7.3 87 ENE Big Bear June 28, 1992 6.4 67 ENE Northridge January 17, 1994 6.7 50 NW Hector Mine October 16, 1999 7.1 108 ENE Rid ecrest July 5, 2019 1 7.1 140 1 N The site could be subjected to strong ground shaking in the event of an earthquake. However, this hazard is common in Southern California and the effects of ground shaking can be mitigated if the proposed structures are designed and constructed in conformance with current building codes and engineering practices. 6.3 Seismic: Design Criteria The following table summarizes the site -specific design criteria obtained from the 2019 California Building Code (CBC; Based on the 2018 International Building Code [IBC] and ASCE 7-16), Chapter 16 Structural Design, Section 1613 Earthquake Loads. The data was calculated using the online application Seismic; Design Maps, provided by OSHPD. The short spectral response uses a period of 0.2 second. We evaluated the Site Class based on the discussion in Section 1613.2.2 of the 2019 CBC and Table 20.3-1 of ASCE 7-16. The values presented below are for the risk -targeted maximum considered earthquake (MCER). Geocon Project No. A9799-88-01 - 5 - 2019 CBC SEISMIC DESIGN PARAMETERS June 7, 2022 1'aranieter N alue 2019 (13C 1eference Site Class Section 1613.2.2 MCER Ground Motion Spectral Response I IQ" Figure 1613.2.1(1) Acceleration — Class B (short), Ss MCER Ground Motion Spectral Response 0.46g Figure 1613.2.1(2) Acceleration — Class B (1 sec), St Site Coefficient, FA 1 Table 1613.2.3(1) Site Coefficient, Fv 1.84* Table 1613.2.3(2) Site Class Modified MCER Spectral Response 1.29g Section 1613.2.3 (Eqn 16-36) Acceleration (short), Sms Site Class Modified MCER Spectral Response 0.846g* Section 1613.2.3 (Eqn 16-37) V Acceleration — (1 sec), Sm, 5% Damped Design Spectral Response Acceleration (short), Sns 0.86g Section 1613.2.4 (Eqn 16-38) 5% Damped Design Spectral Response Acceleration (1 sec), Sni 0.564g* Section 1613.2.4 (Eqn 16-39) Note: *Per Section 11.4.8 of ASCE/SEI 7-16, a ground motion hazard analysis shall be performed for projects for Site Class "E" sites with Ss greater than or equal to 1.Og and for Site Class "D" and "E" sites with S1 greater than 0.2g. Section 11.4.8 also provides exceptions which indicates that the ground motion hazard analysis may be waived provided the exceptions are followed. Using the code based values presented in the table above, in lieu of a performing a ground motion hazard analysis, requires the exceptions outlined in ASCE 7-16 Section 11.4.8 be followed. The table below presents the mapped maximum considered geometric mean (MCEG) seismic design parameters for projects located in Seismic Design Categories of D through F in accordance with ASCE 7-16. ASCE 7-16 PEAK GROUND ACCELERATION Parameter Value ASCE 7-16 Reference Mapped MCEo Peak Ground Acceleration, 0.543g Figure 22-9 PGA Site Coefficient, FrGA 1.1 Table 11.8-1 Site Class Modified MCEG Peak Ground 0.598g Section 11.8.3 (Eqn 11.8-1) Acceleration, PGAM Geocon Project No. A9799-88-01 June 7, 2022 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MENI'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF r N Q U Q Z Q Q Z U) W LU U) w LO — Lid 06 LO No. Date Description I— C G m Z) U) U UJ 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARC1,11 LL G��SE0 R�J' N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 F' �9TF 1 OF r O CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT 7C AO�81   City Council  23 – 51 12/6/2022   7.7.3 The maximum expected static settlement for the five -story residential structure supported on p a conventional foundation system designed with a maximum bearing pressure of 5,000 psf and ' deriving support in the recommended bearing materials is estimated to be less than %2 inch and , occur below the heaviest loaded structural element. Settlement of the foundation system is i expected. to occur on initial application of loading. Differential settlement is not expected to exceed % inch over a distance of 20 feet. 7.7.4 It is recommended that either a seismic separation or flexible connection be utilized where the apartment structures and parking structure may be attached. The design of the connection is at , the discretion of the project structural engineer. Additional settlement analyses should be performed once the foundation loading configuration for the proposed structures is finalizedto further evaluate the potential for differential settlement between the residential structure and parking structure. The utilization of a lesser bearing value, or increasing the thickness of engineered fill below the foundations, would further reduce the anticipated settlements and could be evaluated once the design becomes more finalized. 7.7.5 It is recommended that flexible utility connections be utilized for all rigid utilities to minimize A or prevent damage to utilities from minor differential movements. 7.7.6 Once the design and foundation loading configurations for the proposed structures proceeds to a more finalized plan, the estimated settlements presented in this report should be reviewed and revised, if necessary. If the final foundation loading configurations are greater than the assumed loading conditions, the potential for settlement should be reevaluated by this office. 7.8 Miscellaneous Foundations 7.8.1 Foundations for small outlying structures, such as block walls up to 6 feet in height, planter walls or trash enclosures, which will not be structurally supported by the proposed building, may be supported on conventional foundations deriving support on a minimum of 12 inches of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and compaction cannot be performed, such as adjacent to property lines, foundations may derive support in the undisturbed alluvial soils, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. Geocon Project No. A9799-88-01 -19- June 7, 2022 7.8.2 If the soils exposed in the excavation bottom are loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved by a Geocon representative. Miscellaneous foundations may be designed for a bearing value of 1,500 psf, and should be a minimum of 12 inches in width, 18 inches in depth below the lowest adjacent grade and 12 inches into the recommended bearing material. The allowable bearing pressure may be increased by up to one-third for transient loads due to wind or ;seismic forces. 7.8.3 Foundation excavations should be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to the placement of reinforcing steel and concrete to verify that the excavations and exposed soil conditions are consistent with those anticipated. 7.9 Lateral Design 7.9.1 Resistance to lateral loading may be provided by friction acting at the base of foundations, slabs and by passive earth pressure. An allowable coefficient of friction of 0.35 may be used with the dead load forces in the newly placed engineered fill or undisturbed alluvial soils. 7.9.2 Passive earth pressure for the sides of foundations and slabs poured against newly placed engineered fill or undisturbed alluvial soils may be computed as an equivalent fluid having a density of 230 pounds per cubic foot (pcf) with a maximum earth pressure of 2,300 psf. When combining passive and friction for lateral resistance, the passive component should be reduced by one-third. A one-third increase in the passive value may be used for wind or seismic loads. 7.10 Concrete Slabs -on -Grade 7.10.1 Concrete slabs -on -grade subject to vehicle loading should be designed in accordance with the recommendations in the Preliminary Pavement Recommendations section of this report (Section 7.11). 7.10.2 Subsequent to the recommended grading, concrete slabs -on -grade for structures, not subject to vehicle loading, should be a minimum of 4 inches thick and minimum slab reinforcement should consist of No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions. Steel reinforcing should be positioned vertically near the slab midpoint. Geocon Project No. A9799-88-01 -20- June 7, 2022 PHASE 2 STRUCTURAL FOOTING TO BE PLACED OVER INITIAL CONCRETE POUR PHASE 1 STRUCTURAL CONCRETE ,LLEQ WITH, SLOT CUTS 7.6.5 If two-part foundation construction is used, the structural footing will be bounded laterally by artificial fill and, therefore, passive pressure along the sides of the foundations cannot be utilized. Resistance to lateral loads should be provided via structural connections to other portions of the structure. 7.6.6 Continuous footings may be designed for an allowable bearing capacity of 2,500 pounds per square foot (psf), and should be a minimum of 12 inches in width, 18 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. 7.6.7 Isolated spread foundations may be designed for an allowable bearing capacity of 3,000 psf, and should be a minimum of 24 inches in width, 18 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. 7.6.8 The allowable soil bearing pressure above may be increased by 250 psf and 500 psf for each additional foot of foundation width and depth, respectively, up to a maximum allowable soil bearing pressure of 5,000 psf. 7.6.9 The allowable bearing pressures may be increased by one-third for transient loads due to wind or seismic forces. Geocon Project No. A9799-88-01 -17 - June 7, 2022 7.6.10 Continuous footings should be reinforced with a minimum of four No. 4 steel reinforcing bars, two placed near the top of the footing and two near the bottom. The reinforcement for isolated spread footings should be designed by the project structural engineer. 7.6.11 If depth increases are utilized for the exterior wall footings, this office should be provided a copy of the final construction plans so that the excavation recommendations presented herein could be properly reviewed and revised if necessary. 7.6.12 No special subgrade presaturation is required prior to placement of concrete. However, the slab and foundation subgrade should be sprinkled as necessary; to maintain a moist condition as would be expected in any concrete placement. 7.6.13 Foundation excavations should be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to the placement of reinforcing steel and concrete to verify that the excavations and exposed soil conditions are consistent with those anticipated. If unanticipated soil conditions are encountered, foundation modifications may be required. 7.6.14 This office should be provided a copy of the final construction plans so that the excavation recommendations presented herein could be properly reviewed and revised if necessary. 7.7 Foundation Settlement 7.7.1 The maximum expected static settlement for the parking structures supported on a conventional foundation system designed with a maximum bearing pressure of 5,000 psf, and deriving support in the recommended bearing materials is estimated to be less than 1 inch and occur below the heaviest loaded structural element. Settlement of the foundation system is expected to occur on initial application of loading. Differential settlement is not expected to exceed YZ inch over a distance of 20 feet. 7.7.2 The maximum expected static settlement for the seven -story mixed -use structure supported on a conventional foundation system designed with a maximum bearing pressure of 5,000 psf and deriving support in the recommended bearing materials is estimated to be less than 1 %2 inches and occur below the heaviest loaded structural element. Settlement of the foundation system is expected to occur on initial application of loading. Differential settlement is not expected to exceed % inch over a distance of 20 feet. Geocon Project No. A9799-88-01 -18- June 7, 2022 7.4.9 Foundations for small outlying structures, such as block walls up to 6 feet high, planter walls or trash enclosures, which will not be tied to the proposed structure, may be supported on conventional foundations bearing on a minimum of 12 inches of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and proper compaction cannot be performed, foundations may derive support directly in the undisturbed alluvial soils, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. If the soils exposed, in the excavation bottom are soft or loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved in writing by a Geocon representative. 7.4.10 All imported fill shall be observed, tested, and approved by Geocon West, Inc. prior to bringing soil to the site. Rocks larger than 6 inches in diameter shall not be used in the fill. Import soils used as structural fill should have an expansion index less than 20 and corrosivity properties that are equally or less detrimental to that of the existing onsite soils (see Figure B9). Import soils placed in the building area should be placed uniformly across the building pad or in a manner that is approved by the Geotechnical Engineer (a representative of Geocon). 7.4.11 Utility trenches should be properly backfilled in accordance with the following requirements. The pipe should be bedded with clean sands (Sand Equivalent greater than 30) to a depth of at least 1 foot over the pipe, and the bedding material must be inspected and approved in writing by the Geotechnical Engineer (a representative of Geocon). The use of gravel is not acceptable unless used in conjunction with filter fabric to prevent the gravel from having direct contact with soil. The remainder of the trench backfill may be derived from onsite soil or approved import soil, compacted as necessary, until the required compaction is obtained. The use of minimum 2-sack slurry as backfill. is also acceptable. Prior to placing any bedding materials or pipes, the trench excavation bottom must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). 7.4.12 All trench and foundation excavation bottoms must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon), prior to placing bedding sands, fill, steel, gravel, or concrete. 7.5 Shrinkage 7.5.1 Shrinkage results when a volume of material removed at one density is compacted to a higher density. A shrinkage factor of between 10 and 20 percent should be anticipated when excavating and compacting the upper 5 feet of existing earth materials on the site to anaverage relative compaction of 92 percent. Geocon Project No. A9799-88-01 -15- June 7, 2022 7.4.2 If import soils will be utilized in the building pads, the soils must be placed uniformly and at equal thickness at the direction of the Geotechnical. Engineer (a representative of Geocon West, Inc.). Soils can be borrowed from non -building pad areas and later replaced with imported soils. 7.6 Foundation Design 7.6.1 Subsequent to the recommended grading, a conventional shallow spread foundation system may be utilized for support of the proposed structures provided foundations derive support in newly placed engineered fill and/or the competent alluvial soils found at and below a depth of 5 feet. It is the intent of the Geotechnical Engineer to allow building foundations to derive support in both engineered fill and competent alluvial soils for this project if conditions warrant such an occurrence. All foundation excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon) prior to placing steel or concrete. Any exposed soft soils should be compacted to a dense state or penetrated by proposed foundations at the direction of the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.6.2 Special excavation measures, such as slot cutting, will be required to construct foundations along the property line. Recommendations for slot cutting are provided in Section 7.18 of this report. 7.6.3 Foundations along the property line may be constructed in two phases using slot cutting to create temporary excavations and quickly restore the majority of the support. It is recommended that this project be nnass graded prior to performing any foundation excavations along the property lines. 7.6.4 The first phase of foundation construction will be to excavate a temporary slot -cut excavation. The lower portion of the excavation, once approved by Geocon, can be backfilled with structural concrete up to the desired bottom of foundation depth. The project structural engineer should determine if the Phase 1 concrete pour requires any reinforcing and/or a key between the two pours. The excavation should be backfilled on the same day the excavation is opened. The second phase of the; foundation construction will be to place the reinforced structural foundation on top of the previously placed Phase 1 concrete. The two-part foundation construction is illustrated below. Geocon Project No. A9799-88-01 SME June 7, 2022 7.3.2 Laboratory tests were performed on representative samples of the site materials to measure the percentage of water-soluble sulfate content. Results from the laboratory water-soluble sulfate tests are presented in Appendix B (Figure B9) and indicate that the on -site materials possess sulfate exposure class of "SO" to concrete structures as defined by 2019 CBC Section 1904 and ACI 318-19 Chapter 19. 7.3.3 Geocon West, Inc. does not practice in the field of corrosion engineering and mitigation. If corrosion sensitive improvements are planned, it is recommended that a corrosion engineer be retained to evaluate corrosion test results and incorporate the necessary precautions to avoid premature corrosion of buried metal pipes and concrete structures in direct contact with the soils. 7.4 Grading 7.4.1 A preconstruction conference should be held at the site prior to the beginning of grading operations with the owner, contractor, civil engineer and soil engineer in attendance. Special soil handling requirements can be discussed at that time. 7.4.2 Earthwork should be observed, and compacted fill tested by representatives of Geocon West, Inc. The existing fill and alluvial soils encountered during exploration are suitable for reuse as engineered fill, provided any encountered oversize material (greater than 6 inches) and any encountered deleterious debris is removed. 7.4.3 Grading should commence with the removal of all existing vegetation and existing improvements from the area to be graded. Deleterious debris such as wood and root structures should be exported from the site and should not be mixed with the fill soils. Asphalt and concrete should not be mixed with the fill soils unless approved by the Geotechnical Engineer. All existing underground improvements planned for removal should be completely excavated and the resulting depressions properly backfilled in accordance with the procedures described herein. Once a clean excavation bottom has been established it must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.). Geocon Project No. A9799-88-01 -13- June 7, 2022 7.4.4 As a minimum, it is recommended that the upper 5 feet of existing earth materials within the proposed building footprint areas be excavated and properly compacted for foundation and slab support. Deeper excavations should be conducted as necessary to remove deeper artificial fill or soft alluvial soil at the direction of the Geotechnical Engineer (a representative of Geocon). The limits of existing fill and/or soft alluvial soils removal will be verified by the Geocon representative during site grading activities. The excavation should extend laterally a minimum distance of 3 feet beyond the building footprint area, including building appurtenances, or a distance equal to the depth of fill below the foundation, whichever is greater. Where the recommended lateral over -excavation cannot be performed, such as adjacent to a property line, foundations should be deepened as necessary to derive support in the undisturbed alluvial soils found at or below a depth of 5 feet. 7.4.5 All excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). Prior to placing any fill, the upper 12 inches of the excavation bottom must be scarified, moistened, and proof -rolled with heavy equipment in the presence of the Geotechnical Engineer (a representative of Geocon West, Inc.). Any exposed soft soils should be compacted to a dense state or penetrated by proposed foundations at the direction of the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.4.6 All fill and backfill soils should be placed in horizontal loose layers approximately 6 to 8 inches thick, moisture conditioned to near optimum moisture content, and properly compacted to a minimum of 90 percent of the maximum dry density per ASTM D 1557 (latest edition). 7.4.7 It is anticipated that stable excavations for the recommended grading associated with the proposed structures can be achieved with sloping measures. However, if excavations in close proximity to an adjacent property line and/or structure are required, special excavation measures may be necessary in order to maintain lateral support of offshe improvements. Excavation recommendations are provided in the Temporary Excavations section of this report (see Section 7.17). 7.4.8. Where new paving is to be placed, it is recommended that all existing fill and soft alluvium be excavated and properly compacted for paving support. As a minimum, the upper 12 inches of soil should be scarified, moisture conditioned to near optimum moisture content, and compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). Paving recommendations are provided in Preliminary Pavement Recommendations section of this report (see Sections 7.11 and 7.12). Geocon Project No. A9799-88-01 BEE June 7, 2022 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D O A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r N Cn Q U Q Z Q Q Z U) F_ LU LU LU V_ L0 06 V_ Nt t Wh No. Date Description �_ 75 m Z) U) i U w 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0 ARcll,, ILL CAI CV No. C29795 C ) RENEWAL DATE AUGUST 31, 2023 Q' �9TF 1 OF r C D CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT C AO-82   City Council  23 – 52 12/6/2022   7.15.3 If retaining wall drainage is to be provided, the drainage; system should be designed in accordance with the Retaining Wall Drainage section of this report (see Section 7.14). 7.15.4 It is suggested that the elevator pit walls and slab be waterproofed to prevent excessive moisture inside of the elevator pit. Waterproofing design and installation is not the responsibility of the geotechnical engineer. 7.16 Elevator Piston 7.16.1 If a plunger -type elevator piston is installed for this project, a deep drilled excavation will be required. It is important to verify that the drilled excavation is not situated immediately adjacent to a foundation, or the drilled excavation could compromise the existing foundation, especially if the drilling is performed subsequent to the foundation construction. 7.16.2 Casing may be required if caving is experienced in the drilled excavation. The contractor should be prepared to use casing and should have it readily available at the commencement of drilling activities. Continuous observation of the drilling and installation of the elevator piston by the Geotechnical Engineer (a representative of Geocon West, Inc.) is required. 7.16.3 The annular space between the piston casing and drilled excavation wall should be filled with a minimum of 1 %2-sack slurry pumped from the bottom up. As an alternative, pea gravel may be utilized. The use of soil to backfill the annular space is not acceptable. 7.17 Temporary Excavations 7.17.1 Excavations up to 5 feet in height may be required during grading and construction operations. The excavations are expected to expose artificial fill and alluvial soils, which are suitable for vertical excavations up to 5 feet in height where loose soils or caving sands are not present, and where not surcharged by adjacent traffic or structures. 7.17.2 Vertical excavations greater than 5 feet or where surcharged by existing structures will require sloping or shoring measures in order to provide a stable excavation. Where sufficient space is available, temporary unsurcharged embankments could be sloped back at a uniform 1:1 slope gradient or flatter up to a maximum height of 10 feet. A uniform slope does not have a vertical portion. 7.17.3 If excavations in close proximity to an adjacent property line and/or structure are required, special excavation measures such as slot -cutting or shoring may be necessary in order to maintain lateral support of offsite improvements. Recommendations for slot cutting are provided. in Section 7.18 of this report. Geocon Project No. A9799-88-01 - 27 - June 7, 2022 7.17.4 Where temporary construction slopes are utilized, the top of the slope should be barricaded to prevent vehicles and storage loads at the top of the slope within a horizontal distance equal to the height of the slope. If the temporary construction slopes are to be maintained during the rainy season, berms are suggested along the tops of the slopes where necessary to prevent runoff water from entering the excavation and eroding the slope faces. Geocon personnel should inspect the soils exposed in the cut slopes during excavation so that modifications of the slopes can be made if variations in the soil conditions occur. All excavations should be stabilized within 30 days of initial excavation. 7.18 Slot Cutting 7.18.1 The slot --cutting method employs the earth as a buttress and allows the earth excavation to proceed in phases. Where slot -cutting is used for foundation construction, the proposed construction techniques should be discussed with the structural engineer so that appropriate modifications can be made to the foundation design, such as additional reinforcing or details for doweling. 7.18.2 It is recommended that the initial temporary excavation along the property line be sloped back at a uniform 1:1 (H:V) slope gradient or flatter for excavation of the existing soils to the necessary depth. The temporary excavation should not extend below the surcharge area of any adjacent foundations. The surcharge area may be defined by a 1:1 projection down and away from the bottom of an existing foundation. The temporary slope may then be excavated using the slot -cutting (see illustration below). Geocon Project No. A9799-88-01 tWT..M June 7, 2022 7.12.6 The performance of pavement is highly dependent on providingpositive surface drainage away from the edge of the pavement. Ponding of water on or adjacent to the pavement will likely result in pavement distress and subgrade failure. Drainage from landscaped areas should be directed to controlled drainage structures. Landscape areas adjacent to the edge of asphalt pavements are not recommended due to the potential for surface or irrigation water to infiltrate the underlying permeable aggregate base and cause distress. Where such a condition cannot be avoided, consideration should be given to incorporating measures that will significantly reduce the potential for subsurface water migration into the aggregate base. If planter islands are planned, the perimeter curb should extend at least 6 inches below the level of the base materials. 7.13 Retaining Wall Design 7.13.1 The recommendations presented below are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 5 feet. In the event that walls significantly higher than 5 feet are planned, Geocon should be contacted for additional recommendations. 7.13.2 Retaining wall foundations may be designed in accordance with the recommendations provided in the Foundation Design section of this report (see Section 7.6). 7.13.3 Retaining walls with a level backfill surface that are not restrained at the top should be designed utilizing a triangular distribution of pressure (active pressure) of 30 pcf. 7.13.4 Restrained walls are those that are not allowed to rotate more than 0.001H (where H equals the height of the retaining portion of the wall in feet) at the top of the wall. Where walls are restrained from movement at the top, walls may be designed utilizing a triangular distribution of pressure (at -rest pressure) of 65 pcf. 7.13.5 The wall pressures provided above assume that the proposed retaining walls will support relatively undisturbed alluvial soils or engineered fill derived from onsite soils. If import soil will be used to backfill proposed retaining walls, revised earth pressures may be required to account for the geotechnical properties of the import soil used as engineered fill. This should be evaluated once the use of import soil is established. All imported fill shall be observed, tested, and approved by Geocon West, Inc. prior to bringing soil to the site. 7.13.6 The wall pressures provided above assume that the retaining wall will be properly drained preventing the buildup of hydrostatic pressure. If retaining wall drainage is not implemented, the equivalent fluid pressure to be used in design of undrained walls is 95 pcf. The value includes hydrostatic pressures plus buoyant lateral earth pressures. Geocon Project No. A9799-88-01 - 25 - June 7, 2022 7.13.7 Additional active pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent structures and should be designed for each condition as the project progresses. 7.14 Retaining Wall Drainage 7.14.1 Retaining walls not designed for hydrostatic pressures should be provided with a drainage system extended at least two-thirds the height of the wall. At the base of the drain system, a subdrain covered with a minimum of 12 inches of gravel should be installed, and a compacted fill blanket or other seal placed at the surface (see Figure 5). The clean bottom and subdrain pipe, behind a retaining wall, should be observed by the Geotechnical Engineer (a representative of Geocon), prior to placement of gravel or compacting backfill. 7.14.2 As an alternative, a plastic drainage composite such as Miradrain or equivalent may be installed in continuous, 4-foot-wide columns along the entire back face of the wall, at 8 feet on center. The top of these drainage composite columns should terminate approximately 18 inches below the ground surface, where either hardscape or a minimum of 18 inches of relatively cohesive material should be placed as a cap (see Figure 6). 7.14.3 Subdrainage pipes at the base of the retaining wall drainage system should outlet to an acceptable location via controlled drainage structures. Drainage should not be allowed to flow uncontrolled over descending slopes. 7.14.4 Moisture affecting below grade walls is one of the most common post -construction complaints. Poorly applied or omitted waterproofing can lead to efflorescence or standing water. Particular care should be taken in the design and installation of waterproofing to avoid moisture problems, or actual water seepage into the structure through any normal shrinkage cracks which may develop in the concrete walls, floor slab, foundations and/or construction joints. The design and inspection of the waterproofing is not the responsibility of the geotechnical engineer. A waterproofing consultant should be retained in order to recommend a product or method, which would provide protection to subterranean walls, floor slabs and foundations. 7.15 Elevator Pit Design 7.15.1 The elevator pit slab and retaining wall should be designed by the project structural engineer. Elevator pit walls may be designed in accordance with the recommendations in the Foundation Design and Retaining Wall Designn sections of this report (see Sections 7.6 and 7.13). 7.15.2 Additional active pressure should be added for a surcharge condition due to sloping ground, vehicular traffic or adjacent foundations and should be designed for each condition as the project progresses. Geocon Project No. A9799-88-01 - 26 - June 7, 2022 7.11.4 Asphalt concrete should conform to Section 203-6 of the Standard Specifications or' Public P f Works Construction" (Green Book). Class 2 aggregate base materials should conform to Section 26-1.02A of the "Standard Specifications of the State of California, Department of Transportation " (Caltrans). The use of Crushed Miscellaneous Base (CMB) in lieu of Class 2 aggregate base is acceptable. Crushed Miscellaneous Base should conform to Section 200-2.4 of the "Standard Specifications for Public Works Construction " (Green Book). 7.11.5 Unless specifically designed and evaluated by the project structural engineer, where exterior concrete paving will be utilized for support of vehicles, it is recommended that the concrete be a minimum of 6 inches of concrete reinforced with No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions. Concrete paving supporting vehicular traffic should be underlain by a minimum of 4 inches of aggregate base and a properly compacted subgrade. The subgrade and base material should be compacted to 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). 7.11.6 The performance of pavements is highly dependent upon providing positive surface drainage away from the edge of pavements. Ponding of water on or adjacent to the pavement will likely result in saturation of the subgrade materials and subsequent cracking, subsidence and pavement distress. If planters are planned adjacent to paving, it is recommended that the perimeter curb be extended at least 12 inches below the bottom of the aggregate base to minimize the introduction of water beneath the paving. 7.12 Vehicular Rated Concrete Paver Recommendations 7.12.1 The following recommendations are based on an assumed R-Value of 20. Once site ;grading activities are complete and prior to placing pavement, an R-Value should be obtained by laboratory testing to confirm the properties of the soils serving as paving subgrade. 7.12.2 We calculated the paver sections in general conformance with the Caltrans Method ofFlexible Pavement Design (Highway Design Manual, Section 608.4) using an estimated Traffic Indices (TI). The project civil engineer and owner should review the pavement designations to determine appropriate locations for pavement thickness. Based on the Interlocking Concrete Pavement Institute (ICPI), the pavers should possess a minimum thickness of 31/8 inches overlying 1 to 1 t/2 inch of sand. In addition, the pavers should be installed in a pattern acceptable for vehicular traffic. It :is anticipated that base materials will be used for the paver underlayment. The pavers are for decorative purposes and will not be installed for stormwater management. The table below presents the recommended concrete -unit paver sections. Geocon Project No. A9799-88-01 -23- RECOMMENDED CONCRETE UNIT PAVER SECTIONS June 7, 2022 Equivalent Estimated Traffic Paver Asphalt Sand Min. Aggregate Location Index Concrete Thickness Base Thickness Thickness** (inches) (inches) (inches) Automobile Parking and Driveways 4.03'/8 1 - 1 %z 7.0 Trash Truck & 7.0 3'/8 1 - 1 %2 13.5 Fire Lanes indicates estimated value 7.12.3 Prior to placing base materials, the; subgrade should be scarified to a depth of approximately 12 inches, moisture conditioned to near optimum moisture content, and compacted to a dry density of at least 95 percent of the laboratory maximum dry density as determined by ASTM D 1557. Similarly, the base materials should be compacted to a dry density of at least 95 percent of the laboratory maximum dry density at or slightly above optimum moisture content. 7.12.4 Although the pavers are not intended for stormwater infiltration, consideration should be given to installing a subdrain for the paver sections. The subdrain could be placed at the bottom of the base section below the pavers and the soil subgrade should be graded to allow water to flow to a subdrain. The subdrain should run the distance of the paver area to reduce the potential for water to build up within the paving section. The drain should be connected to an approved drainage device. The drain should consist of a 3-inch diameter perforated Schedule 40, PVC pipe and placed at the bottom of the base materials. 7.12.5 The pavers should be installed and maintained in accordance with the manufacturer's recommendations. Future property owners should be made aware and responsible for the maintenance program. In addition„ pavers tend to shift vertically and horizontally during the life of the pavement and should be expected. The pavers normally require a concrete border to prevent lateral movement from traffic. The concrete border surrounding the pavers should be embedded at least 6 inches from finish grade surface to reduce the potential for water migration to the adjacent landscape areas and pavement areas. The pavers should be placed tightly adjacent to each other and the spacing between the paver units should be filled with appropriate filler. A polymer sand (Poly -Sand) can be used on the non -storm water quality paver area to help prevent water infiltration. Geocon Project No. A9799-88-01 - 24 - June 7, 2022 7.10.3 Slabs -on -grade at the ground surface that may receive moisture -sensitive floor coverings or may be used to store moisture -sensitive materials should be underlain by a vapor retarder placed directly beneath the slab. The vapor retarder and acceptable permeance should be specified by the project architect or developer based on the type of floor covering that will be installed. The vapor retarder design should be consistent 'with the guidelines presented in Section 9.3 of the American Concrete Institute's (ACI) Guide for Concrete Slabs that Receive Moisture -Sensitive Flooring Materials (ACI 302.2R-06) and should be installed in general. conformance with ASTM E 1643 (latest edition) and the manufacturer's recommendations. A minimum thickness of 15 mils extruded polyolefm plastic is recommended; vapor retarders which contain recycled content or woven materials are not recommended. The vapor retarder should have a permeabce of less than 0.01 perms demonstrated by testing before and after mandatory conditioning. The vapor retarder should be installed in direct contact with the concrete slab with proper perimeter seal. If the California Green Building Code requirements apply to this project, the vapor retarder should be underlain by 4 inches of clean aggregate. It is important that the vapor retarder be puncture resistant since it will be in direct contact with angular gravel. As an alternative to the clean aggregate suggested in the Green Building Code, it is our opinion that the concrete slab -on -grade may be underlain by a vapor retarder over 4 inches of clean sand (sand equivalent greater than 30), since the sand will serve a capillary break and will minimize the potential for punctures and damage to the vapor barrier. 7.10.4 For seismic design purposes, a coefficient of friction of 0.35 may be utilized between concrete slabs and subgrade soils without a moisture barrier, and 0.15 for slabs underlain by a moisture barrier. 7.10.5 Exterior slabs for walkways or flatwork, not subject to 'traffic loads, should be at least 4 inches thick and reinforced with No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions, positioned near the slab midpoint. Prior to construction of slabs, the upper 12 inches of subgrade should be moisture conditioned to near optimum moisture content and properly compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). Crack control joints should be spaced at intervals not greater than 10 feet and should be constructed using saw -cuts or other methods as soon as practical following concrete placement. Crack control joints should extend a minimum depth of one-fourth the slab thickness. Construction joints should be designed by the project structural engineer. Geocon Project No. A9799-88-01 - 21 - June 7, 2022 7.10.6 The recommendations of this report are intended to reduce the potential for cracking of slabs due to settlement. However, even with the incorporation of the recommendations presented herein, foundations, stucco walls, and slabs -on -grade may exhibit some cracking due to minor soil movement and/or concrete shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement and curing, and by the placement of crack control joints at periodic intervals, in particular, where re-entrant slab corners occur. 7.11 Preliminary Pavement Recommendations 7.11.1 Where new paving is to be placed, it is recommended that all existing fill and soft alluvium materials be excavated and properly compacted for paving support. The client should be aware that excavation and compaction of all existing artificial fill and soft alluvium in the area of new paving is not required; however, paving constructed over existing uncertified fill or unsuitable alluvium material may experience increased settlement and/or cracking, and may therefore; have a shorter design life and increased maintenance costs. As a minimum, the upper 12 inches of paving subgrade should be scarified, moisture conditioned to near optimum moisture content, and properly compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). 7.11.2 The following pavement sections are based on an assumed R-Value of 20. Once site grading activities are complete an R-Value should be obtained by :laboratory testing to confirm the properties of the soils serving as paving subgrade, prior to placing pavement. 7.11.3 The Traffic Indices listed below are estimates. Geocon does not practice in the field of traffic engineering. The actual Traffic Index for each area should be determined by the project civil engineer. If pavement sections for Traffic Indices other than those listed below are required, Geocon should be contacted to provide additional recommendations. Pavement thicknesses were determined following procedures outlined in the California Highway Design Manual (Caltrans). It is anticipated that the majority of traffic will consist of automobile and large truck traffic. PRELIMINARY PAVEMENT DESIGN SECTIONS Location Estimated Traffic Asphalt Concrete Class 2 Aggregate Index (TI) (inches) Base (inches) Automobile. Parking and Driveways 4.0 3.0 4.0 Trash Truck & F Fire Lanes 7.0 4.0 12.0 Geocon Project No. A9799-88-01 -22- June 7, 2022 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland a@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN` 11'S"FNII N'i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 I r 0 N di Q U Q Z Q Z U) F_ LU LU LU V_ L0 06 No. Date Description Cam_ G m ZD U) U w 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, 0 ARclyl ILL �,A N N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 q�F OF CD License Stamp o GEOTECHNICAL REPORT COPYRIGHT C AO-83   City Council  23 – 53 12/6/2022   LIST OF REFERENCES California Department of Water Resources, 1967, Progress Report on Groundwater Geology of the Coastal Plain of Orange County. California Division of Mines and Geology, 2001; State of California Seismic Hazard Zones, Tustin Quadrangle, Official Map Released January 17, 2001. California Geologic Energy Management Division, 2022, Geologic Energy Management Division Well Finder, http://maps.conservation.ca. rod, v.calgem/index.html#close. California Department of Conservation, Division of Mines and Geology, 2001, Seismic Hazard Evaluation of the Tustin 7.5-Minute Quadrangle, Orange County, California, Open File Report 97-20. California Division of Mines and Geology, 1981, Geologic Map of Orange County, California Showing Mines and Mineral Deposits, Bulletin 204. California Geological Survey, 2022a, CGS Information Warehouse, Regulatory Map Portal, hqp://maps.conservation.ca.gov/cgs/infonnationwarehouse/index.html?map=re ug latorymaps. California Geological Survey, 2022b, Earthquake Zones of Required Investigation, https://maps.conservation.ca.gov/c/cgs/EQZApp/Wp/. California Geological Survey, 2018, Earthquake Fault Zones, A Guide for Government Agencies, Property Owners/Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California, Special Publication 42, Revised 2018. FEMA, 2022, Online Flood Hazard Maps, htip://www.esri.com/hazards/index.htrnl. Geocon West, Inc., 2018,.Geotechnical Investigation, Proposed Mixed -Use Development, East 41h Street and Mortimer Street, Santa Ana, California, dated July 26, 2018 Orange County General Plan, 2004, Safety Element, Advance Planning Program, Environmental Management Agency. Orange County, Technical Guidance Document (TGD) For The Preparation Of Conceptual/Preliminary And/Or Project Water Quality Management Plans (WQMPs), December 20, 2013. Santa Ana, City of, 1982, Revised 2010, Seismic Safety Element, City of Santa Ana General Plan. Sprotte, E. C., Fuller, D. R., Greenwood, R. B., Mumm, H. A. Real, C. R., and Sherburne, R. W., 1980, Classification and Mapping of Quaternary Sedimentary Deposits for Purposed of Seismic Zonation, South Coastal Los Angeles Basin, Orange County, California, California Division of Mines and Geology Open File Report 80-19. Toppozada, T. R., Bennett, J. H., Borchardt, G. A., Saul, R., and Davis, J .F., 1988, Planning Scenario for a Major Earthquake on the Newport -Inglewood Fault Zone, California Division of Mines and Geology Special Publication 99. Ziony, J.I., and Jones, L.M., 1989, Map Showing Late Quaternary Faults and 1978-1984 Seismicity of the Los Angeles Region, California, U.S. Geological Survey Miscellaneous Field Studies Map MF-1964. Geocon Project No. A9799-88-01 June 7, 2022 117As333° WI 117-86667°,WI NAD27 117.85000° W i i xg I I • � !ll�l!I� 'I i 9 , i I M 5.21, Im il . - [UP rt _ !� 1 I - MIKQ III 11F Is OF 7 'll .:u" • �� '- �' � _ s: 111111111■ � im I'■ M,, 01.9 ■ 1!1'1 : ilia -__ I�l� .1, _ .� �'i� 74. - �.�P �' mil■°■� l�l �.!♦,. ai■I■!!R�J��i, >t1Y1i a. �\ ►, ,. � _Ile1. IL I Va. -(Ills on �' IN 1 to ion saw -tea- �11•�"'� �1� �� 11,�� i i81111;11LE W�16 _r . . 117.88333 W 117.8646 W NAD27 117.85000, W ?rr.�ed Han TOFU+�4`_ .. (a.atet�ebti4'+oeemY REFERENCE:U.S.G.S. TOPOGRAPHIC MAPS, 7.5 MINUTE SERIES, TUSTIN, CA QUADRANGLE GEIOCO <<r,1M , I W' E S T 1Tri C_ ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949)491-6570 DRAFTED BY: MDS CHECKED BY: SFK VICINITY MAP MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 1 7.20.4 Landscaping planters immediately adjacent to paved areas are not recommended due to the p gP y J potential for surface or irrigation water to infiltrate the pavement's subgrade and base course. Either a subdrain, which collects excess irrigation water and transmits it to drainage structures, or an impervious above -grade planter boxes should be used. In addition, where landscaping is planned adjacent to the pavement, it is recommended that consideration be given to providing a cutoff wall along the edge of the pavement that extends at least 12 inches below the base material. 7.21 Plan Review 7.21.1 Grading and foundation plans should be reviewed by the Geotechnical Engineer (a representative of Geocon West, Inc.), prior to finalization to verify that the plans have been prepared in substantial conformance with the recommendations of this report and to provide additional analyses or recommendations. Geocon Project No. A9799-88-01 -33- June 7, 2022 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If an variations or undesirable conditions are encountered during construction or if the Y g proposed construction will differ from that anticipated herein, Geocon West, Inc. should be notified so that supplemental recommendations can be given. The evaluation or identification of the potential presence of hazardous or corrosive materials was not part of the scope of services provided by Geocon West, Inc. 2. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought P � g to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. 3. The findings of this report are valid as of the date of this report. However, changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. 4. The firm that performed the geotechnical investigation for the project should be retained to provide testing and observation services during cons on to provide continuity of geotechnical interpretation and to check that the recommendations presented for geotechnical aspects of site development are incorporated during site grading, construction of improvements, and excavation of foundations. If another geotechnical firm is selected to perform the testing and observation services during construction operations, that firm should prepare a letter indicating their intent to assume the responsibilities of project Geotechnical Engineer of Record. A copy of the letter should be provided to the regulatory agency for their records. In addition, that firm should provide revised recommendations concerning the geotechnical aspects of the proposed development, or a written acknowledgement of their concurrence with the recommendations presented in our report. They should also perform additional analyses deemed necessary to assume the role of Geotechnical Engineer of Record. Geocon Project No. A9799-88-01 June 7, 2022 7.19 Stormwater Infiltration 7.19.1 Borings B7 and B8, drilled in May 2018, and borings P2 and P3, drilled in March 2022, were used to perform infiltration testing. The testing was performed in general accordance with the Percolation Test Procedure method outlined in Appendix VII the Orange County Technical Guidance Document for the Preparation of Conceptual/Preliminary and/or Project Water Quality ]Management Plans (December 2013). The field -measured percolation rate has been adjusted to infiltration rates in accordance with TGD requirements. Additional correction factors may be required and should be applied by the engineer in responsible charge of the design of the stormwater infiltration system and based on applicable guidelines. Percolation test data sheets are provided as Figures 7 through 10. 7.19.2 Borings P1 and P4 were conducted with the intention of performing percolation testing; however, the test holes and slotted casing became in -filled with mud during the initial saturation. This was evidenced by the sounder not reaching the bottom of the casing after the introduction of water into the borehole. Thus, testing could not be completed in these boreholes. Boring Soil Type Infiltration Depth (ft) Average Infiltration Rate (in / hour) B7 Silty Sand (SM) 10-201/2 4.55 B8 Silty Sand (SM) 5-10 1.22 P2 Gravelly Sand with Cobbles (SW) 40-45 13.68 P3 Gravelly Sand (SW) 1 40-45 3.25 7.19.3 The results of the percolation testing indicate that the soils are conductive to infiltration. It is our opinion that the soil zones encountered at the depths and locations as listed in the table above are suitable for infiltration of stormwater. 7.19.4 It is our opinion that the introduction of stormwater at the depth and location indicated above will not induce excessive hydro -consolidation (see Figures B2 through B7), will not create a perched ;groundwater condition, will not affect soil structure interaction of existing or proposed foundations due to expansive soils, will not saturate soils supported by existing or proposed retaining; walls, and will not increase the potential for liquefaction. Resulting settlements are anticipated to be less than 1/4 inch, if any. 7.19.5 Where infiltration systems will be utilized, it is recommended that a minimum 10-foot horizontal and vertical setback be maintained from existing or proposed foundations. Additional setbacks may be required by the governing jurisdiction and should be incorporated into the stormwater infiltration system design as necessary. Geocon Project No. A9799-88-01 - 31 - June 7, 2022 7.19.6 The dryvvell contractor should not the presence of cobbles encountered at depth in borings P1 throu h P4 and be prepared for difficult drilling conditions. The soils at these depths may be g P p g P Y prone to caving. 7.19.7 Subsequent to the placement of the infiltrations stem rt is acceptable to backfill the resulting q p system, p g void space between the excavation sidewalls and the infiltration system with minimum two sack: slurry provided the slurry is not placed in the infiltration zone. It is recommended that pea gravel be utilized adjacent to the infiltration zone so communication of water to the soil is not hindered. 7.19.8 Due to the preliminary nature of the project at this time, the type of stormwater infiltration system and location of the stormwater infiltration systems has not yet been determined. The design drawings should be reviewed and approved by the Geotechnical Engineer. The installation of the stormwater infiltration system should be observed and approved by the Geotechnical Engineer (a representative of Geocon). 7.20 Surface Drainage 7.20.1 Proper surface drainage is critical to the future performance of the project. Uncontrolled infiltration of irrigation excess and storm runoff into the soils can adversely affect the performance of the planned improvements. Saturation of a soil can cause it to lose internal shear strength and increase its compressibility, resulting in a change in the original designed engineering properties. Proper drainage should be maintained at all times. 7.20.2 All site drainage should be collected and controlled in non -erosive drainage devices. Drainage should not be allowed to pond anywhere on the site, and especially not against any foundation or retaining wall. The site should be graded and maintained such that surface drainage is directed away from structures in accordance with 2019 CBC 1804.4 or other applicable standards. In addition, drainage should not be allowed to flow uncontrolled over any descending slope. Discharge from downspouts, roof drains and scuppers are not recommended onto unprotected soils within 5 feet of the building perimeter. Planters which are located adjacent to foundations should be sealed to prevent moisture intrusion into the soils providing foundation support. Landscape irrigation is not recommended within 5 feet of the building perimeter footings except when enclosed in protected planters. 7.20.3 Positive site drainage should be provided away from structures, pavement, and the tops of slopes to swales or other controlled drainage structures. The building pad and pavement areas should be fine graded such that water is not allowed to pond. Geocon Project No. A9799-88-01 - 32 - June 7, 2022 7.18.3 For unsurcharged excavations, alternate "A" slots of 8 feet in width may be worked. The remaining earth buttresses ("B" and "C" slots) should also be 8 feet in width. The wall, foundation, or backfill should be completed in the "A" slots to a point where support of the offsite property and/or any existing structures is restored before the "B" slots are excavated. After completing the wall, foundation, or backfill in the "B" slots, finally the "C" slots may be excavated. Slot -cutting is not recommended for vertical excavations greater than 5 feet in height. A slot -cut calculation is provided in the table on the following page, and assumes no surcharge loads will be acting on the excavation. Slot Cut Calculation Height of Sllots (H) 5.01 feet Design Equations b = W(tan a) Unit Weight of Soils (y) 120b] pcf A = 0.5*H*b Friction Angle of Soils (4)) 29.0 degrees W=0.5*H*b*y (per lineal foot of slot width) Cohesion cif Soils (c) 150.01 psf F,=d*W'(sin a) Factor of Safety (FS) 1.25 R, = d*[W*(cosa)*(ten cp)+(c*b)] Factor of Safety = Resistance Force/Driving Force N = 2*[(0.5*H*b)*c] FS = Resistance Force/Driving Force FS = (R,+RJ/(FJ Surcharge (Pressure: Line Load (qL) 0.0 plf Distance Aerayfrom Edge of Excavation ()n 0.0 feet Failure Angle (a) degrees Width of Area of Weight of Driving Force Failure Wedge Failure Wedge Failure Wedge Wedge + Surcharge (b) (A) (W) per lineal foot feet feet2 Ibs lineal foot of Slot Wdith Resisting Force Failure Wedge per lineal foot of Slot W1dth Resisting Force Side Resistance Force Ibs Allowable Width of Slots* (d) feet 45 5.0 13 1500.0 1060.7 1648.13 3750.0 8.0 46 4.8 12 14485 1042.0 1600.4 3621.3 8.0 47 4.7 12 1398.8 1023.0 1554.3 3496.9 8.0 48 4.5 11 1350.6 1003.7 1510.2 3376.5 8.0 49 4.3 11 1303.9 984.1 1467.9 3259.8 8.0 50 4.2 10 1258.6 964.2 1427.5 3146.6 8.0 51 4.0 10 1214.7 9".0 1388.13 3036.7 8.0 52 3.9 10 1171.9 923.5 1351.7 2929.8 8.0 53 3.8 9 1130.3 902.7 1316.2 2825.8 8.0 54 3.6 9 1089.8 861.7 1282.1 2724.5 8.0 55 3.5 9 1050.3 860.4 1249.15 2625.8 8.0 56 3A 8 1011.8 838.8 1218.3 2529.4 8.0 57 3.2 8 974.1 817.0 1188A 2435.3 8.0 58 3.1 8 937.3 794.9 1159.7 2343.3 8.0 59 3.0 8 901.3 772.6 1132.3 2253.2 8.0 60 2.9 7 866.0 750.0 1106.0 2165.1 8.0 61 2.8 7 831.5 727.2 1081.0 2078.7 8.0 62 2.7 7 797.6 704.2 1057.0 1993.9 8.0 63 2.5 6 764.3 681.0 1034.1 1910.7 8.0 64 2.4 6 731.6 657.6 1012.2 1829.0 8.0 65 2.3 6 699.5 633.9 991.4 1748.7 8.0 66 2.2 6 667.8 610.1 9715 1669.6 8.0 67 2.1 5 636.7 586.1 952.7 1591.8 8.0 68 2.0 5 606.0 561.9 934.7 1515.1 8.0 69 1.9 5 575.8 537.6 917.7' 1439.5 8.0 70 1.8 5 546.0 513.0 901.E 1364.9 8.0 Width of Slots to achieve a nininumof 1.25 Factor of Safety, with a Maximum Allow able Slot Width of 8-feet Critical Slot Wdth w ith Factor of Safety equal or exceeding 1.25: dallow = 8.0 feet Geocon Project No. A9799-88-01 - 29 - June 7, 2022 7.18.4 For surcharged excavations, alternate "A" slots of 3 feet in width may be worked. ii it n it The remaining earth buttresses B and C slots should also be 3 feet m width. The wall g ( ) foundation, or backfill should be completed in the "A" slots to a point where support of the existing structures is restored before the "B" slots are excavated. After completing the wall, ri ii rr n foundation or backfill m the B slots finally the C slots may be excavated. Slot -cutting is > Y Y g not recommended for vertical excavations eater than 5 feet in height. A slot -cut calculation �' g is provided on the following page. A surcharge load of 300 pounds per square foot (psf) is included in the slot -cut calculation to account for traffic and pedestrian loads. Slot Cut Calculation HeightofSlots (H) 5.0 feet Design Equations b = W(tan a) Unit Weight of Soils (y) 125.0 pcf A=0.5*H*b Friction Angle of Soils (4)) 29.0. degrees W=0.5*H*b*y (per lineal foot of slot width) Cohesion of Soils (c) 150.0: psf F,=d*W*(sin a) Factor of Safety (FS) 1.25 R, = d*[W*(cosa)*(tan 4))+(c*b)] Factor of Safety= Resistance Force/Driving Force Rz = 2*[(0.5*H*b)*c] FS = Resistance Force/Driving Force FS = ( + )l(F ) Surcharge Pressure: Traffic Surcharge (q) 300.O psf Distance Awayfrorn Edge of Excavation (X) 0.0 1 feet Failure Angle (a) degrees WKith of Area of Weight of Driving Force FailureWedge Failure Wedge Failure Wedge Wedge Surcharge (b) (A) (W) per lineal foot feet feet' Ibs/lineal foot of Slot Wddh Resisting Force Failure Wed a per lineal foot of Slot Width Resisting Force Side Resistance Force Ibs Allowable Width of Slots* (d) feet 45 5,0 13 1562.5 2165.5 1790.7 3750.0 4.1 46 4.8 12 1508.9 2127.4 1739.1 3621.3 3.9 47 4.7 12 1457.1 2088.6 1689.7 3496.9 3.8 48 4.5 11 1406.9 2049.2 1642.3 3376.5 3.7 49 4.3 11 1358.3 2009.2 1596.8 3259.8 3.6 50 4.2 10 1311.1 1968.5 1553.1 3146.6 3.5 51 4.0 10 1265.3 1927.3 1511.1 3036.7 3.4 52 :3.9 10 1220.8 1885.5 1470.7 2929.8 3.3 53 3.8 9 1177.4 1843.1 1432.0 2825.8 3.2 54 3.6 9 1135.2 1800.1 1394.7 2724.5 3.2 55 i3.5 9 1094.1 1756.6 1358.8 2625.8 3.1 56 3.4 8 1053.9 1712.5 1324.3 2529.4 3.1 57 3.2 8 1014.7 1668.0 1291.2 2435.3 3.1 58 3.1 8 976.4 1622.9 1259.3 2343.3 3.0 59 3.0 8 938.8 1577.3 1228.7 2253.2 3.0 60 2.9 7 902.1 1531.3 1199.2 2165.1 3.0 61 2.8 7 866A 1484.7 1170.9 2078.7 3.0 62 2.7 7 830.8 1437.8 1143.7 1993.9 3.1 63 2.5 6 796.1 1390.3 1117.6 1910.7 3.1 64 :?.4 6 762.1 1342.5 1092.5 1829.0 3.1 65 2.3 6 728.6 1294.3 1068.5 1748.7 3'2 66 2.2 6 695.7 1245.6 1045.5 1669.6 3.3 67 2.1 5 663.2 1196.6 1023.4 1591.8 3.4 68 2.0 5 631.3 1147.2 1002.3 1515.1 3.5 69 1.9 5 599.8 1097.5 982.1 1439.5 3.7 70 LS 5 568.7 1047.4 962.8 1364,9 3.9 *Width of Slots to achieve a minimum of 1.25 Factor of Safety, with a Maxirrum Allowable Slot Widths of 8-feet. Critical Slot Width w ith Factor of Safety equal or exceeding 1.25: Ballow= 3.0 feet Geocon Project No. A9799-88-01 -30- June 7, 2022 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'F1%1I,N•l'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N Q U Q Z Q Z W F UJ LIJ U) LU LO LO W LO No. Date Description H_ 2i W �Z) V ) Ise W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARcy/TF' LL N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A� License Stamp o GEOTECHNICAL REPORT COPYRIGHT C AO�84   City Council  23 – 54 12/6/2022   zee I a� V / -I C I � L P I r r I art �t] I N .O O , -- i LOB�Y ' I KITCHE STORA 1MAP RESTAURANT X. LEGEND AA ING GARAGE I no J 1 S MECH./ELEC. I BIKE Fourth Street B8 Approximate Location of Boring (2018) Approximate Location of Percolation Test (2022) P4 J Approximate Location of Property Line �i Nt l ' a� E rn' ,I ti L Bl, l I J CCO G ■ l ! AdE - - r I r LEASINQ 0 50' 100, �I I I GE10tJON "W Z S. T. I N' , t f7>,. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA SITE PLAN MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTAANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 2A GE10tJON "W Z S. T. I N' , t f7>,. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA SITE PLAN MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTAANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 2A - Und on! ,r, H'-�j"- T �^ L.L! LL Unit Cor Uot `Root' iS I �•< Tlii a.. Floor7l iJrIA Umt Tt-}-f- }-{ }- {ii )„�j = Unit :Cot Unt I f Floor 6. — • Roof. UM Unit a Uri Floor 5 ! Unt or ;nit Unit Cu Unit Floor 5rk'77iT Unit Unit afIiitL. Unit CaUrt IaP' Flor4 ! Unit r LnA IL LL iI� It Unit Ca Unit `b, �,� Floor II Jmf on: - rl r -_ Unit .Car Ur I-�� Floor.3_ E Unn i L'ml m ITS rn 1 n Unit Ca Unit Floor3' UM PodE uP q Pool � Star- Car Ur -. I' c Floor 2•� 1= Unit r Unit '�-.T{..l� �T7 I I Q F ��-� Unit Cor, Und C 7 Floor 2 I 'al LL Iq. Stor. Relay An1elrNy M-rlky Uri t `�_ Gi.w, ;;, I, Unit 7, Und 1 1 ® M -�: UnitCa Und SECTION A —A' l — Roof' - - C" Unit CC, IN Floor li Cr Unit, Car U Ftoo(B Roof - • '— Pa,* a2 Cot Unit Cor: _ Unit Floor 5 or Unit Floor Cc' Um; Unit P PargGarage Floor 4 Pal" cr Unit Floor4 •� Un Floor :E Pard. GarageUnitUnr r F g Parkig Garage k Parking Gar ` I..L I� Parking Garage Trash Co• Load�ng Poo Egop, Floor 2 ., p Pamr:g Garage Par, inq Ca•a e cr Unit _� y_. _ _ _. '�` p + �0 11 C'. w8w. , ?"v _ Parkir GarageCSi Unit 5 1 Y rva....1c SECTION B—B' SECTION C-Cl GEOCJO-N W E' S T I. N. C. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA CROSS SECTIONS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 213 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D• OAK INVESTNII NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N d� Q U Q Z I— Z v ) F_ LU LU Iry CIi LU LO L0 06 V W No. Date Description � 75 W �ZD v ) U W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, D ARcy��` L.L �,A N N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 q�F OF CD CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT O AO�85   City Council  23 – 55 12/6/2022   /_1�W: I►191FAI APPENDIX A FIELD INVESTIGATION The site was initially explored on May 29, 2018 by excavating eight 8-inch diameter borings to depths between 10 and 40V2 feet below the existing ground surface using a truck -mounted hollow -stern auger drilling machine. Additional site exploration was performed on March 20, 2022 by excavating four 8-inch diameter borings to depths between 45%2 and 55VZ feet below the ground surface for the purpose of percolation testing. Representative and relatively undisturbed samples were obtained by driving a 3-inch, O. D., California Modified Sampler into the "undisturbed" soil mass with blows from a 140-pound auto -hammer falling 30 inches. The California Modified Sampler was equipped with 1-inch high by 21/8-inch diameter brass sampler rings to facilitate soil removal and testing. Bulk samples were also obtained. The soil conditions encountered in the borings were visually examined, classified and logged in general accordance with the Unified Soil Classification System (USCS). The logs of the borings are presented on Figures Al through Al2. The logs depict the soil and geologic conditions encountered and the depth at which samples were obtained. The logs also include our interpretation of the conditions between sampling intervals. Therefore, the logs contain both observed and interpreted data. We determined the lines designating the interface between soil materials on the logs using visual observations, penetration rates, excavation characteristics and other factors. The transition between materials may be abrupt or gradual. Where applicable, the boring logs were revised based on subsequent laboratory testing. The locations of the borings are shown on Figure 2A. Geocon Project No. A9799-88-01 June 7, 2022 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 Date: 3/30/2022 Test Hole No: P2 Tested By: JC Depth of Test Hole, DT: 45 USCS Soil Classification: SP Test Hole Dimensions (inches) Length Width Diameter (if round) = 8 Sides (if rectangular) _ --- --- Sandy Soil Criteria Test* AD At Do Df Change in Greater than Time Interval Initial Depth Final Depth Water Level or Equal to Trial No. Start Tirne Stop Time (min) to Water (in) to Water (in) (in) 6"? (y/n) 1 12:32 12:57 1 25 1 492.0 537.0 45.0 y 2 12:59 13:24 1 25 1 492.0 535.8 43.8 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements, taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25". AD At Do Df Change in Time Interval Initial Depth Final Depth Water Level Percolation Trial No. Start Time Stop Time (min) to Water (in) to Water (in) (in) Rate (min/in) 1 1:27 1:37 10 492.0 529.8 37.8 0.26 2 1:40 1:50 10 492.0 529.2 37.2 0.27 3 1:52 2:02 10 492.0 528.3 36.3 0.28 4 2:04 2:14 10 492.0 528.6 36.6 0.27 5 2:17 2:27 10 492.0 528.6 36.6 0.27 6 2:30 1 2:40 1 10 1 492.0 1 528.3 36.3 1 0.28 7 8 Infiltration Rate Calculation: Time Interval, At = 10 minutes Ho = 48.0 inches Final Depth to Water, Df = 528.3 inches Hf = 11.7 inches Test Hole Radius, r = 4 inches OH = 36.3 inches Initial Depth to Water, Do = 492.0 inches Havg = 29.9 inches Total Depth of Test Hole, DT = 540.0 inches Alf (60 ) Fr At(r + 211a g) Infiltration Rate, It = 13.68 I inches/hour Figure 9 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 Date: 3/31/2022 Test Hole No: P3 Tested By: JC Depth of Test Hole, DT: 45 USCS Soil Classification: SP Test Hole Dimensions (inches) Length Width Diameter (if round) = 8 Sides (if rectangular) _ --- --- Sandy Soil Criteria Test* AD At Do Df Change in Greater than Time Interval Initial Depth Final Depth Water Level or Equal to Trial No. Start Tirne Stop Time (min) to Water (in) to Water (in) (in) 6"? (y/n) 1 10:21. 10:46 25 484.8 511.2 26.4 y 2 10:47 11:12 25 486.6 511.2 24.6 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements, taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25". AD At Do Df Change in Time Interval Initial Depth Final Depth Water Level Percolation Trial No. Start Time Stop Time (min) to Water (in) to Water (in) (in) Rate (min/in) 1 12:46 12:56 10 484.2 500.1 15.9 0.63 2 12:58 13:08 10 484.8 499.8 15.0 0.67 3 13:13 13:23 10 478.8 498.0 19.2 0.52 4 13:25 13:35 10 479.1 498.6 19.5 0.51 5 13:37 13:47 10 480.0 498.6 18.6 0.54 6 13:49 13:59 10 482.4 499.2 16.8 0.60 7 8 Infiltration Rate Calculation: Time Interval, At = 10 minutes Ho = 55.8 inches Final Depth to Water, Df = 498.0 inches Hf = 42.0 inches Test Hole Radius, r = 4 inches OH = 13.8 inches Initial Depth to Water, Do = 484.2 inches Havg = 48.9 inches Total Depth of Test Hole, DT = 540.0 inches Alf (60r) Cr , At(r + 2H,T,,,g) Infiltration Rate, It = 3.25 I inches/hour Figure 10 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 Date: 5/30/2018 Test Hole No: 137 Tested By: I PZ Depth of Test Hole, DT: 20.5 USCS Soil Classification: SM Test Hole Dimensions (inches) Length Width Diameter (if round) = 8 Sides (if rectangular) _ --- --- Sandy Soil Criteria Test" AD At Do Df Change in Greater than Time Interval Initial Depth Final Depth Water Level or Equal to Trial No. Start Time Stop Time (min) to Water (in) to Water (in) (in) 6"? (y/n) 1 10:321 10:57 25 120.0 198.0 78.0 y 2 11:01. 11:26 25 120.0 195.6 75.6 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements, taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25". AD At Do Df Change in Time Interval Initial Depth Final Depth Water Level Percolation Trial No. Start Time Stop Time (min) to Water (in) to 'Water (in) (in) Rate (min/in) 1 11:29 11:39 10 120.0 164.4 44.4 324 2 11:40 11:50 10 120.0 160.8 40.8 353 3 11:521. 12:02 10 120.0 162.0 42.0 343 4 12:04 12:14 10 120.0 160.8 40.8 353 5 12:15 12:25 10 120.0 160.8 40.8 353 6 12:27 12:37 10 120.0 160.8 40.8 353 7 8 Infiltration Rate Calculation: Time Interval, At = 10 minutes Ho = 126.0 inches Final Depth to Water, Df = 160.8 inches Hf = 85.2 inches Test Hole Radius, r = 4 inches AH = 40.8 inches Initial Depth to Water, Do = 120.0 inches Havg = 105.6 inches Total Depth of Test Hole, DT = 246.0 inches AH(60r) If = At(r + 2H,,,,y) Infiltration Rate, It = 4.55 inches/hour FIGURE 7 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 Date: 5/30/2018 Test Hole No: 68 Tested By: I PZ Depth of Test Hole, DT: 10 USCS Soil Classification: SM Test Hole Dimensions (inches) Length Width Diameter (if round) = 8 Sides (if rectangular) _ --- --- Sandy Soil Criteria Test" AD At Do Df Change in Greater than Time Interval Initial Depth Final Depth Water Level or Equal to Trial No. StartTirne Stop Time (min) to Water (in) to Water (in) (in) 6"? (y/n) 1 8:30 8:55 25 60.0 114.0 54.0 y 2 8:59 9:24 25 60.0 105.6 45.6 y *If two consecutive measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements, taken every 10 minutes. Otherwise, pre-soak (fill) overnight. Obtain at least twelve measurements per hole over at least six hours (approximately 30 minute intervals) with a precision of at least 0.25". AD At Do Df Change in Time Interval Initial Depth Final Depth Water Level Percolation Trial No. Start Time Stop Time (min) to Water (in) to 'Water (in) (in) Rate (min/in) 1 9:29 9:39 10 60.0 67.2 7.2 2000 2 9:43 9:53 10 60.0 68.4 8.4 1714 3 9:54 10:04 10 60.0 67.2 7.2 2000 4 10:05 10:15 10 60.0 66.0 6.0 2400 5 10:19 10:29 10 60.0 66.0 6.0 2400 6 10:33 10:43 10 60.0 66.0 6.0 2400 7 8 Infiltration Rate Calculation: Time Interval, At = 10 minutes Ho = 60.0 inches Final Depth to Water, Df = 66.0 inches Hf = 54.0 inches Test Hole Radius, r = 4 inches AH = 6.0 inches Initial Depth to Water, Do = 60.0 inches Havg = 57.0 inches Total Depth of Test Hole, DT = 120.0 inches AH(60r) it At(r + 214,,,,,r) Infiltration Rate, It = 1.22 inches/hour FIGURE 8 d RETAINING WALL GROUND SURFACE � PROPERLY :OMPACTED BACKFILL WATERPROOF WALL as a (. ., A ,j d a .a iQ I' 4, m.:. I4 < a. FOUNDATION GEOC ss- T ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA 3/4" CRUSHED ROCK H FILTER FABRIC ENVELOPE MIRAFI 140N OR EQUIVALENT 2/3 H 4" DIA. PERFORATED ABS OR ADS PIPE - EXTEND TO DRAINAGE SYSTEM NO SCALE RETAINING WALL DRAIN DETAIL MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 5 GROUND SURFACE a 18 PROPERLY COMPACTED BACKFILL RETAINING / DRAINAGE PANEL (J-DRAIN 1000 WALL / OR EQUIVALENT) FOUNDATION a a W EOCON r E ST, 1 hi 'C"'; J% ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA WATER PROOFING BY ARCHITECT 3/4" CRUSHED ROCK (1 CU. FT./FT.) FILTER FABRIC ENVELOPE MIRAFI 140N OR EQUIVALENT 4" DIA. SCHEDULE 40 PERFORATED PVC PIPE EXTENDED TO APPROVED OUTLET NO SCALE RETAINING WALL DRAIN DETAIL MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 6 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D* OAK INVLS"I'NAEN't'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF Illy Ir- O CV d� Q U Q Z Z U) F W W VJ LU V_ Ln 06 No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ARcy��F No. JDATE RENEAUGUS of C A\-� License Stamp GEOTECHNICAL REPORT N N O N CIO O 0 COPYRIGHT AO-86   City Council  23 – 56 12/6/2022   PROJECT NO. A9799-88-01 } of W BORING 5 Z W„ o DEPTH SAMPLE O SOIL p ~ Q V, Z U- W Z IN 1'EET NO O zz cLAss ELEV. (MSL.) DATE COMPLETED 05/29/2018 3 OJ o a w F J � (USCS) - Z �W m v O 0 O EQUIPMENT HOLLOW STEM AUGER BY: PZ a o V MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, dark brown, fine- to medium -grained. 2 1 I ALLUVIUM I Silty Sand, medium dense, slightly moist, brown, fine-grained, trace 4 .1 medium -grained. B5@5' 20 112.9 11.1 6 111.-1. B5@7' 1.9 109.2 2.6 i-:I- 10 _I -� I { - decrease in silt content, loose BS@10' .I 1.4 105.7 3.5 SM - increase in silt content 12 B5@1.2' 1 I" - medium dense 1.9 110.4 9.0 14 B5@15' I .I 28 109.6 6.7 16 18 11 1 1 20 I - - - - - - - - -------- ; 'gh Y- - - - - - - Sand Silt, firm, Slt tl moist, brown, fine fine-grained. Total depth of boring: 20.5 feet. Fill to 2.5 feet. No groundwater encountered. Backfilled with soil cuttings and tamped. Asphalt patched. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A5, A9799-88-01 BORING LOGS.GPJ Log of Boring 5, Page 1 of 1 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 } W BORING 6 z w„ DEPTH SAMPLE O Q SOIL p F- Z LL Z ly IN FEET NO. O z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 � � 3 W O o a w O Z FI J (USCS) V) LU m - p O O EQUIPMENT HOLLOW STEM AUGER BY: PZ a MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained. 2 ALLUVIUM I -� I Silty Sand, loose, slightly moist, brown, fine-grained. 4 .1 { -I SM B6@5' 1 i _I t5 84.9 6.3 6 ICI ___ _____ ____ ___ __________ _____ Sand, medium dense, slightly moist, brown, fine- to coarse -grained, trace fine ___ ___ ___ B6@7' gravel. 46 118.6 1.3 8 SW 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - Sandy Silt, firm, slightly moist, light brown, fine-grained. - - - - - - --- B6@10' ML7.1 100.6 9.1 12 Silty Sand, medium dense, slightly moist, brown, tine- to medium -grained. 136@12 �- i -� 30 112.5 5.3 14 -�-I B6@15' .i I -12 106.7 5.0 16 1� SM 1s -ICI 20 ,1_ i .I - increase in silt content Total depth of boring: 20.5 feet. Fill to 2 feet. No groundwater Encountered. Backfilled with soil cuttings and tamped. Surface restored. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A6, A9799-88-01 BORING LOGS.GPJ Log of Boring 6, Page 1 of 1 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 W BORING 3 zz uJ G DEPTH SAMPLE } O Q SOIL F- Z LL Z L IL F- IN NO p z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 F_ o a W FEET J =O (USCS) Z'W OJ v 20 p EQUIPMENT HOLLOW STEM AUGER BY: PZ a lY m o U MATERIAL DESCRIPTION 30 B3@30' 1.5 107.0 19.8 32 34 B3@35' ML 15 100.2 23.1 36 - increase in sand content 38 40 Total depth of boring: 40.5 feet. Fill to 5 feet. No groundwater encountered. Backfilled with soil cuttings and tamped. Concrete patched. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A3, A9799-88-01 BORING LOGS.GPJ Log of Boring 3, Page 2 of 2 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL .., STANDARD PENETRATION TEST ... DRIVE SAMPLE(UNDISTURBED) 12 ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE 1 .,. WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 }LU BORING 4 zo l o DEPTH SAMPLE Q SOIL F- Z F- ga a r„ Cl) LL w F z IN FEET No O F- z cwss ELEV. (MSL.) DATE COMPLETED 05l29/2018 Ln W O o a w O Z J � (USCS) fo a m - OV p EQUIPMENT HOLLOW STEM AUGER BY: PZ MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some coarse -grained, trace brick fragments. 2 ALLUVIUM 4 Sand with Silt, medium dense, slightly moist, brown, fine- to medium -grained, trace fine gravel. B4@5' 7.7 120.6 2.3 6 - light brown B4@7' - fine-grained, loose, no gravel 1.2 98.0 5.8 8 10 B4@10' ].6 98.2 6.2 SP-SM 12 B4@12' - medium dense 21 1.1.8.8 7.9 14 B4@15' 23 115.9 6.2 16 18 -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sandy Silt, firm, slightly moist, brown, fine-grained. ----- - - - --- 20 ML 2 Total depth of boring: 20.5 feet. Fill to 3 feet. No groundwater encountered. Backfilled with soil cutting and tamped. Concrete patched. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A4, A9799-88-01 BORING LOGS.GPJ Log of Boring 4, Page 1 of 1 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL .., STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) 91 ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE t .- WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 r W BORING 2 z w -� x DEPTH SAMPLE O Q SOIL F- Z LL Z LL w O F- IN FEET NO O z cwss ELEV. (MSL.) DATE COMPLETED 05/29/2018 F- S2 OJ o a U) w H J � (USCS) Z W 0. m -� O p EQUIPMENT HOLLOW STEM AUGER BY: PZ o V MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some coarse -grained, some fine gravel, trace brick fragments. 2 4 B2@5' 1 •"I- ALLUVIUM 20 106.8 7.4 6 �- I Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained. B2@7' SM loose, fine-grained, increase in silt content 14 83.5 22.1 8 1- =11-J •I 10 B2 @ 10' G J ---- ---------------.gh Y ---gh ---- ----- Sand with Silt, medium dense, slightly moist, h t brown, fine-grained. --- 20 --- 93.4 --- 1.8 12 B2@1.2' - loose 17 99.0 8.7 14 SP-SM medium dense B2@15' 32 109.3 1.9 16 18 1_ --5 --------------------------------- Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained. --- --- --- 20 i -I Total depth of boring: 20.5 feet. Fill to 5 feet. No groundwater encountered. Backfilled with soil cuttings and tamped. Concrete patched. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A2, A9799-88-01 BORING LOGS.GPJ Log of Boring 2, Page 1 of 1 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ...DRIVE SAMPLE (UNDISTURBED) 91 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 W LU BORING 3 zo W„ DEPTH SAMPLE O Q SOIL Z U- Z LL IN FEET No p z ctAss ELEV. (MSL.) DATE COMPLETED 05/29/2018 � S2 � a a W J =O (USCS) Z W -i 0. m -- O p EQUIPMENT HOLLOW STEM AUGER BY: PZ o V MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some fine gravel. 2 I " I ALLUVIUM 4 Silty Sand, loose, slightly moist, brown, fine-grained, some medium -grained. B3@5' _ 1 I 15 83.3 8.0 6 1- i- SM - increase in silt content B3@7' 13 107.8 9.1 8 _ I IJA ---- - - - - - - - --- 10 Sand, loose, slightly moist, light brown, fine- to coarse -grained, some fine B3@10' gravel. 17 121.3 1.7 SW 12 B3@ 12' ' -": 1� -"I- ---- --------- Y------------------- Silty Sand, loose, slightly moist brown, fine-grained. --- 10 --- 99.6 --- 7.5 14 B3@15' 1- i -) STVI 13 97.9 6.6 16 i - I - decrease in silt content, fine- to medium -grained 18 _l i 1-I ---- _____ ___ ____________ __ __ - - - - - Sandy Silt, soft, slightly moist, brown, fine- to medium -grained. - - - - - - - - - 20 B3@20' ll 102.2 21.7 22 24 ML firm B3 @25' 16 106.1 19.8 26 28 Figure A3, A9799-88-01 BORING LOGS.GPJ Log of Boring 3, Page 1 of 2 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) 91 ... DISTURBED OR BAG SAMPLE I� ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 r W BORING 1 Z w o DEPTH SAMPLE O SOIL O ~ Q Z LL Ill Z IN I=EET ND p zz cwss ELEV. (MSL.) DATE COMPLETED 05/29/2018 F_ U o a D w F- =O (USCS) - W W m v O 0 EQUIPMENT HOLLOW STEM AUGER BY: PZ a o V MATERIAL DESCRIPTION 0 BULK ARTIFICIAL FILL 0-5' Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some coarse -grained, trace fine gravel, trace brick fragments. 2 4 B1@5' ALLUVIUM 25 88.7 5.2 6 Sand with Silt, medium dense, slightly moist, light brown, fine- to medium -grained, trace fine gravel. B 1 @7' - some coarse -grained, brown, no gravel 20 116.0 2.3 8 10 B 1 n)10' - light brown, fins; to medium -grained 29 102.8 1.8 12 B 1 12' SP-SM - fine- to coarse -grained, some fine gravel 19 103.5 2.3 14 Bl@15' _ 25 114.5 3.4 16 18 Bl@20' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i2- 1111i -2£a- Clay, soft, slightly moist, brown. 22 24 B 1 @25' 10 97.4 23.5 26 28 Figure Al, A9799-88-01 BORING LOGS.GPJ Log of Boring 1, Page 1 of 2 SAMPLE SYMBOLS • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ,.. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 r W BORING 1 ow_ DEPTH SAMPLE O OJ Q SOIL F Z LL Q ip Z LL W - Z IN No p z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 1- U) � o a ~ w FEET J =O (USCS) - W LU W m v 20 EQUIPMENT HOLLOW STEM AUGER BY: PZ a of U MATERIAL DESCRIPTION 30 - some fine-grained sand Total depth of boring: 30.5 feet. Fill to 5 feet. No groundwater encountered. Backfilled with soil cuttings and tamped. Concrete patched. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure Al, A9799-88-01 BORING LOGS.GPJ Log of Boring 1, Page 2 of 2 SAMPLE SYMBOLS SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No. 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D' OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. Date Description CH G W rZ) �./ U w 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARcy1,/ ILL ` CN No. C29795 C] RENEWAL DATE AUGUST 31, 2023 9TF OF CD CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT AO-87   City Council  23 – 57 12/6/2022   PROJECT NO. A9799-88-01 UJI BORING P3 z DEPTH SAMPLE 00 Q 3 SOIL O Z LL Q to _ LL coo F Z IN FEET NO O Z cwss ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 —UJIZwCa Ln o LU a N UJI J =O (USCS) m IX 2O O EQUIPMENT HOLLOW STEM AUGER BY: JS 0- v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, loose to medium dense, slightly moist, light brown, fine- to 2 medium -grained. - ALLUVIUM __1 Silty Sand, loose, slightly moist, light brown, fine- to medium -grained. 4 - P3@5' �" I" SM 6 6�. _"� -I I� I- 8 - - - - - - - - - - - Sand, loose, dry to slightly moist, light brown, fine-grained -- - - some gravel (to 3") 10 P3@10' - Sp i0 12 Silty Sand, medium dense, slightly moist, yellowish brown, fine-grained, 14 I- i -1 some medium -grained. P3@15' 16 1 I SM 18 20 P3 0' 1 Sandy Silt, firm, moist, olive brown, fine- to medium -grained. 10 22 24 I'VIL - P3@25' 1 26 28 30 P3@30' 15 32 34 Figure A11, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P3, Page 1 of 2 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .-. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 r W BORING P3 Z o DEPTH SAMPLE O OJ 15 SOIL Ow; ~ Q y Z Ii � I. - INNo FEET p z cwss ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 T LU0v o a ~ W to J =O (USCS) — W W m O 0 O EQUIPMENT HOLLOW STEM AUGER BY: JS IL of o V MATERIAL DESCRIPTION P3@35' NIL - stiff 36 38 40 =,:.. - - - = Gravelly Sand, well -graded, dense, slightly moist, brown, fine- to coarse -grained, gravel. 42 = Sw 44 - Total depth of boring: 45.5 feet r Fill to 2 feet. No groundwater encountered. Percolation testing performed. Backfilled with soil cuttings and tamped. *Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. NOTE: The stratification lines presented herein represent the approximate boundary between earth types; the transitions may be gradual. Figure A11, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P3, Page 2 of 2 ❑ ... SAMPLE SYMBOLS SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE 0 ... CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 W BORING P2 Zw; DEPTH } O F SOIL 95U L H Z LL U ^ o_ W F IN SAMPLE NO. Z CLASS ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 Q V, � � Z LL Ui o a Z D F FEET = E =O (USCS) — Wco O ZULI W� o v 20 O EQUIPMENT HOLLOW STEM AUGER BY: JS 0. Coo v MATERIAL DESCRIPTION 0 CONCRETE: 6" ARTIFICIAL FILL 2 Silty Sand, medium dense, moist, brown, fine- to medium -grained. ALLUVIUM Sand with Silt, loose, moist, brown, fine-grained, some medium -grained. 4 P2@5' 4. SP-SM - increase in silt 5 6 - 8 Sand, well -graded, loose, slightly moist, brown, trace fine gravel. 10 P2@10' Sw 12 14 :• - - - ------------Y--.----------------- Sand and Silt, soft, moist, yellowish brown, fine aired. P2@15' 16 18 SP-SM 20 P2@20, 22 -- ------------------------------------------------ Silty Clay with Sand, soft, moist, yellowish brown, fine-grained. 24 P2@25' 5 26 28 30 P2@30' 7 32 34 Figure A10, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P2, Page 1 of 2 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) 0 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 }UJI BORING P2 k 0 o DEPTH SAMPLE 00 Q SOIL F Z li in Z ly W _ IX I Z IN FEET No O z CLASS ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 — F- o a W J =O (USCS) W W m v O EQUIPMENT HOLLOW STEM AUGER BY: JS a o V MATERIAL DESCRIPTION P2@35' Sandy Silt with Clay, firm, moist, yellowish brown, fine- to medium -grained. I 36 - 38 40 P2@40' 1.9 - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Gravelly Sand with Cobbles, well -graded, dense, moist, brown, fine- to - - - --- 42 - _ coarse -grained, gravel. 44 Total depth of boring: 45.5 feet Fill to 2.5 feet. No groundwater encountered. Percolation testing performed. Backfilled with soil cuttings and tamped. Surface patched. *Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. NOTE: The stratification lines presented herein represent the approximate boundary between earth types; the transitions may be gradual. Figure A10, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P2, Page 2 of 2 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE: OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 W BORING P1 Z W DEPTH } O F- Q SOIL O — U I- Z LL U^ W 0 (- IN SAMPLE No. JO = z CLASSELEV. (MSL.) - - DATE COMPLETED 03/30/2022 Q Z LL o a Z D P FEET F O (USCS) WWm �v 20 O EQUIPMENT HOLLOW STEM AUGER BY: JS 0. `" v MATERIAL DESCRIPTION 0 CONCRETE:4.5" SAND: 2" ARTIFICIAL FILL 2 Sand with Silt to Silty Sand, medium dense, moist, brown, fine- to medium -grained, some concrete fragments, clay pipe fragments. ALLUVIUM SP-SM 4 Sand with Silt, loose to medium dense, moist, light brown, very fine- to ---- fine-grained --------------------------- P1 - 6 Sand, poorly graded, loose, slightly moist, brown, fine- to medium -grained. 8 - SP 10 P1@10' - medium dense, medium- to coarse -grained I 12 -- - - - ----------------------------- Sand, well -graded, medium dense, slightly moist, brown, some fine gravel (to 14 ) Pl@15' 15 16 SW 18 20 P 1 0' @2 ---- ----y Silty ----- y----------------- Sand Clay, soft, moist, yellowish brown, fine-grained. --- 8 - - - - - - - 22 24 CL Pl@25' 4 26 28 ---- ------------ - - - -- - - - Silty Clay, soft, moist to wet, yellowish brown CL-ML 30 Pl@30' Io 32 34 I [ , : Figure A9, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P1, Page 1 of 2 SAMPLE SYMBOLS pEl SAMPLING UNSUCCESSFUL � .., STANDARD PENETRATION TEST � ... DRIVE SAMPLE (UNDISTURBED) 99 ... DISTURBED OR BAG SAMPLE Q .., CHUNK SAMPLE t .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDTIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 } BORING P1 ow: o DEPTH SAMPLE 0Q SOIL Z LL Z LL W IN FEET No O Z CLASSELEV. (MSL.) - - DATE COMPLETED 03/30/2022 � Cn o a D w J =O (USCS) W W m �- ZO O EQUIPMENT HOLLOW STEM AUGER BY: JS a o V MATERIAL DESCRIPTION P 1 @35' Sandy Silt with Clay, soft, moist, yellowish brown, fine-grained. 4 36 ML 38 - ---- -------------- Silty Clay and Sand, loose to soft, moist. CL-ML 40 Pl@40' I -. _. __-_cobbles_androcks______ ___ __________-7 42 Gravelly Sand with Cobbles, well -graded, medium dense, moist, brown, - — gravel and cobble fragments (to 2'). 44 Pl@45' 46 - SW 48 50 P1@50' = - cobble fragments (to 3") 50 (5") 52 54 - increase in medium- to coarse-grainedTotal depth depth of boring: 55.5 feet. Fill to 2.5 feet. No groundwater encountered. Backfilled to 45 feet. Percolation testing performed. Backfilled with soil cuttings and tamped. Surface patched. *Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. NOTE: The stratification lines presented herein represent the approximate LL boundary between earth types; the transitions may be gradual. I Figure A9, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P1, Page 2 of 2 SAMPLE SYMBOLS p❑ • SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ...DRIVE SAMPLE (UNDISTURBED) Q99 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 W BORING 7 Z W ; DEPTH SAMPLE } O F 3 SOIL O —U H Z LLU^ a (n Z LL w 0 � F Z IN FEET NO O Z CLASSELEV. (MSL.) DATE COMPLETED 05/29/2018 F_ co UJI o a J =O (USCS) W W m > v 20 O EQUIPMENT HOLLOW STEM AUGER BY: PZ a v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to coarse -grained, fine to coarse gravel. 2 1- -T ALLUVIUM 4 Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some fine gravel. 137@5' :I I 48 6 1- -1- 8 T_ 1 - decrease in silt content, trace coarse -grained 10 137@10' _� F"� 24 1 " I SM 12 T_ 1 14 _I t 1 j - .1 "� 1 - increase in silt content, fine-grained B7@15' 1 F- _ 111.0 (i. 16 _ 1. 1 18 -1 � 1- 1 2010 I Total depth of boring: 20.5 feet. Fill to 3 feet. No groundwater encountered. Backfilled with soil cuttings and tamped. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A7, A9799-88-01 BORING LOGS.GPJ Log of Boring 7, Page 1 of 1 SAMPLE SYMBOLS pl El SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) Q99 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE COND17FIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS ANDTIMES. GEOCON PROJECT NO. A9799-88-01 } W BORING 8 Zp W DEPTH SAMPLE U' OJ 3 SOIL ~ Q y Z LL w o Z IN NO O Z clAss ELEV. (MSL.) DATE COMPLETED 05/29/2018 � � o - W FEET J =O (USCS) W W m ZO O EQUIPMENT HOLLOW STEM AUGER BY: PZ 0. o V MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to coarse -grained, fine gravel. 2 1 ALLUVIUM Silty Sand, loose, slightly moist, brown, fine-grained. - B8Cv3' 1 �- �. 16 112.0 8.5 4 . 1I SM 6 medium dense, fine- to medium -grained B8@6' 1t 13 116.0 3.5 8 ICI" increase in silt content 14 104.3 11.2 10 I Total depth of boring: 10 feet. Fill to 1.5 feet. No groundwater encountered. Backf led with soil cuttings and tamped. Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. Figure A8, A9799-88-01 BORING LOGS.GPJ Log of Boring 8, Page 1 of 1 SAMPLE SYMBOLS p❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) Q99 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS ANDTIMES. GEOCON Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK IN V IDS' 1'?IIEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 C) CTTV VJ Q U Q z Q ''z^^ vJ mow/ Lii LO Lid 06 r No. Date Description IC— G W rZ) �./ U Lu 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0. ARcy�TF' LL G��SED �J � N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 F' �9TF OF r O CAA_�F��\ License Stamp o GEOTECHNICAL REPORT COPYRIGHT AO�88   City Council  23 – 58 12/6/2022   WATER ADDED AT 2 KSF 0 B3@7' 2 4 O 6 0 C B6@7, U 0 2 i 4 0 B2@1 ' 2 4 6 .1 .2 .3 .4 .5 .6 .7 .8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) G-E O IC ON ., TC1(1" E , S T I ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA:J CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88•.01 FIG. B3 WATER ADDED AT 2 KSF 0 B3@1 ' 2 4 O CU 0 B5@1 ' O C 2 U4 41 ^L' W 0 B3@1 ' 2 4 .1 .2 .3 .4 .5 .6 .7 .8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GE O IC ON W E 71 'I N" : C. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA:J CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88•-01 FIG. B4 7.0 -7- SAMPLE SOIL TYPE DRY INITIAL FINAL DENSITY MOISTURE (%) MOISTURE: (%) B1 @ 0-5' SM 115.5 9.1 15.8 6.0 B8 @ 3' SM 112.6 15.5 18.6 B3 @ 5' SM 107.6 13.1 18.6 rrLL 5.0 VJ ... z � 4.0 ^C i B3@5' �--+ B8 @ 3' 3.0 ^�oll W B8@3' VJ B3@5' v' 2.0 B1 @ 0-5' B8@3' 1.0 - ' B3@5' B1 @ 0-5': PHI = 29 DEGREES; C = 390 PSF B8 @ 3': PHI = 29 DEGREES; C = 490 PSF B3 @ 5% PHI = 33 DEGREES; C = 150 PSF 0 0 1.0 2.0 3.0 4.0 5.0 6.0 Normal Pressure (KSF) • Direct Shear, Saturated GE OC Ord W E" S T I 11 C. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE:, CA 92614 PHONE (949) 491-6570 IT DRAFTED BY: PZ CHECKED BY: JTA DIRECT SHEAR TEST RESULTS MIXED -USE DEVELOPMIENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-•01 FIG. B1 WATER ADDED AT 2 KSF 0 B2@5' 2 4 O CU 0 B3@5' O C 2 C) 4 ^2 W 0 B5@5' 2 4 6 1 .2 .3 .4 .5 .6 .7.8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOCON" W E' S T, I 1T C. ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE:, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 20227 PROJECT NO. A9799-88--01 FIG. B2 I�,��,I•1��1 APPENDIX B LABORATORY TESTING Laboratory tests were performed in accordance with generally accepted test methods of the "American Society for Testing and Materials (ASTM)", or other suggested procedures. Selected samples were tested for direct shear strength, consolidation and expansion characteristics, corrosivity, in -place dry density and moisture content. The results of the laboratory tests are summarized in Figures Bl through B9. The in -place dry density and moisture content of the samples tested are presented on the boring logs, Appendix A. PROJECT NO. A9799-88-01 Ir BORING P4 Z k o DEPTH SAMPLE 00 Q 3 SOIL O Z a Q y Cl) LLL W _ F- Z IN FEET NO 0 0 Z CLASS ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 - F V o a ~ w rn J =O (USCS) W W m v M O EQUIPMENT HOLLOW STEM AUGER BY: JS a O MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist to moist, brown, fine- to 2 medium -grained. �_-- ALLUVIUM 4 - i a I slight Silty Sand, loose, ly moist, brown, fine- to medium -grained. - P4c5' 7 6 _�-I ��I SM 8 10 P4@10' 1 _1�"- I - fine- to medium -grained interbed 6 12 " -- - - - - - - Sand, well -graded, dense, slightly moist, brown, fine to coarse grained, trace 14 fine gravel. P4@l 5' 32 16 18 Sw 20 P4@20' - fine to medium gravel 34 22 24 P4 a 25' C ;r:�':. --- -----y----�----�-g Y-------------- Gravell Sand well- aded dense sli htl moist brown fine to coarse --- 37 --- --- 26 ,c:° gravel, some cobbles. 1 28 OvevY�• 30 P4@30' vo °:°D 15 32 34 Figure Al2, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P4, Page 1 of 2 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL 91 ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. GEOCON PROJECT NO. A9799-88-01 r W BORING P4 W: DEPTH SAMPLE '9 2 Q � SOIL o ~ z LL � Q ip _ Z _7 W ~ z IN FEET NO. O O z CLASS ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 F cn LU o a ~ w � J =O (USCS) - W W _J v O 0 EQUIPMENT HOLLOW STEM AUGER BY: JS a O MATERIAL DESCRIPTION P4@35' • • •. • : - - - mterbed --clay------------------------- - 7 - - - - - - - 36 Sandy Silt, soft, moist, yellowish brown, fine- to medium -grained. 38 P4 a 40' Silty Sand with Clay,medium dense moist yellowish brown fine- to 19 medium -grained. 42 SM 44 Pa@,a5' -- fl -- --- -----------------------.---------- Sand with Gravel, poorly graded, very dense, moist, hght brown, fine- to --- 50 (6') --- --- 46 0 - medium -grained, fine to coarse gravel. 48 a 50 Q SP P4@50' -O - no recovery 32 "o 52 v--- O 54 -a - . o . Total depth of boxing: 55.5 feet Fill to 3 feet. No groundwater encountered. Backfilled to 40 feet. Percolation testing performed. Backfilled with soil cuttings and tamped. *Penetration resistance for 140-pound hammer falling 30 inches by auto -hammer. NOTE: The stratification lines presented herein represent the approximate boundary between earth types; the transitions may be gradual. Figure Al2, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P4, Page 2 of 2 SAMPLE SYMBOLS • SAMPLING UNSUCCESSFUL 11 ... STANDARD PENETRATION TEST ... DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE Q ...CHUNK SAMPLE 1 ... WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. Geocon Project No. A9799-88-01 June 7, 2022 G E O C O N Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D* OAK IN VES"1'IMENJ'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF Ir- 0 CV d� Q U Q Z Q Q Z U) F w moW / L.L U) w r Ln 06 r W No. Date Description CH G W �ZD v ) U LU 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARc1.1 LL G��SED ,1/ ` 31 No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF C) CA�� License Stamp o GEOTECHNICAL REPORT I COPYRIGHT AO-89   City Council  23 – 59 12/6/2022   SUMMARY OF LABORATORY POTENTIAL OF HYDROGEN (pH) AND RESISTIVITY TEST RESULTS CALIFORNIA TEST NO. 643 Sample No. pH Resistivity (ohm centimeters) 131 @ 0••5' 8.7 1556 (Corrosive) SUMMARY OF LABORATORY CHLORIDE CONTENT TEST RESULTS EPA NO. 325.3 Sample No. 131 @ 05' Chloride Ion Content (%) 0.018 SUMMARY OF LABORATORY WATER SOLUBLE SULFATE TEST RESULTS CALIFORNIA TEST NO. 417 Sample No. Water Soluble Sulfate (% SO4) Sulfate Exposure* 131 @ 0-5' 0.001 s0 * Reference: 2019 California Building Code, Section 1904.3 and ACI 318-19 Chapter 19 GEOCON W .E S T.", I N C .- ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA CORROSIVITY TEST RESULTS MIXED -USE DEVELOPMIENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88_01 FIG. B9 WATER ADDED AT 2 KSF 0 P3@4 ' 2 4 0 6 :1-0 CU ' 0 P2@4 ' 0 2 U4 C U2 6 L.L 0 P3@4 ' 2 4 6 .1 .2 .3 .4 .5 .6 .7 .8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOCON$0 W 1E S- T., I N ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE:, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TIH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 1 PROJECT NO. A9799-88-01 FIG. B7 SUMMARY OF LABORATORY EXPANSION INDEX TEST RESULTS ASTM D 4829-11 Sample No. Moisture Content % Dry Density (pcf) Expansion Index *UBC Classification **CBC Classification Before After 61 @ 0-5' 7.8 12.4 117.5 1 Very Low Non -Expansive * Reference: 1997 Uniform Building Code, Table 18-1-B. ** Reference: 2019 California Building Code, Section 1803.5.3 SUMMARY OF LABORATORY MAXIMUM DENSITY AND AND OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557-12 Sample No. Soil Description Maximum Dry Density (pcf) Optimum Moisture (%) B1 @ 0-5' Brown Silty Sand 130.3 7.4 GEOCOr W :E S T„ I" N IC`. 1140 ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE:, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA LABORATORY TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 1 PROJECT NO. A9799-88-01 FIG. 138 WATER ADDED AT 2 KSF 0 B6@1 ' 2 4 0 c� 0 B3@1 ' 0 C 2 U4 C U L 0 B3@2 ' 2 4 6 1 .2 .3 .4 .5 .6 .7 .8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOCOTq MST 1N . -50 ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA:::] CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. B5 WATER ADDED AT 2 KSF 0 B3@2 ' 2 4 O 6 -1-0 N _0 0 133@3 ' O U) C 2 U4 4-1 U6 2 L.L. 0 P4@4 ' 2 4 6 1 .2 .3 .4 .5 .6 .7 .8.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOC N, WE S T, I N 'C J ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA:::] CONSOLIDATION TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. B6 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK IIIVES"1'NAEN i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF N Q U Q z Q Q z U) F_ W W U) LU V_ L0 06 LO V_ It W Wh No. Date Description H_C G 120 �ZD v ) U L 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCy'lTF LL c��SE0 �0 N N No. C29795 RENEWAL DATE 04 AUGUST 31, 2023 1 9j�, of CD CA`\�o�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT AO-90   City Council  23 – 60 12/6/2022   Eilar Associates, Inc. Acoustical and Environmental Consulting Services size trucks, and large trucks on 4th Street during the measurement period. After a 15-minute continuous sound level measurement, there was no change in the LEQ and results were then recorded. The measured noise level and related weather conditions are shown in Table 2. L, Table 2. On -Site Noise Measurement Conditions and Results �mm Date Friday, April 8, 2022 Time 10:00 a.m. -10:15 a.m. Conditions Sunny skies, winds at 4 mph, temperature in the low 90s, with low humidity Measured Noise Level 65.2 dBA LEQ 3.1.3 Calculated Noise Level Noise levels were calculated for the site using the methodology described in Section 4.1 for the location, conditions, and traffic volumes counted during the noise measurements. The calculated noise levels (LEQ) were compared with the measured on -site noise level to determine if adjustments or corrections (calibration) should be applied to the traffic noise prediction model. Adjustments are intended to account for site -specific differences, such as reflection and absorption, which may be greater or lesser than accounted for in the model. The measured noise level of 65.2 dBA LEQ at: approximately 30 feet north of the 4th Street centerline and approximately 45 feet east of the Mortimer Street centerline was compared to the calculated (modeled) noise level of 63.0 dBA LEQ for the same conditions and traffic flow. According to the Federal Highway Administration's Highway Traffic Noise: Analysis and Abatement Guide (see reference), a traffic noise model is considered validated if the measured and calculated noise impacts differ by three decibels or less. No adjustment was deemed necessary to model future noise levels for this location as the difference between the measured and calculated levels was found to be less than three decibels. The traffic noise model is assumed to be representative of actual traffic noise that is experienced on site. This information is shown in Table 3. Table 3. Calculated versus Measured Traffic Noise Data Location Calculated Measured Difference Correction 30' north of 4th Street centerline and 63.0 dBA LEQ 65.2 dBA LEQ 2.2 dB None Applied 45' east of Mortimer Street centerline 3.2 Future Noise Environment 3.2.1 Railway Noise Sources The overall future noise environment at the project site will be primarily made up of traffic noise from 4th Street and 5th Street, with additional impacts from the proposed OC Streetcar located adjacent to the project site. The proposed OC Streetcar line will runt along 4th Street west of Mortimer Street, and will run along Mortimer Street north of 4th Street. The centerline of the tracks is located approximately 39 feet west of the west facade of Building B. According to the. Noise and Vibration Technical Report prepared for the OC Streetcar project (see reference), there will be 1.64 daytime and 32 nighttime streetcar operations per day. On average, there will be approximately eleven streetcar operations per hour during daytime hours and approximately four streetcar operations per hour during nighttime hours. Eilar Associates, Inc. Acoustical and Environmental Consulting Services are considered equivalent for purposes of this analysis. These metrics are used to express noise levels for both measurement and municipal regulations, for land use guidelines, and for enforcement of noise ordinances. 2.1 Project Description The proposed project, 4th and Mortimer, consists of the demolition of existing onsite structures and the construction of a mixed -use development to contain 169 residential units. The provided common outdoor use areas include a ground -level courtyard, third -floor pool deck, and seventh -floor roof deck. Small private balconies are also proposed for select units. For further details, please refer to the project plans, provided as Appendix A. 2.2 Project Location The project site is located at the northeast and northwest corners of 4th Street and Mortimer Street in the City of Santa. Ana, California. The Assessor's Parcel Numbers (APNs) for the property are 398-325-01 and 398- 330-01 through 398-330-10. The project location is shown on the Vicinity Map, Figure 1, following this report. An Assessor's Parcel Map, Satellite Aerial Photograph, and Topographic Map of this area are also provided as Figures 2 through 4, respectively. 2.3 Applicable Noise Regulations The proposed project must meet the acoustical requirements of the City of Santa Ana in order to obtain approval. The City of Santa Ana Noise Element to the General Plan states that exterior noise levels at: common outdoor use areas of multi -family residential properties should not exceed 65 CNEL; private outdoor use areas of multi -family properties are not required to meet noise limits. Additionally, the City of Santa Ana and State of California require interior noise levels not exceeding 45 CNEL in habitable space. The State of California also requires that nonresidential developments demonstrate compliance with the requirements of the California Green Building Standards Code (known as CALGreen). CALGreen states that; if noise level readings of 65 dBA LEQ or greater are documented at the proposed project site, the project must either (a) incorporate wall and roof/ceiling assemblies with a composite STC rating of at least 50 and exterior windows with an STC 40, or (b) provide an acoustical analysis documenting interior noise levels do not exceed 50 dBA in occupied areas during any hour of operation. This report provides the performance method analysis described in Item (b). The California State Building Code Section 1206 requires that the Sound Transmission Class (STC) rating of common wall assemblies separating residential units have a minimum laboratory rating of STC 50. The same STC requirement applies for floor/ceiling assemblies, and an added requirement dictates that the Impact Insulation Class (11C) rating of the floor/ceiling assembly is a minimum laboratory rating of IIC 50. Pertinent sections of the City of Santa Ana Noise Element to the General Plan, CALGreen, and California Building Code are provided as Appendix B. Acoustical Analysis Report for 4th and Mortimer • Job # S2204114 • July 18, 2022 Page 4 Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 2 Eilar Associates, Inc. AcousticalondEnWronmental Consulting Services Calculations were performed using the CREATE Freight Noise and Vibration Model (see reference) to determine the noise impacts from train traffic on the project site. With the current peak rail volumes detailed above, the railway noise level was calculated to be approximately 62 LDN at the west facade of Building B. Please refer to Appendix D for additional information. 3.2.2 Roadway Noise Sources The future traffic volumes for surrounding roadways were not provided by the City of Santa Ana; therefore, future (year 2050) traffic volumes were calculated by applying a fairly conservative projected annual growth rate of one percent (1%) to existing volumes. In the vicinity of the project site, the traffic volumes of 4th Street and 5th Street are expected to increase to 16,816 ADT and 8,102 ADT, respectively. The same truck percentages from the current traffic volumes were used for future traffic volume modeling. For further roadway details and projected future ADT traffic volumes, please refer to Appendix C: CadnaA Analysis Data and Results. Future combined traffic and rail noise contours; were calculated at ground level and show that future combined traffic and rail noise impacts to the entire project site are expected to be between approximately 64 and 72 CNEL. For a graphical representation of these contours, please refer to Figure 6: Site Plan Showing Future Combined Traffic and Rail CNEL Contours and Noise Measurement Location. 4.0 Methodology and Equipment 4.1 Methodology 4.1.1 Field Measurement Typically, a "one -hour" equivalent sound level measurement (LEQ, A -Weighted) is recorded for at least one noise -sensitive location on the site. During the on -site noise measurement, start and end times are recorded, vehicle counts are made for cars, medium trucks (double-tires/two axles), and heavy trucks (three or more axles) for the corresponding road segment(s). Supplemental sound measurements of one hour or less in duration are often made to further describe the: noise environment of the site. For measurements of less than one hour in duration, the measurement time is long enough for a representative traffic volume to occur and the noise level (LEsQ) to stabilize. The vehicle counts are then converted to one - hour equivalent volumes by using the appropriate multiplier. Other field data gathered includes measuring or estimating distances, angles -of -view, slopes, elevations, roadway grades, and vehicle speeds. This data is checked against the available maps and records. 4.1.2 Railway Noise Calculation The evaluation of a site's exposure to railway noise requires the consideration of the distance from -the site to the railroad track centerline, the number of diesel and electric trains in both directions during an average 24- hour day, the fraction of trains that operate during the night, the average number of diesel locomotives, the average length of each train, the average train speed past the site, the rail types, and whether the site is nearby crossings where train whistles or horns are sounded. Railway calculations were calculated using the CREATE Rail Noise Model, developed by Harris Miller Miller & Hanson (see reference), which uses Federal Transportation Administration (FTA) procedures. These calculations were then incorporated into a CadnaA noise model, which was calibrated. Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 5 Eilar Associates, Inc. Acoustical and Environmental Consulting Services 3.0 Environmental Setting 3.1 Existing Noise Environment 3.1.1 Roadway Noise Sources The current primary noise sources in the vicinity of the project site are traffic noise from 4th Street and 5th Street. No other noise source is considered significant. Current traffic volumes are given based on information provided in the City of Santa Ana Traffic Census (see reference). 4th Street is a two-lane, two-way Secondary Arterial running east -west along the southern boundary of the project site. The posted speed limit is 35 mph. According to The City of Santa Ana Traffic Census 2017 counts, 4th Street currently carries a traffic volume of approximately 12,109 Average Daily Trips (AD1) in the vicinity of the project site. 5th Street is a two-lane, two-way Secondary Arterial running east -west along the northern boundary of the project site. No speed limit was observed to be posted in the vicinity of the project site; however, based on neighboring and surrounding land use, roadway classification, professional experience, and on -site observations, a speed limit of 35 mph was assumed. According to The City of Santa Ana Traffic Census 2017 counts, 5th Street currently carries a traffic volume of approximately 5,834 ADT in the vicinity of the project site. No current or future truck percentages were available for roadways in the vicinity of the project site. However, based on neighboring and surrounding land use, roadway classification, professional experience, and on -site observations, a truck percentage mix of 0.5% medium and 0.5% heavy trucks was used for 4th Street and 5th Street. Current and future (See Section 3.2) traffic volumes and vehicle mixes for roadway sections near the project site are shown in Table 1. For more information, please refer to Appendix C: CadnaA Analysis Data and Results. Table 1. Overall Roadway Traffic Information I Roadway Name Speed Limit (mph) Vehicle Mix (%) Current ADT (2017) Future ADT (205�0) Medium Trucks Heavy Trucks 4th Street 35 0.5 0.5 12,109 16,816 5th Street 35 0.5 0.5 5,834 8,102 Current traffic noise contours were calculated at ground level and show that traffic noise impacts to the entire project site are between approximately 63 and 70 CNEL. For a graphical representation of these contours, please refer to Figure 5: Site Plan Showing Current Traffic CNEL Contours and Noise Measurement Location. 3.1.2 Measured Noise Level An on -site inspection and traffic noise measurement were made on the morning of Friday, April 8, 2022. The noise measurement was made using the methodology described in Section 4.1, at approximately 30 :Feet north of the 4th Street centerline and approximately 45 feet east of the Mortimer Street centerline. The noise measurement location is shown in Figures 5 and 6. Traffic volumes were recorded for automobiles, medium - Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 3 Figures 1. Vicinity Map 2. Assessor's Parcel Map 3. Satellite Aerial Photograph 4. Topographic Map 5. Site Plan Showing Current Traffic CNEL Contours and Noise Measurement Location 6. Site Plan Showing Future Combined Traffic and Rail CNEL Contours and Noise Measurement Location 7. Site Plan Showing Outdoor Use Receiver and Barrier Locations 8. Site Plan Showing Facade Receiver Locations Appendices A Project Plans B. Applicable Noise Regulations C. CadnaA Analysis Data and Results D. Railway Noise Analysis and Results E. Sound Insulation Prediction Results F. Exterior -to -Interior Noise Analysis G. Recommended Products Eilar Associates, Inc. Acoustical and Environmental Consulting Services 1.0 Executive Summary The proposed project, 4th and Mortimer, consists of the demolition of existing onsite structures and the construction of a mixed -use development to contain 169 residential units. The project site is located at the northeast and northwest corners of 4th Street and Mortimer Street in the City of Santa Ana, California. The current and future noise environment primarily consists of traffic noise from 4th Street and 5th Street, with some impacts from the proposed OC Streetcar in the future environment. Future combined traffic and rail noise levels at building facades are expected to range from 47 CNEL at the courtyard of Building A to 72 CNEL at the south facade of Building B. The City of Santa Ana Noise Element to the General Plan states that exterior noise levels at common outdoor use areas of multi -family residential properties should not exceed 65 CNEL. Calculations show that; with a four -foot high sound barrier along the southern barrier of the Building B courtyard in place, exterior noise levels at the common outdoor use areas are expected to meet the exterior noise limit of 65 CNEL. Please refer to Figure 7 for a graphical representation of the required sound barrier location. The City of Santa Ana and the State of California require interior noise levels not exceeding 45 CNEL in habitable space. Calculations show that future noise levels on site are expected to exceed 60 CNEL at most building facades; therefore, interior noise levels may exceed 45 CNEL within units without appropriate design features in place. Calculations show that with typical exterior wall assemblies, exterior glazing with an STC rating of 28, and mechanical ventilation in all units, all interior residential space is expected to comply with City of Santa Ana and State of California noise requirements. Additionally, with proposed exterior wall construction and standard commercial glazing in place, exterior noise levels in non-residential spaces are expected to meet the noise limits of the City of San Diego Noise Element to the General Phan. Common wall and floor/ceiling assemblies recommended herein are expected to meet the minimum required ratings dictated by the State of California Building Code Section 1206 for Sound Transmission Class (STC) and Impact Insulation Class (IIC). These assemblies should be incorporated into project plans prior to building permit submittal. 2.0 Introduction This acoustical analysis report is submitted to satisfy the acoustical requirements of the City of Santa Ana and the State of California. Its purpose is to assess noise impacts from nearby roadway traffic to identify project features or requirements necessary to achieve noise levels of 65 CNEL at: outdoor use areas and 45 CNEL or less in interior residential space, in compliance with the noise regulations of the City of Santa Ana Noise Element to the General Plan, and noise levels of 50 dBA or less in nonresidential space in compliance with CALGreen. An evaluation of common wall and floor/ceiling assemblies is also provided. All noise level or sound level values presented herein are expressed in tens of decibels, with A -weighting to approximate the hearing sensitivity of humans. Time -averaged noise levels are expressed by the symbol LEQ for a specified duration. Unless a different time period is specified, LEQ is implied to mean a period of one hour. The Community Noise Equivalent Level (CNEL) is a calculated 24-hour weighted average, where sound levels during evening hours of 7 p.m. to 10 p.m. have an added 5 dB weighting, and sound levels during nighttime hours of 110 p.m. to 7 a.m. have an added 10 dB weighting. Tl:ds is similar to the Day -Night sound level, LDN, which is a 24-hour average with an added 10 dB weighting on the same nighttime hours but no added weighting on the evening hours. Sound levels expressed in CNEL are always based on A -weighted decibels. As LDN and CNEL are generally found to be within approximately 0.5 dB or less of one another, they Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 1 Einar Associates, Inc. ACOtiStiC01 and Environmental Consulting Services Table of Contents 1.0 Executive Summary 2.0 Introduction 2.1 Project Description 2.2 Project Location 2.3 Applicable Noise Regulations 3.0 Environmental Setting 3.1 Existing Noise Environment 3.2 Future Noise Environment 4.0 Methodology and Equipment 4.1 Methodology 4.2 Measurement Equipment 5.0 Impacts and Mitigation 5.1 Exterior 5.2 Interior 6.0 Conclusion 7.0 Certification 8.0 References Prepared for: LARD LLC Attention: Andrew Nelson 4199 Campus Drive, Suite 200 Irvine, California 92612 Phone: 949-733-2000 Prepared by: Filar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 Phone: 760-738-5570 info@ejimssociates.com Job # S220404 July 18, 2022 3 5 8 16 17 18 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF tltltltltltl� r O N Q U Q Z Q Q Z U) F LJJ LJJ U) LJJ LO Lid 06 LO tttttt■ No. Date Description CH G 120 �D v Ise uJ 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcN'lTF' LL G��SED N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 r 9TF OF �F C) C A� License Stamp o EXTERIOR ACOUSTICAL ANALYSIS REPORT COPYRIGHT AO�91   City Council  23 – 61 12/6/2022   Eilar Associates, Inc. Acoustical and Environmental Consulting Services floor/ceiling assemblies, and an added requirement dictates that the Impact Insulation Class (IIC) rating of the floor/ceiling assembly is a minimum laboratory rating of IIC 50. Further details regarding the evaluation of common wall and floor/ceiling assemblies are provided in Appendix E. The limitations and general recommendations listed in this section should also be taken into account in the construction of this building. Some assembly ratings were obtained from the California Department of Health Services Office of Noise Control Catalog of STC and IIC Ratings for Wall and Floor/Ceiling Assemblies (see reference), hereafter referred to as "Catalog." Wall Assemblies Wood -Framed One Hour -Rated Wall at Corridor (2/AD 22) In some locations where residential units are located adjacent to corridors, the following assembly is proposed: • Single layer of 5/8-inch-thick Type X gypsum board • 2-inch by 4-inch wooden studs, staggered on a 6-inch (minimum) bottom plate, spaced at 16 inches on -center • Fiberglass batt insulation in each cavity • Single layer of 5/8-inch-thick Type X gypsum board A laboratory STC test of this assembly was conducted by Owens Corning (Catalog section number 1.2.3.1.5.3) and achieved an STC rating of 46, which does not meet the California Building Code requirement for a minimum STC rating of 50. Therefore, the wood -framed one -hour corridor wall should be improved as follows: Improved Wood -Framed One -Hour -Rated Wall at Comdor (2/AD 22) • Double layer of 5/8-inch-thick Type X gypsum board (inner layer can be replaced with plywood where required for shear) • 2-inch by 4-inch wooden studs, staggered on a 6-inch (nih i um) bottom plate, spaced at 16 inches on -center • Fiberglass batt insulation in each cavity • Single layer of 5/8-inch-thick Type X gypsum board A laboratory test was performed by the National Research Council of Canada (test number TL-93- 226) for this wall assembly and achieved an STC rating of 52 and is therefore expected to meet the California Building Code requirement for a minimum STC rating of 50. Wood -Framed One Hour -Rated Part' Wall (3/AD 22) In some locations where residential units are located adjacent to one another, the following assembly is proposed: • Single layer of 5/8-inch thick Type X gypsum board • Double roar of 2-inch by flinch wooden studs, spaced at 16 inches on -center, separated by 1-inch gap • Fiberglass batt insulation in each cavity • Single layer of 5/8-inch thick Type X gypsum board Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 12 Eilar Associates, Inc. Acoustical and Environmental ConsuRing Services A laboratory test was performed by Riverbank Acoustical Labs (Catalog Section 1.2.4.1.5.4) for this wall assembly. The tested assembly achieved an STC rating of 57 and is therefore expected to meet the California Building Code requirement for a minimum STC rating of 50. The addition of layers of gypsum board on either side of the assembly is expected to increase the overall rating therefore, where a double layer of gypsum board is used on one or both sides of the parry wall (such as with the two-hour rated party wall [7/AD-221), the STC rating of the assembly would exceed STC 57. Metal -Framed One -Hour -Rated Part' Wall (11 /AD-22) In some locations where residential units are located adjacent to one another, the following assembly is proposed: • Double layer of 5/8-inch thick Type X gypsum board • Double row of 3-5/8-inch studs, spaced at 16 inches on -center, separated by 1-inch gap • Fiberglass batt insulation in each cavity • Single layer of 5/8-inch thick Type X gypsum board No specific sound test was available for this exact configuration, however, the above assembly was evaluated using INSUL, and was shown to have an STC rating of 65, which meets the California Building Code requirement for a minimum STC rating of 50. The addition of layers of gypsum board on either side of the assembly is expected to increase the overall rating; therefore, where a double layer of gypsum board is used on both sides of the parry wall (such as with the two -hour -rated party wall [15/AD-22]), the STC rating of the assembly would exceed STC 65. Thme Hour -Rated Fire Wall (1 /AD 25) The three-hour fire wall is proposed to be constructed as follows: • Single layer of 5/8-inch-thick Type X gypsum board • Single layer of plywood sheathing (where occurs) • Single row of 2-inch by flinch wooden studs, spaced at 16 inches on -center • Air gap, with fiberglass insulation in the air cavity • Single layer of 1-inch-thick Type X gypsum board • Single row of 2-1/2-inch CH studs, spaced at 16 inches on -center • Triple layer of 5/8-inch-thick Type X gypsum board • Air gap, with fiberglass insulation in the air cavity • Single row of 2-inch by 4-inch wooden studs, spaced at 16 inches on -center • Single layer of 5/8-inch-thick Type X gypsum board No specific sound test was available for this exact configuration; however, the interior three -hour -rated core stud with one side of the wood -framed furring wall assembly was evaluated using INSUL and was shown to have an STC rating of 66. Due to the complexity of the overall assembly, the entire assembly could not be evaluated using INSiUL, and therefore the contribution that the other wood -framed furring wall assembly would have on the STC rating of the overall assembly could not be evaluated. However, the addition of the wood - framed furring walls; is not expected to increase the STC rating of the assembly significantly, and therefore, a conservative STC rating of the above assembly is STC 66. This asserribly is expected to comply with the minimum STC requirements of the California Building Code as currently designed. Acoustical Analysis Report for 4th and Mortimer + Job # S220404 • July 18, 2022 Page 13 Eilar Associates, Inc. Acoustical and Environmental Consulting Services 5.2 Interior 5.2.1 Transportation Noise Sources Dwelling Units The State of California and the City of Santa Ana require buildings to be designed in order to attenuate, control, and maintain interior noise levels not greater than 45 CNEL in habitable space, as formulated in the City of Santa Ana Noise Element to the General Plan and the California Building Code, Section 1206.4. According to the U.S. EPA (see reference), current exterior building construction is generally expected to achieve at least 15 decibels of exterior -to -interior noise attenuation with windows opened. Therefore, proposed project building structures exposed to exterior noise levels greater than 60 CNEL could be subject to interior noise levels exceeding the 45 CNEL noise limit for residential habitable space. As exterior noise levels at most building facades exceed 60 CNEL, an exterior -to -interior analysis was performed for representative units to determine design considerations required to maintain compliant interior noise levels. The typical exterior wall assembly is proposed to be constructed as a 2-inch by 6-inch wood -framed assembly with stucco on the exterior, insulation in the cavity, and one layer of 5/8-inch thick Type X gypsum board on the interior. The typical exterior wall assembly was evaluated using INSUL and was shown to achieve an STC rating of 38. Please refer to Appendix E for additional information. The results of the exterior -to -interior noise analysis for interior habitable spaces are shown in Table 7, with acoustical recommendations made therein. For more information, please refer to Appendix F: Exterior -to - Interior Noise Analysis. Table 7. Interior Noise Levels of Representative Units Maximum Exterior Interior Noise Level (CNEL) Room Type Facade Impact STC Rating for Glazing Windows/ Windows/ (CNEL) Doors Open Doors Closed Living / Kitchen / Dining 72 28 60 42 Bedroom 72 28 61 41 As shown above, with proposed exterior walls and exterior glazing with a minimum STC rating of 28, interior noise levels will remain below 45 CNEL in all habitable space with windows and exterior doors closed. The sound rating of exterior glazing should be confirmed with the manufacturer prior to installation to confirm these STC rating requirements will be met. In instances where interior habitable space is exposed to noise levels greater than 45 CNEL with windows in the open position, appropriate means of air circulation and provision of fresh air must be present to allow windows to remain closed for extended intervals of time so that acceptable levels of noise can be maintained on the interior. As exterior noise levels are expected to exceed limits with windows and doors open at all units, mechanical ventilation will be required in all units. The proposed mechanical ventilation system shall meet the criteria of the California Mechanical Code, including the capability to provide appropriate ventilation rates. The ventilation system shall not compromise the sound insulation capability of the exterior wall or be dependent on ventilation through windows. Exterior door installation should include all-around weather -tight door stop seals and an improved threshold closure system. The additional hardware will improve the doors' overall sound reduction properties. The Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 10 Eilar Associates, Inc. Acoustical and Environmental Consulting Services transmission loss (TL) of an exterior door without weather -tight seals is largely a factor of sound leakage, particularly at the bottom of the door if excessive clearance is allowed for air transfer. By equipping exterior doors with all-around weather -tight seals and an airtight threshold closure at the bottom, a loss of up to 10 STC points can be prevented. Additionally, it is imperative to seal and caulk between the rough opening and the finished door frame for all doors by applying an acoustically resilient, non -skinning, butyl caulking compound. Sealant application should be as generous as needed to ensure effective sound barrier isolation. The same recommendation applies to any other penetrations, cracks, or gaps through the assembly. The OSI SC175 and the Pecora AC-20 FIR acoustic sound sealants are products specifically designed for this purpose. For additional information on these products, please refer to Appendix G: Recommended Products. The proposed habitable spaces were analyzed for interior noise impacts. With the proposed exterior walls and exterior glazing with a minimum STC rating of 28 in place, interior noise levels will remain below 45 CNEL in all habitable space with windows and exterior doors closed. As exterior noise levels are expected to exceed Emits with windows and doors open in all units, mechanical ventilation will be required for all units. With these project design features in place, all interior residential space will comply with City of Santa Ana and California Building Code noise requirements. Nonresidential Spaces CALGreen also requires buildings to be designed in order to attenuate, control, and maintain interior noise levels not greater than 50 dBA LEQ peak hour in nonresidential space. For the purposes of this analysis, dBA LEQ peak hour is considered equivalent to CNEL. According to the U.S. EPA (see reference), current exterior building construction is generally expected to achieve at least 15 decibels of exterior -to -interior noise attenuation with windows opened. Therefore, proposed project building structures exposed to exterior noise levels greater than 65 CNEL could be subject to interior noise levels exceeding the 50 CNEL noise limit for nonresidential habitable space. The typical exterior wall assembly was evaluated as detailed above; proposed windows were evaluated as f- inch -thick dual -glazed windows, and doors were evaluated as 1/4-inch single pane glass doors for a conservative analysis of standard commercial glazing. Please refer to Appendix E for additional information. The results of the exterior -to -interior noise analysis for worst -case nonresidential spaces are shown in Table 8. For more information, please refer to Appendix F: Exterior -to -Interior Noise Analysis. - EU 7 I Table 8. Interior Noise Levels of Nonresidential Space Room Maximum Exterior Facade Interior Noise Level Impact (CNEL) (CNEL) Worst -Case Nonresidential Space 72 41 As shown above, with the anticipated exterior wall assembly and standard commercial glazing, interior noise levels in nonresidential space will comply with CALGreen requirements. 5.2.2 Unit -to -Unit Noise Transmission Another source of noise that may affect residential units in multi -family buildings is unit -to -unit noise transmission. The California State Building Code Section 1206 requires that the Sound Transmission Class (STC) rating of common wall assemblies separating residential units or separating residential units from common areas have a minimum laboratory rating of STC 50. The same STC requirement applies for Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 11 Eilar Associates, Inc. Acoustical and Environmental Consulting Services 5.0 Impacts and Mitigation 5.1 Exterior 5.1.1 Outdoor Use Areas As per the City of Santa Ana Noise Element to the General Plan, exterior noise levels at common outdoor use areas should not exceed 65 CNEL for residential areas. The proposed common outdoor use areas on site include courtyards at both buildings and a roof deck on the seventh floor of Building A. Common outdoor use areas were evaluated to determine if noise levels exceed 65 CNEL. Future combined traffic and rail noise levels for the common outdoor use area are shown in Table 4, and take into account the shielding provided by the proposed buildings on site. Receivers were placed at a height of 3.5 feet above grade, to approximate the height of a seated person. The receiver locations are shown in Figure 7. Table 4. Future Exterior Noise Levels at Common Outdoor Use Areas Receiver Location Noise Limit (CNEL) Exterior Noise Level (CNEL) OU1 Building A — 7th Floor Roof Deck 65 56 OU2 Building A — 3rd Floor Courtyard/Pool Deck 65 53 OU3 Building B — Courtyard 65 68 OU4 Building B — Dog Park 65 63 As shown in Table 4, exterior noise levels at the common outdoor use areas are expected to exceed the noise limit of 65 CNEL at the Building B courtyard as currently designed. Therefore, a 4-foot barrier wall was incorporated along the southern boundary of the Building B courtyard to reduce noise levels at outdoor use areas. Please refer to Table 5 for mitigated none levels at outdoor use areas, and Figure 7 for barrier locations. Table 5. Future Exterior Noise Levels at Common Outdoor Use Areas — with 4-foot Barrier Noise Limit Exterior Noise Receiver Location (CNEL) Level (CNEL) OU3 Building B — Courtyard 65 65 As shown in Table 5, with the 4-foot sound barrier in place along the southern boundary of the Building B courtyard, exterior noise levels at the common outdoor use areas are expected to meet the exterior noise limit of 65 CNEL. A sound attenuation wall should be solid and constructed of masonry, wood, plastic, fiberglass, steel, or a combination of those materials, with no cracks or gaps, through or below the wall. Any seams or cracks must be filled or caulked. If wood is used, it can be tongue and groove and must be at lease; 7/8-inch thick or have a surface density of at least 3-1/2 pounds per square foot. Where architectural or aesthetic factors allow, glass or clear plastic may be used on the upper portion, if it is desirable to preserve a view. Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 5.1.2 Building Facades Page 8 Eilar Associates, Inc. Acoustical and Environmental Consulting Services Future combined traffic and rail noise impacts were calculated for all project building facades. Future noise levels at the building facades are expected to range from 47 CNEL at the courtyard of Building A to 72 CNEL at the south facade of Building B. Calculation results are shown in Table 6, and receiver locations are shown graphically in Figure 8. Table 6. Future Exterior Noise Levels at Building Facades Building Receiver Direction Future Exterior Noise Level (CNEL) Floor 1 Floor 2 Floor 3 Floor 4 Floor 5 Floor 6 Floor 7 F1 West 62 62 63 63 62 62 62 F2 West 70 70 69 68 67 67 66 F3 South 72 71 70 69 68 68 67 F4 South 72 71 70 -- -- -- -- F5 South 72 71 70 69 68 68 67 A F6 East 68 68 68 67 66 66 65 F7 East 65 65 65 65 64 64 63 F8 East 66 66 65 65 64 -- F9 North 69 68 67 66 65 -- F10 Courtyard -- -- 62 65 64 64 63 Fll Courtyard -- -- 47 52 59 59 59 F12 Courtyard -- -- 62 65 64 64 63 F13 North 68 68 67 67 66 -- -- F14 West 67 67 67 66 66 -- -- F15 West 65 66 66 65 65 -- -- F16 West 64 65 65 65 65 -- -- F17 West 70 69 69 68 68 -- -- F18 South 72 71 70 69 68 -- -- B F19 Courtyard 69 69 68 68 67 -- -- F20 Courtyard 65 66 66 66 65 -- -- F21 Courtyard 69 69 68 68 67 -- -- F22 South 72 71 70 69 68 -- -- F23 East 68 68 68 68 67 -- -- F24 East 64 65 65 65 65 -- -- Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 9 Eilar Associates, Inc. Acoustical and Environmental Consulting Services 4.1.3 Roadway Noise Calculation The Traffic Noise Model (I'NM) calculation protocol in CadnaA Version 2022 (based on the methodology used in TNM Version 2.5, released in February 2004 by the U.S. Department of Transportation) was used for all traffic modeling in the preparation of this report. Using the TNM protocol, the CNEL is calculated as 9.2% of the ADT for surrounding roadways, based on the studies made by Wyle Laboratories (see reference). Future CNEL is calculated for desired receptor locations using future road alignment, elevations, lane configurations, projected traffic volumes, estimated truck mixes, and vehicle speeds. Noise attenuation methods may be analyzed, tested, and planned with TNM, as required. In order to determine the estimated traffic volumes of roadways during the traffic noise measurement made on site for model calibration, the approximate percentage of the Average Daily Trips (ADT) value for the time period in which the measurement is made is incorporated into the traffic model. These percentages were established in a study performed by Katz-Okitsu and Associates, Traffic Engineers (see reference). For purposes of calibrating the CadnaA TNM, 5.3% of the ADT values for the current environment were used in calculations (for roadways that were not manually counted) to account for traffic between the hours of 10 a.m. and 11 a.m. in the vicinity of the project site. 4.1.4 Exterior -to -Interior Noise Analysis The State of California and the City of Santa Ana require buildings to be designed in order to attenuate, control, and maintain average interior noise levels not greater than 45 CNEL in residential space, as formulated in the California Building Code, Section 1206.4 and the City of Santa Ana Noise Element to the General Plan. Contemporary exterior building construction is expected to achieve at least 15 decibels of exterior -to -interior noise attenuation with windows opened, according to the U.S. Environmental Protection Agency Office of Noise Abatement and Control (see reference). As a result, exterior noise levels of more than 60 CNEL often result in interior conditions that fail to meet the 45 CNEL requirements for habitable space. Analysis for the interior noise levels requires consideration of: • Number of unique assemblies in the wall (doors, window/wall mount air conditioners, sliding glass doors, and windows) • Size, number of units, and sound transmission data for each assembly type • Length of sound impacted wall(s) • Depth of sound impacted room • Height of exterior wall of sound impacted room • Exterior noise level at wall assembly or assemblies of sound impacted room The Composite Sound Transmission data is developed for the exterior wall(s), and the calculated noise exposure is converted to octave band sound pressure levels (SPL) for a typical traffic type noise. The reduction in room noise due to absorption is calculated and subtracted from the interior octave noise levels, and the octave band noise levels are logarithmically summed to yield the overall interior room noise level. When interior noise levels exceed 45 CNEL, the noise reduction achieved by each element is reviewed to determine which changes will achieve the most cost-effective compliance. Windows are usually the first to be reviewed, followed by exterior doors, and then exterior walls. Modeling of wall assemblies is accomplished using INSUL Version 9.0, which is a model -based computer program, developed by Marshall Day Acoustics for predicting the sound insulation of walls, floors, ceilings, and windows. It is acoustically based on theoretical models that require only minimal material information that can make reasonable estimates of the sound transmission loss (TL) and STC for use in sound insulation calculations, such as the design of common party walls and multiple family floor -ceiling assemblies, etc. INSUL Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 6 Eilar Associates, Inc. Acoustical and Environmental Consulting Services can be used to quickly evaluate new materials or systems or investigate the effects of changes to existing designs. It models individual materials using the simple mass law and coincidence frequency approach and can model more complex assembly partitions, as well. It has evolved over several versions into an easy to use tool and has refined the theoretical models by continued comparison with laboratory tests to provide acceptable accuracy for a wide range of constructions. INSUL model performance comparisons with laboratory test data show that the model generally predicts the performance of a given assembly within 3 STC points. IIC predictions are generally made based on laboratory tests from a number of resources, including third -party test data provided by product manufacturers and National Research Council of Canada test results. 4.1.5 Sound Transmission Class (STC) and Impact Insulation Class (IIC) Ratings Sound Transmission Class (STC) is a single number rating calculated in accordance with ASTM E413, using third -octave values of sound transmission loss. It provides an estimate of the sound performance of a partition, window, or door in sound insulation problems. Likewise, Impact Insulation Class (IIC) is a single number rating calculated in accordance with ASTM E989 that is used to describe the transmission of impact noise through floor/ceiling assemblies, caused primarily by footsteps from one space to another. Modeling of wall and floor/ceiling assemblies is accomplished using INSUL Version 9.0, which is a model - based computer program, developed by Marshall Day Acoustics for predicting the sound insulation of walls, floors, ceilings, and windows. It is acoustically based on theoretical models that require only minimal material information that can make reasonable estimates of the sound transmission loss CI'L), STC, and IIC for use in sound insulation calculations, such as the design of common parry walls and multiple family floor -ceiling assemblies, etc. INSUL can be used to quickly evaluate new materials or systems or investigate the effects of changes to existing designs. It models individual materials using the simple mass law and coincidence frequency approach and can model more complex assembly partitions, as well. It has evolved over several versions into an easy to use tool and has refined the theoretical models by continued comparison with laboratory tests to provide acceptable accuracy for a wide range of constructions. INSUL model performance comparisons with laboratory test data show that the model generally predicts the performance of a given assembly within 3 STC points. IIC predictions are generally made based on laboratory tests from a number of resources, including third -party test data provided by product manufacturers and National Research Council of Canada test results. 4.2 Measurement Equipment Some or all of the following equipment was used at the site to measure existing noise levels: • Larson Davis Model LxT Type 1 Sound Level Meter, Serial # 4085 • Larson Davis Model CAL200 Type 1 Calibrator, Serial # 16455 The sound level meter was field -calibrated immediately prior to the noise measurement and checked afterward to ensure accuracy. All sound level measurements presented in this report, in accordance with the regulations, were conducted using a sound level meter that conforms to the American National Standards Institute specifications for sound level meters (ANSI S1.4). All instruments are maintained with National Institute of Standards and Technology (>\IIST) traceable calibration, per the manufacturers' standards. Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 7 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dhollandaktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] O A K 1NVES'I'MEN'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O N d� Q U Q Z Q Q Z U) LU V) w LO V_ LO 06 LO No. Date Description IC— G Go �Z) v J U w 2 CU Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, 0 ARClyl ILL �,A N N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 q�F OF CD CA�� License Stamp co EXTERIOR ACOUSTICAL ANALYSIS REPORT COPYRIGHT AO�92   City Council  23 – 62 12/6/2022   Writ re - - er, 1 '1h stre"'t — - ?• - 1 c. .. .- ., I Faa I5th 5t•eet I-, it East t 7Ch S'.rre': f Z I p v v eo A4 K' 11ilc]Ul1rvlcil West Washington Avenue ,�, _ C '� I I I C'nd _ o EI tWd>hinglonAvenue- y s Z O ^ i Z L , 2 ;Z I •� pn9ton Amu ; r I f Z 7t S L J I, 3 'C 'L• '^ e4t 1 Oth Street2 ta,/ �`' e c ;westtDtnstreet French Park = a Z Z _ �T• I E�1. P. fe< tNe t' �;.1� Eaa t•��t 5trc.�r. Fast Fruit Street - - — - -_ s Street a'I a i r 04 ,� �•r s- I O r 'e• Santa 1 tp I- s Saddleback 4 Q I �y1 r s - - - I _ Park coo th Street Yiest hth Strrrr , , - a • • •y t• ,East 6th 5Aeet 3. Ea,tt 6th Street o - s j VI eW o • R _ fast 5tn Strrt•r n Project Location _ _ _ _ — ySt-4th.Str.eet i Is West 3rd Street ' West 3rd Street; East 3rd Street East 3rd Street 6 I _ Palm street nd Street I East prof Street r. - I westlsteet I Is�st3trrci" `f -_ <- -- - - ;—EastlsS t �� .... _ '-' _L •-- West Walnut Sdtee I West Walnut Street I East Walnut Street s--� _ - m T 3`r r West Pine Street \ West Pine St.pct - EsY.t Pine Street � v :��I \Vest ChesvtutAventx Sonto Ana r� ,� c _ _ - - 4�•�, E.1St Cht•stnut Avenue ' High Sow 2 g v 2 - West ►AyrlteStreet - ; 5 o O o 't L',/on 5i. ef_'to East Mai l East Myrtle Street y la, ry t c I, West Carrie Street r i 0 e r west cam,le sutrar-- _ o r a East Camile Streets Heninger Park a Pacific Park Warren 5trr �� rt ry Brshop Street a ^ West Bishop Street East Bishop Stree t 4 llOthtand Strrrt o �` ,K Hunter Avtv,a, �X` t1`n/Y:!ck < East Grant Street ichlartdAvenue s N k e East Grant Street v West Highland Street �- y y e° C fastWakehamAvenuC+ c; i Wikthm AveuejVeSt Highland Str—t c•„ T o 1 0 0 v+ a a Street S ^ c u = y Piet: arock Strert `a a rverl Place Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Vicinity Map Escondido, California 92025 Job # S220404 Figure 1 760-738-5570 Orange County Assessor's Parcel Numbers: 398-325-01 398-330-01 398-330-02 398-330-03 l.� 398-330-04 398-330-05 398-330-06 398-330-07 398-330-08 398-330-09 398-330-10 S+J w 4TH ST U_ CJ) or_ LL, 5TH 5T 4TH ST F- Ctl F- 0 w 0 M 5TH ST c G o G C M a en tell rn encc fln en GOen I, C CON eh M en M en CT Q a a ro ro M M M M M 4TH ST L1J LU F- F- Z CIL 5TH ST 5TH � I 0 Project Location w F- 4TH ST iL 4TH S 3Ra ST :ORD ST IN Eilar Associates, Inc. 210 SouthJuniper Street, Suite 1 {act Assessor's Parcel Map Escondido, California 9202 Job # S220404 Figure 2 760-738-5570 - I n , 7"!, .. 1 -•_ r 1 - 7 - 'vilk i ;'fit - rgiaLl-ra Y - � ..r.rt- ,i ... .ate.. -•�..- ��.-s�..�.-�, Klk:'..#iill�. Jt Amror.m A Projcct Location rTr +•�! WL r c' - .2.� I fs I[• , I 1 tit • ' , r �' ice` .-tit_ 1a• q.' t't•••.5 • `� Eilar Associates, Inc. 210 South juniper Street, Suite 100 Escondido, California 92025 760-738-5570 f rp T— '1•Y I I ._�I 1, It n i ri ac� _ Li a: I N � wow do .. v AWL Satellite Aerial Photograph Job # S220404 4• a - � y i a Figure 3 z Eilar Associates, Inc - Acoustical and Environmental Consuling Services 8.0 References City of Santa Ana Noise Element to the General Plan, April 2022. 2019 California Building Code, Based on the International Building Code, Chapter 12, Section 1206 - Sound Transmission Control. California Green Building Code, Nonresidential Mandatory Measures. Traffic Census 2017-2018, City of Santa Ana Public Works Agency, Transportation and Traffic Division. Federal Highway Administration, Highway Traffic Noise: Analysis and Abatement Guide, December 2011. URS Corporation, Noise and Vibration Technical Report in support of the Santa Ana and Garden Grove Fixed Guideway Corridor Study, February 2012. Harris Miller Miller & Hanson, Inc., CREATE Freight Noise and Vibration Model, 2006. DataKusdk, CadnaA (Computer Aided Noise Abatement), Version 2022. Federal Highway Administration, Traffic Noise Model Version 2.5. Wyle Laboratories, Development of Ground Transportation Systems Noise Contours for the San Diego Region, December 1973. Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986. U.S. Environmental Protection Agency Office of Noise Abatement and Control, Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare With an Adequate Margin of Safety, March 1974. Marshall Day Acoustics, INSUL Version 9.0, 2017. California Office of Noise Control, Catalog of STC and IIC Ratings for Wall and Floor/Ceiling Assemblies with TL and ISPL Data Plots,1981. Institute for Research in Construction, National Research Council of Canada, Gypsum Board Walls: Transmission Loss Data, March 1998. Acoustical Analysis Report for 4th and Mortimer -job # S220404 - July 18, 2022 Page 18 wf rff; s x ct4 Eilar Associates, Inc. •lcuusticoiand Fnvtronnlenla Consulting Services Eilar Associates, Inc. Acoustical and Environmental Consulting Services Limitations Actual achieved STC and IIC ratings are determined by the quality of construction and attention to details in the installation of assemblies. Please be advised that this endorsement is strictly contingent upon observance of proper installation procedures. It is imperative that attention be paid to details such as the proper installation of resilient channels and/or clips and the isolation of the floor/ceiling assembly from the wall (using a perimeter isolation strip) to prevent vibration through the structure. Additionally, all cracks or gaps must be sealed with an acoustical sealant, such as the OSI SC175 or Pecora sealants (see Appendix G). With these conditions met and the recommendations listed above, the assemblies detailed above should meet minimum building code standards for controlling sound and impact transmission. The following additional considerations should also be taken into account: • The use of recessed lighting in this type of construction is strongly discouraged, as it compromises the STC and IIC of the floor/ceiling assembly; however, if recessed lighting must be used, a sealed and vibration -isolated box may be constructed around the light fixture using two layers of gypsum board to maintain the sound and impact ratings of the assembly as much as feasible. • Placing outlet boxes back-to-back in the same stud cavity shouldbe avoided. A sound deadening fire - stop putty pad system should be installed around the back of all outlet boxes in the common wall to provide additional acoustical privacy. Pads are sized to fit a typical 1-1/2-inch-deep 4S box with no cutting or piercing required. The pads have tested and proven fire resistance and sound -deadening acoustical properties. • Regardless of the type of construction, all manufacturer instructions for the selected acoustical underlayment must be followed closely to ensure proper installation that will provide the desired acoustical performance. The above recommendations should be considered as much as possible in the construction of the common wall and floor/ceiling assemblies for this project. 6.0 Conclusion The City of Santa Ana Noise Element to the General Plan states that exterior noise levels at common outdoor use areas of multi.-flmily residential properties should not exceed 65 CNEL. Calculations show that, with a four -foot high sound barrier along the southern barrier of the Building B courtyard in place, exterior noise levels at the common outdoor use areas are expected to meet the exterior noise limit of 65 CNEL. Please refer to Figure 7 for a graphical representation of the required sound barrier location. The City of Santa Ana and the State of California require interior noise levels not exceeding 45 CNEL in habitable space. Calculations show that future noise levels on site are expected to exceed 60 CNEL at most building facades; therefore, interior noise levels may exceed 45 CNEL within units without appropriate design features in place. Calculations show that with typical exterior wall assemblies, exterior glazing with an STC rating of 28, and mechanical ventilation in all units, all interior residential space is expected to comply with City of Santa Ana and State of California noise requirements. Additionally, with proposed exterior wall construction and standard commercial glazing in place, exterior noise levels in non-residential spaces are expected to meet the noise limits of the City of San Diego Noise Element to the General Plan. Acoustical Analysis Report for 4th and Mortimer -job # S220404 -July 18, 2022 Page 16 Eilar Associates, Inc. Acoustical and Environmental Consulting Services Common wall and floor/ceiling assemblies recommended herein are expected to meet the minimum required ratings dictated by the State of California Building Code Section 1206 for Sound Transmission Class (STC) and Impact Insulation Class (IIC). These assemblies should be incorporated into project plans prior to building permit submittal. 7.0 Certification All recommendations for noise control are based on the best information available at the time our consulting services are provided. However, as there are many factors involved in sound and impact transmission, and Eilar Associates has no control over the construction, workmanship, or materials, Eilar Associates is specifically not liable for final results of any recommendations or implementation of the recommendations. The findings and recommendations of this acoustical analysis report are based on the information available and are a true and factual analysis of the potential acoustical issues associated with the 4th and Mortimer project, to be located at the northeast and northwest corners of 4th Street and Mortimer Street in the City of Santa Ana, California. This report was prepared by Mo Ouwenga and Jonathan Brothers V"� zZ Mo Ouwenga, INCE Jonathan Brothers, INCE Acoustical Consultant Principal Acoustical Consultant Acoustical Analysis Report for 4th and Mortimer -job # S220404 -July 18, 2022 Page 17 Eilar Associates, Inc. Acoustical and Environmental Consulting Services Concrete Shear Wall In some locations where residential units are located adjacent to one another or common space, the following assembly is proposed: • 8-inch (minimum) thickness concrete A laboratory STC test of this assembly was conducted by Riverbank Acoustical Laboratories (Catalog section number 2.3.2.1.1.2) and achieved an STC rating of 58, which meets the California Building Code requirement for a minimum STC rating of 50. Floor/Ceiling Assemblies Concrete Slab Floor/Ceiling Assembly (I7/AD-21) The concrete slab floor/ceiling assembly is proposed to be constructed as follows: • Carpet and pad OR hard surface finish flooring • 8-inch minimum thickness concrete slab According to Catalog section number 2.3.2.1.1.2, the bare concrete assembly is expected to have an STC rating of 58. According to Catalog section number 2.3.1.1.2.1, the IIC rating of a five inch thick concrete slab with a floor covering of carpet and pad is IIC 70. Therefore, with a floor covering of carpet and pad, the anticipated IIC rating of the above assembly is expected to be greater than 70; however, in areas with hard surface flooring, an acoustical underlayment and/or dropped ceiling is required. As the STC rating of the bare slab assembly meets the California. Building Code minimum, neither a floor covering, acoustical underlayment, nor a dropped ceiling is required at areas over nonresidential space (such as the retail or restaurant spaces). However, in areas over residential space, the concrete slab floor/ceiling assembly should be improved using one of the following assemblies: Option I. Improved Concrete Slab Floor/CeikxgAssemby with Dropped Ceiling • Hard surface finish flooring • Single layer of 2 mm thick acoustical underlayment, such as GenieMat RST02, Ecore QTscu 4002, or equivalent (not required over nonresidential space or where carpet and pad are installed) • 8-inch minimum thickness concrete slab • Single layer of 5/8-inch thick gypsum board suspended from the underside of the slab A similar assembly was tested by Intertek with engineered wood flooring. The tested assembly (Intertek Test No. F1751.07-113-11-RO) achieved an IIC rating of 67. The differences between the tested and proposed assemblies are that the tested assembly incorporates a 6-inch-thick concrete slab, while the proposed assembly incorporates an 8-inch-thick concrete slab, and the tested assembly incorporates a 5 mm thick GenieMat RST05 (equivalent to Ecore QTscu4005) underlayment, while the proposed assembly incorporates a 2 mm thick GenieMat RST02 (equivalent to Ecore QTscu4002) underlayment. The increased slab thickness is expected to result in an increase of approximately 2 to 4 IIC points, while the use of a thinner undedayment is expected to result in a decrease of approximately 1 to 2 IIC points. For this reason, the anticipated IIC rating of the improved concrete floor/ceiling assembly would be at least IIC 67. The concrete floor -ceiling assembly as detailed above is expected to meet the minimum building code requirements with any hard surface floor covering with this 2 mm thick acoustical underlayment in place. Acoustical Analysis Report for 4th and Mortimer -job # S220404 • July 18, 2022 Page 14 Eilar Associates, Inc. Acoustical and Environmental Consulting Services Option 2: Improved Concrete Slab Floor/Ceiling Assembly wtboutDropped Ceiling • Hard surface finish flooring • Single layer of 5 mm thick acoustical underlayment, such as GenieMat RST05, Ecore QTscu 4005, or equivalent (not required over nonresidential space or where carpet and pad are installed) • 8-inch minimum thickness concrete slab This assembly was tested by NGC Testing Services with ceramic tile flooring. The tested assembly (NGC Report No. 7013106) achieved an IIC rating of 50. The concrete floor -ceiling assembly as detailed above is expected to meet the minimum building code requirements with any hard surface floor covering with this 5 mm thick acoustical underlayment in place. Wood -Framed One HourFloor/Cd ngAssemby (1/AD-21) The wood -framed floor/ceiling assembly between stacked units should be constructed as follows: • Carpet and pad OR hard surface finish flooring • 1-inch-thick gypsum concrete topping • Single layer of Acousti-Mat 1/4 floor underlayment (not required in carpeted areas) • Single layer plywood • 2-inch by 10-inch dimensional wood joists • Fiberglass batt insulation in cavity • Single layer of 5/8-inch-thick Type X gypsum board, attached to the joists using single -leg resilient channels A laboratory STC test was conducted by Intertek (report number I0112.20-113-11-RO) for this assembly. The tested assembly achieved an STC rating of 57, which exceeds the minimum required rating of STC 50 required by the California Building Code. This rating applies to the assembly regardless of floor finish. A laboratory IIC test of a similar assembly with a floor covering of carpet and pad was conducted by Geiger and Hamme (Catalog section number 2.1.4.2.1.5) and achieved an IIC rating of 79. The laboratory -tested assembly differs from the proposed assembly in that the tested assembly incorporated a slightly thicker layer of lightweight concrete; however, the slight decrease in thickness of gypsum concrete is not expected to significantly affect the IIC rating of the assembly. Therefore, the IIC rating of the proposed assembly with carpet flooring is expected to exceed the minimum required rating of IIC 50 required by the California Building Code. Additionally, it should be noted that the tested assembly did not include the additional benefit of the Acousti-Mat underlayment. For this reason, the Acousti-Mat 1 /4 underlayment is not required in carpeted areas. Although not required beneath areas with a floor covering carpet and pad, it is the recommendation of the undersigned that the Maxxon Acousti-Mat 1 /4 underlayment be incorporated in all areas, to better ensure that future notential alterations to floor coverings (such as renlacina cametine with hard surface floorina) will still meet California Building Code impact noise ratrng requirements. The above wood floor/ceiling assembly was tested for impact sound transmission at Intertek Acoustical Laboratories with floor coverings of either sheet vinyl, vinyl plank, ceramic tile, or engineered hardwood flooring (report numbers I0112.20-113-11-R0, I0112.19-113-11-RO, I0112.24-113-11-RO, and I0112.21-113-11- RO, respectively). The tested assembly achieved an IIC rating of 51 with a sheet vinyl floor covering, 51 with a vinyl plank floor covering, 52 with a ceramic tile floor covering, and 51 with an engineered hardwood floor covering. These ratings meet the standards of the California Building Code. Acoustical Analysis Report for 4th and Mortimer • Job # S220404 -July 18, 2022 Page 15 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVESTMENTS 1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF C) VJ Q U Q Z Q Q Z U) LU LU ry U) LU V_ L0 06 LO V_ It No. Date Description H_C G co rZD �./ U LU 2 U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCI �'l LL G��SE0 N No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 F' 1 OF- �F r C), C A� License Stamp o EXTERIOR ACOUSTICAL ANALYSIS REPORT I COPYRIGHT AO-93   City Council  23 – 63 12/6/2022   Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVESTMENTS 1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy/T �/o No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp EXTERIOR ACOUSTICAL ANALYSIS REPORT J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO-94   City Council  23 – 64 12/6/2022   W W to U z W W 5TH STREET Garage Entry 4TH STREET �W e� LU X N rAAIL DELIVERY LOCATION & USPS ESERVED PARKING APPROVAL ATURE LDA TED NAME E N 1 L1 INd E SM" A" 8tV#- — E54mt&A ra 6WV E'44h St Er4U.SP f s S t SY E 5th $Y - E Seh Si r - _ ;t E 4U13t E ath St Eath +t - E 401 S1 E 411r St r'W. 51 E i'd a ., -- f 38d fd E 3rd c t N E /A 6 E Fact S1 E Frr.131 E Firtb� F Fust SI a o �� ga n n o n d es i g r� `�.►,Glassell Owner needs to notify USPS when mailboxes have been installed and the date on which 99 Units + Leasing Expected Occupancy: Q1 2025 pperplanrecd05/12/22 Rev.A 03/28/22 Rev.plan 4TH & MORTIMER 415 E 4th Street MAIL DELIVERY 3605outh71453891Suite.8 27362e,Ca92866 J P.714 538 5591 F.844 273 6294 mail delivery is to begin. reed 05 12 BUILDING A Santa Ana, CA 92701 LOCATION 5TH STREET N MAIL DELIVERY LOCATION & USPS RESERVED PARKING APPROVAL SIGNATURE PRINTED NAME LDATIE 5 a �ka * $ N r tid E MtaAD#Blvd ESan1aaaaRWdi eCO3: bsu.st I i 3 a N - afiR E 51h At — — E 5ro Qy F k t a ;t E4AhSv — E4th St4thSt —`E4U1Si E41mSt IT f"t u `,FA, I. -r-W. St E !'d U E 3ed tr r •. . I a � 8 "� E Fus�l St E Fu6131 `C-Rr- SI F Fust SI F Fir -.- a _ o Owner needs to notify USPS MAIL �� ga n n o n d es i g n when mailboxes have been 70 Units per e 03/ O22plan 2 4TH & MO RTIMER 515 E 4th Street �I&r`� 3605ouih Glassell SuBeA I Orange, Co 92866 installed and the date on which Expected Occupancy: Q1 2025 per03/18/22 plan DELIVERY P.714 538 5591 F.8442736294 mail delivery is to begin. BUILDIN(' B Santa Ana, CA 92701 LOCATION Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'NA1,,NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF CIS N U z z VJ I— LLNU LLI L.I. VJ LU LO Au7 WLO No. Date Description H 75 00 ZD U) U L1J 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. ARCIll LL G��SED �0 0,,A C-1 N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o ADDRESSING PLANS & USPS APPROVAL COPYRIGHT AO�95   City Council  23 – 65 12/6/2022   IN" 70 r1i i T H S T R_I:_E_T_ PROTECTED BIKE LANE I PROTECTED BIKE LANE 0CA S TRILT L::A 7� APARTMENT UNIT NUMBERING FLOOR UNIT ADDRESS SEQUENCE 516 LEGEND 7011 - 7th Level Unit Number 601 - 6th Level Unit Number 501 - 5th Level Unit Number 401 - 4th Level Unit Number 301 - 3rd Level Unit Number 201 - 2nd Level Unit Number 101 - 1 st Level Unit Number 41 Location of Residential Unit Entry 41 Location of Non -Residential Unit Entry 41 Location of Retail Unit Entry 411] Residential Unit Number C�� Amenity Unit Number MI Retail Unit Number Mail Room Elevator Location f ��360 South Glassell Rev. A 06/27/22 � Suite A Address Plan drawings based on KTGY 4TH & MOWnMER 415 E. 4th St Orange, Ca 92866 S P: 714 538 5:591 50% DD Submittal drawings dated 03/18/22 Santa Ana, CA 92.�01 ,;annondeslgn F: 714 538 0760 APARTMEN.rs Property VICINITY MAP Location in N O ✓ /�1 Ivd E Santa Ana Blvd E Santa Ana Blvd E 6th St 4 1► 3. N (n St E 5th St E 5th St o Z D 3 3 s O N N � N h St E 41h St E 4th St E 4th St E 4th St E 4th St z N d St E 31d St E 3rd St E 3rd St E 3rd St a Z c c � o f/f N E First St E First St El E First St E First St El F First St r i , O l� N O (/+ AMENITY UNITS F7:1 100 Leasing NOTE. Amenity Units receiving --- Amenity (Floor 1) mail require unit address number --- Amenity (Floor3) (e.g. Leasing Office) --- Pool (Floor 3) RETAIL UNITS 10 (Retail) 20 (Retail) 30 (Restaurant) RESIDENTIAL UNITS F—,] Floor 7 14 Floor 6 16 Floor 5 20 Floor 4 18 Floor 3 17 Floor 2 8 Floor 1 6 99 TOTAL UNITS ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ALL FLOORS ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E L7 OAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O z Q 0 N rn Q U Q z Q Q z U) LU LU LU u7 06 t Wh No. Date Description � 75 m Z) Cn U UJ 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARc l', ILL G��SE0 CV CA No. C29795 (] RENEWAL DATE AUGUST 31, 2023 Q' 1 � OF- r C CA�� License Stamp CD ADDRESSING PLANS & USPS APPROVAL AO-96   City Council  23 – 66 12/6/2022   COPYRIGHT CC rr i............ . . . . .. . .. .............. PROTECTED BIKE LANE I PROTECTED BIKE LANE Is 1 ---------------- \ ----------- -- F 360 South Glassell Suite A 0 6 Residential Units Rev. A 06/27/22 4TH & MOWnMER 415 E. 4[th St Met'� Orange, Ca 92866 0 2 AmenityUnits P: 714 538 5,1591 3 Retail Units APARTMENirs Santa Ana,CA s;annondeslSn F: 714 538 0760 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOR 1 920701 I ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer RED OAK INVI�'S'1'N,11 N'i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N Q U Q Z Q Q Z U) F- W W ry -17 I— W L0 06 t Wh No. Date Description � 75 m ZD U) U w 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding / ') with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0' ARc 11T� ILL G��SE0 R CAI CV No. C29795 0 RENEWAL DATE AUGUST 31, 2023 Q' �9TF OF r CDI CAL� License Stamp CD ADDRESSING PLANS & USPS APPROVAL AO-97 COPYRIGHT   City Council  23 – 67 12/6/2022   A gannondesis3n i PROTECTED BIKE LANE PROTECTED BIKE LANE 360 South Glassell Suite A 0 8 Residential Units Orange, Ca 92866 0 13 Amenity Units P: 714 538 5591 F: 714 538 0760 "eV" °"""' 14TH 9., MORTIMER APARTMENTS 415 E. 4th Sit Santa Ana,,, CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOR ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W L0 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO-98   City Council  23 – 68 12/6/2022   COPYRIGHT gannondesign I PROTECTED BIKE LANE PROTECTED BIKE LANE 360 South Glassell Suite A 0 Orange, Ca 92866 0 P: 714 538 5:591 F: 714 538 0760 17 Residential Units 2 Amenity Units "eV" °"""' 14TH & MOWnMER APARTMENTS 415 E. 4th St Santa Ana, CA 920701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOR 3 ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INV1.�'S'FINA1 N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. W 06 Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ��SED ARCy,T �A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA\- License Stamp ADDRESSING PLANS & USPS APPROVAL J Q 75 om ZD Cn U W 2 U N N O N 1 AO-99   City Council  23 – 69 12/6/2022   COPYRIGHT gannondesis3n i PROTECTED BIKE LANE PROTECTED BIKE LANE 360 South Glassell Suite A 0 18 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 4TH & MORTIMER APARTMENTS 415 c. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VEST NA1NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i I FA, TF i 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO-1   City Council  23 – 70 12/6/2022   COPYRIGHT gannondesis3n i PROTECTED BIKE LANE PROTECTED BIKE LANE 360 South Glassell Suite A 0 :20 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 4TH & MORTIMER APARTMENTS 415 c. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVESTNA1NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i I FA, TF i 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO-1 01   City Council  23 – 71 12/6/2022   COPYRIGHT gannondesis3n i PROTECTED BIKE LANE I PROTECTED BIKE LANE 360 South Glassell Suite A 0 16 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 4TH & MORTIMER APARTMENTS 415 c. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VES"1'AAEN i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i I FA, TF i 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO- 102   City Council  23 – 72 12/6/2022   COPYRIGHT gannondesis3n i PROTECTED BIKE LANE I PROTECTED BIKE LANE 360 South Glassell Suite A 0 14 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 4TH & MORTIMER APARTMENTS 415 E. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FL O ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VES"1'AAEN i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 i I FA, TF i 0 N d� Q U Q Z Q Q Z U) F- W W ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U N N O N 1 Ir- 00 0 AO-1   City Council  23 – 73 12/6/2022   COPYRIGHT gannondesis3n APARTMENT UNIT NUM13ERING FLOOR UNIT ADDRESS SEQUENCE LEGEND 501 - 5th Level (Unit Number 401 - 4t:h Level Unit Number 301 - 3rd Level Unit Number 201 - 2nd Level Unit Number 101 - 1st Level Unit Number • Location of Residential Unit Entry Residential Unit Number Mail Room ® Elevator Location 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 7114 538 0760 Property VICINITY MAP � Location RESIDENTIAL UNITS Floor 5 14 Floor 4 14 Floor 3 14 Floor 2 14 Floor 1 14 70 TOTAL UNITS Address Plan drawings based on KTGY 50% DD Submittal drawings dated 03/18/22 1 1 ' arewe� _ 1 1 �1 1 c i I 1 Fi U U JIU J U J U U I r-.... r 1 I 1 � TON i PARKING ` STALLS C� BELDW I I I I X I I Rev. Pi, 06'27'/22 4TH & MORTIMER APARTMENTS -6- i 507 `7 313 ` I. 407 IsZi 1 1 _� 213 307 . ; �,.. �� : 113 r 207 ' �■�■ L 50 li 51404 r ■7-- 40 �I 414 �. N — 30 314 hslfl� L 20 214 o 10 L 114Jill ILI " — �p i 515 E. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ALL FLOORS ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q Z Q Q z U) W W U) W L0 06 LO It W Wh No. Date Description H 2i m ZD U) U LU U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J () ARCI �'l LL G��SE0 CN N No. C29795 0 RENEWAL DATE 04 AUGUST 31, 2023 F' 1 OF-C �F r CD A� License Stamp o ADDRESSING PLANS & USPS APPROVAL AO- 104   City Council  23 – 74 12/6/2022   COPYRIGHT gannondesis3n 360 South Glassell Suite A 14 Residential Units Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 I .. 101 ��111111 sun �11 ■ 102 __ � ii fl Ll � IVl•. 103 I o I o — — "Kul • r' ` II .I _ r 0 Mail Rm � 0o F1 _ �—iri ■ I wN�.. •� _ • •� III,. ;; =� e r� w � L I\sl �• 1�1 � yH �. a �! y� � ■;I l a 111 106 11 J� 146 .� , •� 108 114 ' `�. ' y ►� N 11 ..-zi We "eV" °"""' 14TH 9., MORTIMER APARTMENTS 515 E. 4th Sit Santa Ana,,, CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOR 1 ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VESTNA1NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i r O N rn Q U Q Z Z ' V ) F- LU L�U U) W u i 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL N N O N 1 Ir- 00 0 AO-1   City Council  23 – 75 12/6/2022   COPYRIGHT gannondesis3n 360 South Glassell Suite A 14 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 1 1 1 I 1 1 1 I 1 I I 1 1 1 I 1 1 4TH & MORTIMER APARTMENTS -6^ In i STOOP STOOP 515 E. 4th Sit Santa Ana,,. CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOR 2 ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VLS'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N Q U Q z Q Q z U) LU ry U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U z Q J `n 1r n V U- N N O N 1 Ir— OO 0 AO-1   City Council  23 – 76 12/6/2022   COPYRIGHT gannondesis3n 360 South Glassell Suite A 14 Residential Units Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 i I I "eV" °"""' 14TH 9., MORTIMER APARTMENTS -6^ do STOOP 1% STOOP 515 E. 4th Sit Santa Ana,,, CA 92701 ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE FLOOD 3 ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VLS'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q z Q Q z U) W w U) w u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL AO-1 07 z Q J `n 1r n V LL N N O N 1 Ir- 00 0 COPYRIGHT   City Council  23 – 77 12/6/2022   gannondesis3n 360 South Glassell Suite A 14 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 I I 4TH & MORTIMER APARTMENTS STOOP STOOP 515 E. 4th Sit Santa Ana,,. CA 92701 ra In ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVLS'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q z Q Q z U) W W U) W u7 06 LO It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 75 om ZD C/) U w 2 U z Q J `n 1r n V U- N N O N 1 Ir— OD 0 AO-1   City Council  23 – 78 12/6/2022   COPYRIGHT gannondesis3n 360 South Glassell Suite A 14 Residential Units Rev. A► 06/27/22 Orange, Ca 92866 0 0 Amenity Units P: 714 538 5591 F: 7114 538 0760 4TH & MORTIMER APARTMENTS 1 I I J I U U I 1 I I l 1 , I I 1 1 r- I STO STOOP 515 E. 4th Sit Santa Ana,,. CA 92701 1 I 1 1 I do ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE ADDRESS PLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK III VES"FINA N't'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q z Q I— z U) LU L�U/ V ) W V— L J 06 LO — It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,11," No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9�F OF C A\-\ License Stamp ADDRESSING PLANS & USPS APPROVAL J Q H 00 ZD C/) U w 2 U z Q J `n 1r n V U- N N O N 1 Ir- 00 0 AO-1   City Council  23 – 79 12/6/2022   COPYRIGHT FIFTHISTREET --�-- _---------------------------------- ------- - — - — - — - — - — - — i� 1B PROT TED KE LANE �! % d }}11 } } -ti I W ICI � I v? W Lu no� I _ - I N O I I i W BUILDING A I _j w F❑ I ., I as-n -- I 1 ® I � U I I " ❑� .d w e Z se w I , `_❑ ' PJ I m I N ILL _ I - {�'� r J J �� I �• f tl -- - e - I . I i i 1 -- - NUN e m n i , — i i i i T � m B as sa A II. A� o i 6 o n l z m 4 L°J h s r --------- ----— s av 11 -- __.• ' i ❑ — —_—_________—_______ /' FOURTH STREET J) SITE PLAN u M^ 1 PARKING TABLES SYMBOLS LEGEND SITE PLAN NOTES .01. N NB�a °`�;gre BUNBIttA "�a" vaM.aa, .irex a .g N. I1 MmatMmmue.' a,e:uremia ft Barry I *.,. I -- Ponlq sn— ]dXldmn 40 4 Samalaa Munitlpal Utlega.11�13J].1 Biryh PoMlry'bnB,emi yid% Olgrceng.106A.t= ]4 o Amu. , ® M M NAA] ' wroAcwm,AAA �..�..� NmaamuX — — — — — —— `%]�`� _ —�-- nrsAsse[mmAAAucss a � rcAxu_wvmn'Iw ANAA��aAiA�aA�A9aAM�A�,��,eireiNAM �N11 1 aasAirrn roaemewuxs,wOss.x+Apsvrts, v+eec wcear]c. waunwoueAA a ArxArocrPow.mmAxsmxwxxvumx mrenx¢neisnm.�c.suwavwuuoemlwrvarova wxxArtmer xwnaAwmx wmlor..wiecszAruaAoxvnuausavnsuowauieesemllWwrvo.w ttmAos[0 IM1wutorw,A[-[wp'+uans. MswmcN•oanYA1W's rOAFnwiOAgxsSve�AOurt M.MNµo. ANAx.N m arA,. uu ons. awoscucuEsmwsrtxzr �la"�I olwn; wuo wa �� k9Mreg T. w.ww xaMnaae NmAaea I Ma�a,anMemma N�a xM�x ru 41 0 Bi1411nswlkaadl ruwre) N¢M1 langlMmYbk MUN gMa Glaeend.lO6Ai.1 gA 4AlmhkargWNrel nmalangwaafinenwmlAefermwlNiywnsl Balgreerid.IOxd,=-Minmum9xA8spare.wHM1B'minimumaelealaaessNlefVtlu�angsbll N�.a swm aMMoryMmun ryMpbygylleNmmOsllon NAMntl pmdaey gM naud N.ss 99 15 AsoeM v 1 Is 4 of Baud ouj ]B ALvev =B = u iaNlAx PohiMAeoirea ,od 3A1W 101 �N Non+es, ]/W SF II,dH 1 LotlNonAe, PoMing AepuirN g] ahxh iaW MMAaxro N el Mew samara [V,M1e Glgreen S.IOGS33 xelM.gmdA KEYNOTES AdamMewre uPa w rpwea �,M1e�.gIM�M l ble l< I 1 1 0 0„ „A =rA.� El xaAA o o ❑o s xANnNuwxx.s[dm.wOUAauawxxts 0 A Mnsavxevan[A Nag. Ak w"Us 1B[,y044.4.M.199 Blagaam azll090.S.-1 z=¢'aimensbns Aefer[ob0ilamgxans N ��*irc�lg� d.=,B N BN�PomNrBr„�9. X.r1 Nonlws.®L11&8PoY-per.1,1, B w.,eM1.N=o Blean AlNeAtlee rea�A aNen6.5N 6.0 0A, ox�M NM �m o pttmmrvwMA05 ovsAxvxtwOx 12/6/2022 ,A UI .3na�z sro El A N o m N oAAEAEAx er—rw o NPo,Nroa. o d�IN�A oA N,A]ANNmN,xo.o.A]A�a�M o ;Nm�N.ANSAAN��N o =�„roN�AA�BA, o dx,ffA�,�N �1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeesler Project Director: Debbie Holland Developer ED OA INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714)342-2502 I No. Date Description l- U) U Y U w x U Z d ten. A..... rn Of vV�� rycfA LL N N * a * O N f a cxyeE OO License Stamp o ARCHITECTURAL SITE PLAN Al —20 (g) Pedestrian access doors contained in garage type doors shall comply to the standards set forth in section 8-211(b) or (e). (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1.794, § 5, 10-14-85) Sec. 8-209. Windows and sliding glass doors. The following requirements must be met for windows and sliding glass doors: (a) Except as otherwise specified in section 8-210 (Special residential building provisions) and section 8- 211(Special commercial building provisions),, all openable exterior windows and sliding glass doors shall comply with the tests as set forth in section 13-212 (Tests). (b) Louvered windows shall not be used when any portion of the window is less than twelve (12) feet vertically or six (6) feet horizontally from an accessible surface or any adjoining roof, balcony, landing, stair tread, platform or similar structure. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-210. Special residential building provisions. The following special provisions shall apply to all residential dwellings. (a) All exterior swinging doors shall be of solid core construction with a minimum thickness of one and three -fourths (13/4) inches, or with panels riot less than nine -sixteenths (9/16) inch thick. (b) Any swinging door leading from a garage into a residence shall be of solid core construction with a minimum thickness of one and three -eighths, (13/8) inches. (c) The above -described doors shall be equipped with a single cylinder deadbolt having a minimum projection of one (1) inch and an embedment of at least three -fourths (3/4) inch into the strike receiving the bolt. The bolt shall be constructed so as to resist cutting tool attacks. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch diameter. The provisions of this subsection do not apply where panic hardware is required or an equivalent device is approved by the enforcing authority. Further, a dual locking mechanism, constructed so that both deadbolt and latch can be retracted by a single action of the inside door knob or lever, may be utilized provided it meets all other specifications for locking devices. (d) Installation and construction of frames and jambs for exterior swinging doors shall be as follows: (1) Door jambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited within twelve (12) inches vertically of any locking device. (2) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against soles plates. (e) The inactive leaf of double doors shall be equipped with metal flushbolt(s) having a minimum embedment of five -eighths (5/8) inch into the head and threshold of the door frame. (f) Glazing in exterior doors or within forty (40) inches of a door locking mechanism shall be of fully tempered glass or rated burglary resistance glazing. (g) Hinges for outswinging exterior doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. This requirement shall also apply to exterior hinges on any swinging door which leads from a garage into a residence. (h) Strikeplates shall be constructed of minimum sixteen (16) U.S. gauge steel, bronze or brass a minimum of three and one-half (31/2) inches in length and secured to the jamb with screws a minimum of two and one-half (21/2) inches in length. (i) All front exterior doors shall be equipped with a wide angle one hundred eighty (180) degree door viewer, except where clear vision panels are installed. (j) When panic hardware is required by the Uniform Building Code or Title 24, California Administrative Code, it shall be equipped and installed as follows: (1) Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door; or (2) On single doors, panic hardware may have one (1) locking point which is not to be located at: either the top or bottom rails of the door frame. The door shall have an astragal constructed of steel .125 inches thick which shall be attached with nonremovable bolts or welded to the outside of the door. The astragal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astragal shall be a minimum of two (2) inches wide and extend a minimum of one (1) inch beyond the edge of the door. (3) Double doors containing panic hardware shall have a full length steel astragal attached to the doors at their meeting point which will close the opening between them but not interfere with the operation of either door. (k) The following provisions for address markings shall apply to residential dwellings: (1) All residential structures shall display a street number in a prominent position so that it shall be easily visible from the street. The numbers shall be four (4) inches in height, of a color contrasting to the background and located so they may be clearly seen and read. If the structure has rear vehicle access, numbers shall be placed there as well. unless the applicant for said permit or release has satisfied the enforcing authority that applicant has complied with this division. (Ord. No. NS-1794, § 4, 10-14-85) Sec. 8-204. Violations and penalties. It shall be unlawful for any person, firm or corporation to erect, construct, enlarge, move, improve, convert, equip, use, occupy or maintain any building or structure in the City of Santa Ana or cause the same to be done, contrary to or in violation of any of the provisions of this division. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-205. Alternate materials and methods of construction. Materials, methods of construction or structural design limitations provided for in this division are to be used unless an exception is granted. The use of any material or method of construction not specifically prescribed by this division may be allowed, provided any such alternate method or material has been approved by the enforcing authority prior to use. Further, other sound methods of structural design or analysis not specifically provided for in this division may be allowed provided such alternative has been approved by the enforcing authority prior to use. The enforcing authority may approve any such alternate provided that they find the proposed design to be satisfactory and the material and method of work offered is for the purpose intended, at least equivalent to that prescribed in this division in quality, strength, effectiveness, crime resistance„ durability and safety. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-206. Appeals. The Uniform Code appeals board shall have the power and be required to hear appeals regarding determination of the suitability of alternate materials and methods of construction, and to provide for reasonable interpretation of the provisions of this division in the event of a dispute. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1596, § 3, 9-8-81) Cross reference(s)-.-Uniform Code appeals board established, § 2-450 Sec. 8-207. Keying requirements. Upon occupancy by the owner or proprietor, each single unit in a tract or commercial development, constructed under -the same general plan, shall have locks using combinations which interchange free from locks used in all other separate dwellings, proprietorships or similar distinct occupancies within such tract or commercial development. Every applicant shall be required to provide the enforcing authority with written confirmation of compliance with the above requirements. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-208. Garage -type doors. (a) Garage -type doors, which are either rolling overhead, solid overhead, swinging, sliding, or accordion style doors shall conform to the following standards: (1) Wood doors shall have panels a minimum of five -sixteenths (5/16) inch in thickness with the locking hardware being attached to the support framing. (2) Aluminum doors shall be a minimum thickness of .0215 inches and riveted together a minimum of eighteen (18) inches on center along the outside seams. There shall be a full width horizontal beam attached to the main door structure which shall meet the pilot, or pedestrian access, door framing within three (3) inches of the strike area of the pilot or pedestrian access door. (3) Fiberglass doors shall have panels a minimum of six (6) ounces per square foot from the bottom of the door to a height of seven (7) feet. Panels above seven (7) feet and panels in residential structures have a density of not less than five (5) ounces per square foot. (b) Where sliding or accordion doors are utilized, they shall be equipped with guide tracks which shall be designed so that the door cannot be removed from the track when in the closed and locked position. (c) Doors that exceed sixteen (16) feet in width shall have two (2) lock receiving points, one (1) located on each side of the door. Doors not exceeding sixteen (16) feet shall have one (1) lock receiving point placed on either side of the door. A single bolt may be used in the center of the door with the locking point located either in the floor or door frame header. (d) All overhead or swinging doors shall be equipped with slidebolts which shall be capable of utilizing padlocks with a minimum nine -thirty-seconds (9/32) inch shackle. (1) The entire slidebolt assembly shall be constructed of case-hardened steel and shall have a frame a minimum of .120 inches in thickness, and a bolt diameter a minimum of one-half (1/2) inch, and shall protrude at least one and one-half (11/2) inches into the receiving guide. (2) Slide bolt assemblies shall be attached to the door with bolts which are nonremovable from the exterior. Rivets shall not be used to attach such assemblies. (e) Padlocks used with exterior mounted slide bolts shall have a hardened steel shackle a minimum of nine -thirty-seconds; (9/32) inch in diameter with heel and toe locking and a minimum five (5) pin tumbler operation. The key shall be nonremovable when in an unlocked position. (f) Doors utilizing a cylinder lock shall have a minimum five (5) pin tumbler operation with the bolt or locking bar extending into the receiving guide a minimum of one (1) inch. Jamb/wall is that component of a door assembly to which a door is attached and secured; the wall and jamb used together are considered a unit. Key -in -knob is a lockset having the key cylinder and other lock mechanisms contained in the knob. Latch or latch bolt is a beveled, spring -actuated bolt, which may or may not have a deadlocking device. Lock or lockset is a keyed device (complete with cylinder, latch or deadbolt mechanism, and trim such as knobs, levers, thumb turns, escutcheons, etc.) for securing a door in a closed position against forced entry. Locked indicator is a device indicating whether the lock set (deadbolt, etc.) is locked or open. Locking device is a part of a window or sliding door assembly which is intended to prevent movement of the movable sash or door. Minimum maintained means measurable light level at furthest point from lighting source at ground level. Multiple -family dwelling is a building or portion thereof designed for occupancy by one (1) or more persons living independently of each other, including hotels, motels, apartments, duplexes, town houses, and condoi-niniums. Panic hardware is a latching device on a door assembly for use when emergency egress is required due to a fire or other threat to life safety. Such devices are designed so that they will facilitate the safe egress of people in case of an emergency when a pressure not to exceed fifteen (15) pounds is applied to the releasing device in the direction of exit travel. Such releasing devices are bars or panels extending not less than two-thirds (2/3) of the width of the door and placed at heights suitable for the service required, not less than thirty (30) nor more than forty-four (44) inches above the floor. Part, as distinguished from component, is a unit (or subassembly) which combines with other units to make up a component. Primary locking device is the single locking system on a door or window unit whose function is to prevent unauthorized intrusion. Private dwelling or single-family dwelling is a building designed exclusively for occupancy by one (1) family. Rail is the horizontal members of a sash frame. A meeting rail is one which mates with a rail of another sash or framing member of the window frame when the sash is in the closed position. Sash is an assembly of stiles, rails, and, sometimes, muntins assembled into a single frame which supports the glazing material. A fixed sash is one which is not intended to be opened. A movable sash is intended to be opened. Sill is the lowest horizontal member of a window frame. Single cylinder deadbolt is a deadbolt lock which is activated from the exterior by a key and from the interior by a know, thumb -turn, lever or similar mechanism. Solid core door means a door composed of solid wood or compressed wood equal in strength to solid wood construction. Stile is a vertical framing member of a window or door. A meeting stile is one which mates with a stile of another sash, or a vertical framing member of a door or window frame when the sash is in the closed position. Strike is a metal plate attached to or mortised into a doorjamb to receive and to hold a projected latch bolt and/or deadbolt in order to secure the door to the jamb. Swinging door means a door hinged at the stile or at the head and threshold. U.L listed means tested and listed by Underwriters Laboratories, Inc. Vandal resistant cover is a protective cover constructed of either acrylic, polycarbonate or wire mesh which totally encloses the light source. The wire mesh must have a maximum 1/4-inch mesh. The polycarbonate and acrylic must have a minimum 1/2-inch thickness. The purpose of the cover is to discourage the willful destruction of the light source. Visibility corridor is an opening of at least a ten -inch square and shall be located a minimum of thirty-six (36) inches and not to exceed fifty (50) inches above ground level. Window assembly is a unit composed of a group of parts or components which make up a closure for an opening in a wall or roof (including the anchorage) to control light, air, and other elements. Window frame is that part of a window which surrounds and supports the sashes and is attached to the surrounding wall. The members include side jambs (vertical), head jamb (upper, horizontal), sill and mullions. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1436, § 1, 8-21-78; Ord. No. 1794, § 2, 10-14-85) Sec. 8-202. Definition of "enforcing authority". As used in this division, the term "enforcing authority" shall mean the building official and his authorized representatives. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1794, § 3, 10-14-85; Ord. No. NS-1900, § 6, 6-1-87) Sec. 8-203. Enforcement. The enforcing authority is hereby empowered and directed to administer and enforce the provisions of this division relating to physical security requirements for buildings in the City of Santa Ana. Plans and specifications for proposed construction must be approved, by the enforcing authority in accordance with the provisions of this division. No building permit is to be finally approved or utility release given DIVISION 3. BUILDING SECURITY REGULATIONS Sec. 8-200. Application and scope. The provisions of this security ordinance shalll apply to all activities for which a building permit is required. Additions, alterations and repairs: Fifty (50) percent more of the building's current valuation. When additions, alterations or repairs within any twelve-month period exceed fifty (50) percent of the value of any existing building or structure, each building or structure shall be made to conform to the requirements for new buildings or structures,. All applicable state and local fire codes must be adhered to. No portion of this division shall supersede any local, state or federal laws, regulations or codes. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1.794, § 1, 10-14-85) Sec. 8-201. Definitions of technical terms. The following terms used in this division shall have the meanings indicated below: Approved means certified as meeting the requirements of this division by the enforcing authority or his authorized agents, or by other officials designated by the enforcing authority to give approval on a particular matter dealt with by the provisions of this division with regard to a given material, mode of construction, piece of equipment or device. Auxiliary locking device is a secondary locking system added to the primary locking system to provide additional security. Bolt is a metal bar which, when actuated, is projected (or "thrown") either horizontally or vertically into a retaining member, such as a strike plate, to prevent a door from moving or opening. Bolt projection (or bolt throw) is the distance from the edge of the door, at the bolt center line, to the farthest point on the bolt in the projected position, when subjected to end pressure. Burglary resistant glazing means those materials as defined in Underwriters Laboratories Bulletin 972. Commercial or industrial building is a building, or portion thereof, used for a purpose other than dwelling. Component, as distinguished from a part, is a subassembly which combines with other components to make up a total door or window assembly. For example, the primary components of a door assembly include: Door, lock, hinges, jamb/wall, jamb/strike and wall. Cylinder is the subassembly of a lock containing the cylinder core, tumbler mechanism and the keyway. A double cylinder lock is one which has a key -actuated cylinder on both the exterior and interior of the door. Cylinder core or cylinder plug is the central part of a cylinder containing the keyway, which is rotated by the key to operate the lock mechanism. Cylinder guard is a hardened metal ring or plate surrounding the otherwise exposed portion of a cylinder lock to resist cutting, drilling, prying, pulling, or wrenching with common tools. Deadbolt is a lock bolt which does not have a spring action as opposed to a latch bolt, which does. The bolt must be actuated by a key and/or a knob or thumb turn and when projected becomes locked against return by end pressure. Dead latch is a spring actuated latch bolt having a beveled end and incorporating a plunger which, when depressed, automatically locks the projected latch bolt against return by end pressure. Door assembly means a unit composed of a group of parts or components which make up a closure for a passageway through a wall. For the purposes of this division, a door assembly consists of the folllowing parts: Doors, hinges, locking device or devices; operation contracts (such as handles, knobs, push plates); miscellaneous hardware and closures; the frame, including the head, threshold, and jambs plus the anchorage devices to the surrounding wall and a portion of the surrounding wall extending thirty-six (36) inches from each side of the jambs and sixteen (16) inches above the head. Door stops are the projections along the top and sides of a doorjamb which check the door's swinging action. Double cylinder deadbolt is a deadbolt which can be activated only by a key from either the interior or exterior of the building. Dwelling is a building or portion thereof designated exclusively for residential occupancy, including single-family and multiple -family dwellings. Flushbolt is a normal manual, key, turn operated or automatic releasing metal throwbolt, normally used on inactive door(s) that is attached to the top and bottom of the door and engages in the head and threshold of the frame. Fully tempered glass means those materials meeting or exceeding ANSI Standard 297.1--Safety Glazing. Inactive leaf or door means either leaf or door of a pair of doors which has no surface mounted hardware and which receives and holds the latch or bolt of the primary locking system. Jamb is the vertical members of a door frame to which the door is secured. Jamb/strike means that component of a door assembly which receives and holds secure the extended lock bolt; the strike and jamb used together are considered a unit. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D* 0AK INVI-:5.1'NIEN S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O Q U Q Z Q Q Z U) F W W U) W LID Ln 06 LID V_ i No. Date Description CH G N m Z) W U W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARcy1 ILL /F` 31 No. C29795 C) RENEWAL DATE AUGUST 31, 2023 0 License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS COPYRIGHT C Al �1111111111112l   City Council  23 – 81 12/6/2022   3 All parking lots and access thereto providing more than ten 10 parking spaces and for use b the P g P g P g p Y general public, shall be provided with a minimum maintained one (1) footcandle of light on the parking surface from dusk until the termination of business every operating day. At all other hours of darkness, a minimum maintained .25 footcandles of light shall be provided at ground level. (4) Exterior lighting shall not shine away from subject property. (n) Interior night lighting shall be maintained in those areas that are visible from the street (ground floors only). (o) All exterior block wall fencing shall have intervals providing visibility corridors which will allow visibility of the interior from outside the wall, and these visibility corridors shall be placed at regular intervals. This applies only to block walls visible from the street. (p) Passenger elevators, the interiors of which are not completely visible when the car door(s) is open, shall have mirrors so placed as to make visible the whole of the elevator interior to prospective passengers outside the elevator. (q) When access to or within a commercial complex is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mastered to both the fire department and police department keys. (r) Any structure four (4) stories in height or greater will have a repeater installed in its roof. (s) Establishments having specific type inventories shall be protected by the following alarm service: (1) Silent alarm system with a central station hook-up and required twenty -four-hour supervised service: a. Jewelry store --Manufacturing, wholesale or retail. b. Any establishment manufacturing, storing or selling firearms and ammunition. c. Establishments selling or storing wholesale liquor, tobacco or drugs. d. Facilities selling or storing furs. e. Precious metal storage facilities. f. Banks, savings and loan institutions and credit unions. (2) Silent alarm system not requiring a central station hookup or supervised service: a. Liquor stores. b. Pawnshops. c. Establishments manufacturing, storing or selling electronic equipment. d. Establishments dealing in coins and stamps. e. Establishments manufacturing, storing or selling industrial tool supplies. f. Establishments manufacturing, storing or selling cameras. (3) Local or audible alarm system: a. Antique dealers. b. Art galleries. c. Service stations. d. Food markets. (4) Nothing in this subsection shall preclude the use of an alarm system providing a higher level of security than that which is required. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1.502, § 1, 10-1-79; Ord. No. NS-1794, § 7, 10-14-85) Sec. 8-212. Tests. (A) Tests, general. (1) It shall be the responsibility of the owner,, or his designated agent, of a building or structure falling within the provisions of this division to provide the enforcing authority with a written specification performance test report indicating that the materials utilized meet the minimum requirements. (2) Whenever there is insufficient evidence of compliance with the provisions of this division or evidence that any material or any construction does not conform to the requirements of this division, or lin order to substantiate claims for alternate materials or methods of construction, the enforcing authority may require tests as proof of compliance to be made at the expense of the owner or his agent by any agency which is approved by the enforcing authority. (3) Specimens shall be representative, and the construction shall be verified by assembly drawings and bill of materials. Two (2) complete sets of manufacturer or fabricator installation instructions and full- size or accurate scale templates for all items and hardware shall be included. (B) Sliding glass door tests/procedures. (1) The construction and size of the test door assemblies, jambs and headers, and all hardware components shall be representative of that for which acceptance is desired. The door assembly and mounting in the support fixture shall simulate the rigidity normally provided to a door assembly in a building by the ceiling, floor and walls. (2) Sample doors submitted for testing shall The glazed. Panels shall be closed and locked with the primary locking device only. i Exterior transoms or windows shall be deemed accessible if less than twelve 12 feet above ground or adjacent to any pedestrian walkway. Accessible windows and transoms having a pane or opening exceeding ninety-six (96) square inches, with the smallest dimension exceeding six (6) inches, and not visible from a public or private thoroughfare shall be protected in the following manner: (1) Fully tempered ;glass or burglary resistant glazing; or (2) The following window barriers may be used but shall be secured with bolts, which are nonremovable from the exterior: a. Interior or exterior steel or iron bars of at least one-half (1/2) inch round or one by one -quarter (1 x 1/4) inch flat metal spaced not more than five (5) inches apart and securely fastened; or b. Interior or exterior iron or steel grills of at least one -eighth (1/8) inch metal with not more than a two (2) inch mesh and securely fastened. (3) The protective bars or grills shall not interfere with the operation of opening windows if such windows are required to be openable by the Uniform Building Code. (j) Roof openings shall be equipped as follows: (1) All skylights on the roof of any building or premises used for business purposes shall be provided with: a. Rated burglary resistant glazing; or b. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced not more than five (5) inches on center to cross the narrowest dimension of the opening; being covered. If the narrowest dimension of that opening exceeds eighteen (18) inches, cross members shall be welded into place, not more than eighteen (18) inches apart beginning with a cross member at the center of the opening. Cross members shall be welded to each and every bar it crosses. The entire bar assembly shall be mounted inside the skylight and shall be attached to the building structure by means of machine bolts spaced not more than sixteen (16) inches apart or attached by means of an equivalent method approved by the enforcing authority; or c. A steel or iron griill of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh mounted inside the skylight and secured by bolts which are nonremovable from the exterior. d. These requirements do not apply on any structure with a height of thirty-five (35) feet or more where there is no readily available roof access as determined by the enforcing authority. (2) All hatchway openings on the roof or any building or premises used for business purposes shall be secured as follows: a. If the hatchway is of wooden material, it shall be covered on the inside with at least sixteen (16) U.S. gauge sheet steel, or its equivalent, attached with screws. b. The hatchway shall be secured from the inside with a slide bar or slide bolts which are attached by nonremovable bolts. c. Outside hinges on all hatchway openings shall be provided with nonremovable pins when using pin type hinges. (3) All air duct or air vent openings exceeding ninety-six (96) square inches on the roof or exterior walls of any commercial building shall be secured by covering same with either of the following: a. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced no more than five (5) inches apart and securely fastened; or b. Iron or steel grills of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh and securely fastened. c. If the barrier is on the outside, it shall be secured with bolts which are nonremovable from the exterior. d. The above must not interfere with venting requirements, creating potentially hazardous conditions to health and safety, or conflict with the provisions of the Uniform Building Code or Title 19, California Administrative Code. (k) Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten (10) feet. This covering shall be locked against the ladder with a case hardened hasp, secured with nonremovable screws or bolts and a padlock with a minimum three -eighth (3/8) inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover will be provided with nonremovable pins when using pin -type hinges. (1) A building located within eight (8) feet of utility poles, trees or similar structures which allow access to the building's roof, windows or other openings shall have such access area barricaded or fenced with materials to deter human climbing. (m) The following standards for lighting and address markings shall apply to commercial buildings: (1) The address number of every commercial building shall be located and displayed so that it shall be easily visible from the street. The numerals in these numbers shall be no less than six (6) inches in height and be of a color contrasting to the background. In addition, any business which affords vehicular access to the rear through any driveway, alleyway or parking lot shall also display the same numbers on the rear of the building. (2) All exterior doors shall be equipped with a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. c. The glazing shall be covered with iron or steel bars of at least one-half 1 2 inch round or one 1 inch g g ) by one-fourth (1 x 1/4) inch flat metal, spaced not more than five (5) inches apart and secured with nonremovable bolts. d. Items b. and c. above shall not interfere with the operation of opening windows if such windows are required to be openable by the Uniform Building Code. (b) All swinging exterior doors with the exception of aluminum frame swinging doors shall be equipped as follows: (1) A single or double door shall be equipped with a double or single cylinder deadbolt. The bolt shall have a minimum projection of one (1) inch and be constructed so as to repeal cutting tool attack. The deadbolt shall have an embedment of at least three -fourths (3/4) inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch in diameter. All deadbolts will be equipped with a locked indicator. Exposed installation screws on double cylinder deadbolts shall be nonremovable. The provisions of this subsection do not apply where (1) panic hardware is required, or (2) an equivalent device is approved by the enforcing authority. Locking devices shall be mounted at a height of not less than thirty (30) nor more than forty-four (44) inches above the finished floor. (2) Hinges for outshowing doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. (3) Whenever a mail slot is located within forty (40) inches of the primary locking device on any exterior door it shall be covered by an interior hood which will discourage manipulation of the primary locking device. (4) Strikeplates shall be constructed of minimum sixteen (16) U.S. gauge steel, bronze or brass, a minimum of three and one-half (3 1/2) inches in length and secured to the jamb with screws a minimum of two and one-half (2 1/2) inches in length. (c) All exterior double doors shall be equipped as follows: (1) The inactive leaf of double doors shall be equipped with automatic releasing metal flushbolts having a minimum embedmment of five -eighths (5/8) inch into the header and threshold of the door frame or by panic hardware which contains a minimum of two (2) locking points, one (1) located at the header the other at the threshold of each door. (2) Double doors shall have a full length astragal, constructed of steel a minimum of .125 inch thick which will cover the opening between the doors. The astragal shall be a minimum of two (2) inches wide, and extent a minimum of one (1) inch beyond the edge of the door to which it is attached. The astragal shall be attached to the outside of the active door by means of welding or with nonremovable bolts spaced apart on not more than ten (10) inch centers. (d) Aluminum frame swinging doors shall conform to the following: (1) The jamb on all aluminum frame swinging doors shall be so constructed or protected to withstand one thousand six hundred (1,600) pounds of pressure in both a vertical distance of three (3) inches and a horizontal distance of one (1) inch each side of the strike, so as to prevent violation of the strike. (2) Aluminum frame swinging doors shall be equipped with a two -point locking mechanism consisting of deadbolt having a minimum bolt projection of one and one-half (11/2) inches, or a hook shaped or similar bolt that engages the strike sufficiently to prevent spreading and a metal automatic releasing threshold bolt having a minimum embedment of five -eighths (5/8) inch into the floor. The deadbolt lock shall have a minimum of five (5) pin tumblers, and a cylinder guard and shall be equipped with a locked indicator. (e) Panic hardware,, whenever required by the Uniform Building Code or Title 24, California Administrative Code, shall be equipped and installed as follows: (1) Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door; or (2) On single doors, panic hardware may have one (1) locking point which is not to be located at either the top or bottom rails of the door frame. The door shall have an astragal constructed of steel .125 inch thick which shall be attached with nonremovable bolts to the outside of the door. The astragal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astrogal shall be a minimum of two (2) inches wide and extend a minimum of one (1) inch beyond the edge of the door to, which it is attached. (3) Double doors containing panic hardware shall have a full length astragal constructed of steel, attached to the doors at their meeting point which will close the opening between them, but not interfere with the operation of either door. (f) Installation and construction of frames and jambs for exterior swinging doors shall be as follows: (1) Door jambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited. (2) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against sole plates. (g) In multiple occupancy office buildings all entrance doors to individual office suites shall meet the construction and locking requirements for exterior doors. (h) In multiple occupancy buildings, interior walls dividing the individual suites shall not end at the false ceiling but shall continue to the real roof. (2) At each driveway entrance to a multiple -family dwelling complex or a private residential community which has access from a public roadway, there shall be an illuminated diagrammatic representation (plot plan) of the complex which shows the location of the viewer and the building units within the complex. (3) In multiple -family dwelling complexes, any building having a separate identifying factor other than the street number shall be clearly identified in the manner described in subsection (k), infra. Each individual unit of residence shall have a unit identifying number, letter or combination thereof displayed upon the door. (4) Buildings shall be numbered with the approval of the enforcing authority. (5) This section shall not prevent supplementary numbering such as reflective numbers on street curbs or decorative numbering but this shall be considered supplemental only and shall not satisfy the requirements of this section. (6) Maps of the complex shall be furnished to the police and fire departments upon completion of construction. The maps shall include building; identification and unit identification. (1) All exterior doors shall be equipped with .a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (m) Aisles, passageways and recesses related to and within multiple -family dwelling complexes shall be equipped with lighting devices which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (n) All parking lots, carports, garages and parking structures of multiple -family dwelling complexes shall be equipped with lighting devices which will provide a minimum maintained one (1) footcandle of light on the parking surface during hours of darkness. Subterranean parking lots shall maintain lighting twenty-four (24) hours a day. Lighting devices shall be protected by vandal resistant covers. (o) All exterior required lighting devices shall be placed at a height which will fully illuminate an average adult. (p) In multiple -family dwelling complexes where a common laundry is supplied, the laundry room's access door shall be equipped with a window, self closure device and self locking door lock which can be manually disengaged on the interior. Lighting; shall be maintained inside the laundry room during hours of darkness. (q) When access to or within a multiple -fare lly dwelling complex or private residential community is unduly difficult because of secured openings or where immediate access is necessary for lifesaving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mastered to both fire department and police! department keys. (r) All skylights on the roof of any residential structure shall be provided with rated burglary resistant glazing. (s) Passenger elevators, the interiors of which are not completely visible when car door(s) is open, shall have mirrors so placed as to make visible the whole of the elevator interior to prospective passengers outside the elevator. (t) Whenever a mail slot is located within forty (40) inches of the primary locking device on any exterior door, it shall be covered by an interior hood which will discourage manipulation of the primary locking device. (u) All exterior block wall fencing of multiple -family dwelling complexes shall have intervals providing visibility corridors, which will allow visibility of the interior from outside the wall, and these visibility corridors shall be placed at regular intervals. These will be required on the side facing the street only. (v) Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten (10) feet. This covering shall be locked against the ladder with a case hardened hasp, secured with nonremovable screws or bolts and a padlock with a minimum three -eighths (3/8) inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover will be provided with nonremovable pins when using pin type hinges. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1.436, § 2, 8-21-78; Ord. No. NS-1794, § 6, 10-14-85) Sec. 8-211. Special commercial building provisions. (a) Swinging exterior glass doors, wood or metal doors with glass panels, solid wood or metal doors shall be constructed or protected as follows: (electronic sliding doors are prohibited) (1) Wood doors shall be of solid core construction with a minimum thickness of one and three -fourths (1 3/4) inches. Hollow metal doors shall be constructed of a minimum equivalent to sixteen (16) U.S. gauge steel and have sufficient reinforcement to maintain the designed thickness of the door when any locking device is installed; such reinforcement being able to restrict collapsing of the door around the locking device. (2) Except when double cylinder deadbolts acre utilized or safety glazing is required by Chapter 54 of the Uniform Building Code, any glazing installed within forty (40) inches of any door locking mechanism shall be constructed or protected as follows: a. Fully tempered glass or rated burglary resistant glazing; or b. Iron or steel grills of at least one -eighth (1,/8) inch mesh secured with nonremovable bolts on the inside of the glazing may be utilized; and framing for iron or steel grills shall be by one (1) inch by one- fourth (1/4) inch flat metal secured by nonremovable bolts; or Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTIMEN i'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF - N M Q U Q Z Q Q Z U) F W W w LID V_ LO 06 LID : No. Date Description CH G m Z) W U w 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARcy1 ILL /F` 31 No. C29795 C) RENEWAL DATE AUGUST 31, 2023 0 License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS COPYRIGHT C Al 111111111111122   City Council  23 – 82 12/6/2022   Ea HLL ROOF PENETRATIONS 96 SQUARE BURGLAR BAR INCHES OR LARGERARE REd[)JIRED TO '! -BE SECURED WITH BURGLAR BARS. PACKAGE. CONTACT THE POLICE DEPARTMENT' AT 647-5840 FOR SPECIFICATIONS FEATURES: AND ROUGH INSPECTION PRIOR TO AR BAR INSERTS ARE FRICATED MECHANICAL SIGNOFF eGAL ANI D STEEL AND 112'STEE ROD OF INSERTS ARE A ONE-PIECE WELDED CONSTRUCTION ALL WELDS ARE SPRAYED WITH GALVANIZING COMPOUND 14 3/8 �- 381/8 I 1 1/2 R��F28 I RETURN INSERT 7 WELDS I I 30 31'8 . 151116 r. I D SUPPLY IN E S RT ROOF! I % CURB', DUCT DUCT WORK SUPPORT' - 1 BURGLAR BAR CROSS SECTION NOTE: DISTANCE BETWEEN STEEL RODS IS NOT GREATER THAN 5 INCHES. r in the direction parallel to the lane of the lass that would tend too en the window while P P g P , simultaneously, an additional concentrated load of seventy-five (75) pounds is applied to the same area of the same sash member in the direction perpendicular to the plane of the glass toward the exterior side of the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), supra. (g) For inside sliding windows, repeat Test (f) while simultaneously applying a concentrated load of twenty-five (25) pounds inward at the end of the movable bottom rail near the meeting stile opposite the lockstile. For outside sliding windows, repeat Test (f) while simultaneously applying a concentrated load of twenty-five (25) pounds in the same direction as the perpendicular load inward at the end of the movable bottom rail near the meeting stile opposite the lock stile outward. (h) Perform the disassembly and manipulation test as described in subsection (13)(3)(m), supra. (3) The tests for Types B and C window assemblies shall be performed in the following order: (a) With the swinging sash in the normal position, apply a concentrated load of one hundred (100) pounds within three (3) inches of each end of the rail or stile which is opposite the hinged side, in the direction perpendicular to the plane of the glass that would tend to open the window. (b) Repeat Test (a) and simultaneously apply a concentrated load of one hundred (100) pounds on the outside within one (1) inch of the end of the stile or rail which is opposite the hinged side, in a direction parallel to the plane of the glazing which would tend to disengage the lock. (c) With the swinging sash in the normal position, apply a concentrated load of two hundred (200) pounds on the rail or stile containing the locking device within six (6) inches of the lock. (d) Repeat Test (b) while simultaneously applying Test (c). The manipulation test described in subsection (13)(3)(1), supra, shall be applied in Tests (a), (b) and (d) to the sash with the load removed. (e) Perform the disassembly and manipulation test as described in subsection (13)(3)(m), supra. (4) Tests for Type D, window assemblies shall be performed in the following order: (a) With the sash in the normal position, simultaneously apply a concentrated load of one hundrred (100) pounds within three (3) inches of the ends of each rail or stile which is perpendicular to the pivot sides in the direction that would tend to open the sash. (b) With the sash in the normal position, apply a concentrated load of one hundred (100) pounds on the rail or stile containing the pivot within one (1) inch of the pivot in a direction parallel to the pivots. (c) Repeat Test (b), applying the load to the opposite rail or stile. (d) With the sash in the normal position, apply a concentrated load of two hundred (200) pounds on the rail or stile containing the locking device within six (6) inches of the lock. (e) Repeat Test (d) while simultaneously applying the load specified in Test (b). Repeat Test (d) while simultaneously applying the load specified in Test (c) above. The manipulation test described in subsection (13)(3)(1), supra, shall be applied in Tests (a), (b), (c) and (d) above to the sash with the load removed. (f) Perform the disassembly and manipulation test as described in subsection (13)(3)(m), supra. (5) A window assenbly shall fail these tests if at any time during or after the tests, the assembly does not remain engaged, intact, and in the closed and locked position, or by manipulating exposed component; or if one can enter through displaced or damaged portions. (6) The report shall contain a description of the results of the test performed in accordance with the test methods above. The report shall include the following: Identification of the samples tested; type, location, and number of anchors; type and thickness of glazing material and an indication of whether or not the subject passed the test. The report shall also indicate at what point the assembly fails. The test report shall be certiified to be a true copy by the testing laboratory and shall be forwarded direct from the laboratory to the enforcing authority. (Ord. No. NS-1424, § 1, 6-5-78) tend to remove the fixed panel from the frame jamb pocket. With the load applied, determine if entry can be gained by manipulation as described in subsection (13)(3)(1), infra. (b) With the panels in the normal position, a concentrated load of three hundred (300) pounds shall be applied at midspan of the fixed jambstile in the direction parallel to the plane of the glass that would tend to remove the fixed panel from the frame jamb pocket while, simultaneously, an additional concentrated load of one hundred fifty (150) pounds is applied at midspan of the fixed panel interlock stile in the direction perpendicular to the plane of the glass which would tend to disengage the meeting stiles. With this load applied, determine if entry can be gained by manipulation as described in subsection (13)(3)(1), infra. (c) Repeat Test (a) with the fixed panel lifted upward to its full limit within the confines of the door frame. The lifting force need not exceed one hundred fifty (150) pounds at the bottom of the exterior face of the meeting stile. With this load applied, determine if entry can be gained by manipulation as described in subsection (13)(3)(1), infra. (5) A sliding door assembly shall fail these tests if at any time during or after the test, the sliding door assembly does not remain engaged, intact, and in the closed and locked position or by manipulating an exposed component; or if one can enter through displaced or damaged portions. (6) The report shall include the following: Identification of the samples tested; type, size, location, and number of locking devices; type, location, and number of anchors; type and thickness of glazing material and an indication of whether or not the subject passed the test. The report shall also indicate at what point the assembly fails. The report shall be certified to be a true copy by the testing laboratory and shall be forwarded direct from the laboratory to the enforcing authority. (C) Window classifications. (1) Type A window assemblies incorporate one (1) or more sashes that open by sliding in the plane of the wall in which the window is installed. (2) Type B window assemblies incorporate one (1) or more framed sashes which are hinged at or near two (2) corners of the individual sash and open toward the exterior of the wall. (3) Type C window assemblies incorporate one (1) or more sashes which open toward the interior and are hinged at or near two (2) corners of the sash. (4) Type D window assemblies incorporate one (1) or more sashes which are hinged or pivot near the center so that part of the sash opens into the interior wall and part opens toward the exterior. (D) Window tests/procedures. (1) Window assemblies shall be mounted following the manufacturer's installation instructions. Install the window assembly in a test fixture which simulates the wall construction required by Chapter 25 of the Uniform Building Code. The unit shall be fully glazed. The sash shall be closed and locked with the primary locking device only. (2) Tests for Type A, window assemblies shall be performed in the following order: (a) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall be applied separately to each member incorporating a locking device, at a point on the sash member within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), supra. (b) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member incorporating a locking device, at a point on the sash member within six (6) inches of the locking device in the direction parallel to the plane of the glass that would tend to open the window while, simultaneously, an additional concentrated load of seventy-five (75) pounds is applied in the same area of the same sash member in the direction perpendicular to the plane of the glass toward the interior side of the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), supra. (c) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member incorporating a locking device, at a point on the sash member within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the window while, simultaneously, an additional concentrated load of seventy-five (75) pounds is applied to the same area of the same sash member in the direction perpendicular to the plane of the glass toward the exterior side of the window. With the load removed, apply the manipulation test clescribed in subsection (13)(3)(1), supra. (d) With the sliding sash lifted upward to the full limit within the confines of the window frame, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member incorporating a locking device, at a point on the sash within six (6) inches of the locking device, in the direction parallel to the plane of glass that would tend to open the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), supra. (e) With the sliding sash lifted upward to the full limit within the confines of the window frame, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member incorporating a locking device, at a point on the sash within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the window while, simultaneously, an additional concentrated load of seventy-five (75) pounds is applied to the same area of the same sash member in the direction perpendicular to the plane of the glass towards the interior side of the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), supra. (f) With the sliding sash lifted upward to the full limit within the confides of the window frame, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member incorporating a locking device, at a point on the sash member within six (6) inches of the locking device, (3) Tests shall be performed on the samples iin the following order: (a) With the panels in the test position, a concentrated load of eight hundred (800) pounds shall be applied to the vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the door. With the load removed, determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. (b) With panels in the test position, a concentrated load of fifty (50) pounds shall be applied to the vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane Of the glass that would tend to open the door while, simultaneously, an additional concentrated Load of two hundred (200) pounds is applied to the same area of the same stile in a direction perpendicular to the plane of glass toward the interior side of the building. With the load applied, determine if the primary locking device can be unlocked by manipulation as directed in Test (1), infra. (c) Repeat test (b) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. (d) With the panels in the test position, a concentrated load of fifty (50) pounds shall be applied to the vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane Of the glass that would tend to open the door while simultaneously, an additional concentrated Load of two hundred (200) pounds is applied to the same stile in the direction perpendicular to the plane of the glass toward the exterior side of the door. With the load applied, determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. (e) Repeat Test (d) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. (f) With the movable panel lifted upward to its full limit within the confines of the door frame, a concentrated load of eight hundred (800) pounds shall be applied separately to each vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the door. With the load removed, determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. (g) With the movable panel lifted upward to its full limit within the confines of the door frames, a concentrated load of fifty (50) pounds shall tie applied to the vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the door while, simultaneously, an additional concentrated load of two hundred (200) pounds is applied to the same area of the same stile in the direction perpendicular to the plane of the glass toward the interior side of the door. With load applied, determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. (h) Repeat Test (g) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. (i) With the movable panel lifted upward to its full limit within the confines of the door panel, a concentrated load of fifty (50) pounds shall tie applied to the vertical stile incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane of glass that would tend to open the door while, simultaneously, and additional concentrated load of two hundred (200) pounds is applied to the same! area of the same stile in the direction perpendicular to the plane of the glass toward the exterior side of the door. With the load applied, determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. (j) Repeat Test (i) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. (k) For inside sliding doors, repeat Test (d) while simultaneously applying a concentrated load of fifty (50) pounds at the end of the movable bottom rail near the meeting stiles inward. For outside sliding doors, repeat Test (d) while simultaneously applying a concentrated load of fifty (50) pounds at the end of the movable bottom rail near the meeting stiles and outward. (I) Lift, push, pull, or otherwise manipulate by hand the door relative to the clearances within the frame while attempting to open the door. This test shall be conducted continuously for five (5) minutes. Examine the assembly and determine a method and position for inserting a tool through the assembly from the outside so as to contact the primary locking device or the latch. Two (2) different tools shall be used: A knife or spatula with a thin blade approximately one -thirty-second (1/32) inch thick, not more than one (1) inch wide and no longer than six (6) inches; and a piece of stiff steel wire with a diameter of approximately one -sixteenth (1/16) inch. Determine whether it is possible to insert the wire or manipulate with either of these tools so as to unlock the door within a five-minute time period. (m) With the following tools: 1. A knife or spatula with a thin blade approximately one -thirty-second (1/32) inch thick, not more than one (1) inch wide, and no longer than six (6) inches; and 2. A straight or Phillips screwdriver with a maximum six (6) inch shaft. Remove from the door assembly all screws, glazing heads, or other mechanical fasteners which can be removed readily from the exterior within a time limit of five (5) minutes. Determine if the primary locking device can be unlocked or entry gained by manipulation as described in Test (1), infra. (4) Fixed panels. Fixed panels shall be fastened in accordance with the manufacturer's instructions. Tests shall be performed in the following order: (a) With the panels in the normal position, a concentrated load of three hundred (300) pounds shall be applied at midspan of the fixed jambstile in the direction parallel to the plane of the glass that would • i Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2 17- � 0 0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D* 0AK IN VESTNiL NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Ir— O N Q U Q Z Q Q Z U) F W W U) W Ln 06 W No. Date Description CH_ G m ZD U) U W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARc1.1 ILL ,1/ ` 31 No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF of CD License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS COPYRIGHT O Al 111111111111123   City Council  23 – 83 12/6/2022   m � I I �Q FIFTHISTREET - - - - - qw I I I I I LU WII ry v!I L 2 U Z W rI H I I I STAIRAd - 1 ❑ ii I ' I I p l C. ❑ ❑ II J \ 23 / L---------Li Li L I < � ___-_-___I I z El I I o LUI I b � I I N LL I I I I I I I I I - — - - - - - ---------_-�// I — I LEGEND - BUILDING ENTRANCE � 150' HOSE MAX PULL W/FIRE TRUCK ACTUAL HOSE PULL FROM XX ------ STANDPIPE OR FIRE HYDRANT • STANDPIPE IN STAIR ENCLOSURES ----- 150'HOSEPULL STAIR ENCLOSURE ELEVATOR SHAFT FIRE WALL +O+ FIRE HYDRANT * EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS KB KNOX BOX Kos KEYED OVERRIDE SWITCH FIRE ACCESS TO THE ENTRY DOOR OF FURTHEST UNIT IS NO MORE THAN 300' MAX FROM FIRE HYDRANT (AS DEMONSTRATED): 150' MAX FROM THE FIRE HYDRANT TO THE BUILDING ACCESS POINT + 150' MAX TO THE UNIT ENTRY DOOR 1 V\JI \ 1 1 I V 1 1 \LL 1 FIRE ACCESS NOTES 1. PROVIDE AN ELECTRIC KNOX BOX KEYED OVERRIDE SWITCH FIRE ACCESS KEYNOTES 6' TALL SECURITY GATE 2� T TALL SWING GATE - NO LATCHING OR LOCKING MECHANISM TO BE INSTALLED BUILDING ADDRESS SIGNAGE. REFER TO ELEVATIONS. I I +@+ I I _T - - - - - - - - - - - - - - - - -- - -- - Z Z oLU I • . I . � I � S _ C-) `\ LP 0 0 7K 1 7TTI'il f� �JLLrL�J� � I 1 1 0 ' 1 i I I 1 1 ❑ 1 I I 1 1 � ❑ o 0 0 1 1 1 ❑ I I 7 1 0 ' ~I 0 LU1 1 IJ f — — — — -- — — — — — — — — — — 1 V )H o-1 �H LU - - - - -------- �I -- '� Z I s NN <<. ti\ II I I I I I I I I I I I I ■ d I ■ ROOF �CCCESS Ili iil 111 © � I m l I • �+a� I A / _ J L. -- I — — — — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II A6 FIRE ACCESS PLAN I SCALE: 1 "=20' 1 1 FIRE HYDRANTS PER FIRE CODE SEC 57.09.06.E ALL PORTIONS OF THE EXTERIOR WALLS IS NO MORE THAN 300' FROM A PUBLIC OR PRIVATE FIRE HYDRANT. FIRE APPARATUS ACCESS ROADS PER FIRE CODE SEC 503.1.1 THE FIRE APPARATUS ACCESS ROAD SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. FIRE ACESS LANES ALL FIRE ACCESS LANES AROUND THE SITE ARE MARKED WITH PRE-EXISTING SIGNAGE. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'1'?IiEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 W Moi Wh No. Date Description H 2i W ZD r �./ ) Ise Lu 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1.1� c&D ARCI �,, LL N N No. C29795 II RENEWAL DATE AUGUST 31, 2023 1 9TF OF License Stamp o FIRE ACCESS PLAN Al �30   City Council  23 – 84 12/6/2022   I COPYRIGHT 4th & Mortimer Building B - Fire Flow Analysis Curve 60 STATIC PRESSURE: 54 PSI @ 0 GPM 50 STATIC PRESSURE: 50 PSI @ 1126 GPM 40 -� 30 - - ; 20 -f-t- --{ I CL REQUIRED FIRE FLOW: 20 PSI @ 2715 GPM 10 AVAILABLE FIRE FLOW: 20 PSI @ 3575 GPM 0 -10 2D80m00020040016001800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 Flow (GPM) QZ=Q1 * i CS-P2�0.54 S-P1 Where: Qt: Flow test GPM = 1,126 GPM S: ]Flow test static pressure = 54 PSI Pi: Flow test residual pressure = 50 PSI P2: 20 PSI Q2: Available flow at 20 PSI C 54-20�0.54 Q2 = 1,12(i * 54-50 Q2 = 3,575 GPM Note: See fire flow graph included. Conclusion: Because the available water flow (3,575 GPM at 20 PSI) exceeds the building water demand (2,715 GPM at 20 PSI), the water supply is adequate for the protection of the proposed building. Note: These findings are for available site water flow only and do not prove available pressures inside the building as required by afire sprinkler system. Thank You, Craig Spicer Manager- Engineering Department Automatic Fire Sprinklers 714-841-2066 x410 June 27, 2022 KTGY Attn: Debbie Holland Reference: 4' & Mortimer Building B Santa Ana, CA Building Description: Mixed -use 5-story structure combining 70 residential units with parking located in Santa Ana, California. Building Areas: Level 01: 21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A) Level 02: 21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A) Level 03: 21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A) Level 04: 21,550 sq.ft. (Type I -A) / 20,501 sq.ft. (Type III -A)) Level 05: 20,501 sq.ft. (Type III -A) Total Area Type I -A: 86,200 sq.ft. Total Area Type III -A: 102,505 sq.ft. Total Area: 188,705 sq.ft. Fire Flow Demands: Fire Flow Per Construction Type (CFC 2019 Table B105.1(2) with 50% reduction per OCFA Guideline B-09) Type I -A: 188,705 sq.ft. = 2,375 GPM Type III -A: 188,705 sq.ft. = 3,000 GPM Percentage of Building: Type I -A: (86,200 sq.ft. / 188,705 sq.ft.) * 100 = 45.7% Type III -A: (102,505 sq.ft. / 188,705 sq.ft.) * 100 = 54.3% Therefore: (.457 x 2,375 GPM) + (.543 x 3,000 GPM) = 2715 GPM The required minimum fire -flow is 2,715 GPM. Building Fire Flow Available: The following calculation is used to determine the total available flow at 20 PSI. Water flow information corresponds to Hydrant #3896. 4th & Mortimer Building A - Fire Flow Analysis Curve 30 3 w 20 -10 _11i"r, 11 2§U80m00020040016001800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 Flow (GPM) 44UU 4buu Building Fire Flow Available: The following calculation is used to determine the total available flow at 20 PSI. Water flow information corresponds to Hydrant #3896. Q2=Q1 (S-P2) 0 * 54 S-P1 Where: Qi: Flow test GPM = 1,126 GPM S: Flow test static pressure = 54 PSI Pi: Flow test residual pressure = 50 PSI P2: 20 PSI Q2: Available flow at 20 PSI (Q2 54-20\0.54 =1,126 *54-50/) Q2 = 3,575 GPM Note: See fire flow graph included. Conclusion: Because the available water flow (3,575 GPM at 20 PSI) exceeds the building water demand (2,937 GPM at 20 PSI), the water supply is adequate for the protection of the proposed building. Note: These findings are for available site water flow only and do not prove available pressures inside the building as required by afire sprinkler system. Thank You, Craig Spicer Manager- Engineering Department Automatic Fire Sprinklers 714-841-2066 x410 June 27, 2022 KTGY Attn: Debbie Holland Reference: 4' & Mortimer Building A Santa Ana, CA Building Description: Mixed -use 7-story structure combining 99 residential units with parking, commercial, and amenity located in Santa Ana, California. Building Areas: Level 01: 45,340 sq.ft. (Type I -A) / 5,286 sq.ft. (Type III -A) Level 02: 33,084 sq.ft. (Type I -A) / 5,286 sq.ft. (Type III -A) Level 03: 21,335 sq.ft. (Type I -A) / 36,851 sq.ft. (Type III -A) Level 04: 21,335 sq.ft. (Type I -A) / 21,325 sq.ft. (Type III -A) Level 05: 21,335 sq.ft. (Type I -A) / 23,644 sq.ft. (Type III -A) Level 06: 23,644 sq.ft. (Type III -A) Level 07: 23,644 sq.ft. (Type III -A) Total Area Type I -A: 142,429 sq.ft. Total Area Type III -A: 139,680 sq.ft. Total Area: 282,109 sq.ft. Fire Flow Demands: Fire Flow Per Construction Type (CFC 2019 Table B 105.1(2) with 50% reduction per OCFA Guideline B-09) Type I -A: 282,109 sq.ft. = 2,875 GPM Type III -A: 282,109 sq.ft. = 3,000 GPM Percentage of Building: Type I -A: (142,429 sq.ft. / 282,109 sq.ft.) * 100 = 50.5% Type III -A: (139,680 sq.ft. / 282,109 sq.ft.) * 100 = 49.5% Therefore: (.505 x 2,875 GPM) + (.495 x 3,000 GPM) = 2,937 GPM The required minimum fire -flow is 2,937 GPM. SoCal Flow Testing 3741 Rose Dr, Yorba Linda, CA 92886 714-261-5716 *** 714-393-3877 email: info@socalflowtest.com Hydrant Flow Test Report Project Test date 11 /19/21 Address 4" St & Mortimer St Test time 09:00 City Santa Ana State CA File no. Test hydrant location Northeast corner of 51h St & Mortimer St Hydr # 3896 Elev (ft +/-) Grade Flow hydrant location Northeast corner of 5th St & Mintner St Hydr # 3895 Elev (ft +/-) Grade Static Pressure 54 _PSI Report Date 11/19/21 Outlet C-value Diam Pitot Volume A 0.9 2.0 0 PSI 0 GPM B 0.9 2.5 45 PSI 1126 GPM C 0.9 3.0 0 PSI 0 GPM D 0.83 4.0 0 PSI 0 GPM Residual Pressure 50 PSI at an observed volume of 1126 GPM Projected Pressure 20 PSI calculates to a volume of 3575 GPM Although the results are accurate for the date and time given, they may not accurately reflect higher or lower readings which vary due to seasonal conditions and time of day. Per NFPA 24-10, Table C.4.10.1(a), note 1, Q=29.84 x c(d)2(p)05 Symbols Per NFPA 24-10, Paragraph C.4.10.1.2, Qr = Qf x (hr/hf)0-54 (D= Test hydrant North Test by: Hildebrandt = Flow hydrant *= ' T F Witness Jason Clemente Water Services Quality Inspector r �� Santa Ana Public Works Client Josh Ruiz Fuscoe Engineering (949) 474-1960 cc: ryhernandez@santa-ana.org jclemente5@santa-ana.org jruiz@fuscoe.com anelson@redoakinv.com r) J 4`- OCFA WATER AVAILABILITY FORM -F -o SECTION A: To be completed by customer Project Name` - - OCFA SR #: Project Address: t-i TR Sr, AND tz ST City: SAtv-t h Applicant Phone #: ( ) Fax Areapf largest building ftz; Construction type? (check one): LA is un us tun ule lv vn; ve ❑12El c_ cal Is this building sprinklered throughout? (check one) SECTION B: To be completed by local water department/district Customer to provide results to OCFA Water DepartmenJDistrict: OF 5AIVIA /DNA f Q6C-"L wo2,1C_5 AC-Aj�_NGY Test locationndicate address or cross -streets & provide reference map): -"lam of_ _ STN $ MO9-11 µK. " Hydrant number(s) (if applicable): Tk__ .ST : 316 cl 6 F L a vJ ; 3 c 0j ram- ; Elevation of test hydrant: (S ILA OCS feet above ea level r Date of Test': i t./I ol / 2.1 Time of test': v o 0 pnr Test to be performed as rose as possible to the time that the lowest flows and pressures are expected (e.g.. M-F. 6 00 - 9'00 0m and 5:00 - "0 pm) FLOW TEST RESULTS TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE TESTIS PERFORMED Static pr496ure: S LA psi - Residual pressure: 5 C� psi I Observed flow-, 'LiSr5l%� l/ I Z� gpm Flow calc'd at 20 psi: 35 -1 TSgpm _- Check the box if the test informationabove was4¢talned in a manner other than an actual flo,v tes: ii.e, by computer'mocieling). Based on fluctuations known to exist at the site of the test, provide estimated values for the following: 9 Maximum static pressure psi Minimum static pressure psi Minimum residual pressure psi Minimum residual flow 9pm I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on -site observation certify that the above information is correct. Name, $ 1 E , _ Company./Agency: C)C 5A+q.Ai All! Signature: �� Title: vJ1k10 V SEMI (F5 GL"^%M-1 tivS�LLTO,t Date: i( i - ) Revrsed"1�.71 �`ese= Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Pro pect Contact: Debbie Holland Email: d❑olland@ktgy.com Principal: Wil Wong Protect Designer: D. ScCoolmeester Propect Director: Debbie Holland Developer E D OAK INVEST ,1EN'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF I O N d� Q U Q Z Q Q Z U) LU LU U) LU 7- Lid 06 LO It No. Date Descri ❑lion 1-- 2 100 ZD U) - i U w U Z Q It is UE) clients responsibility Dior to or during construction to notigr toe arcdtect in L:riting ooany Cerceived errors or omissions in t b flans and s ecikations o000c0 a contractor tmrougi ly kno iledgeable 7it7 t e building codes and meta ods of construction si ould reasonably be aoare. Written instructions addressing suc❑ Cerceived errors or omissions s all be received fitom tie arc0tect I rior to 6 e client or clients subcontractors roceeding Lit- t-e fork. TOe client All be responsible Dr any de[ects in construction i_t_ese socedures are not ollo ed. v J D ARcy',TF L.L �J N N * No. C29795 * 0 RENEWAL DATE AUGUST 31, 2023 Q- �9TF 1 cF �F r O C A\- License Stamp o FIRE FLOW TEST REPORT Al ■ 1   City Council  23 – 85 12/6/2022   COPYRIGHT Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 r11— Q U Q Z Q Q Z U) F- W W ry U) W LO LO 06 LO It No. Date Description J Q 75 co ZD Cn U w U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. ARcyl ILL G��SE0 T, N N No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 OF \� CD CAA- License Stamp o CALCULATED GRADE PLANE & BUILDING HEIGHT BUILDINGAl 7'T COPYRIGHT . 40   City Council  23 – 86 12/6/2022   = I I -- ' I O I I z I 00PC a I I — _ \ p NLLJ zn \ I D / I 0 — — — — — — � I - _ -- 1h- -- _ -----Ar 0 6" UNLIM T t)PNG '�El I I II ='4 1 I ■ I II „ II I , �I II ❑ ❑ ------------- __------ 43'I � NLIMITE PING _ I I ,II li I�� 0�0 I, ❑ � �� I �II o c—f J o 0 0 0 o I I I ■ II � — I I � I III ; C II ; �, o ■ I I � I I I III � I I I ----------------- �� III I I III I I J I 36-'❑ I ------ -------------J o o ❑ --- ----------______________=---- UNLIMIT OPN ----- ❑ II III I I I I III I C I a it � j1 I I II 4i II � I II I I I S FO I II II 33'-4" ii UNLI ITEDOPNG II II L I 46 I II I CO I � II II I I II II I I -------------------------Q------------------n-- I I � rrl r - - nTnnTnrl7nrn E I � IIIIIIIIIII IIIIIIIIIIIIIIIIII II I IIIIIIIIII IIIIIIIIIIIIIIIIII II I I LiU1U111U1111J-LU �++ I T 32'-11" _LI �� ---- UNLIMITED P G I - El El I I I I 1 i I — I I I I � L-I ❑ , C:1 __ - -EJ - -JJ — o I J ® L --J ----- L-------J L-------J L-------J L--- L� LI I __ I n� I L < n I A16 I z L _ 0 § LLI LU M 0 I �F- I I z I I = z I - - - - - - - - - ----------- -- ------------------------------------------------------------- - - - — i I� FIRE SEPARATION DISTANCE LEVEL 1 SCALE:1/16"=l' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS (X) SF WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX 01111�MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE - - PROPERTY LINE CENTERLINE OF STREET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF No. O N d� U z z W NWN vJ W r Lid 06 LID Nt Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARcy/T�' No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A J Q I— H W �ZD v ) U W 2 U z Q J 1r n V LL N N O N COPYRIGHT Qc Al �50   City Council  23 – 87 12/6/2022   I d FIRE SEPARATION DISTANCE LEVEL 31 SCALE:1/16"=l' OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS ® WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE - - — PROPERTY LINE 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0 ARCy�T �0 �0,A No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A J Q m ZD co U W 2 U z Q J `n 1r n V LL N N O N r 0 CID C) CENTERLINE OF STREET COPYRIGHT Al -5   City Council  23 – 88 12/6/2022   FIRE SEPARATION DISTANCE LEVEL 1 I SCALE:1/16"=1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS (X) SF WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45°/a OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 a:�r:�Y.r��y�xyiyia�»is��ya��_�r�•:�r•��r_��yx•:►�a�xc�r�•:rl ------- IMAGINARY LOT LINE - - PROPERTY LINE CENTERLINE OF STREET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i No. 0 N d� Q U Q z Q Q z W W W W u7 06 LID Nt Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. c&D ARC//'/T ��A No. C29795 RENEWAL DATE AUGUST 31' 2023 OF CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING B J Q H 75 00 Cn Ise W 2 U z Q J n 11 n V U— N N O N COPYRIGHT Al � 52   City Council  23 – 89 12/6/2022   )F PLP 101 -rn � 1 ti' Ins FIRE SEPARATION DISTANCE 10' TO -15' MAX 45% UNPROTECTED OPENINGS FLOOR WALL AREA OPEN AREA OPEN % 5 363 S. F. 32 S.F. 8.8% 4 363 S. F. 32 S.F. 8.8% 3 363 S. F. 32 S.F. 8.8% 2 363 S.F. 32 S.F. 8.8% 1 399 S.F. 10 S.F. 2.5% a 20< BUILDING B SOUTH ELEVATION SCALE: 1/8"=l' 1 10' TO <15' 20< 45% OPEN UNIT 3.1A JNLIMITED OPENING / ALLOWED ■ ■1��!�,��'��rJ� J1J1J�JJilJlilisisisi..3 .JijijiJiJiJiJiJiJ� JiJiJrJrJrJrJjJjJjJjJli3� �li�iZiZi�ijijijiiiJiJiJiJiJiJiJ .i rJ'rJjJjJjJjJ1J��liZ1 Ell 11:1 1:11 H14,F11F111 �� IM1111,11 ��IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII 1L. 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III I I r r r•� I IIIII. )/ I �iiiir / iiiiaiiJ�1 iiiiiJ (iiiiia) � IIII/ i.■en...ml I I IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � it __= J�� ___ �� IIIIIIIIIII I __= J�_I =_= J� � , _____ �_� � __ � .� ___ �// it I I I!.:::::::.�I:I I I ENO IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �//�///�/�/ �� "' �:� � � i � �,__ .._..._--. -...-- .,'--, �+ � � �� / %� � � � � + Y �� + � � �1___ r._-• _-- r--.. _. ,�� 1►Ii,IIi1G:.1�1E�h:G1►,I/II�I�Ii1G1�I � � �/ j' � �/1.1�1►��i171�/A!1171�/.1►,IE�Ii1�� 1 ► / / lil I I/ �I/I I/ /1 /I I/li / // /il/ I I I I/ ��/I I/ �1� 1►Q0I�1I1'I 1r111 De liI.:.e211. .1 .,till 0"ou"0110, 1—l—:I 'I 11�� — _ � � � ■■ii�liiilliilfliilm:rmm�lfiiiL �inlGililmlGilillmr111:11i1G■ BUILDING B EAST ELEVATION SCALE: 1/8"-1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS ® WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N Q U Q z Q Q z U) F- LU LU LU 06 V- Nt No. Date Description F--- 2 m ZD U W U z Q It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding . ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. S&D ARcyll ILL �A CAI CIA No. C29795 C) RENEWAL DATE CN AUGUST 31, 2023 Q' Of- r (i CA�� License Stamp o EXTERIOR OPENING ANALYSIS BUILDING B COPYRIGHT Al   City Council  23 – 90 12/6/2022   160.63' _ 50.54' 140.46' _ 128.58' E lUl -------- --------'-------------------------- ----------------------------------------------- f 1 CI ----------------------- 166 S.F. 166 S.F. 166 S.F. 241 S.F. 181 S.F. 192 S.F. F A2-42 161 S.F. 161 S.F. 161 S.F. 186 S.F. 212 S.F. 138 S.F. 138 S.F. 162 S.F. 134 S.F. E lUl -------------------------------- --------4--------------------------------- E E TIER 1; 1 S.F. A _ _ _ _ _ _ _ _ _ :181 S.F. 167 SQ. FT. 181 S.F. 167 S.F. 181 S.F. 167 S.F. r0i 0 0 10rE FFE-11100-1111 ❑C BUILDING A - GARAGE WEST ELEVATION I SCALE:1/8"=1' 2 I _ 1160.63' 150.54' _ 140.46' 128.58' EXTERIOR OPENINGS ANALYSIS (NOT LESS THAN 20% OF THE TOTAL PERIMETER WALL AREA OF EACH TIER) FLOOR WALL OPEN OPEN % AREA AREA 4 2,708 S.F. 907 S.F. 33.4% 3 5,625 S.F. 1,325 S.F. 23.5% 2 5,549S.F. 1,191 S.F. 21.4% 1 6,243 S.F. 1,305 S.F. 20.9% EXTERIOR OPENINGS ANALYSIS (NOT LESS THAN 40% OF THE PERIMETER WALL LENGTH OF EACH TIER) FLOOR WALL LENGTH OPEN LENGTH OPEN % 5 439'-4" 439'-4" 100% 4 617'-4" 356-11" 57.8% 3 617'-4" 207'-6" 33.6% 2 617'-4" 186 4' 30.1 % 1 617'-4" 177'4" 28.7% EXTERIOR OPENINGS ANALYSIS (INTERIOR WALLS SHALL BE NOT LESS THAN 20% OPEN W/ UNIFORMLY OPENINGS) FLOOR INT. WALL INT. OPEN OPEN % AREA AREA 3 283 S.F. 704 S.F. 237.8% 2 283 S.F. 526 S.F. 177.7% 1 309 S.F. 539 S.F. 176.0% BUILDING A - GARAGE NORTH ELEVATION SCALE: 1/8"=1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS (X) SF WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET @ 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 LLJ ry 0 z Q No. Date Description H 2i W Z) r �./ ) Ise w 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. c&D ARcyl U- �0 0,,A CV CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 qTF �F �F C) C A� License Stamp o EXTERIOR OPENING ANALYSIS BUILDING A GARAGE COPYRIGHT O Al � 54   City Council  23 – 91 12/6/2022   --------------------------------------- P7 IN Vz 71-7 zz zz lo REFER TO Al-54 FOR INFORMATION NOT SHOWN - BUILDING A - GARAGE EAST ELEVATION SCALE: 1/8"=1' 2 REFER TO Al-54 FOR INFORMATION NOT SHOWN BUILDING A - GARAGE SOUTH ELEVATION SCALE: 1/8"=1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 — — — — — EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE - - — PROPERTY LINE CENTERLINE OF STREET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. FPS&D ARCy,,T No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A GARAGE z Q J C`L 1rn C U— N N O N r C) 00 C) Al �55   City Council  23 – 92 12/6/2022   COPYRIGHT U E 169 S.F. E E E 220 S.F. 179 S.F. i 131 F 289 � \ 22) ( 20 ) (17) (15) (14 BUILDING B - GARAGE EAST ELEVATION �JiJiJrJrJrJri r� r POO EXTERIOR OPENINGS ANALYSIS (NOT LESS THAN 20% OF THE TOTAL PERIMETER WALL AREA OF EACH TIER) FLOOR WALL OPEN OPEN % AREA AREA 3 5,415 S.F. 1,884 S.F. 34.7% 2 5,572 S.F. 1,210 S.F. 21.7% 1 6,590 S.F. 1,305 S.F. 19.8% EXTERIOR OPENINGS ANALYSIS (NOT LESS THAN 40% OF THE PERIMETER WALL LENGTH OF EACH TIER) WALL OPEN FLOOR LENGTH LENGTH OPEN % 4 367'-5" 367'-5" 100.0% 3 616'-8" 286'-5" 46.4% 2 616'-8" 213'-51/2" 34.6% 1 616'-8" 205'-81/2" 33.3% EXTERIOR OPENINGS ANALYSIS (INTERIOR WALLS SHALL BE NOT LESS THAN 20% OPEN W/ UNIFORMLY OPENINGS) FLOOR INT. WALL INT. OPEN OPEN % AREA AREA 3 369 S.F. 644 S.F. 174.5% 2 369 S.F. 644 S.F. 174.5% 1 405 S.F. 676 S.F. 166.9% SCALE:1/8"=1' 2 BUILDING B - GARAGE NORTH ELEVATION I SCALE: 1/8"=1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS ® WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE - - — PROPERTY LINE Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED7 OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N d� Q U Q z Q Q z U) W Cn W r LO 06 LO 7— It Wh No. Date Description H i W rD V ) Ile w U z Q It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ir f% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARP L.L •` �� N ��UR°tip N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 r O CA`\�0�� License Stamp o EXTERIOR OPENING ANALYSIS BUILDING B GARAGE CENTERLINE OF STREET COPYRIGHT Alti   City Council  23 – 93 12/6/2022   --------------------------------------- ell N/ lo REFER TO Al-56 FOR INFORMATION NOT SHOWN BUILDING B — GARAGE WEST ELEVATION SCALE:1/8"=1' 2 10 ell REFER TO Al-56 FOR INFORMATION NOT SHOWN BUILDING B — GARAGE SOUTH ELEVATION SCALE:1/8"=1' 1 OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS (X) SF WALL AREA USED FOR ANALYSIS FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES 10' TO <15' 45% OPNG MAX MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 — — — — — EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION ------- IMAGINARY LOT LINE - - PROPERTY LINE CENTERLINE OF STREET Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0AK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i No. 0 N d� Q U Q z Q Q z W W W W 06 LID Nt Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy'1T No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF � OF CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING B GARAGE Al -57 z Q J 1r n V LL N N O N   City Council  23 – 94 12/6/2022   COPYRIGHT U 20 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑00000010-1 12 12 ❑ o p p n n n DETECTABLE WARNINGS, MIN 36" WIDE o a ❑ r_ AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX -�- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE 17777777777, CMU WALL - SEE STRUCTURAL 11/1111, X CONCRETE WALL - SEE STRUCTURAL AD-XX X ------------- AIRCRAFT CABLE VEHICULAR BARRIER ADAX 16 FULL HEIGHT STEEL FENCING AD 31 I I I ��CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 5❑ EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F LU L LI U) LU LO V_ Lid 06 LO V_ Nt W No. Date Description CH G W ZD U) Ise LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC1.1'1TF' LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF CF C A\- License Stamp o BUILDING A FIRST LEVEL FLOOR PLAN A2�1 1   City Council  23 – 95 12/6/2022   BUILDING A FIRST FLOOR PLAN I SCALE: 3/32"=1'-01 1 COPYRIGHT �C/ C.2 0 E F 9 P P.4 ''00 P.5 P.6 Q S T r M2, 1111111 'z_) 185'-4" 164" 31 '-6" 28'-6" 31'-6" 30'-0" 31'-6" 16-0" 1'-5" 3'-8" 11'-3" '_9' 1 - '-8' K1'-611 1 I I A2-20 I 11rv7�1 �'G II II I I I Ip !II II I I I IIRD 44 I 11ur� I 124.68' 1 4.90 125.07' IIII J " dd ..,:.••...::..•:..:..,,•..., :,..•.... ..... 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TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER X AD-XX 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON -GRADE SLABS WHERE MOISTURE -SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. SLAB & FRAMING ALIGNMENT V�JALL ASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS ,) ALIGN EXTERIOR FINISH �1 iJ ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB ALL ASSEMB r PER PLAN L:� MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR -SEE ARCH AND STRL PLANS EXTERIOR FINISH a IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM A e 'Z" FLASHING OR SIMILAR APPROVED MATERIAL a 1 ALTERNATIVELY: PROVIDE SUITABLE FILL MATERIAL OR EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR DIMENSION POINT WALL SUBSTRATE. GC TO COORDINATE WITH PER FLOOR PLAN ARCHITECT OjYP SLAB ON GRADE SYMBOL LEGEND FD FLOOR DRAIN FD 2 STAGE FLOOR DRAIN DIRECTION OF SLOPE - 1/4" / FT U.N.O. FS SPOT ELEVATION RELATIVE TO Y-0" REFERENCE ELEVATION U.N.O. SEE -3" / CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB CONCRETE SLAB ON GRADE PER LANDSCAPE DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. � CONCRETE SLAB OVER STRUCTURAL FOAM -SEE STRUCTURAL FOR ADDITIONAL INFORMATION DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE KEYPLAN X ADAX X AD-XX • 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN"1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 U Q z z '^^ vJ LU NwN VJ W LO V_ LO 06 LO No. Date Description I- 2i 00 ZD r �./ ) U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /•� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J c&D ARcy,,A LL �o�c �A N ��UR N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9TF OF C A\- License Stamp o BUILDING A FIRST LEVEL SLAB PLAN FIRST LEVEL OVERALL SLAB PLAN I SCALE: 1/16"=1'-01 1 COPYRIGHT A2�1 1 S   City Council  23 – 96 12/6/2022   �20) BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 o 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE o r_ AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X ------------- AIRCRAFT CABLE VEHICULAR BARRIER ADAX 16 FULL HEIGHT STEEL FENCING AD 31 I I I ��CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 5❑ EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F LU L LI U) LU LO V_ Lid 06 LO V_ Nt W No. Date Description CH G W ZD U) Ise LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC1.1'1TF' LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF CF C A\- License Stamp o BUILDING A SECOND LEVEL FLOOR PLAN A2�1 2   City Council  23 – 97 12/6/2022   BUILDING A SECOND FLOOR PLAN I SCALE: 3/32"=1'-01 1 COPYRIGHT A B CD E F CG I C CS CT 20 3 3.2 3.4 4 4.3 5 5.1 6 6.1 8 8.8 8.9 9 10 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'4" 31'-6" 16-0" 3'-8" 11'-3" '_9' 1 - '-8' 1'-6" 1'-5" I 1 A2-20 I --------------- Ir11 II � 1 II I II I I I I u I II I 1 II� I II I nI 11 1 II I III � z J I I I I I II a I IIIr1 I I III�� I III I I 00 LU :004 +• I I T I I I I I I I I I I '': I I 1 ' I I I l� O C I .Ogg l� L ° 1, _00' _ '' ;I S AIRA2I11/\JLJJII 7111)ell�, �i�IT IRA J r--- � �1 I /r \lll-___J rr� III I II�oi iiI rI I I I I 133.08' I l l- _ IIII L JJ L JI U III � I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I II III L---�L J I u Ill U I 1 1 I I I I I - I I r, I I I I I ------- --------- ---------------- - 1 0.00' I I I I -------------------------------- I +------- I I I I +------------- -------------------- ----- I I Fc ---- +------ I I ----------------------- +---------- I I I ---------- +------ I I I --------------------- --- I II- III I Ij11111: I II III I II A2-43 4 •0 0000000o -1 °oo°oo°oo°oo - IL --__ I ____J L---- ----J I IL ---- ----J 1 IL ---- I ----J 132.85' I 1 I II I1 'Z eeee 139.62' I �I Ij1111� I I IP.91 II ---_---_---J> a �J _r--------- J - 00000000 II� f I it II Z7 0000°o°o I L- (_ __ __ III L I I I 11 1 000o I I I-�i� I 1 I L IDF I w j I 11 1 a I N FUDN UP 5°/ DOWN5%�_M I / 2111 A2-42 I II L- - I m==== "---------- p------ - - - - -- --�- -� \ COR IDOR� VEN ILATION I SHAFT �I Ij - 133.28' - - --� r---- --+-, I r---- I ----, I r---- I ----, I r---- I -- -, I r-- ----, IIX11I I II I v 140.00' I 140. 0' 1 I 140. -----------------------------------------t------- I , ---t------------------------------ , 1 , ------ ---t------ I ------t--------------------------- I ----------t------ , 133.08' , I I I Up 13 . �' 133. 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L E �� 11 II li STORAGE r---- - ---, r- --- 11 , 1 r --- I'L -- , L I \ / M R OOM `u------� _= i ii I o*i ---� _ rill'' LJII'. j1 I 11 I I I--- I I--- �r-----J I II II I`- L__ ° I I \ I 1 ILL ft �� r---- I Ir- o ty d ---------J' L------ I r I I I I I I I I I I I II 1 1 I I I Ir II I I I I II --- - L I STORAGE �_ - L---- IL- o -- -- - 0 ----� COMMON OPS --J j p l E3 l n r l jI L 11 I II SHARED GOODS II S ROOM :• rl L---- I --- I I ----------J IL �ILC^� IF - - - - - - - - - I I OPEN TO BELOW I I 1 111 'LE J 1 o I 1 04 N I I \ IIII L� /I-� I cV YOGA STORAGE A _ _ -- - A2 40 -- 1 POOL EQUIPMENT r---- - - - - i r---- I I ----� r---- I I 11 II II I / I Ill _ rr=�===__ I I r� j ,r,J I I , - I I I I II 1 _ __� II IIE31J I o - 50 m I I I I I 11 r---- - - - N = o - W (2) FUTURE GREASE SHAFTS - - - - - - - -- - - \ / I j L---J� �L-- --- IIIr, --J I 7t _ N - F r=� r-=--- ----� 11 11 I C I jl I ll _ f ---- I ABOVE I 1"" I 14-CORRIDOR R TAIL/RESTUARANT UTILITY CLOSET \ / / 1 I j \ / L--- - __; j I IIILJ I 1 n rL r=� I IIII r -1 I Cl) N 11 VENTILATION \ 1 I 11 M 1 SHAFT i / \ O STUDIO r�1 I i i1 CV iv STAIR A4 1 :•.I..:.... M I I Y It1 M N, iV Jn I I IIIIIIIII IIIIIII IIIIIIIIIII I I / \ r---- I - -, __ CORRIDOR VENTILATION 1---, I I I II AA3 rJ, \ I I I 1- rrrn I I I N F� ___ LJ I I -TAIF I L� I_I 1 1 _ - ----- _-- SHAFT __J 1 _ N / \\ i \ I N i 91 r73 / I� 1 L \ OPEN TO BELOW \ j OPEN T BELOW I L° I OPEN TO B LOW / 171 / I / \ n, LJ 1 /� LJ 00 \ \ j / � � � I� \ O 00 --t--- A2 41 - \ �F-I SF_1 �r�LP SF_1 11 11 1 F -P LJll �� LJ11 �� Jli �� LJ� I I b 0 LO I L--J L--J Lr-J L--J 1I I / II I � I 0) I 11 I L0 = r ' rL -�J -- --- D E I �41 A2-42 1 A2 21 2'-7 1 /2" 1,-4„ 4'-5" '-5' 24'-51/2" 16'-8 5/8" 27'-71/2' 13'-9" 0'-1" 30'-4" 30'-4" 16'-31/2" 4'-5" 17'-9 1 /2" 3'_9" 2'-0 1 /2" 14'-1" "71 12'-2 1 /2" 5'-4 7/8" 5'-9 1 /8" 5'-6" 1 N 31'-111/2" 27'-0" 244'-6" R.5 S S.4 T SLAB PLAN NOTES 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER X AD-XX 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON -GRADE SLABS WHERE MOISTURE -SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. SLAB & FRAMING ALIGNMENT ALL ASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS ,ply ALIGN EXTERIOR FINISH ° %1 ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB ALL ASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR -SEE ARCH AND STRL PLANS V/aEXTERIOR FINISH IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM a e Z" FLASHING OR SIMILAR APPROVED MATERIAL a I ALTERNATIVELY: PROVIDE SUITABLE FILL MATERIAL OR EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR DIMENSION POINT WALL SUBSTRATE. GC TO COORDINATE WITH PER FLOOR PLAN T ARCHITECT TYP SLAB ON GRADE SYMBOL LEGEND FD FLOOR DRAIN FD 2 STAGE FLOOR DRAIN DIRECTION OF SLOPE - 1/4" / FT U.N.O. FS SPOT ELEVATION RELATIVE TO Y-0" REFERENCE ELEVATION U.N.O. SEE -3" / CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS 6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB CONCRETE SLAB ON GRADE PER LANDSCAPE DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION SLOPE TO LEVEL KEYPLAN LEVEL TO SLOPE DEPRESSION TO SLOPE Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0AK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 rn U z z U) F LU L LI VJ LU LO V_ u7 06 LO Nt No. Date Description I- 2i W ZD r �./ ) U LU _ U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1.1� ARcy,/TF' LL G��SED N No. C29795 C) RENEWAL DATE CN AUGUST 31, 2023 � 9TF OF �F O C A\ License Stamp 100 o BUILDING A SECOND LEVEL SLAB PLAN (1_,U)2 (2. 1(4. 4 (4. 8(5. 2(5. 56.2 (7. 2 (8. 28.58.7 9.6 �9.7 10.1 10.2 10.3 (11 U11.2 11.5 11.7 12 (13) I COPYRIGHT C A2�1 2S   City Council  23 – 98 12/6/2022   BUILDING COMPOSITE PLAN NOTES 3 3.2 3.4 4 4.3 5 5.1 6 6.1 7 8 8.8 8.9 9 10 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE 185'-4" LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD 01 AD 02.1 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" ,_9rr 1 _ r ,_8, 1'-6" 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 10'-3" AIRS ACE 16'-1 1/2" AIRS ACE 25'-0" 7'-6" 7'-2 1/2" 1'- " 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 3 - 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 2 NIT 0.313 ill 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A5-70 V A301 5- ® 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. A ao - �l.....::.. ALL - - - - - -� - - - - :. . ...:... . .........; ..:; ...:'::..,� ..;.:• ::. - - -' ' " T 1 PROVIDE ACOUSTICAL ASSEMBLIES PER B / I Iri I I/ �� I I I I I I I I I I I I .50, I I I- 4 I Ilry I 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 1 �_J 0.06' / � T A2 iI `I � 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 I 11 I T IRA I \ - \1 I 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 1 J I I ` I I I I I I I I I I I I 144.50' I I I L_ _J I I J =_____ UNIT 4.1C-R G N 15. SEE STRUCTURAL DRAWINGS FOR: A SIZE & LOCATION ) ION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS _ I I I I I I I F C I I I I El A5-42 A2-43 LO 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM _ ----- ---------------- ------1�aoc�' -------+-------- _____________ --- ---------+----------+------------------------------ ----- ----+------------+--------------------------- ----------+------ ------+----144 2 '-- -- ---- ----- I C.2 I L------_J I J I I I L---- ----J I I L---- ----J I L---- I ----J I L __�_ 11 IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE I 5 149.68' I ® C -- - - I . VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. - a a I IDF w LL 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR / 32 32 l �1 n IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED CV b `e' F A2-42A , --- J UP 5% DOWN 5% 1 I 144.50' 32 11VEON TLATIO L _J HAFT D AND APPROVED. 17. PARKINGGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION - I .. _..._..._.. THROUGHOUT. - - - 144.50, - 0 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) z U 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 - - --� r---- --1-, I I I I r---- I I I r---- I I r---- I I I ', I : O ---J1 Q PROTECTION PER AD-31 1150.06' I I-- 1 50.P6' 150. --------- ---- - t------- 1 - t- t I t t 144.50' I i I � I I I =___ ____ ® � 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO Q SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. ' T-3 /2" 24'-6" T-4" 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. -- ----J L---_ -i-J •' L--- --' J L-- g -J �❑ CQ 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM 1 I DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. ° E v i, = - - - 0 - - - - - - -� 150.06' o o a o o - - - - - a a - - a - 144.50' a - - Lq z o - - - - I 6 ❑ - r L UNIT2.1C A303 o cfl C14_Q o I A5-21 co BUILDING PLAN LEGEND F • m 0 + 0 0 O 0 0 0 - - --- - F� DOOR SYMBOL A710 A7 20 0 LJ M 6 XX WINDOW &STOREFRONT SYMBOL A7 30 A7 40 G - - 149.00' - -~ 50 -_ _- i I _ I - �5 L--- FLOOR DRAIN -SEE PLMB - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X 149.00'I I 149t00' I I I I I I I I I I - - - - - - _ FEC SEMI RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH I I I - - - -----------------------------+----+---------------------------- ------------+-------+----------------------------+------ I}III I I I I I I I I I I �� 31 �___ L • LOCAL FIRE AUTHORITY. AD XX / lu_j I ___ i • DS DOWNSPOUT / �___ DIRECTION OF SLOPE - 1/4" / FT U.N.O. IWATERPROOF W TRAFFIC COATING X ADAl I UP 5% I, 6 • L J I X G.7 co / F�- CONCRETE TOPPING SLAB AD XX / (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) \ / G 0000 , o00000000 / o00000000 148.53' � 0000 o 0 0 0 0 o000000o F L UNIT 2.1 F-R A304 A5-22 o M 3 HR RATED FIRE WALL . - r--- +-- - -, 2-HR RATED FIRE BARRIER \ - I I 000eo I I 000eo o°o°o°eee I I I 149.0 r-- rt----� r---- ----, r---- ---- �o°o ono¢ oW , 7 00000 - L- - -- - � CONCRETE WHEEL STOP H _ M eeeoo - -- I I eeee --1-----------------------------------------L- - - - - I I I ------- 1--------- I --- -------- -------- I --I- I + I I I I + ------ - I - I I I ---------- +------ I I I I o°o°o o°o I I o0 0 ---1� ---- �r eee. o0 °o°°oo°oo°0000°oo°oo°oo°o eoee eo eo I I e°oe°o°o°o°o°oo° e° eueeeecc eoeoeoo eo I eo .oeoeoe e e I I SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. _ I- -J ❑ El�5 I5 ❑ 11I 1 5 5 ❑ 61 El oe000eoeococo° 5 I i I ii 2 f SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS / FS = FINISH SURFACE -6" TOC TOC = TOP OF STRUCTURAL CONCRETE SLAB "' - __A2-20 - - 7'-2 1/2" TO CURB = TOP OF CURB ih ---- ---- ACCESSIBLE PARKING SPACE [& - - -1 \ r I _ �, - F- I 'I T --, 14 0 0 0 O 0 5 I 144.50' 1 31 I 1 CO CONCRETE STRUCTURAL SLAB TRANSITIONS K °' _ N _ _ _ _ - d,_ 1 _ - - - - - - - 1 - - �' -�-�� ELEV Al II I DEPRESSION LEVEL TO SLOPE - - - - - - - - - 30 30 30 131 11 �' Lo POOL RESTROOM I I I 31 I A305 Iw A5 01 SLOPE TO LEVEL DEPRESSION TO SLOPE II r - I EXHAUST SHAFT A OVE 3 II U IT 0.1 D �i r i ®® A313 0 \ o ° _, I _ _ _ �� TRICAL METERS ° $P I I I I I o o r F _1 I R IDF V 31 �l L ° ° 2" A5 90 1'-3" MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM j��j� 30 A5-01 wl R I I ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR 3 VEST�BUILE AFF IN ALL OTHER LOCATIONS OF GARAGE. A5 94 UNIT 1.2A I I UNIT 1.2A-R ELEV A2 31 ❑ ❑ n n n ❑ 0 12 12 DETECTABLE WARNINGS, MIN 36" WIDE U - I A312 I A311 -- _ ___ A5 13 ____ -�1 ❑ � AD-01 AD-31 X (n 2r 3�� 2�� CLUBROOM E E i 3,3 WATERPROOF TRAFFIC COATING AD XX R M Q p p �� Co I p�N" a I I ?� Co F- 71 L CONCRETE TOPPING SLAB X 11 o � 1 (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD-XX 1 El � ii I OMENS T1I I ® ° 31 I ill FRAMED WALL 3 5/8"METAL STUD g A B T L_-.� . � �,l u / 1 I � 1 O Q r I I II \ J ® ® I -� FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 1 °1 ,�I fI I' I UNIT 4.1G N 40"HIGH CMU WALL W/ 3 5/8" METAL STUD ABOVE ° -- 3%MIN. I ? `° 31 0 --- u A �% MI". �` I \ UNIT 1.2A A5 43 i LO CMU WALL - SEE STRUCTURAL ❑ L 700/ MIN. I �� --- \� \ A307 -- I o o o q --- - +-- r UNIT UNIT 4.1J I A315 L A314 ------ (2) FUTURE A5-29 - A5-43 GREASE l / �I I- I\ y 77%MIN. \ %MIN. 2iL 1t% MIN. _ ,t-- _ - / s%MIN._ - I - T - _ -" { �' s%MIN. L____ _ J �` ---- ��___ �� ,I f I 3.5%MIN, �� 1 � CORRIDOR A513 VENTILATION J SHAFT 0 I °1 ❑ I --J CONCRETE WALL - SEE STRUCTURAL X AD-XX X AIRCRAFT CABLE VEHICULAR BARRIER - L_- I - - - 2%MIN. D z%MIN. ,_ - 25'-0" 6'-6" SHAFTS 22'-0" / 8�b" 9'-S"' " ,,--� �, �. ._ z%Mh. 23'-10"�-'� �� -9 1/ " ,' ^-Q MINA 22'-0 1/2" 2" 4' " 6' 7„ 2 "Ll AD XX FULL HEIGHT STEEL FENCING �40 �- %MIN 2 ACE 9% w. �, �� ,, ,,� w� �IR DACE a%Mw.�' -.- - U as%MIN. N L _ _0 c • • ----------------------- -------- \ �� _ - - -- \\ 4%MIN. / \V 4% MIN. �� - - I 1I \ , \ e 2%MIN. _ - /// ,. - ..,.,.,.., ,,....,,,,� �� ----- ------ /�\ _ III I \ 2% MIN. / \ n �__________ \ / - QJ/JMIN. / \ / 3% MIN. / - -�I ®erg 11 L_ ------- I CONCRETE COLUMN X I b u LITLL \ _, I _� ® 2%MIN. 2%MIN. 2% MIN. 2% MIN. � , I ADAx I COLUMN CAP n CORK -� II J VENT II SHAFT L-----A / �I v 2%MIN. z%MIN. 1= - �- 3% MIN. / \ \\ / ® I w L 30 2 IN. - , \3%MIN./ \ IIII KEYNOTES EI \ MIN. A _ A 4%MIN. A 3 MIN w 0 0 5'-1 �� 30 0 0 / / \ 2%MIN. 30 3� 2%MIN. \ A A v v UNIT 1.1A-R A A308 A fflf 3,3 ;;;; I 31 l 1 I 3 _ - co 1❑ LINE OF FLOOR ABOVE - Q I FE ° 30 ( STAIR A4 A5�6 ,/ o IN. I I ; 91'-9 1/2" / v A5-11 3% MIN. / V I A w / \ �9'-10" \ I ffff I J I ETA R �3 I A5-74 W UQ 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS Q ---- ---- FUTURE \ ® REFER CK, _ A/C LINES AND II o II CONTRO FO �� / U / Q2%MIN. 11 l �/ 3 -1 2%MIN. k"Il 3% MI o -LINES - -- ° Q in RETAIL PARKING SPACE 4❑ GUEST PARKING SPACE RESTAURANT _ \/\/ �22 1 0- A2 22 it 3,3 "�� 5❑ EV READY SPACE (FUTURE) v o o L�J 11 F_ 71 2 MIN. \\ \ 2%MIN. rr 7 L -I 6❑ EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 11 L _LJ 1 LL _J F_ -- MIN\ 3% MIN. \ ', ❑7CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 2.6A r u UNIT 2.2B-R ° (� A317 ------- - \\ L11`17 coo _ 2%MIN. 2%MIN. 13%MIN. _ �\ - ° D O"'L r _UNIT 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD 31 A5 35 C� A5-23 IF]\ 111 s, M1N v v , s%MIN. < > \ � / � , y / _ � 5% MIN. 5% MIN. � \\ � / UNIT 2.2D / u a Ihf UNIT 2.4A A309 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 rnl -- V / A / A / 3.5%MIN. 3.5%MIN. 3.5%MIN. = 3.5%MIN.,_ A vv A5-28 El VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 C -------- L - T ' / 3.5%MIN. / 5% Mw. 3.5%MIN. I L I f 5% MIN. A J A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT T-0" ABOVE FINISH FLOOR V-4 ° - - I 5%MIN. 2%MIN. ® MIN. 2%MIN. ® - - - z%MIN V o - I 5% MIN. �; V� 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 CV °I L ____________ EXPANSION JOINT, REFER TO SHEET AD-33 ' �� 0 - ' ��'� ��'� ��'� 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. D E 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB A2-41 A2-42 1 A2-21 34'-6" 37'-6" 91'-9 1/2" 37'-6" 33'-0" 7'-10 1/2 N AIRS ACE 243'-6" AIRS ACE BUILDING A THIRD LEVEL FLOOR PLAN SCALE: 3/32"=11-0111 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 CN U z Q z W F w Im- w LO V_ Lid 06 LO V_ No. Date Description t is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. c&D ARl No. C29795 RENEWAL DATE AUGUST 31, 2023 GF C A\-\ License Stamp L BUILDING A THIRD LEVEL FLOOR PLAN J Q I- H �M W ZD U W 2 U I CN N ll 1 A2�1 3   City Council  23 – 99 12/6/2022   COPYRIGHT (c) 1 -------------- n� — — F-----� 1 Ir�l l I I I II I III II I III III a z J I III�� III L r F— T — Ju II J I I �L hl n W I 111 I ° 411 JJI11 q — II I I oo� u I,pl II II �` IF 7 --J --- I u III I I CORRIDOR- ,'—'� VENTILATIO �— SHAFT=1717D ---1-, ul ul II I II I u W u I l � II I� 'L------------i Id ,. �J3J3 � III � II II z 1®i(�--� L �L----J�--- o __ ------- Iq II I 1 111 r� IgF91 Ig6�l LI in UL IIII �� L�•� ,� III 111 u I I 1 IILILL J In n II III III In � III III In In Irj F prr =1 F=======J == F-i "IN II LII J d1,—�L--� III — — I�---- �I ICI II j J in II ;-1r a r, r, it n JL�---L.� ir, 11 uI I II t I II II ICI II II q II 1L II II II �L&-� JL= I I I F I F -1 WILr—J Ilf f I I�LAJIL—= LL-------ter—_- II I I I hi III ICI II I II I I n II Ilr, III 01 In I III II IIL J II I � III nr —-- — L—---II I I II I,(� I II C Ia Ir 11711 LJ I 1 1 II L� n III II �j II II LL.J I I I 5 I II I II I --------� D I II I 11 I II I II I q I I I 11 I I II I II I Do101 I I I I I I II I I I I I I I II I II I SLAB PLAN NOTES 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER X AD-XX 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON -GRADE SLABS WHERE MOISTURE -SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - G SEE GEOTECH REPORT. A2-43 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. SLAB & FRAMING ALIGNMENT ALL ASSEMBLY PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS ��ly ALIGN EXTERIOR FINISH ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB ALL ASSEMB r PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS EXTERIOR FINISH lla�IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM A e L. FLASHING OR SIMILAR APPROVED MATERIAL a a /A ALTERNATIVELY: PROVIDE SUITABLE FILL MATERIAL OR EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR DIMENSION POINT WALL SUBSTRATE. GC TO COORDINATE WITH PER FLOOR PLAN ARCHITECT A TYP SLAB ON GRADE SYMBOL LEGEND FD FLOOR DRAIN FD 2 STAGE FLOOR DRAIN �71:7x�IN7�[�]�Y�i]»i/LliI��ila�l[i] -3" FS / SPOT ELEVATION RELATIVE TO Y-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB CONCRETE SLAB ON GRADE PER LANDSCAPE DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. LIM CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB [:><__ CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS jX" DEPRESSION SLOPE TO LEVEL KEYPLAN LEVEL TO SLOPE DEPRESSION TO SLOPE X AD-XX X AD-XX Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i O N U z z U) F LU U) w LO V_ Lid 06 LO V_ Nt W No. Date Description H 2i W ZD U) ` se U Lu 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing n of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF' LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF or C A� License Stamp o BUILDING A THIRD LEVEL SLAB PLAN COPYRIGHT A2�1 3S   City Council  23 – 100 12/6/2022   BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 o 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX ------------- AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 r_______, AD 31 I I CONCRETECOLUMN X I COLUMN CAP AD XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARC y�TF \ tic No. C29795 RENEWAL DATE AUGUST 31, 2023 or, C A\-� License Stamp BUILDING A FOURTH LEVEL FLOOR PLAN J Q CH GM W ZD U) Ise W 2 U z J 1r n V LL N CN C) N BUILDING A FOURTH LEVEL FLOOR PLAN I SCALE: 3/32"=1'-01 1 COPYRIGHT A2�1 4   City Council  23 – 101 12/6/2022   BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS = FINISH SURFACE -6" TOC TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS �? DEPRESSION LEVEL TOSLOPE 7�9 1�01 SLOPE TO LEVEL 7� DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000� 12 12 n n n n n n n DETECTABLE WARNINGS, MIN 36" WIDE AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX ------------- AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 r_______, AD 31 I I CONCRETECOLUMN X I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?1 EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARC y�TF \ tic No. C29795 RENEWAL DATE AUGUST 31, 2023 or, C A\-� License Stamp BUILDING A FIFTH LEVEL FLOOR PLAN J Q CH GM W ZD Cn Ise W 2 U z J 1rn C U_ N CN C) N BUILDING A FIFTH LEVEL FLOOR PLAN I SCALE: 3/32"=1'-01 1 COPYRIGHT A2�1 5   City Council  23 – 102 12/6/2022   v 3 A5-94 2' II p II II UNIT 0.1 D II ii El I ®® ®® r -1 A612 J � A5-01 dl I � Ree� +- r IYESTIIIUU LE I _tf-'_u_ _J -- UNIT 1.2B LO-Q1 IF- A, A611 - -- o A5-13 II �� 4 II II El F_ ❑ 4 rB IF V-4O------�� --� L _LI II Iw \ n F p co UNIT 4.1K L r UNIT 2.5B I �____ U."'r A613 A614 oA A5-43 (2) FUTURE A5-29 GREASELO A2 40 `I- 25'-0" 6'-6" SHAFTS 22'-0" / 8'-0" 9'-9" " 0 - AIRS ACE -- Ll El N N � II El / `- fr -1 CORR II II LL J VENT uJ SHAFT - JL-6 ----- -� U N-\\ LU u 60 0 0 I I 4 ih a Q5r 1 r, - L --- ❑ A5 76 FE 6b - FUTURE 6 _ STAIRA4 _ /LLI ® REFER R CK Q II A/C LINE AND II CONTRO o / LINESFOT`l - $ - - - - - 2� Q RESTAURANT - LFEC _ oo 1 ! �J F_7 1 L JJ I Cl) 0UNIT 2.6A r UNIT 2.2B-R ----- A615 A616 I? A5-35 ® 11 C� A5-24 M L -- C --- �41 KLSC:9Y II II II II I I� D A2-41 AIRSPACE kl/ZI-111111 r E A2-42 , _J ro, tee 1 � Loll MW .. 10 l�J L J I O I L , J L J L J I J . L_ I (e� L J _ L _ J - - - - - - - - - - - - Iya STORAGE ELEV Al _= illl�l� a I II u o A608 a , UNIT2.1HR I p UNIT 1.1E p II a 11rA a L_�Ll A610 A609 A5 11 p A5 22I A5-12 ill II II II � II FFJ UNIT 4.1H co �� UNIT 1.213 A602 -' A603 A5-43 ° A5-13 --0 I CORRIDOR VENTILATION LO SHAFT of 31l 3 �22 AIRSPACE 23'-10" 23'-10" ' 7'-91/2" 9'-91/2" �� 22'-01/2" 2" 4'- 6'-7" 2 - "J w AIRSPACE I ; Q0-1 J / a II ---_ D / II r II F� JI 0 co (V M Q UNIT 1.1D-R A604 A5 12 9'-101, 2" 91'-9 1 /2" 37'-6" 242'-6" m - i 61 / r �48T I!R d; -,J I JL J --- -- L 0 UNIT 2AA A605 A5-28 33'-0" 7'-10 1 /2" 0 ch LO M w U Q O LO M .I i N BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER ri AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX CONCRETE TOPPING SLAB X � AD-XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. -3" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM j�� j� ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0"MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 o o 0 0 0 0' DETECTABLE WARNINGS, MIN 36" WIDE Al AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL 3-5/8" METAL STUD FRAMED WALL 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL CONCRETE WALL -SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 AD-31 I I I CONCRETE COLUMN X I COLUMN CAP AD XX I L_ J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS RETAIL PARKING SPACE GUEST PARKING SPACE E ❑5 EV READY SPACE (FUTURE) lEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 El 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 E 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB • 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED#_0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 UJ O 0 z Q 0 N Q U Q z Q z U) Nw U) Lo Lid 06 No. Date Description CH G W �ZD v J U W 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC/// LL G��SED 011A CV CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 1 9TF OF-C �F O A� License Stamp o BUILDING A SIXTH LEVEL FLOOR PLAN BUILDING A SIXTH LEVEL FLOOR PLAN I SCALE: 3/32"=1'-01 1 COPYRIGHT A2�1 6   City Council  23 – 103 12/6/2022   ' 111 III 1 i1 III tit IC--=3 1 IC--=3 IC--=3 1 IC--=3 1 IC--=3 ---�---�-===- -;1 II r-----------, III 1 1 I I 1 I III 111 III I I III 1!1 1!1 1 !1 1!1 1!1 III I I III;. 1;1 1;1 1 ;1 1;1 1;1 III I I III;1 1;1 III 1 ;1 1;1 1;1 III I I III;1 III 1; 1 ;1 1;1 1;1 III I I III;1 1;1 I 1 ;I 1;1 1;1 III I I III;1 1;1 ;I 1 ;I 1;1 1;1 III I I III;1 1;1 1;1 1 ;1 1;1 1;1 lii I I ��I;1 1;1 111 1 ;1 1;1 1;1 III L----- -----J III 111 III 1 11 III III L------JL------J I i 1 tit 1 11 111 111 ------ ----- ---------------------------------- -------------------------------------------- I I I I I I I -------------------------------- I ---------------7I I I I I F i I A2-42 I I � I II i I -----ii ------------T~ I I I I I n i I II i I I I ---------------I� 1 I ; A A 1 III Ii1 1 1!1 Ii1 1 1;1 I;1 � I 1 1�1 111 ' I 1 Iil Ii1 n ! I 1 III III II ! I 1 1!I I!1 II � I 1 111 III II ! I 1 1!1 1!1 ---------------- I 1 1;1 111 ___----------------- ____________ y ^ I I ___ III ___ III ___ InL n I I 1 D 11 IiI IiI ul ---------------- --------------- I 11 III 1 � 1 ,� I II III III II i i1 IiI lil II � �I III 1�1 II ! !1 1!1 1!1 U ` 1 1 1 III ��IJL� it Ii1 Ii1 ;I IiI 1;1 ------------------------------ I I I 1 i I n � II � II ' I II ' a r ' I I I I I I n � II � ! - --------------.I 4'-11" v b 3 A5-94 � w U Q 39 I it i i :C===3 III I i :C===3 I 11 111 � 11 III ! !1 1!1 I 11 111 I 11 III I 11 111 1 11 111 i it Ii1 I it III 11 1;1 I 11 I I 11 I i i1 I ! !1 I I 11 I I II I ! !1 I 1 I I 11 I it I I II I ;1 I I� 11 111 11 11 111 111 �1 111 1� �1 111 111 1 tit Ii i1 Ii1 tit 11 III 11 11 111 III ' 11 11 11 111 111 11 11 11 11 111 111 11 tit 11 11 111 tit 11 tit 11 11 111 tit 11 1 111 1! I1---3 11 1 11 i IC---3 111 111 1! IC---3 1! I1---3 11 111 11 11 111 111 LAE7'0T, I F-+-IRASH---- 'VESTIBUILE --tt-I-L- I -- UNIT 1.26 r===_____ "�3 A711 A7-13 u II - u I �4 Q I � � II II II 9 c I u IIJ � II '� u 100 UNIT 4.1 E I O• L r UNIT 2.56 ---- - _ A713 L A72 \ o A _ A7-43 0 (2) FUTURE A7-29 GREASE V-4O ` 25'-0" 6'-6" 0" SHAFTS 22'-0" / 8'-0" 9'-9" � I L - 11 1 �1 1 11 1 II 1 UP 5% I I I I I I I I I I I I I I I I I I I I DOWN 5% IM BE (el fey G ---------------- A2-43 I r � �,„,� ---- ------ L J -" _i I IIII II I I III I I I o I I rJ Lr !9� I L J I r - I O I � L J -- ---n ------- --- ----------------- ------ I I I I I 1 r J L 1 ------ IL J MNM, L6, IIII I I I I I I L-� _IIII I I I I I T l i i l r---------- 7'-21/211 ELEVATOR Co II MACHINE ROOM ELEV Al F ® UNIT0.1B-R N I A701 70 i POOL RESTROOM 70 A7 01 EXHAUST SHAFT I 70 I 3 IDF A5 90 i t r_ r V 71 I o 0 2" V-3" U L _J I LILA Co 1 o I -_ ]� 0 .I UNIT 1.2B-R ELEV A2 71 jll • A707 I A7-13 ❑❑ - E J 3,E \\ - UNIT 1.16-R ,i II F_ 7 UNIT 2.1 H-R II II II II A710 UNIT 1.1E II n ,II p A709 II II 4 Ilrn A708 II II II / / A7-11 A7 22I A7-12 ill o o u u �, D _ wJIII L�LJ I ✓ iv � UNIT4.1H 36'-0" D � N ® N II / b �0 u FrF_ CORR II II LL VENT w SHAFT - JL--� ----- -� U ----- P LI \ ELEC 70 - � cn II Car - lil-1 � 70 I o o - `- -----ICI 5'-3'I II FUTURE Fe 70 L]STAIR A4 _ /LLI -- ® REFER CK, - U Q r A/C LINE AND - - CONTROL o J Q 3 LINESFO ---- - ----- I I RESTAURANT I I I I 70 I II I I II I I II II I II F_7 Elli II L _1J 0 00 i I R 'DE. CI o I i UNIT2.2F-R------- M A714 I C� I I I A7-24 I � � ,IIII � 1 V-41---------- r I i I I -- I I D E A2-41 A2-42 34'-6" 37'-8" UNIT 1.213 CORRIDOR A7-13 VENTILATION J , 0 i0 SHAFT " 23'-10" 6 1 23'-10" 7'-9 1 /2" 9'-9 1 /2" 22'-0 1 /2" 2" 4'- 1 6'-7" 2 - " AIRS ACE w AIRS ACE > Q - J Q III II r O I m � =--JI - N � - - ��- - 10'-711 1 A2 22 UNIT 1.1D-R A704 A7 12 I STAIR I A5 74 91'-91/2" w 9'-10"CD 2 Q g� A2-22 I 3,3 F_ 7 °o fry ® L�J LLJ a7 -1 - II LJ -I II L EI C CO° El UNIT 2.4B UNIT 2.2E ili A705 A706 == Ih�------- I A7-28 A7-24 r � �J --- 0 rJ 1 A2-21 91'-9 1 /2" 37'-6" 33'-0" 11 7'-10 1 /2' 242'-6" AIRS ACE BUILDING A SEVENTH LEVEL FLOOR 2 �20 v op a WE 0 co N PLANSCALE: 3/32"=l'-0 1 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • DS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX - CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10"O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. ii� -3" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. 10000000L] 12 12 n n n 0 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40"HIGH CMU WALL W/ 3-5/8"METAL STUD ABOVE CMU WALL - SEE STRUCTURAL CONCRETE WALL -SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 AD-31 I I ICONCRETECOLUMN X I COLUMN CAP AD-XX I I I L-------- KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4 GUEST PARKING SPACE 5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7' 0"HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. ElDIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I COPYRIGHT I • Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Q U Q z Q z v! F NwN L.I. VJ w LO V_ LAix� W LO V_ Nt No. Date Description CH G W ZD U) U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding P ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1.1� ARCIll LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF 0F C A\- License Stamp o BUILDING A SEVENTH LEVEL FLOOR PLAN A2�1 7   City Council  23 – 104 12/6/2022   i =� 111 1 1L--=� 1II I 1 1L--=� I II 11E==-3 III I' 1L==-] III 1 1L==-] 1 II 1L=== ,II II 1 1E==-3 1 I L _'J I I I O I I I o 1 III r-_________-, IIli1 I III I I III;I I 1;1 I 1;1 I ;1 ;1 I;I 111 1; 11 1;1 1 111;1 III I I III I I III�I 1;1 1�1 1;1 I 1�1 I ;1 �1 1;1 Iil 1;1 1�1 1; 1� ;1 �1 1;1 1 1�1 1 I I I I III I I III;I 1;1 1;1 I i1 1;1 1;1 1; i1 1;1 1� i � i � 1I1 I1 I I;I III III 1i1 I ;1 111 111 1; ;1 1;1 I III I I 11 1;1 I ;1 11 1;1 1; ;1 III I III I- -I III I III ------ -----J III 1 11 1; 1 1;1 I 11 1 I ;1 ;1 11 111 1;1 1;1 1; 1; ;1 ;1 1;1 1 1;1 1 IL------------J JI r L-------------I 1+r :_ 1+r I 4 Iw +r +: 4 1 1 i i F II ---- ---------------- II II ul II II -=I-------------- ---- ------------------- ------- --------- -------------- II II ul ---------------- ------------ II II ul II II II it II II I I I I I I a a I I I I I DOWN 5% I I I I I I II------------------- ----------------- ------------------ • ----------------- ------------------ ------ -------------------------------------------- ----------------- 1 1 1�1 ICI 1� �1 1�1 1 1 1;1 ICI 1; ;1 1;1 1 I •: :: 1 1 1�1 III ICI 1� III 1� �1 1�1 1 �1 III 1 I I I I I I : 1 1�1 tit Ii i1 1�1 Ii i i i � i 1 1�1 III 1� �1 1�1 1 1 1�1 ICI 1� �1 1�1 1 I '• - 1 IL--=� III I i 1L--=� III Ii IIIL--=� I i1 III 1 i 1L--=� IIIL===] 1 0 0 O i L===3 ;;;1===3 ;;11===3 Nil 0111 I i I;1 1;1 I I I I I I I LA 1;1 1;1 i i i i i i i i Iil Ii1 1;1 1;1 I I I I I I I Iil Ii1 i i i i i i i i ATTIC VENTILATION CALCS ROOF PLAN NOTES ALL VENTILATION CALCULATIONS ARE BASED ON: 1. TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENT AND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS TO ®HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO OR & REQUIREMENTS FOR EACH CONDITION. SEE SHEETS D 61.0 D 61.1 i APPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT. 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF HIGH VENTS (FLAT ROOF PARAPET): 14"xl8" "FLASHVENT" PARAPET WALL VENTS BY X CRICKET FRAMING. FLASHCO OR APPROVED EQUAL WITH 110 S.I. NET FREE VENTILATION AREA PER VENT. D 61.0 3. PER CBC SECTION 718.4. EXCEPTION, DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS LOW VENTS (SLOPED ROOF EAVES): FRIEZE BLOCK WITH (3) 2" DIAMETER HOLES EVERY EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 3RD TRUSS BAY WITH WITH 3.14 S.I. NET FREE VENTILATION AREA PER LINEAR FOOT. NFPA 13. 4. ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30". - ❑ HIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE, --- _ ---- CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREA 5. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. I Ir 6. AS REQUIRED BY CBC SEC. 1015.E : 42" MIN. GUARDS SHALL BE PROVIDED WHERE a APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE I I III a R F AMEAI : ROOF AREA #2 : SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF I I Illr� A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES I I IIIL J REQ RED VEN LATION REQUIRED VENTILATION ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS 3,054 F. / 150 20.36 X 144 = 2,932 S.I. 151 S.F. / 150 = 1 X 144 = 145 S.I. TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. LOW = �DN'_JLATION X 932 = 1,46E S.I. LOW = 50% X 145 = 73 S.I. HIGH =X ,932 = 1,466 S.I. HIGH = 50% X 145 = 73 S.I. 7. ROOFING TO BE CLASS'A' ROOFING. PROVIDEPROVIDED VENTILATION8. ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER. III II III I I rjj,lll III II LOW FLAT VENTS X 520 S.I. = 1,560 S.I. LOW EAVES = 33.6 LF X 3.14 S.I. = 106 S.I. ( ) (EAVES) 9. PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS I Ilj III �= HIGH (FLAT) = VENTS X 520 S.I. = 1,560 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. =144 S.I. i -� III APPROVED BY ROOFING MANUFACTURER. r �I/ Ali ROOF AR 3 L_ �J III III 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGS RE UIRED E ILATION i G AND COORDINATE WITH TRUSS DESIGNER. I fR---- liinlr, 6,6 .F / t32 44�,982_t.t---------- 111111E J I I o A2 43 11. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. I III II L J LOW 50 /� X ,382 = 3,191 S.I. -- I IIIII HIG - 0 382 = 3, 91 S.I. PROVID D V N z> i ilw Ji Fill L 1 J ii -' LOW (Ekvitff 440 LF X 3.14 S.I. = 1,382 S.I. 1- LOW (SL E = 26 VENTS X 72 S.I. = 1,872 S.I. °" i J 7- --u TOTAL L 3,254 S.I. HIGH (SLOP = 10 VENTS X 72 S.I. = 720 S.I. m--=J=_ HIGH (PA T) = 24 VENTS X 110 S.I. = 2,640 S.I. LIT, 110 TOTAL G = 3,360 S.I. rnr � L� II��w�I II Ir1 I II r LI 'a I( - � I II LaJL JL----J�--- - ---------- IIII LJ J II II III u T I 0 �I ;I 0 uL-== L -a--JI------�JI I ---- L I I 1 n r 1 II I O I II ---------- r __ II IO O r J ------------ l �I I u a a i_-------_-- r II II tj T II I II II , II I L r-- 51r-,r II ; u �pl UP 5% ; r _JL== LL--- I I o I L , J Li r-J Li iA' I _ ._J - - - - - - - - - - - L- L c /,IT => => r-- SOLAR -READY NOTES 1. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACING REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. 2. NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURAL FEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE. 3. SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THE HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE OBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE, MEASURED IN THE VERTICAL PLANE. 4. PROVIDE 2" CONDUIT BETWEEN SOLAR -READY ZONE AND ELECTRICAL ROOM(S). SOLAR READY CALCULATION: 2 TOTAL ROOF AREA: XX,XXX SF REQUIRED SOLAR READY AREA (15% OF TOTAL ROOF AREA): X,XXX SF �21 PROVIDED SOLAR READY AREA: X,XXX SF ROOF ASSEMBLIES DESCRIPTION FIRE RATING DETAIL REFERENCE(S) ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS INTERIOR ROOF/CEILING (TRUSSES) EXTERIOR ROOF/CEILING (TRUSSES) INTERIOR ROOF CEILING (JOISTS) EXTERIOR ROOF/CEILING (JOISTS) 1 HR 1 HR 1 HR 1 HR X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX ROOF PLAN LEGEND SLOPE ROOF 1/2" PER FOOT MIN BUILT-UP CRICKET 1/4" PER FOOT MIN X D-61.0 F _1 ROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PER MANUFACTURER'S RECOMMENDATIONS. L -1 ROOF PRIMARY AND OVERFLOW DRAIN X D-61.0 ®� A/C CONDENSER - SEE MECHANICAL DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TO STORM DRAIN °___• SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADE OR LOW ROOFS. SEE ELEVATIONS FOR ADDITIONAL INFORMATION. I FIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O. HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN X D 61.0 4'-0" OF THE FIRE WALL - EXTERIOR BUILDING MAITENANCE EQUIPMENT AND ANCHORS - REFER TO - STRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITH TRUSS DESIGN ROOF HATCH WITH SAFETY RAILING SYSTEM x KEYNOTES 1❑ ROOFTOP GAS BOILER LOCATION - SEE PLUMBING ❑2 MECHANICAL SHAFT - SEE MECHANICAL ❑3 TRASH CHUTES 4❑ EQUIPMENT PLATFORM F5 LINE OF BLDG BELOW ❑6 CANOPY BELOW ❑7 ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT KEYPLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?1i EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF r 0 N Q U Q z Q Q z U) F w U) w LO V_ LO 06 LO V_ W No. Date Description CH_ G W �ZD v J Ise Lu _ U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF' LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF or C A� License Stamp o BUILDING A ROOF PLAN BUILDING A ROOF LEVEL PLAN I SCALE: 3/32"=l'-Ol 1 I COPYRIGHT A2�1 8   City Council  23 – 105 12/6/2022   ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. - AD.51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT AD-51.0 UNIT 2.4B UNIT 2AA STAIR A3 UNIT4.1H UNIT4.1H UNIT 0.16 UNIT 0.1B SMOOTH FIBER CEMENT SIDING: AD XX UNIT 2.4B UNIT 2AA UNIT4.1H UNIT4.1H UNIT 0.1B UNIT0.1B UNIT 2.1F-R UNIT 2.1C UNIT 2.1E-R UNIT 2.1B UNIT 4.1C-R UNIT4.1B-R ADHERED MASONRY VENEER: I AD-51.0 UNIT 2AA UNIT 4.1G UNIT 0.1B UNIT 2.1F-R UNIT 2.1C UNIT 4.1C-R FITNESS STAIR A3 UNIT 4.1F UNIT 3.4A UNIT0.1A LOBBY UNIT 2.1E-R UNIT 2.1B UNIT 2.1 D-R UNIT 2.1A 12'-1" UNIT4.1B-R UNIT 4.1A-R GFRC WAINSCOT: EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE ; EXPOSED CONCRETE ROOF SHT'G T.O. PL CH -DR Q, � \ I \ I ❑❑ ❑❑❑ I� I I EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, ? ----- INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON •--------- WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION 11 AD 51.0 OR A LENGTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP 7TH FL SUBFLOOR _______ __ _____________ ______________________ . ______ ________________ ___________________ _____________________ -------------------- --------_____________ _____ ---- 3 G -TO -WIDTH OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. T.O. PLC - - H � R Eo nEi \ ❑❑ ❑❑❑ I F] D I 3.1 3.3 A2-43 ----------------• FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER A22 6TH FL SUBFLOOR _------- -------------------------------------- T.O. PLZ� HpR ----- n -------------- ------------- -------------- ------- -- -------------------- \ -------------------- --- - - O° °O° - •---- o ❑ FD1 \ 44 I n o � � ❑ D D [11 ; ; m ❑❑ ; ; 4 ; ; I � ; ; I ; - HpR L ROOF SHT'G. - - 14 R HEAD & OVERFLOW, COLOR TO MATCH ADJACENT W CONDUCT AD-61.0 SURFACE 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. I AD-61.0 5TH FL SUBFLOOR - -------- --------------- ------ T.O.PLZ� HpR ------ \ ------------------------------------------------------ ------------------- riF -------------------- ----- ❑❑ ❑❑❑ FM ---- ---- ❑❑ \ 4 ----------- --- - ❑❑ ❑❑ II D 4 4 -- -- - - ---- ❑❑❑ °O D -------------------- - 4 - - ---------------- 4I ' I - - - -- -- Hp LT.O.PL D EXHAUST TERMINATION SEEMECH.PROVIDEMINIMUMDISTANCEOF3'BETWEENEXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 4TH FL SUBFLOOR ------- -------------- T.O. PL -� - - N Eo 3RD FL (PODIUM HDR """"'""' F9M • ------ \ -----------------------------------•--------------------- ------------ - - -- - \\ - - ❑❑ ❑❑❑ -- oo - o- ❑ 4 ❑❑--------- - - _ ❑❑ ❑❑ � D D 4 4 I --------- ❑❑ ❑❑---------' ---- ❑❑ °° D -- -- - ---- --------- ❑❑❑ °° ----------- ---- ----- 4 ------- •- - ------------- 41 � I 4TH ----------- -- � H D R D � r FL SUBFLOOR - - LT.O. PL QQB- �'T.O. PL 1� RETAIL STOREFRONT ❑2 METAL GUARDRAIL 2.1 GLASS GUARDRAIL ❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 2112" WIDE x 1 112" DEEP LEVEL) T.O. SLAB 0 \ 4 QI \ HDR D 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 112"DEEP ❑ 0 I Eo 134.42' FF ----------- - - 2ND FL T.O. SLAB HDR N ------------ --------- __ - ------ ❑❑❑ -- _-_ -------- -.- , ---------- - ----------------------------- O° •---- ---- •------------ °O \ I 4 --- •---------------------------------- --- °° O°° I' � -- ---- '- -� ----;------------�---- I� C. ' 4 ---- - ----- -- 4I 2ND FL SUBFLOOR _ _ _ HDR �'T.O. PL D M 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 10" WIDE x 3" DEEP 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP Li 11 EDE E 11, METAL CANOPY El 123.21'FF ---------------- 1ST FL T.O. SLAB - ------- ----------- ------1---------� - -- - ------------- --- ------------------------------ - ---------------------- - 124_.70' FF 1ST FL T.O. SLAB ON GRADE 5 SIGNAGE AT LEASING T S 4 1 R Q P) N M\ L H .8 TYP. 3.1 3.2 TYP. 2 TYP. 6 ART MURAL E TRELLIS ❑8 FLAT CONCRETE ROOF TILE ElADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. EASTEXTERIOR ELEVATION SCALE: 3/32"=l'-0 2 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 OR 24 AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. UNIT 4.1C UNIT 4.1B UNIT 0.3C UNIT 0.3B STAIR A2 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 UNIT 4.1C UNIT 0.3B AD 26 UNIT 4.1B UNIT 0.3B 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. UNIT 4.1A UNIT 0.3A 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 1. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. , , , , E E E E E E E E E E , , ----------------------------------------------------------------------------------------------'r----------------------------------------------------------------------------------------- ; ; ; ; 3 � 3.1 ; ; --- -ir --- -ir -r- !-1 -ir r- --- - -- ROOF SHT'GN , T.O. PI CHDR o�- bo ❑ ❑❑ \ I I I ' ----------------------- 5TH FL SUBFLOOR - -�--- T.O. PLC- - --CH_DR m zo ----- ----------------------- --------- oo-- -- -- _ _ --------- ---- _ 160.63' 4TH FL SUBFLOOR --�--- T.O.PLO- - CHDR--� bo 3RD FL SUBFLOOR --�--- - - T.O. PLO- C.HDR -----•------------------------o---------- ----- ----------------------------- ❑ ------ --- --- ❑o --- ------•------•----- _ -�C-� - - - - \ - -_ : : - -------------------- -------- --- 150.54' -------- ---- 140.46' BUILDING KEY PLAN bo 2ND FL SUBFLOOR I I 5TH STREET T.O. PLJ ° °O _ CHDR - L, M _777- o' >C / \ -------------- ® - - 124.70' FF \ - - - 1 ST FL T.O. SLAB ---------------------- ------ ---------- --- ON GRADE LEI TYP. 3.1 3.2 TYP. TYP. Uj 10 9 8.8 8 7 6 5 C4,3 (j3' Uj U) B LU A 2w F_ of U 2 oI__ U_ 0 w Z 4TH STREET(j) - NORTH EXTERIOR ELEVATION SCALE: 3/32"=1'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Prolect Contact: Debbie Holland Email: d ❑olland@ktgy.com PrinciElal: Wil Wong Pro[Oct Designer: D. ScCoolmeester Protect Director: Debbie Holland Developer EI7 OAK INVIDS'1'?I EN•I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 24 TF i No. 0 Q U Q Z Q Q z CIO I- w W w Lid 06 LO Date Descri ❑lion It is t e clients res_onsibility -rior to or during construction to notiy t e arc-itect in riting o-any -erceived errors or omissions in t-e Tans and sFeci%ations o- ic-a contractor t-oroug-ly kno-ledgeable -it- t-e building codes and met.-ods or construction s-ould reasonably be a -are. Written instructions addressing sucr erceived errors or omissions s all be received rom t e arc itect i nor to t e client or clients subcontractors roceeding -it- t-e -ork. T_a client _ill be res_onsible 9r any deQcts in construction i_t_ese -rocedures are not DIlo-ed. SED ARC,y1l � No. C29795 � RENEWAL DATE AUGUST 31, 2023 s,9�F OF CAS\ License Stamp BUILDING A NORTH & EAST EXTERIOR ELEVATIONS CNI N N 1 A2�20   City Council  23 – 106 12/6/2022   COPYRIGHT U ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT AD 51.0 VnYII V.- UNIT 0.1D UIYII •F. If\ UNIT4.11K VIYII L.VI'1-R UNIT2.6A-R SMOOTH FIBER CEMENT SIDING: AD-XX UNIT 0.1 D UNIT 0.1 D UNIT 0.1C UNIT 4.1 K UNIT 4.1J UNIT 3.213 UNIT 2.6A-R UNIT 2.6A-R STAIR A4 LAD ADHERED MASONRY VENEER: 51.0 ENTRY UNIT 3.2A RESTARAUNT GFRC WAINSCOT: B A c EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE 3.3 3.1 Az-ao Az-ao TYP. 3.2 3.1 TYP. AVERAGE HEIGHT OF ROOF EXPOSED CONCRETE o °O° � 0 I I 9714 °° 1 I , HDR 1 ROOF SHT'G---------- - �-T.O. PL ; EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, � INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON -' WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP 11 AD 51.0 F A2-a2 '. ❑❑❑ oo° I❑]FHH 1 1 ___„_________________�T_-_--_-_�________ _____________ _____________________________ ❑❑ ❑❑❑ ____-_________�________,•____ HDR 7TH FL SUBFLOOR �-T.O. PL OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. •---------------• FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD-51.0 1 1 i 1 ' ----- °°° -•--- I I ---------•---------------------------- °°° I u ---•----------------•-------------------------------------------------------------- ❑❑ ❑❑❑ __ _ _ - D - F4" 6TH FL SUBFLOOR �-T.O. PL o CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT 14 SURFACE AD-61.0 DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, I U.N.O. 22 AD-61.0 - --- --- 1 ------------------;;-- ------------ 1 1 1 ---- ---------------------------------- -------------------------------------- j - 160.63' �_________________ ❑❑❑ °°° Ll °a °°° - T.O. PL EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 150.54' - - --; ;----------------- 1 1 ' __ _ ❑❑❑ 171 F J - o°° °° ❑°°L � �� I -A HDR 4TH FL SUBFLOOR 1 RETAIL STOREFRONT El METAL GUARDRAIL 140.46' I "000 _ _ o00 - - - "- ''' --"-- - i "' """" --,.,..,..- ------------------------------------------ --" " -- - o " "' -- - - HDR 3RD5FLFPODIUM ( LEVEL) T.O. SLAB 2.1 GLASS GUARDRAIL II II 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2 WIDE x 1 1/2 DEEP 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP E ' � 134.42' FF 4.42' F 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP ' ' ---------- ---- ----- ------------------ ------ --- --- - - ---------- 000 - ---------- -------------i ------------ - - ---------- ---- ° - HDR 2 6 S�CA� 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10 WIDE x 3 DEEP 28.58' - ---;-----;------------ ---- !� '� = " i 123.80' AVERAGE GRADE PLANE 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP 4 METAL CANOPY r I A B C.2 D G G.7 K 2 TYP. L M N L P TYP. 4 LEI TYP. Q R S T 122.66' FF 1ST FL T.O. SLAB AT RESTAURANT 5 SIGNAGE ❑6 ART MURAL ❑7 TRELLIS ❑8 FLAT CONCRETE ROOF TILE E] ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. WESTEXTERIOR ELEVATION SCALE: 3/32"=l'-0 2 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 OR 24 AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. ROOF DECK UNIT 2.2F-R UNIT 2.6A-R UNIT 2.213-R UNIT 2.2E uNlr 2.4121 UNIT 2.2D UNIT 2.4A 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. UNIT 2.6A-R UNIT 2.2C-R UNIT 2.6A-R L UNIT 2.213-R UNIT 2.2E UNIT 2.413 UNIT 2.2D L UNIT 2.4A 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. UNIT 2.6A-R UNIT 2.213-R POOL DECK UNIT 2.2D UNIT 2.4A 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB RESTAURANT RETAIL LEASING / AMENITY L FTINESS CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 AD 26 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. D E 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE A2-01 A2-42 3 AVERAGE HEIGHT OF ROOF AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND ROOF SHT'G -J ---------------ROOF GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. - - T.O. PLJ HDR -------------- - --- -- °°❑ ----- - i T___ ❑❑ ❑❑ a ❑ D ❑ � D ❑ D D ❑ -- D ❑❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ___ _- TSHT'G ❑ ❑❑° L H D I � I � I �, 7TH FL SUBFLOOR - T.O. PLJ ---------- - F R n did ----------------------------------oo----❑❑❑ F-i ir°°° --- �`��-------- ��--------- ------ ------------- ------------------------- 7TH FL SUBFLOOR HDR � W 6TH FL SUBFLOOR - PL (-HDR 11 ----------------------- ---------------------------- - - - - - -❑❑ aT.O. ❑ ❑❑ a❑ D❑ D D D❑ D❑❑❑ _ FL SUBFLOOR H D 5TH FL SUBFLOOR - T.O. PLO - - D --- -- - - -- - - -- - - - - - - - - - -a - -- -- '`��`��`�------- -------- ❑❑ - -- --- ❑❑❑1:111E]EIE17 ❑❑ ❑ D ❑ D ------ �� `��`��` ❑❑ ❑❑ 00 ° ---- -- -- T 5TH FL SUBFLOOR ❑ °°° Hp T.O. PL Zv -1 4TH FL SUBFLOOR _ T.O. PP CHDR -- ------------------------------------- ------------------------------------------------- ❑❑ ❑❑❑FIF D oo ❑❑ q C_ ❑ ❑❑❑ _ _ C.T.O. PL C HDR 00 144.50' FF 3RD FLAP (PODIUM LEVEL) T.O. SLAB HDR -- --------- ----------- - - --------•-------------•------- ---------------------------- I 1 1 1 1 --------;------------•;--------------------- ,-------- ,------- -----,---------------,- 1 _ 144.50' FF ----------,--------------- 3RD FL (PODIUM --.-.� ._ ..._"" �`'" ❑❑° HDR LEVEL) T.O. SLAB 134.42' FF - - - - - II - - -- - - L------- - -- -- - -- -- -- -- -- -- -- - - - - - - - L._.._.._. ---- a -- o 0 -� 134.42' FF BUILDING KEY PLAN 2ND FL T.O. SLAB HDR ' ' 777 C- HDR 2ND FL T.O. SLAB 0-1 N 123.80' AVERAGE q PLANE GRADE N � 5TH STREET 122.66F_F _ 1 ST FL T.O. SLAB AT RESTAURANT 0 6 1 TYP. TYP. 4 -flEF- 0 2.1 TYP. 1 TYP. 4 TYP. 9L 2 TYP. LETYP. 1 TYP. TYP. 3.1 3.2 TYP. 5 _ 123.21' FF-----� - 1ST FL T.O. SLAB AT LEASING 2 5 5.2 6.2 7.2 8.2 8.5 (9.7)or� 11 12 13 w U) B A U) w Of 2i 1 ILL 0 Ld Z N 4TH STREET SOUTH EXTERIOR ELEVATION SCALE: 3/32"=1'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: WII Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK II\VES`I'MENI'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 Q U Q Z Q Q z U) F LU U) w LO LO 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. S&-D ARclyl �G R No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp BUILDING A SOUTH & WEST EXTERIOR ELEVATIONS N N 1 A2�21   City Council  23 – 107 12/6/2022   COPYRIGHT (c) ROOF SHT'G. T.O. PLT 7TH FL SUBF T.O. PL-J-_ 6TH FL SUBF T.O. PLT 5TH FL SUBF T.O. PLT 4TH FL SUBF T.O. PLO— CV w 144.50 FF _ 3RD FL (PODIUM LEVEL) T.O. SLAB 0 134.42' FF _ 2ND FL T.O. SLAB 123.00' FF 1 ST I =. AT RETAIL CDR CHDR CDR DR CHDR 1 IAIIT 4 7Q STAIR A4 1 INI17 7 CQ TYP. EAST COURTYARD EXTERIOR ELEVATION I SCALE:1/8"=l'-0" 3 UNIT 1.213 UNIT 1.1E-R UNIT 2.2D UNIT 1.213 UNIT 1.1 D-R UNIT 2.2E UNIT 1.213 UNIT 1.1 D-R UNIT 2.2D UNIT 1.2A UNIT 1.1A-R UNIT 2.2D 3.1 2 1 TYP. ❑❑ TYP.1 3.1 3.2 1 TYP. ROOF SHT'G CT.O. PL CHDR bo 7TH FL SUBFLOOR CT.O. PL HDR b °' _ 6TH FL SUBFLOOR T.O. PL HDR _ bo 7 _ 5TH FL SUBFLOOR CT.O. PL CDR bo _J 4TH FL SUBFLOOR C T.O. PL HDR (V bo w 144.50' FF HDR 3RD FL (PODIUM - LEVEL) T.O. SLAB 00 bo 134.42' FF HDR 2ND FL T.O. SLAB 0 0) ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT 1,t5l.0 SMOOTH FIBER CEMENT SIDING: AD-XX ADHERED MASONRY VENEER: AD-51.0 GFRC WAINSCOT: EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE I EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON 11 WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION AD 51.0 OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD-51.0 o CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT 14 22 SURFACE AD-61.0 AD-61.0 I 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF T BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING RETAIL STOREFRONT METAL GUARDRAIL ❑2 2.1 GLASS GUARDRAIL ❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP E 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP 4❑ METAL CANOPY �5 SIGNAGE ❑6 ART MURAL ❑7 TRELLIS ❑8 FLAT CONCRETE ROOF TILE �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION J J _ 123.00' FF . SLAB AT RETAIL ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. WESTCOURTYARD EXTERIOR ELEVATION SCALE: 1/8"=1'-0" 2 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. UNIT 1.213 UNIT 2.1H-R UNIT 1.1E UNIT 1.1B-R UNIT 1.2B-R UNIT 1.213 UNIT 2.1G-R UNIT 1.1C UNIT 1.1B-R UNIT 1.2B-R UNIT 1.213 CLUBHOUSE UNIT 1.lB-R UNIT 1.2B-R UNIT 1.213 RESTROOMS CORRIDOR UNIT 1.2B-R INI■ 2 I TYP. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 4. WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 AD 26 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. _HDR bo _ROOF _SHT'G CT.O. PL _7TH FL SUBFLOOR CT.O. PL _6TH FL SUBFLOOR CT.O. PL 5TH FL SUBFLOOR CT.O PL 4TH FL SUBFLOOR CT.O. PL 144.50' FF 3RD FL (PODIUM LEVEL) T.O. SLAB BUILDING KEY PLAN 1 '3 2' 5TH STREET w w olf Cn Olf 0 75 w LU Of LU z • 1 ba Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN"1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 UJ O 0 z Q 0 Q U Q z Q Q z U) F Lii U) w LO V_ Lid V_ Nt No. Date Description H m Z) W U Lu 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J c ARCI �,, LL (N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF C A_ License Stamp o BUILDING A COURTYARD ELEVATIONS SOUTH COURTYARD EXTERIOR E L E VAT I O N I SCALE: 1 /8"=1'-O" 1 4TH STREET N COPYRIGHT BUILA2�22 DING   City Council  23 – 108 12/6/2022   TYP. 1 HOUR 9 ROOF / CLG AD-21 ASSEMBLY T.O. PL HDR TYP. 1 HOUR FLRUNIT / CNG AD 21 UNIT CORR 7TH FL SUBF1 ASSEMBLY NWWWWWWMWWMM T.O. PL HDR TYP. 1 HOUR 0o UNIT 20 CORRIDOR CORR D 22.1 FLR / CLG 6TH FL SUBF O R ASSEMBLY T.O. PL HDR TYP. 1 HOUR 0, r20 UNIT / 4 UNIT D 22.1 CORRIDOR CORR� 1,AD11 ASSEMBLY 5TH FL SUBF O R _ T.O.PL HDR CQ0, CORR 4TH FL SUBF O R CLUBHOUSE T.O. PL HDR TYP. 3 HOUR HORIZ. ASSEMBLY PARKING ao 17 - CONCRETE GARAGE STRUCTURAL CORR 144.50' FF SLAB 3RD FL P EA ELF T.O. SLAB _ SPA POOL TYP. 1 O UR HORIZ. ASSEMBLY °DRF71:1 - CONCRETE b 13 AD 21 STRUCTURAL --U4 42' FF _ SLAB 2ND FL T.O. in RETAIL TYP. 2 c�a "DRYCRETE" AD-33 I I CONCRETE MAT SLAB 1239� 1ST FL T.O. SLAB AT RETAIL �T i S i R i Q i'P.6 Y, P.5 Y, P.4 C,IP N.4 �, N. N i (.3 rM r, L.6 rL i K J.5 H G.9 G.7 G F E D C.2 C B A OVERALL BUILDING SECTION B SCALE: 3/32"=l'-0 2 TYP. 1 HOUR 9 ROOF/CLG AD 21 ASSEMBLY I T.O. PIL ---I HDR o) 00 I DECK UNIT CORR UNIT UNIT CORR UNIT DE 7TH FL SUBF O R I T.O. PIL HDR TYP. 1 HOUR o) I DECK UNIT 20 CORRIDOR CORR UNIT UNIT CORR UNIT DE D 22.1 FLR / CLG 6TH FL SUBF O R _ I ASSEMBLY T.O. PIL ---I HDR I TYP. 1 HOUR UNIT / UNIT 1 UNIT b� 0 I DECK UNIT CORR FLR/CLG AD 21 UNIT CORR UNIT DE 5TH FL SUBF O R11 11 T ASSEMBLY - - yTZZ9pyMM& RWWWM� T.O. PIL — — — TYP. 1 HOUR HDR I UNIT 20 UNIT / o) DECK CORRIDOR D-22.1 CORR UNIT UNIT CORR UNIT DEC ASSEMBLY 4TH FL SUBF O R _ I T.O. PIL — — — TYP. 3 HOUR N_ HDR I UNIT HORIZ. ASSEMBLY 0 17 -CONCRETE CORR CORR ao I DECK STRUCTURAL UNIT UNIT UNIT DEC ao 1AD 21 SLAB 144.50' FF _ 3RD FL (PODIUM HDR I UNIT TYP. 1 HOUR LEVEL) T.O. _ I HORIZ. ASSEMBLY SLAB q 13 - CONCRETE CORR CORR � AD-21 STRUCTURAL UNIT 134.42' FF SLAB _ I 2ND FL T.O. SLA I �o HDR UNIT TYP. CORR °' o I "DRYCRETE" CORR � Iw CONCRETE UNIT Z MAT SLAB 122.66' FF 1 ST FL T.O. SLA AT I� RESTAURANT Iw 0 ,\ 1 2� (2.� i4.� i4.� i5.2 (5.� i6.� ri.� i8.� (8.5 , 8.7 9.6 66.�/l 0.E 10.210� r11�i11 � i11" 11 �T rU� 13 OVERALL BUILDING SECTION A SCALE: 3/32"=l'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E Dy_ DAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q Z Q Q Z U) F w w U) w LO LO 06 LO Nt No. Date Description HC_ G W U) U LU 2 U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. 0 ARCy,,TF ILL �A N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 r OF- O CA\-�F��\ License Stamp o BUILDING A SECTIONS A2�30   City Council  23 – 109 12/6/2022   COPYRIGHT Qc TYP. 1 HOUR 9 ROOF / CLG AD-21 ASSEMBLY T.O. PL —I HDR I a, I UNIT 7TH FL SUBFL O R I T.O. PL HDR I TYP. 1 HOUR - I 1 UNIT / UNIT UNIT AD 21 FLR / CLG UNIT ASSEMBLY 6TH FL SUBF O — R — I T.O. PL ---I HDR UNIT UNIT oo I I 5TH FL SUBF O R T.O. PL HDR I _ o0 I UNIT UNIT 4TH FL SUBF O R — T.O. PL I TYP. 3 HOUR N HDR ASSEMBLY C?UNIT - CONCRETE UNIT COURTYARD ORIZ. STRUCTURAL w 144.50' FF I SLAB 3RD FL (PODIUM HDR I LEVEL) T.O.; SLAB o 0 00 --U4 42' FF - I 2ND FL T.O. SLA I RESTAURANT RETAIL w HDR TYP. rn o I "DRYCRETE" CONCRETE Z MAT SLAB �� CC 122,66 FF — — J 1 ST FL T.O. SLA AT I� RESTAURANT Iw ly 2 (2.11 i4. 4� i4.8 2� i5. OVERALL BUILDING SECTION C SCALE: 3/32"=l'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTINA1 NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q Z Q Q Z U) F- W W W LO L0 06 No. Date Description C� G 00 �ZD v ) U W 2 U Z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, 0. ARcy�TF` ILL G��SED `J CV CV No. C29795 C) RENEWAL DATE CN AUGUST 31, 2023 q�F � C DOF- CAL License Stamp o BUILDING A SECTIONS A2�31   City Council  23 – 110 12/6/2022   COPYRIGHT Qc "4' "4' A240 A2-40 I 1-HR 1 9 ROOF/CEILING I I i AD-21 I I 0 T.O. PL - - - - - - - T.O. PL - - - - - - HDR _ ' I HDR I ' ° C I / I ROOF DECK 9 1-HR 00 AD 21 ROOF/CEILING I I , bo UNIT DECK I --- ----------------------------- ------------ ------------ 1 C 7TH FL SUBFLOOR - - - - - - i I .................................¢........... 7TH FL SUBFLOOR ......... T.O. PL _ _ _ _ _ _ 1 I � T.O. PL I ' HDR I HDR i C I 1 I I I 1 0) -; 00 UNIT I I I , bo UNIT DECK I 1 C 6TH FL SUBFLOOR I I ........... 6TH FL SUBFLOOR I T.O. PL _ _ _ _ _ _ I T.O. PL HDR I I HDR C 1-HR / 1 FLOOR/CEILING 4 I AD-21 DECK/CEILING AD-21 1 TYP. 00 UNIT 1 1-HR , 00 UNIT DECK AD-21 FLOOR/CEILING I 1 1 C 5TH FL SUBFLOOR - - - - I I .......b..........{.............p..........., 5TH FL SUBFLOOR - - - ....... .......... I T.O. PL _ I T.O. PL - - - - - HDR - - I I HDR _ - I E ' 1 1 I I °° UNIT I I I , I 0O UNIT DECK I I ' 1 4TH FL SUBFLOOR I I 4TH FL SUBFLOOR .......... T.O. PL - - - - - - _ I T.O. PL - - - - - - HDR - _ I I HDR I E 1 ' 3-HR N I I N 17 FLOOR/CEILING i AD 21 , o CD 00 o0 UNIT 17 3-HR I 00 0D UNIT DECK I ' AD-21 FLOOR/CEILING I , I I 144.50' FF - - i 144.50' FF I ' 3RD FL (PODIUM LEVEL) T.O. SLAB 3RD FL (PODIUM LEVEL) T.O. SLAB 1 HDR i HDR 1 2-H R i 13 FLOOR/CEILING 7 AD 21 0 o o I I o a0 UNIT 13 2-HR , 00 UNIT ' AD-21 FLOOR/CEILING I , I I 134.42' FF 134.42' FF 2 2ND FL T.O. SLAB ��\ 2ND FL T.O. SLAB71 - _ \�\ \\\ HDR HDR 1 I I LO I 1 _ o I I o I I I 1 UNIT I 1 I UNIT ' ' 122.66' FF 1ST FL T.O. SLAB AT RESTAURANT I _ I 122.66' FF 1ST FL T.O. SLAB AT RESTAURANT fi I I _ a I L-i •� ••'• •� W v • • •� • Z , J 611m z J I 611m �I �I Lr WI WI 0 0 WALL SECTION ' B' SCALE: 1/4"=1'-0" B WALL SECTION 'A' SCALE: 1/4"=1'-0" A WALL SECTION NOTES FIRE STOPPING LEGEND PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. AD 20 ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION UL SERIES LISTING EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 1 RETAIL STOREFRONT � 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. CONIC CONIC & WOOD WOOD DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FINISH, TYP, U.N.O. METAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. MEMBERS. WALLS WALLS FLOORS FOR ADDITIONAL INFORMATION, SEE EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH AD-51.0 FLOOR CONTROL / DRAINAGE JOINT 11 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. HARD TROWELED FINISH &PAINT IN EXTERIOR CEMENT PLASTER AD-51.0 2.1 GLASS GUARDRAIL 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 ROUND BLANK 2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO OPENING C-AJ-0000 C-AJ-0000 W-L-0000 SMOOTH FIBER CEMENT SIDING: � ❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER AD-51.0 3 RECTANGULAR DETAILS SEE AD 28 AD 28 BLANK OPNG C-AJ-0000 C-AJ-0000 W-L-0000 - AD-XX CONDUCTOR HEAD &OVERFLOW, 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 112"DEEP 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED SECTION LEGEND ADHERED MASONRY VENEER: COLOR TO MATCH ADJACENT SURFACE 14 22 4❑ METAL CANOPY FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND BLANK OPNG WALL CHASE F-C-0000 WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC SECTIONS 704. AD-28 AD-51.0 AD-61.0 AD-61.0 4" DIAMETER ALUMINUM 5 SIGNAGE LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 PENETRATION � � � � 2-HR FIRE BARRIER llllllllllllllllllll� � � � llllllllllllllllllll� 3-HR HORIZONTAL SEPARATION GFRC WAINSCOT: DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. �7 ART MURAL TRELLIS 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE MULTIPLE PIPE PEN C-AJ-1000 C-AJ-1000 W-L-1000 F-C-8000 SINGLE PIPE WALL CHASE F-C-1000 TYPICAL INSULATION VALUES FRAMED ASSEMBLIES EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM ❑8 FLAT CONCRETE ROOF TILE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. INSULATION LOCATION VALUE \ CMU CONCRETE EXPOSED CONCRETE DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 DRAIN PER IN FLR F A 1000 ROOF / CEILING R-30 BATH TUB PER IN FLR F-B-1000 - - F-C-2000 EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD-26 METAL STUD EXTERIOR WALL R ?? ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 SELECTIONS. TOILET PEN F A 2000 F C 2000 •-------�------- MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. AD 51.0 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR WOOD STUD EXTERIOR WALL R 21 IN FLOOR FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS AVAILABLE FOR THE BID PRICE. ROUND DUCT C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED PENETRATION SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY NEAREST INSIDE CORNER. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND RECTANGULAR CALCULATIONS. DUCT PEN C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. O d� Q U Q z Q Q z Cn F W Cn W LAix� W V_ Nt Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARC//,/T ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA\_\ License Stamp BUILDING A WALL SECTIONS CN N N 1 A2I�40   City Council  23 –  I 11 12/6/2022   COPYRIGHT (0 D C A2-41 @ A2-41 01 AVERAGE ROOF SURFACE I Architecture + Planning AVERAGE ROOF SURFACE ----- - - - - - - - 17911 Von Karman Ave. '. I Suite 200 ■ T.O. PL Irvine, CA 92614 9 i I \ HDR _ ktgy. com AD-21 ROOF/CEILING 1 949.851.2133 t I = 9 ROOF/CEILING j KTGY Project No: 2017-0934 AD-21 ROOF DECK ' ROOF DECK i Project Contact: Debbie Holland Email: dholland@ktgy.com - - - ------------ Principal: Wil Won ....................................................... 7TB H FL SUFLOOR - g ................................ I - - - - - Isom ............ Project T.O.PIL _ _ _ _ _ J Designer: g D. Schoolmeester El El HDR Project Director: Debbie Holland I , 1-HR � � Developer 1 FLOOR/CEILING I I AD-21 � LIU UNIT i I � °° UNIT DECK I E D S�� Q A K INVE4199 CAMPUS DRIVE ...........................-........... }...................... b............ ........ I FL SUBFLOOR IRVINE, CA 92612 T.O. PIL _ _ _ _ _ ' ❑❑ HDR PHONE NO. (714) 342-2502 I - - - 1 FLOOR/CEILING 4 NON- ATED AD-21 AD-21 TYP. CEILING i� UNIT °° UNIT DECK ....................................... .............................................. 5TH FL SUBFLOOR _ T.O. PL HDR o I LLJ I �_ _ CNLU = I N cfl 0 _ Z r` i� LLI Q UNIT m bo UNIT DECK (� m Q Z ............................................................................4TH FL SUBFLOOR Q I ❑❑ T.O.PL - - - - - --- HDR z 3-HR' 17 3-H FLOOR/CEILING i I R AD 21 N 17 FLOOR/CEILING W UNIT CO COW UNIT DECK Q � ' I H -- I 2 Cn -- I z 144.50' FF I ......................................:............................................. 3RD FL (PODIUM LEVEL) T.O. SLAB - - - - ... ...... .. I UJ I HDR ' I..I.J LO LO 06 0 0 Ln I 134.42' FF i 2ND FL T.O. SLAB RESTAURANT , RESTAURANT I I HDR ; I CP I I 1 J No. Date Description H I , MM 122.66' FF I _ W ZD zI---------- -- - - 1ST FL T.O. SLAB AT RESTAURANT --------------------------- ILL WIal U W WALL SECTION 'D' D WALL SECTION 'C' C U SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-0" 7 WALL SECTION NOTES FIRE STOPPING LEGEND ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES J It is the clients responsibility prior to or during construction to notify the architect in writing PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE of any perceived errors or omissions in the plans and specifications of which a contractor 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE UL SERIES LISTING thoroughly knowledgeable with the building codes and methods of construction should AND ROOF/CEILINGS SHALL BE PROTECrE7aIP}S REQUIRED IN EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT �� OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. reasonably be aware. written instructions addressing such perceived errors or omissions DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL CBC SEC. 714. WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH RETAIL STOREFRONT ' i shall be received from the architect prior to the client or clients subcontractors proceeding 1110 REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION CONC CONIC & WOOD WOOD AD 20 AD-51.0 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. with the work. The client will be responsible for any defects in construction if these FINISH, TYP, U.N.O. 2❑ METAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. AD-51.0 procedures are not followed. n/ DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FOR ADDITIONAL INFORMATION, SEE _ L.L MEMBERS. WALLS WALLS FLOORS EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH FLOOR CONTROL / DRAINAGE JOINT 11 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS ROUND BLANK . HARD TROWELED FINISH & PAINT IN EXTERIOR CEMENT PLASTER AD 51.0 ❑ 2.1 OR GLASS GUARDRAIL 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 24 sED ARcy U_ �� /�. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. OPENING C-AJ-0000 C-AJ-0000 W-L-0000 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 AD-51.0 O �G vR !y F SMOOTH FIBER CEMENT SIDING: - 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2112" WIDE x 1 112"DEEP ,y O ], N 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 y> N 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION AD-28 TO AD-28 RECTANGULAR C-AJ-0000 C-AJ-0000 W-L-0000 - AD-XX � � COLOR TO MATCH ADJACENT OW 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 112"DEEP DETAILS SEE BLANK OPNG 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 * No. C29795 O BLANK OPNG SECTION LEGEND FLUSH SUBSTRATE SURFACE. RENEWAL DATE 4. COLUMNS &PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED F-C-0000 ADHERED MASONRY VENEER: SURFACE 14 22 4❑ METAL CANOPY AUGUST 31, ATE N WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD-28 WALL CHASE AD-51.0 AD-61.0 AD-61.0 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND �� \Q 4" DIAMETER ALUMINUM LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. V_ SECTIONS 704. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 DOWNSPOUT, COLOR TO MATCH 5 SIGNAGE 9j�, � O PENETRATION � � � � 2-HR FIRE BARRIER � 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND OF CA��F 1 GFRC WAINSCOT: ADJACENT SURFACE, U.N.O. ART MURAL SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. MULTIPLE C AJ 1000 C AJ 1000 W L 1000 F C 8000 License Stamp TYPICAL INSULATION VALUES PIPE PEN llllllllllllllllllll� � � � llllllllllllllllllll� 3-HR HORIZONTAL SEPARATION 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE EXPOSED CMU�7 EXHAUST TERMINATION -SEE : W/ 2" THICK MATCHING CAP AT TOP OF WALL � TRELLIS ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO SINGLE PIPE _ _ _ F-C-1000 FRAMED ASSEMBLIES � GROUT: CONCAVE PROFILE WALL CHASE MECH. PROVIDE MINIMUM ❑8 CLOSURE OF FRAMING. FLAT CONCRETE ROOF TILE BUILDING A WALL DISTANCE OF T BETWEEN 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. INSULATION LOCATION VALUE DRAIN \ CMU EXHAUST VENTS AND ANY �9 CONTRACTOR. ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB PER IN FLR F A 1000 EXPOSED CONCRETE ROOF I CEILING R-30 a a OPENINGS INTO THE BUILDING SECTIONS a 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. BATH TUB CONCRETE 3 PER IN FLR F B 1000 F C 2000 s EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD 26 METAL STUD EXTERIOR WALL R ?? ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 SELECTIONS. TOILET PEN MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. IN FLOOR F-A-2000 F-C-2000 FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN AD-51.0 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR WOOD STUD EXTERIOR WALL R 21 REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR AVAILABLE FOR THE BID PRICE. ROUND DUCT C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED PENETRATION SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY DUCT PEN NEAREST INSIDE CORNER. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND A2�4 CALCULATIONS. RECTANGULAR C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. COPYRIGHT Qc   City Council  23 – 112 12/6/2022   rE% A2-42 1-HR 69 ROOF/CEILING AD-21 I I O ------ T.O. PL HDR _ _ E I I I I D' � 00 UNIT DECK I I 7TH FL SUBFLOOR T.O. PL HDR - - E F - I I I I D' 00 UNIT DECK A2-42 I C 6TH FL SUBFLOOR T.O. PL HDR 1-HR i ' 1 FLOOR/CEILING 4 NON -RATED DI _ _ AD-21 I I AD 21 DECK/CEILING TYP. w °° UNIT DECK I 5TH FL SUBFLOOR _ _ _ T.O. PL HDR _ I C , i I I I i Di 00 UNIT DECK I 4TH FL SUBFLOOR T.O. PL - - - - - ix - - -- HDR E 3-HR I 17 FLOOR/CEILING I DI i °0 0o UNIT DECK I i I 2 144.50' FF HL 3RD FL (PODIUM LEVEL) T.O. SLAB I I --__ ---------- ---- I ----- - -- - HDR I I ------- --- - - - ao I I ' 134.42' FF I 2ND FL T.O. SLAB - - - - - I ...... RESTAURANT HDR _ _ I I 1 - O I I j 122.66' FF I X. I 744 1ST FL T.O. SLAB AT RESTAURANT - - - - - - F. --------------- r i LU z L L 11. J w l 11. m a_ O a - WALL SECTION ' F' SCALE: 1/4"=l'-Q" F WALL SECTION ' E' SCALE: 1/4"=l'-O" E WALL SECTION NOTES FIRE STOPPING LEGEND PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. AD 20 ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION UL SERIES LISTING EXTERIOR CEMENTPLASTER: WINDOW/DOOR TRIM: EPS WITH 16/20 FINISH, PAINT 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 1 RETAIL STOREFRONT � 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. CONIC CONIC & WOOD WOOD DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FINISH, TYP, U.N.O. El METAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. MEMBERS. WALLS WALLS FLOORS FOR ADDITIONAL INFORMATION, SEE EXTERIOR CEMENT HARD TROWELED FINIS LASTER: 0/ WRB WITH SMOOTH AD-51.0 FLOOR CONTROL / DRAINAGE JOINT 11 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. &PAINT IN EXTERIOR CEMENT PLASTER AD-51.0 2.1 GLASS GUARDRAIL 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 ROUND BLANK 2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO OPENING C-AJ-0000 C-AJ-0000 W-L-0000 SMOOTH FIBER CEMENT SIDING: � ❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER AD-51.0 3 RECTANGULAR DETAILS SEE AD 28 AD 28 BLANK OPNG C-AJ-0000 C-AJ-0000 W-L-0000 - AD-XX CONDUCTOR HEAD &OVERFLOW, 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 112"DEEP 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED SECTION LEGEND ADHERED MASONR VENEER: COLOR TO MATCH ADJACENT SURFACE 14 22 4❑ METAL CANOPY FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND BLANK OPNG WALL CHASE F-C-0000 WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD-28 SECTIONS 704. AD-51.0 AD-61.0 AD-61.0 4" DIAMETER ALUMINUM 5 SIGNAGE LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 PENETRATION � � � � 2-HR FIRE BARRIER llllllllllllllllllll� � � � llllllllllllllllllll� 3-HR HORIZONTAL SEPARATION M GFRC WAINSCOT: DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. E �7 ART MURAL TRELLIS 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE MULTIPLE PIPE PEN C-AJ-1000 C-AJ-1000 W-L-1000 F-C-8000 SINGLE PIPE WALL CHASE F-C-1000 TYPICAL INSULATION VALUES FRAMED ASSEMBLIES EXPOSED CMU: W/ 2" GROUT: CONCAVE PROFILE THICK MATCHING CAP AT TOP OF WALL EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM ❑8 FLAT CONCRETE ROOF TILE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. INSULATION LOCATION VALUE \ CMU d ° CONCRETE EXPOSED CONCRETE DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 DRAIN PER IN FLR F A 1000 ROOF / CEILING R-30 BATH TUB PER IN FLR F-B-1000 F-C-2000 s EXTERIOR CEMENT PLAr TER CONTROL JOINT. IN AREAS NOT 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD 26 METAL STUD EXTERIOR WALL R ?? ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 SELECTIONS. TOILET PEN F A 2000 F C 2000 •-------�------- MORE THAN 144 SQ. FT. N WALLS & NOT MORE THAN 100 SQ. AD 51.0 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR WOOD STUD EXTERIOR WALL R 21 IN FLOOR FT. ON HORIZONTAL AP ICATIONS. DISTANCE BETWEEN REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE JOINTS SHALL NOT EXCE A LENGTH -TO -WIDTH RATIO ED 18 FEET IN EITHER DIRECTION OR OF 2.5 TO 1. HORIZONTAL JOINTS AVAILABLE FOR THE BID PRICE. ROUND DUCT C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED PENETRATION SHALL WRAP OUTSIDE C RNERS AND RETURN TO THE 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY NEAREST INSIDE CORNE 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND RECTANGULAR CALCULATIONS. DUCT PEN C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN"1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TA TF i 0 N d� Q U Q z Q Q z U) F W W U) W LO - Lid 06 LO - Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCy,T �G R - <'�n �A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\-\ License Stamp BUILDING A WALL SECTIONS J Q H CH G 00 ZD U) U W 2 U z Q J r� V LL CN N N 1 A2I�42   City Council  23 – 113 12/6/2022   COPYRIGHT U WALL SECTION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO DETAILS SEE AD 28 AD 28 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 SECTIONS 704. TYPICAL INSULATION VALUES INSULATION LOCATION VALUE ROOF 1 CEILING R-30 METAL STUD EXTERIOR WALL R-?? WOOD STUD EXTERIOR WALL R-21 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY CALCULATIONS. FIRE STOPPING LEGEND UL SERIES LISTING PENETRATION CONC CONC & WOOD DESCRIPTION FLOORS MASONRY FRAME WALLS WALLS ROUND BLANK C-AJ-0000 C-AJ-0000 W-L-0000 OPENING RECTANGULAR C-AJ-0000 C-AJ-0000 W-L-0000 BLANK OPNG BLANK OPNG WALL CHASE SINGLE PIPE PENETRATION MULTIPLE PIPE PEN SINGLE PIPE WALL CHASE DRAIN PER IN FLR BATH TUB PER IN FLR TOILET PEN IN FLOOR ROUND DUCT PENETRATION RECTANGULAR DUCT PEN C-AJ-0000 C-AJ-0000 W-L-1000 C-AJ-1000 C-AJ-1000 W-L-1000 WOOD FRAME FLOORS F-C-0000 F-C-1000 F-C-8000 F-C-1000 F-A-1000 F-B-1000 F-C-2000 F-A-2000 F-C-2000 C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. AD-20 FOR ADDITIONAL INFORMATION, SEE SECTION LEGEND llllllllllllllllllll� � � � lllllllllllllllllllll� 2-HR FIRE BARRIER 3-HR HORIZONTAL SEPARATION FRAMED ASSEMBLIES CMU CONCRETE G A2-43 1-HR 9 ROOF/CEILING AD-21 • e � e ROOF SHT'G. - , T.O. PL • HDR ' °0 UNIT DECK LL E i-4LLLLe 5TH FL SLIBFLOOR ,,,,,,,,�,,,,,, • ..:.......... T.O. PL • HDR UNIT DECK e 4TH FL SUBFLOOR - - - - - ........:...... ..■.......... T.O. PL 1>1• HDR 1-HR 1 FLOOR/CEILING q NON -RATED DECK/CEILING \ AD-21 AD-21 TYP. BD UNIT DECK � C 3RD FL SLIBFLOOR • - - - .......... ..C.......... HDR _ �I zo UNIT DECK � C 2ND FL SUBFLOOR C T_O.PL. • HDR i � I � co �I 00 i UNIT PATIO 00 124.70' FF 1 ST FL T.O. SLAB ON GRADE LII. ELEVATION LEGEND I ELEVATION KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 31/2 WIDE X 1 1/2" THICK SMOOTH AD-51.0 1 RETAIL STOREFRONT FINISH, TYP, U.N.O. METAL GUARDRAIL EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH FLOOR CONTROL / DRAINAGE JOINT 11 HARD TROWELED FINISH & PAINT It 1.0 AD 51.0 2.1 GLASS GUARDRAIL IN EXTERIOR CEMENT PLASTER SMOOTH FIBER CEMENT SIDING: 11 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP CONDUCTOR HEAD & OVERFLOW, 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 112" DEEP COLOR TO MATCH ADJACENT ADHERED MASONRY VENEER: SURFACE 14 22 E4 METAL CANOPY AD 51.0 I AD-61.0 AD-61.0 4" DIAMETER ALUMINUM SIGNAGE DOWNSPOUT, COLOR TO MATCH GFRC WAINSCOT: U.N.O.ADJACENT SURFACE, U.� ART MURAL EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL ❑7 TRELLIS GROUT: CONCAVE PROFILE � EXHAUST TERMINATION -SEE MECH. PROVIDE MINIMUM 1fl FLAT CONCRETE ROOF TILE DISTANCE OF T BETWEEN EXPOSED CONCRETE EXHAUST VENTS AND ANY 9� ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION OPENINGS INTO THE BUILDING I EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN AD 51.0 JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. WALL SECTION ' G' SCALE: 1/4"=l'-O" G ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD 51,1 FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD 26 SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0� UJ 2 r C) Q U Q z Q z � V) F w NwN ``L.f_ vJ W r LL0 06 LO Nt No. Date Description H m Z) Cn U W 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J c&D AIR? ILL �0'L�, N * No. C29795 RENEWAL DATE CN AUGUST 31, 2023 � 9TF �F CD CAL� License Stamp o BUILDING A WALL SECTIONS BUILDINGA2�43   City Council  23 – 114 12/6/2022   COPYRIGHT C B.1 E.8 H.8 14 v N (Dm rn I I I I I � I rn io 12 10A 14 r 0 31'-8" 13'-5" 51'-11" 6i 20'-11 " 26'-6" �11 I I I 1 1 2 A5-84 A2-61 A2-10 I I I 10.4, . 37'-6" 6-0" 36'-1 " 46'-5" 239'- " MIKiIi7 13 rI N A B C D F G BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. AD-XX • DS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 0 0 n 0 0 0 DDETECTABLE WARNINGS, MIN 36" WIDE o � AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X AIRCRAFT CABLE VEHICULAR BARRIERADAX 16 FULL HEIGHT STEEL FENCING AD 31 r-___-__, I I CONCRETE COLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE GUEST PARKING SPACE 5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 ElCLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 El42 TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF r 0 Q U Q z Q z ' V ) LU NwN V ) w LLO 06 LO Nt No. Date Description II G W ZD U) U W 2 U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. S&D ARCI �,, ILL �0 0,,A (N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF �F O C A\ License Stamp o BUILDING B FIRST LEVEL FLOOR PLAN A2�51   City Council  23 – 115 12/6/2022   BUILDING B FIRST FLOOR PLAN SCALE: 3/32"=V-01 1 COPYRIGHT 1 2 3 4 6 7 8 11 12 14 15 17 20 21 22 SLAB PLAN NOTES 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. I I I I I I 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM 1 2 ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, A2-60 A2 70 SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR - -- -- - -- i i ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO I I IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL 126.00' I 127. 1' CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. q - - - - - - - - - - 1 - - - - - - - - - ..s......: : �... - - q _III 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. :. ,.. I- - :. J ---------------- 1- I I I I I I I I I I I I P� / 1 IIII -- 1 ------ ' --- --- --- I I I --- --- ' --------- I r - I 1..r,.;;;1' t �J 111E---� IIIE---� I' 1IE---3 IIIE---3 I'IE---11 11 1 1 1 1 1 1 0 I 11rI11 �_�� _I }I. + I. i-1 •� _ .I.E---� .;aE---� ' - - 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL ______= Ly 125.5T 1 1 1 -� - -< - - - I i'� - i� - -I I - I' I I I - �I - - - - _ _ 1 V - 7-* -T --- I 1 1 1 1 1 I 1 1 I I 1 1 1 1 I I 1 1 1 1 1�'fi�T� - - - - 6.1 II _ ____ -- _ I o° 1 1 I ;, I I 1 1 `< 1 I I I I I 1 I 1 REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. r �r -, r J L---- I Il 1,1 1iI , I 1 111 1,1 L--LI- r•--- 111 111 L --irlEr- L !I II 1 1 L_�J - 7 I I I 1 1 1 1 1 11 III III 1 1 1 1 1 1 1 1 1 1 1 1 / I I I I I IIIIIIII II LI I I I i nn ] 111 111 I II 1 III 111 11 1 III 111 11I�� X 126.70' FIRE P MP II r�,< ` T II I I I 111 11 I I 111 I I: 11 I I 111 I I I IA Lam+ 4, 0 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER Ic�cl �� 1 125.57' f _I T.CURB ROO IIII 111 III 11 1 III 111 11 I I 111 114 11 ADAl __-= I I I I I I I I I I I I I ua I B. 1 L- I I � ----r r------r, r--------- � 1 1 1 1 r--F---f--, 1 1 1 1 r--f- H---� 1 1 1 r--titI i i i i i i i i I i i S-;;,;;;;;;;;;8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND -1 111 111 I I II 1 I III 111 I 11 1 III 111 I 11 I I I I I I I I I I I _�____�r1 1 i I I I 111 I 11 JJJI CONCRETE SUBSTRATE, TYP. U.N.O. L J I I I I I I I I I I I I I I I I I I I�� I1IJ I I I I I I I I II I I I�II I I UJ I I 111 III I 11 1 I III 111 I 11 1 I 111 111 IIII I - - - - - - - I I 1 Ii1 Ii1 I Ii i1 I Ii1 Ii1 I 11 1 I Ii1 Ii1 I 11 \� I I I I / C c=J� _ II �� --- - / 1 9. PROVIDE VAPOR BARRIER BELOW ON -GRADE SLABS WHERE MOISTURE -SENSITIVE FLOOR °o°oo°o°�u u , I I I �i� rid I 1 �. 1 1 �i� �i� 1 �J I �i� �i� I ti II 1 I 1 1 I I coc0000°o4_g OSTER uMP 1 n I I COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER 1� II I I o0000 +-------------' ------ `------- - - - I' I I ROOM IL I I I I o°o°o° _ I__ II J I F =_- fl I k - � L---- J / __ r- , I• I -_-- ---_J L---- ----J L- F=�O ` p130.82' SEE GEOTECH REPORT. IF ( III I I _ - - - - °00000l D I I I rr= J IJ I I _ °°o°°o°°o°°o°j �� \ I I 1 L Z w L i i ;I �- g00000000°o! i li \t1 L_ J 131.61' ��>�o�o \ - - =�r- 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS r-------fir- 1 b I o00o I I: 1 �000000 1 0' 1 \\ \\ \\ --------------------- - - 3 \7 1 I / - = I I : ' I 1 00000 \ 1 \ \ FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD I II 11 I CORRIDO 6.7'/ �� _ _ _ L---- ---J 111 ' _ ____ _______ _ ELEMENTS THAT MAY REQUIRE EMBED PLATES. VENTILATI 1N- Ij ; f L_ _________- r�,�,�ZII/II/II lI/ I I 126.70' 126.70' 1 1 126.68' I LL J I I III II r,lll SHAFT LI 126.70' I' I I% i I I I I I �/ �, ___ ________ UP S%--------------------- L-J - ----J I 1 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW -rLL --JL_J III 11 LJII1 1�6. 0' I �I I \ ----- Il 11 rr� 1j1 1 1 I / \ Lr f I 1 THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL °� 1i / I - ' 1 DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. L J I I I I I II III o 3-------J I 1 1 I - - - - - - - - - i _ J II \ �/ i i I I I - - - - - -------- _-_ II / I l lI1 I �- z_ _ - - _ _ - - _ _ - - -;------------ ------------1---- --1----------- _ - - - - - - Z - I --- - ----- - ----- - ----- - 11 rn 1]� -�rJ 1 1___*____ _ i I 1 11 _ I j1 c : 11 I ----------- 1 I L---------J��°�===3c=L------ I I I I I I II I 11 :III I ; I ------- 1 ----J L----$--J -- II I 11 BIKE II I I r-----------,r----,�=======3 -, 1 n 1 __" I SLAB & FRAMING ALIGNMENT II II Ir.91 Ir.91 _J 1 w - - - - - I I ---, r-+-------, r- ---- }+ LJJ LJ JLJ I 1 I ; I i I __ _I j1 I I I' i I I 1 I <+f II n -� I II ; I i I 1 I 111 I C---------- +----------------- -----------------• 1 1 1 13 .84' II 11 I��I I �I 1 11 I 1 I I 1 -!------------ -- -- \ 1---_1___________J - 1 .r 1 ■..r �..r - t 131.84' T - - - - C I 11 I I I f - - - --------------- ' 11 , C -------------- - I T - I ; 1 11 I 111 1 I 1 1; I T ALL ASSEMB Y II 1 j I I I ------------------------- -- --- -� 11 J I ■ ■ 11 II\ + - r�;a - I + �i� , �; --71�- --�- o -�-H I I I I I 1 I j I I I I 111 11 ••: PER PLAN -------------------------------i I , 1 I _ i 1 I I 1 1 1 1 1 1 i 1 I : - _ - ---' - -' _ - - - - - 126.70' TSS ==�1 I 1 1 I 1 �----I-----------� j1 I y 1 I I 11 I I I11 111 11 I 111 MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE n -- 11 ; I I I I j1 I q i 1 I I •' 1 I I i I 1 i 1 1 i 1 I ; I I III ARCH AND STRL PLANS L---I- ----J I I I L-- _ ' 1 1 11 L---- ----J 111 111 11 L-1-- ----J L---- I II I I I I I 11 � I II III 111 I 1 -- I-- j 1 \�% I �I I I i I i u1 I j1 ' I 1 i 111 111 11 I-1-----I---y---1-i- I i 1 II 7 i1 I I Ii i1 IiI Ii1 1 111 I ------------+------+------------ {-' I I 11 i I _ }1' 1 11 I Ii i i i i i 1 - 1- ;I I , 11 Ii i;i III: i1 I IGNEXTERIORFINISH - - - - - - - - - - - - - - J I I -----------+------+ I 11 a --------------------------- - 111 1------I---T - i I -t�- - II i I I III 1,1 11 I ---------- - 1 II �I I 127.13' 1 I 11 1 III 111 11 '.' - - - 1 11 I I 1 1 1 1 1 11 _ - I 1 E_ ___ E===�I I I 1 E===�I �I E==_=31;1 _E===�1I 1 - I ° ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO II I L J -1� r r - - - - - - - L------- -- ----- �1 --- -------Lil------ r -�� - - - - r - - - - II r -----� _ �_ -- ---- --- I COORDINATE WITH ARCHITECT. 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L�J n lJ JL I IIILJ ) LL_J II r}{\ I I JL V a6J 11 I III Io j1 LJI LJ II II II r< __J I I r� �J I I j1 r =_� ; II------1LI 1 VL 1 =�� III III IT--�`== I �J 1 I 11 II III II r------� 1 I( 11 w-_- 1 DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF \vl1 �1 w 11 I II 11 iil I TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE WHERE X III \ p I I I II II 1 w �I ( 1 I w q I 1 w u 1 I I OCCURS),TYP, U.N.O. ADAX 1 11 II n 1 I jl III I hlln,------------ J �� I 11 11 II I----�---- 1 I JpI 4 11F-----z -----� _= LJ L---------r- 1 r� a I Irr== J a�� I� 91 III I I A � -�� -J II III �==�1 r----------- j1 L•J = I rl 1,-, � 1 Ill 11 11 � � 1 11 W L JL J II CONCRETE SLAB OVER STRUCTURAL FOAM SEE STRUCTURAL FOR X II I L==_-=-� I L-J L_ JL_ J W IL- III I / I I \ 1 __ _____ ---- I ii ii J II I ADDITIONAL INFORMATION AD XX --- -- 111 1% I 1 r �l 1\. M ----- I I 11 II I 1 rnl I o I 1 I 11 -_ LU 1 1 I I I DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE 125.07' 1 11 I I I I Il rr-- 1°�-------___-JI X r' I 1 I� 1 11 1 I 11 11 �� ifs 1 L_J I=T---------� I TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE WHERE OCCURS), TYP. U.N.O. ( ) AD-XX _� J 1 II L=c G=1 I II VJ�r� r -=J i1 Ip�,r,, 11 II I L_J 1 I II I __ 1 1 1 o a I _ J u-J III CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. SEE CIVIL AND X M - - - - - - - - - - - - - - r=-----=--z- - _III - - - - - - - - - - - - - - - - - - _= r� -il ri��t II LL- -J I-, I r- STRL FOR ADDITIONAL INFORMATION ,_ _ _ _ M AD XX 00I- 1 L TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB A2 70 II --------- I 126.61' 126.61' -1 1 1 I r'�r n1 I nl F n I I �,II�11 iii I 11 F u1 n1r� A2 70 n 1 � � 11 11 L J 111 111LJ n CONCRETE SLAB OPENING �,y I r T 1 1 Ill II \ 124.95' 124.95' L------- L-JL---JLI III a P. I LIL---JL-J 126.00' a Ir------m 1 IL -====______ LL � J_J n------� I r----------- IIIr�y}-� _-hl �r------Im I I III 126.00' I If'�1111 I U --- II F � 11 III F11�1111126.00'TS IIILJ 1 I / 1 P tl tl Jlll wIr --� I L J p \ III LJIILJI( L__JI 11 y z n II 1i i� ' 1 Fr�1 11 �{� 111 LPL=__J�--�L__________-J �JII1________________________J I J 11 I R------� Or-----------, I CONCRETE STRUCTURAL SLAB TRANSITIONS r�1 II II 1 _ I 11 1 Q-----------�----------T-----------p 1 11 I ---- w jl 1� ,1 hJ 1 `�'I I 11 1 I G O I G I I 11 I ILJI +I L� �_ I I I II I IL I 11 I I I I ) r X' II II II }� ILJI _ 1 I L_______��J1 1L__ =JCJ 11 f 1 1 I DEPRESSION LEVEL TO SLOPE i J LPL ==_J L-------J 1 I I I r------- 03,3 Zl Ir-----__ j1 I 1 I I LJr-------- JL- e===� ___ICJ III------nl tr erEc-------1 I I I 1 II LU I 1 == II ===ir ===IE illilii i i I 1 r 126.70 T 1 II F B I==�_)I� 1 iiiE n n 1 1 1 __ L� �I L ��I �III III I 1L- 1 n n n III L J J SLOPE TO LEVEL XII p I `-- JIII 111� II II a� 111 1 > I I I 1 FF= 11 ili CUM = 11 DEPRESSION TO SLOPE 1000 I I II I ITr�1 r- I - Ir 11 II I )IL J I ILJ I1LJI( �I II I I L-----------JL, L_-rr_JL 1 I III I L�II LPL =__J �L=====_==== -i I 5r------m - eLEc 1 r�L= ------�1 L-i rn------ ' O r------------ III ------i- r r- III n-----------m----- m ❑ fl l 1 m I--- ---------- IF�1111 F� I I u 1 1 ILJIII III[ J 1 LJIII III II I 1 11 IIILJ 1 - / 1 r =z tl nILJ q I o J /III ,I I `-UIII III f�1 1 1 II II III I I III 1 w� I 11 I I II I - �� III�� li II 1 �� 1 11 1 o I 11 1 h x I 1uLJ �yl I�---)I��u �I x 1�=�=�L----�--------- I__ _ \ I 1 I-- ) iii tl 1�=J ( I I IIL-----------s-� I r---------- r------ / I II 1 r---------z-a L=�oi� JCCSRRIDOR---- _=====3 =------- I I - I 33,3------r=_ J=-----�r---------1 ----- - III � LJI 11 VENTILATION-J 1r r•9 11 I �I I i1 L_ _U a -JL� -C RRIDOR `i U II SHAFT rJL- a LJ 11 ILN �J I I V NTILATIO 1 /III I I I II I 11 ILJI(--[�JIL 1 /III I - J1 �� --- 11 Ilr- II ' II ;�^I;I 03,3 L---- -� S AFT __ LPL =__ �______ =�=-JI KEYPLAN t _ r -J erec I I I I r y„ll �I ,� I>�-L rr=111 -- J�r1 \ Irr-=====�C III II 11 I 11 II III Irk r.1 III I I I r.1 �.� 1 11 I 11 LLJ I I i I I JII /.r \; 11111,IIrI I F_ 7 a i h � I I II II 126.701P�1j11� � I III 64 I Ii11j J I II II LJJ - L � I j1 �l 111j 1�-+-� 1 I M1r �_� L =_� fir- ' r- II J L I i --� 124.4=;r II LJII I II I 1% M` ,111j1I-t- ICI II II I I II 11 I 1 LPL L----JL == JI L✓ 1j , I I 11 I I _ P Ir 1---------- I IIII-t- L_====_= JL_ I ---------- II 111111 T- I jl n 91 =JL------- ' I I n Ir 11j1; T JI I �I �I g I I Iis L�==J 124.42' Ir ISIIAIRB I I I I 1��11111I _I � I ;i1 I IL__�J I 4II1j11 �v �I I �; 11 --- I � n(= 7I 1j1111 =�1 I`1rn 11 - �1 p ' ---I�i -JLL=Jh===J,111r it �� it �r �r I Z I - iir, 1 I i L Jii�i IL_ 11 IL, J I 12 .55' 1 �I Ir I II I I 1 1 \ II IL---JNI 125.8 I194 124.27' I-- -- I - - r-III ® ® c i i 1`'r'1111 L___ I I IIII I i i I __I 1 1_ I LUr� I III III III c�c�J 1 1 --- 1 1 1 IIII I u� 124. 0' 1 11 nj1 _ 1% i 1 I ®®®-�IIII I N I III IIII - L° J I - - -- - - - - I ---------- �1 E-7 k � 1L�IL --J - - - - - - - - - - - - - - - - - - - - - _- - -_- - - - N I ' I I I I I I I I 1 2 1 A2-61 �71 N I I I I I I I I I 1 5 9 10 13 16 18 19 23 BUILDING B FIRST FLOOR SLAB PLAN SCALE: 3/32"=1'-0 1 • 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O rn U z z U) F LU U) W LO LO 06 LO V_ No. Date Description CH G W ZD U/ U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1.1� ARcyl LL G��SED N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9TF OF C A\- License Stamp o BUILDING B FIRST LEVEL SLAB PLAN BUILDINGA2-51 S 6   City Council  23 – 116 12/6/2022   COPYRIGHT Q 1 2 3 4 6 7 8 11 12 14 15 17 20 21 22 239'-0" 38'-6" 9'-1" '-2" 12'-0" ' 6" 21- 29'-6" '- 28'-6" 311 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 36'-8' 18'-0' 8'-7" 1'- / " I I I I I 2 1 2 I A5-78 I I I A2-60 A2-70 I I 1 1 I I I UNIT 0.2A1 STAIR B1B.1 r - -�II - - A5 26 J e----L --�-_I I oo _®= C�aIIII e•I I y - ----J�J- +II1 --------- II ----------- -- -- II --------1-�LrIIIIIII1L 6--.3 4/7 co I1IIIIL -- i I1ILII1IIi - 0oeee°oo_eoo0ToO°0oeO00--- oOe°0° e00 o°0e00 4 1 .-- "�\u r -- - III - - - - B201Fr 7 L S AIR B2r UNIT 2.2P-R L J -- LV -(- A N�] ,,B202 o------+------------+---- ---- ----------------- --I------- -----------+------ -----------------------------------------+-----+ 136.20' 1 1 1 1 1 L L---- - - - - - - - - - - - - 00M 143.24' CORRIDOR VENTILATI IN Tr 7 SHAFT DNS% UP 5% co 136.34' Ut-------- ----------1---- -t--- ----- ----- t---- -1---------143.47' II + + + F 16.34' o II u__ s_ I IIL 00 0) UNIT 1.1 F-R --- \\ 143 1 I 1 mi � � 9 ...................... ------ - ---- - '' (H.3 I K L x 11 I I I II 8I I I 6 I I 2.39' I - - -i - 14 37.89' --- ----------+----187.--------------- ---6---+-+----------+------------------------------------------- N UNIT 2.1Q _1 I I I I I I I I I I J L-�J L--- - B204 � I � L --- -I---J L - - - - T - - - - J i L - - - - T - - - -- ---- I T I zo M A5-23 J J 142.16' LO O GD I N RAMP UP 93'(RUN)V% SLOPE)=4.65'(RIS)El r---- - I I II I I I I I I I - ---- ------------- 1 142.3 1 2.39~ r---- ----, r - - - - ----, I r---- ---- L '----------------- o000000000 00---------- +---- --------- +------ ---------- +----- --------- +------ -- - ------I- r 00000000000 0o V I o°00000000000000000°0°000° o , M I - I r o0000000000000 � _ _ _ � � I �_, I n 6 6 6 I ¢ 16 I 6 I I I 2 I 6 V,/F1 I I L_J I I TRASH I VESTIBILI 00 I I I I I I ® OPEN TO BELOW - - L-- --J I I I L--- I I---J I I I L_ _� L I 137.�' �I I CV o II II It I 2 2 89, 137.89' I 140.85'I I L- //--� \\�Y - ----J �60 N N A2-61 I I I I O I 0 o o I III o o i � 20 / I I I I ImE I - - - - - - - - - - - - - - - L \1 20 CV 2@020 1 it iv °' / 20 / 20 I i -1 00 - - - - - - - - - - SIP OD 20 r Fr 7 r n Fr 7 20 - LL _J LL _J 20 B1 EIDF �,l / LEV. ELEV. B2 I O IDF OI � 1 `__ �TORAGE I_ J I I I o I o 2 - rEl ® y ' El El El/ A5-92 1 I I I Fr 7 I •I ------- LL J 011 L I I = _ = I �-_=�1 Tr o I p p p 0 0 l 01 0 0 0 ' UNIT2.1J-R UNIT 1.1K r �� o o _ UNIT4.1N M B209 B210 �� ------ B211 A5 12 �J -- I A5 44 N I I ` UNIT4.1M-R 0 N B205 = Ir= U') A5-44 1 u 04 v O I UNIT 4.2B-R UNIT 4.213 - - - - - A5-45 A5 45 LL ------------------------------ --------------- - ----- -- --- - A2-70 --- - --- -- -- / - F 9 I L J ®----------- --- A2-70 rT"I LJ i L _J_ _J El Co b CV N Ch ti - 0 M It N , II II r- II I 11 L > I L] P]I o11 1-J 11 F 7 �E] 3 2 1- L J =� II L � � �62 i A2-62 / L `00 UNIT 2.313 II B213 I ® El I A5-27 I II ELEC LJ / - 9 CIO El 4 , p , I CORRIDOR ' � C RRIDOR C313 V NTILATIO V NTILATIO / 21 ° S AFT EfEC El /S A��\ ii r� / I LLIT- --I I / i L_U i J I - UNIT3.113 I UNIT 2.2H B207 � Eg208 UNIT 2.2M A5 31 I A5-25 IB21A5 4 Il 3 \ J I I N LJ == I Irk I I O I CV , , I I I I I I I I 2 1 2 2 'NIIA5 84 A2 61 A2 70 A5-82 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 B,1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER A18 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. C 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 E PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. F G BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL DH A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • DS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX H .7 - CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX H .9 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER J CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE K CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION LEVEL TO SLOPE DL <7 SLOPE TO LEVEL DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. 0000000❑ 12 12 0 0 n 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE o � AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB M 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE DCMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIERAD XX X FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN X I I L COLUMN CAP AD-XX I I J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 El42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 N STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION 13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. ElDIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I I I I I N 31'-8" 13'-5" 2111 101- . " 37'-6" 37'-6" 18'-8" 15-9" 11 71 51'-11 " 211 6-0" 311 " 46'-5" 39'-2" ll 2111 " 239'- " 5 9 10 13 16 18 19 23 BUILDING B SECOND FLOOR PLAN SCALE: 3/32"=1'-0 1 I COPYRIGHT a 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 VJ Q U/ z Q z W F w LLI U) w LO Lid 06 LO No. Date Description II G W ZD U) U W U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARIITF' ILL '40 C, N N NO. C29795 1I RENEWAL DATE CN AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B SECOND LEVEL FLOOR PLAN A2�52   City Council  23 – 117 12/6/2022   I (H.3 K L x i 11 X 12 14 15 17 20) (21 )( 22 38'-6" 9'-1" '-2" 12'-0" ' 6" 2'- 29'-6" '- 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 36'-8" 18'-0"I L 8'-7" 1'- / ' I I I I I 3 1 y 2 A5 78 A2-60 A2 70 I I �1 r• I I 1 I I I I ------------ I I I I I I -1� in 1 o 7.97' o o I o o o UNIT 0.2A1 STAIR B1 -I 1-I rt - - - - - � - - B301 I I - 147.9 55' o � A5-02 1 ' \ I I \ o I I - -- 1 __ I 3 0 0 Fr- r--- r-- I 1 1 ---, 1 L A5 80 ___ I___I r__ I___I r__ I_ - �v -- I I I I I I I T S AIR 62 1 �� •� I I I I I I I I I I I I 1 I I I I I I I I I AV r° 1 I I I I I I I hj l I I 1.�80°80°8°°8O°8 - / 0i ------ ------------- -------+------------------- ------ --------------------- UNIT 2.2P ------------------ - - ---------------- -------- ------+---------- ---------------- ---------+------ I I � III:B302 ___ 1-5 3 5 - °O00000 I I r `J II L I i I I °oo°oo°oo°oo°o ------- I I I o,°,°°°° ME CORRIDOR 1 I I VENTILATI N ---�- - 147.97' 147.81' I I I IT 7 SHAFT ill i 3 31 i it LL� I I I I I III DIN5% I P M I N , 0 N N I C>, M 00 1 (V N N o � 1 C\1 N 2 IN A2 61 N bo 0 N M 6'-10" moor- I I I I N 1 I -�- �- I - -- -- - ENNE IN 147.97' I I I j o I , II ❑ ® U I - -- -- ------ ----------I ---- -- i ' i i----- I I 1 153. 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THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 B.1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD 22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. C 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (1 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 E PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR'---' SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. F G BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL AD7-30 A7-40 FD FLOOR DRAIN - SEE PLMB H FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,FEC X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. AD XX • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX I"I,7 CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX H .9 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER J CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. -3" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE DK CONCRETE STRUCTURAL SLAB TRANSITIONS M�7 DEPRESSION LEVEL TO SLOPE DL <7 SLOPE TO LEVEL DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑o000000 12 12 0 0 n 0 0 0 DDETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB M 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIERAD XX X FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN X I COLUMN CAP AD XX I I L J KEYNOTES ElLINE OF FLOOR ABOVE MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 ElCLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 El42 TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 N 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. ElDIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I I I I I I N 31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-6" 18'-8" 15'-9" 51'-11 " 26'-6" 6'-0" 36'-1 " 46'-5" 39'-2" L 6'-0" 26-11 " 239'- " 5 9 10 13 16 18 19 23 BUILDING B THIRD FLOOR PLAN SCALE: 3/32"=l'-0 1 I COPYRIGHT • 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 Q U Q z Q Z U) F LU U) w LO Lid 06 LO Nt No. Date Description CH G W ZD U W 2 U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARCIll ILL N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF GF C A\- License Stamp o BUILDING B THIRD LEVEL FLOOR PLAN A2�53   City Council  23 – 118 12/6/2022   1 2 3 4 6 7 8 11 12 14 15 17 20 21 22 239'-0" 38'-6" 9'-1" '-2" 12'-0" 6'2'- 29'-6" - " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 36'-8" 18'-0' 8'-7" 1'- ill I I 4 1 2 I A5-78 I I I A2-60 A2-70 1 I I I I I I I t r 0 o ] 6.1 _ �ST�AI-R �131 _ _ _ _ _ 165' _ I I LI_- r / A5-o2 lO° I I I I I I I I 11 Iil II I 1■�, LF I I I I 'L S AIR 62U,L T A54-80 O .I I I I I I 1 III I li I I I I "fi 41 ' L J - - I - - - - I �11 I I I I 11 Iil I I Ii I I I I�-- Ill 11 -----+------ ------------------------ --+------ -------+--------------------------- ---------- +---------+---------------------------=-----+------•---------------------------+-------------+--------------------------------- 1 UNIT 2.2P R u I �- 11 I I II_° I 01 B402 r J L____ ____J L --- _ ---J I L ---- ----J L---_ ----J LPO I OOOoo A5-26011 I 8gog> coII L ;11 CORRIDOR I 1 VENTILATI N fr SHAFT 1 1' I I_ 41 1 �J I L J I I I 10 DIN 5% UP 5% I I I I I 1 8.05' _1 ,1 N T I 158 5' 1 I o I I ' 5 W r---- ----, r--------- , I r--- ----, r--------- ,\1, ---------- ----- - -- - �---------------- ------I I I I I I I I +------- -- 1 .55'I 1 8.05'-----I-------- I I -- ■ter t I I I I F -1CD ' 1_, L__ _ _ __J L_1__ ____J N LO M N I I I 1 1 I 1 I II � 1 CM - UNIT1F-RE8 1 A5-12 I I I 1 I I I I I I 164.05' I � I � J - - - � � -,mot - - - - - - - ICI - I I � II II I I! I I I I II I I I I �[5 I_ I I_ 1 I I I M I I I I I I I I I I II W F -1- I 5 I 1 5--�-�- 5 I ---- +-------- - +------ - - I I ---- I ----------------- ------------ -- - 62.55' I _ _ _ --- --------------------------- +-- -- ---- -- -----------------------+------ +---------- I I I N UNIT2.1L 158.0 ' I I I I I I I ; I I ifl B404 L---- J L---- T ---J L----T J L_�__T_ I ' I H.3 - - - - - - - - A5-22 _J - - - - _ a a I I °° J h I ' N D:D I RAMP UP 93'(RUN)(1% SLOPE) =4.65'(RISE r---- - I 162.5 ' II El J H - '-------- I I I 1 r---- ----, r - - - - , , r---- ---- L- ----------- I ---- -- -- 00000000000000 oOOOOO°O°O000000000000000000o I I --- I -- - I � LL M + I El El a] � �1 I I I I III TRASH-J - - -- -- ----J A5-96 _ VESTFB�LIL� ' L-- ' - --J I I L-- -J I I I L- , I I I I I N �� CD 158.051 Cr)II 2 N 2 5' 158.05 161.01' 16 .�--- T- T 158.0 N A2-61 I I o;� 40 I I I I 162. I I l K- - - - - - - - - - L - - - :..{.. :. .........::..... - - - -1 I I I I I N I I ===11 - fV 4 I 40 I N / 40 � � II I Ico bo O(] -�r--� �? 3u ' I IIII 11 SID ,3„ -1 DL - - - - - - - - - - - - -=__ - - - - - - - - - - - r IT _1 I r h IT 7 CQ 40 IL _J I IL _J 40 i I ELEV. B1 ELEV. B2 I IDF � °I ' I 40 TORAGE IDF L I I O I 4 - A5-92 n i L c i p I = I rr-�==!T = I T_ o -' I II o u II o 4 I 11 ll II 1 N II -� II I II I All II I N M � � - UNIT2.1J-R I UNIT 1.1K _ UNIT4.1N M 0 F- ° ° ,11B409 B410 ,A� B411 �A5 22 ------ A5-12 -- I A5-44 N I I UNIT4.1M-R .I I C)N B405in I I CV `n =J� V ' V y l UNIT 4.2B-R UNIT 4.2B M- - - - - - - - - - - - - - - - - - 40 I II A5 45 A5-45 1 1 � i i 1 ------------------------------------------------------------- ---- --------------- --------------------------------------------- --------------- A2 70 F � II F -9 ElA2 70 ED�D u L� II cc 1 IIJ a o -- _\J u I I ,III �El 3 I 2 F1 _ IIII ,III II �12i A2-62 ` a L J IIII UNIT 2.3B I ill B413 1 I I ' ;11 F- ` L J � CIO N===JI I L=== T N - I CORRIDOR i o ti VENTILATION o I R C RRIDOR V V�NTILATIO S AFT P. 41 3 E,EC u fr 7 l / T l l 11 L� ' LL _J l I 1 - � UNIT 3.1B UNIT 2.2J R B407 I B408 I UNIT 2.2M L A5 31 A5-25 I A5 6 ISTAI WK 11 I I I I IF CV N ' I I? - �__�_ U2 (o - - - - - - - - - - - I I L- Q - - - - - - - N I I I I I I I I I I 4 1 2 4 A5 84 A2 61 A2-70 A5 82 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. B,1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 18 AD 22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. C 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 E PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. F G BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL DH A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • DS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX H .7 - CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX H .9 � ■ ■ ■ � ■ ■ m � 3-HR RATED FIRE WALL 11 11 1 1 2-HR RATED FIRE BARRIER J CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0' 0" REFERENCE ELEVATION U.N.O. 4" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE DK CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION LEVEL TO SLOPE DL <7 SLOPE TO LEVEL DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 � o � 0 0 0 � ' DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB MD HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE DCMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIERAD XX X FULL HEIGHT STEEL FENCING 16 AD 31 I I CONCRETE COLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES ElLINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 ElCLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 N STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION 13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. ElDIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I I I I I I N 6-10" 31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-6" " 18'-81 15'-9" 51'-11 " 26-6" 6'-0" 36-1 " 46'-5" 39'-2" 6-0" 26'-11 " 239'- " 1 5 9 10 13 16 18 19 23 BUILDING B FOURTH FLOOR PLAN SCALE: 3/32"=1'-0 1 I COPYRIGHT I a Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 VJ Q U Q z Q z U) w U) w LO Lid 06 LO Nt No. Date Description CH G W ZD U) U W _ U Z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SD ARcy'lTF ILL N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF 0F License Stamp o BUILDING B FOURTH LEVEL FLOOR PLAN A2�54   City Council  23 – 119 12/6/2022   I I I I I I UNIT 2.2Q-R B502 A5-26 C0 O C14 ' r CO I� N E.8 - - - - - -- I I I I I � c L_ x 0 N Cl) a N M LO N N N 6'-10" 11 12 239 0 � 15 17 20 21 22 T3" 2 38'-6" 9'-1 " '-2" 12'-0" ' 6" 2'- 29'-6" '- 28'-6" 30'-0" 30'-0" 31'-6" 36'-8" 18'-01I 8'-7" I I I I I I I 5 I 1 2 I A5 78 I I I A2-60 A2 70 I I I I I III II I II II UNIT 1.1J-R B503 A5-12 III II I II u UNIT 2.1 P B504 A5-22.1 13'-0" 3'4" 6'-5" I I I I I I I I I a� zo I VIVIT 0.GA 6501 A5-02 STAIR B1 I I I 1 8.05' 16 5' I r \ Ir IL --- LL _JJ �^ I I I 1 1 I 1 I 1 I I I 8 •I � II___11 I I I I I I I I I I I I II1 1�1 I 11 I I I I I I I I I 1 III I II I I I I _= 0 1 --- I I I I I I I I I I I I I I y I I I I I I I ------ ------ ------ ---------------------------------------------------------------- - --- - 1 ----- II - -/ I I I I I ' I I I I II I _s-.-F--J LJ L____ ____J I L___ I I i I 000000000 L u� 7 II CORRIDOR II VENTILATION- SHAFT � DN 5% � UP 5% L-+- - - - -� 1 1 8.05' 1 1 158.d5' I - - - - - - - L U U I - - - - - - - -----tI II! --------1 .55, t t_i t ; II I I II II I 1 8.05' ---�-�- ---t - I FIG -1 I _H I I_t I I I I I LI IIII _JII I;1 I;1II;11I! LIi __;1I1 II JI I I I I _-_ _-_-__-J _ I I I I M I I I I i i l i i 164.05' _ _------ - E---31II ! E---7I; I o I o I o I I I I - - - -I - - - - - - - - - I - - - - - - - L _ O O ------ - - - ' - - -AL - - - - - - ' - - - - -� - - - - - - - 51 I I I I I I I I I I - � r----�- F-1 -_-_--- -' I h58.05'_--�-�- I I I I I I I- I---�-�-�- I I I I ' 62.55' - - - I ------+---------- ---------------- ---------------------------+------------+---------- - I ------------+--------------------------- ------ I I 158.0 ' I I I I I I I I I 1 - - _JC) [AP I I ! I [AP UP LOPE) =4.65'(RISE I r---- - I I I I I I I 162.5' 1 ir ---- ---- ----- I I I r---- ----� r - - - - - , r---- ---- � i ----- --- +- ----------- --------------------------------- ----- _----------- ------------------------_-----------------------_- -- --, +------ +---------- +--------+-------- - I --+-- _ f w I I ' ' I ' ' I M 161101' - I - 5 - ' TRASH - - -- -- ---- VESTI_BPLE, ® A5-96 I I I I I I 1 158.0 ' I I I I I o r 1 ! I I I 2 °0? I 158.05' 158.05 I 1 I 161.01-1 - 1 16 5' N I r-- -- - --- r A2 60 50 I I I� I o EMI E�I I I I E�I E�� 1 �I i�l of ICI I AN j I I I I I I I I I ; I II II II II ===_4 I _ (V _ l 50 i Ii 11 I 50) r r-� m �� R F - 1 �LEVATOR LL J LL J 50 CESS 50 IDF i ELEV. B1 ELEV. B2 MACHINE El ' � of Co �TORAGE L JJ 1 1 ROOM 0 I o 5 - � , A5 92IF111 i IT 7 I •I - - - - - - - LL e eo ; p 011 R LLJJ I V II I ' II II II I p II p 4 I II II II I , II M r___ � �� - UNIT 2.1J-R I II UNIT 1.1K ^,II r- �� O O _ UNIT4.1Q I r _ o o B509 B510 ,.JL� B511 % A5 22I A5-12 ______ A544 , I N UNIT4.1P-R .I I B505 =�1 jr- - II iV �L= I I 0 I JJ �J �J II y j r I UNIT 4.2B-R ! UNIT 4.213 II o- ill 0 A5-45 A 5 �T -------------------------------------------------------- ---- --------------- ---------------------------------- --------------- - ----- -- --- ------------ --- L- _L _J 1 - - - - - - - - -- L J II II L J El L_LJ I � u i 1 J _ _ D `II -- 0Ili A2-62 ' i1i � r oil ill r �El 3 I 2 NNA, - \ �12 A2 62 ` L J UNIT 2.3C II B513 A5-27 I ill F-:9 - II I El LJ > ------ C '4 - I--- N 1 _ --- e ail � 1777 -1 CORRIDOR o C RRIDOR V NTILATIO NTILATIO 4�7 IAFT 51 - , 0 I I IT --II --- TAI B4 ; L ' LL J I p I j� UNIT 3.1C 1 UNIT 2.2K-R------- I UNIT 2.2N B507 (� B508J B514 �S a 7 1 A5 25 1 STAIR B I 11 I A5-26 I I I I I I . I I I l L---- L J =_ - 1 � � 1 I I ` I L� I �_J L C14 1L- - - - - - - - - - - ------------ - - - - - - L_____J I , I I r_ I I I I I I I I I 5 1 2 5 A5 84 A2-61 A2-70 A5 82 I I I I I I I I N 31'-8" 13'-5" 20'-11" 10'- " ' 37'-6" 37'-6" 51'-11" 26'-6" 6'-0" 36'-1" 46'-5" 39'-2" '�` 239'- " 18'-8" 15'-9" 6'-0" 26'-11 " BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. ALL B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 B.1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER A18 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. C 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 E PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. F G BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL AD7-30 A7-40 FD FLOOR DRAIN - SEE PLMB H FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX H , 7 - CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX H .9 I 3-HR RATED FIRE WALL 11 11 1 1 2-HR RATED FIRE BARRIER J CONCRETE WHEEL STOP 3 AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. -3" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB Le ACCESSIBLE PARKING SPACE K CONCRETE STRUCTURAL SLAB TRANSITIONS �? DEPRESSION F;r?iiv LEVEL TO SLOPE DL SLOPE TO LEVEL `a DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000E 12 12 n n n n n n nDETECTABLE WARNINGS, MIN 36" WIDE AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB M 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE DCMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL X AD-XX AIRCRAFT CABLE VEHICULAR BARRIERADAX X FULL HEIGHT STEEL FENCING 16 AD 31 I I CONCRETE COLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES lLINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 5 EV READY SPACE (FUTURE) IflEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 42 TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 N 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I • i Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'NAENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N Q U Q z Q I- z '^ V J F LU L LI U) LU LO Lid 06 LO Nt No. Date Description II G W ZD U) U LU 2 U Z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J c_ D ARC1.1'1TF' LL �0 �� N N No. C29795 C) RENEWAL DATE ^^ AUGUST 31, 2023 Al OF- C A\- License Stamp o BUILDING B FIFTH LEVEL FLOOR PLAN 5) (9)(10) (1 3) ��l J6 �18)(\19) BUILDING B FIFTH FLOOR �3) PLANSCALE: 3/32"=l'-0 1 I COPYRIGHT A2�55   City Council  23 – 120 12/6/2022   ---------------L II I I II II II I� II I I II I I I II _ J IN II I -- -_�' - I I IIII ti_ JL_ _J ---III IIr-r. -- -� ---�jl II IIIIIILLJJ II II (IIII q ---II II -_JL II II IIIII I ---III --- I --- J f ' j1 =-_ Oo Oo Oo AOTON-J 1rI 11 LL rr 1 I AII �r------ I 11 IJ II II r9 a C-jr------------ I II • n _ _ I I ; l --__-_3==L------� -----J L-------T-J i r Eh Eh -------- --ter--- __= I I lu Oo L oO o �I l I ! II I ----------- I o 0 o I II I II II II II ! I I I I II u I I I I - - --[ r - - - - - - - I ;e1 O O O I I II I I i I I I I-------- -ter L� II I I _ I I III � I I I 111 � I n - -- I I @ ,1 r ===IL =I==1 rLC] - ---- I -- �I IID::) I II I II I -= Ill I 1 II li =_�_ IIII I I rr�iill 1 I I L�1111 1 ip II 1 t II � l II Ci I III l LJI r1l 111 l _= - ��I LJ1 iI CD0u1 III I I I r,Iu l LJllj �i m III j I W 11Ic\}i l rL__JII vl1 r ;i " l ______ - I + II �e' l I l-J I II r-1 a l' 111 ll II II C-7 II L•J L----- II II II i I - II II c III L_JI 31 -------------------------------------------------- - ---- - �iiiC I�Jy v, n l I >C ----- ---- -- =J 1 lc== �I Case I \ � II, I1 I I II tciffie ATTIC VENTILATION CALCS ROOF PLAN NOTES ALL VENTILATION CALCULATIONS ARE BASED ON: 1. TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENT AND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS TO ®HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO OR & REQUIREMENTS FOR EACH CONDITION. SEE SHEETS D 61.0 D 61.1 i APPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT. 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF HIGH VENTS (FLAT ROOF PARAPET): 14"xl8" "FLASHVENT" PARAPET WALL VENTS BY X CRICKET FRAMING. FLASHCO OR APPROVED EQUAL WITH 110 S.I. NET FREE VENTILATION AREA PER VENT. D 61.0 3. PER CBC SECTION 718.4. EXCEPTION, DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS LOW VENTS (SLOPED ROOF EAVES): FRIEZE BLOCK WITH (3) 2" DIAMETER HOLES EVERY EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 3RD TRUSS BAY WITH WITH 3.14 S.I. NET FREE VENTILATION AREA PER LINEAR FOOT. NFPA 13. 4. ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30". HIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE, ❑ CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREA 5. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH PER VENT. STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 6. AS REQUIRED BY CBC SEC. 1015.E : 42" MIN. GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE ROOF AREA #1 : ROOF AREA #2 : SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF REQUIRED VENTILATION REQUIRED VENTILATION A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES I ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS I 3,054 S.F. / 150 = 20.36 X 144 = 2,91.- 151 S.F. / 150 = 1 X 144 = 145 S.I. TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. l LOW = 50% X 2,932 = 1,466 S.ILOW = 50% X 145 = 73 S.I. HIGH = 50% X 2,932 = 1,466 S.I. JII HIGH = 50% X 145 = 73 S.I. 7. ROOFING TO BE CLASS'A' ROOFING. I I I I I PROVIDED VENTILATION 01 PROVIDED VENTILATION 8. ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER. LOW (FLAT) = 3 VENTS X 520 S.I. = 1,560 S.I. LOW (EAVES) = 33.6 LF X 3.14 S.I. = 106 S.I. I l I I l I I 9. PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS 1 I HIGH (FLAT) = 3 VENTS X 520 S.I. = 1,560 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. =144 S.I. APPROVED BY ROOFING MANUFACTURER. I I I ROOF AREA #3 : i i�i-i- �- 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING REFER TO STRL DRAWINGS ------------- -----------+------- -------- ---------------- REQUIRED VENTILATIQhi a AND COORDINATE WITH TRUSS DESIGNER. ____ 6,648S.F./150=44.32X 144_ 6,382 S L LOW - 50% X 6,382 - 3,191 S.I. 11. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. HIGH = 50% X 6,382 = 3,191 S.I. PROVIDED VENTILATION LOW (EAVES) = 440 LF X 3.14 S.I. = 1,382 S.I. UP 5% LOW (SLOPED) = 26 VENTS X 72 S.I. = 1,872 S.I. TOTAL LOW = 3,254 S.I. HIGH (SLOPED) = 10 VENTS X 72 S.I. = 720 S.I. HIGH (PARAPET) = 24 VENTS X 110 S.I. = 2,640 S.I. TOTAL HIGH = 3,360 S.I. 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I I II I I 1! I ' , I I 1 1 1 1 2 A2-61 A2-70 II Ill LJII -- irriln - � Ij II II LA II N II j L- -4 II u r II II I IIII I r1 IG1 II r1 rr- rl 17_1 II _J-_1_11_LJ._L1_L1_ -- - - -------------- I III I III 1�11 III III n III I Imo_] N SOLAR -READY NOTES 1. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACING REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. 2. NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURAL FEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE. 3. SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THE HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE OBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE, MEASURED IN THE VERTICAL PLANE. 4. PROVIDE 2" CONDUIT BETWEEN SOLAR -READY ZONE AND ELECTRICAL ROOM(S). SOLAR READY CALCULATION: TOTAL ROOF AREA: XX,XXX SF REQUIRED SOLAR READY AREA (15% OF TOTAL ROOF AREA): X,XXX SF PROVIDED SOLAR READY AREA: X,XXX SF ROOF ASSEMBLIES DESCRIPTION FIRE RATING DETAIL REFERENCE(S) ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS INTERIOR ROOF/CEILING (TRUSSES) EXTERIOR ROOF/CEILING (TRUSSES) 1 HR X/AD-XX, X/AD-XX INTERIOR ROOF CEILING (JOISTS) 1 HR X/AD-XX, X/AD-XX EXTERIOR ROOF/CEILING (JOISTS) 1 HR X/AD-XX, X/AD-XX 1 HR X/AD-XX, X/AD-XX ROOF PLAN LEGEND SLOPE ROOF 1/2" PER FOOT MIN BUILT-UP CRICKET 1/4" PER FOOT MIN X D-61.0 r--1 ROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PER MANUFACTURER'S RECOMMENDATIONS. L J ROOF PRIMARY AND OVERFLOW DRAIN X D-61.0 ®� A/C CONDENSER - SEE MECHANICAL DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TO STORM DRAIN °___• SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADE OR LOW ROOFS. SEE ELEVATIONS FOR ADDITIONAL INFORMATION. I FIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O. HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN X D 61.0 4'-0" OF THE FIRE WALL - EXTERIOR BUILDING MAITENANCE EQUIPMENT AND ANCHORS - REFER TO - STRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITH TRUSS DESIGN ROOF HATCH WITH SAFETY RAILING SYSTEM X KEYNOTES 1❑ ROOFTOP GAS BOILER LOCATION - SEE PLUMBING ❑2 MECHANICAL SHAFT - SEE MECHANICAL ❑3 TRASH CHUTES 4❑ EQUIPMENT PLATFORM �5 LINE OF BLDG BELOW ❑6 CANOPY BELOW ❑7 ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT KEYPLAN Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I ENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF r 0 VJ Q U Q z Q z U) F LU U) W LO V_ LO LO Nt No. Date Description CH_ G W �ZD v ) U W Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARc1.1'1TF L.L N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o BUILDING B ROOF PLAN BUILDING B ROOF PLAN I SCALE: 3/32"=V-01 1 I COPYRIGHT A2�56   City Council  23 – 121 12/6/2022   ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT AD 51.0 SMOOTH FIBER CEMENT SIDING: AD-XX ADHERED MASONRY VENEER: AD-51.0 GFRC WAINSCOT: STAIR B3 UNIT 2.3C UNIT 4.1Q PARKING STRUCTURE STAIR B2 EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE O EXPOSED CONCRETE UNIT 2.3B UNIT 4.1N UNIT 2.3B UNIT 4.1N UNIT 2.3B UNIT 2.3A UNIT 4.1 N UNIT 3.2C MPOE EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON --------=------- WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. 11 8 TYP. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP I OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. AD 51.0 - AVERAGE HEIGHT OF HIGHEST ROOF ---------------------------- A A2-80 8 TYP. 8 TYP. ----------------• FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD-51.0 o CONDUCTOR HEAD &OVERFLOW, COLOR TO MATCH ADJACENT 14 22 EI AV MGEHGHTOFMANSARDROOF ----------- ---------i---r---- I I ; ; ; - SURFACE - 61.0 I I ' I I 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. ---------------1------f- I I 1 I I I I I 11 ❑ o0 El ; ; ' ; 00 I ; ' ' ' ' L----------------------- L------ I------------------------------------------------ I;-------------------------�------------------------I I I 1300 ❑ EXHAUSTTERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF TBETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING V I I I I I I I I I I I ��❑ \ 1 ❑CIE ❑ ❑ El ❑ I I ------------------------------------------------------------------------------------------------------------------------------' 00 - - - - ---------------;-----;--- 12 ; 1300 El RETAIL STOREFRONT ❑2 METAL GUARDRAIL --------------- t----- - ------ --------.--------------.--- ;-- -- - - - - ---- oo - - - - - -- �� - - - - _ - - - _ - o00 2.1 GLASS GUARDRAIL ;z Lo ❑ ---------------F----- -------- ---------------- +----- ---+--- - - Ll _ ----------•--------• - - ------ -------------------- M -- - - K9 --•--- -----------------•--------•------- 0 0 _ - - - - - _----- �C - / \\ - - - - --------------------�--- I I 131:113 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 32 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 4 WIDE x 1 1/2" DEEP " 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP -------,--------•------T-------- I- ---------------------------------------- J I I 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP METAL CANOPY Ll I I � 5 SIGNAGE ❑6 ART MURAL 128J"' " 7 TRELLIS 124T" -GRAbEPGAE - 3.2 TYP. ` 2 TYP. 8 FLAT CONCRETE ROOF TILE �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION N M L K J H.7 H E D A ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 OR 24 AD-51.0 EASTEXTERIOR ELEVATION SCALE: 3/32"=1'-0 2 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 AD 26 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. UNIT 2.2Q UNIT 2.2Q 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S UNIT 2.213 UNIT 2.2P UNIT 2.2P UNIT 2.2P RECOMMENDATIONS. UNIT 2.213 UNIT 2.2P UNIT 2.2P UNIT 2.2P TYP. 8 8 TYP. 1 ; 1 I I 1 1 I I I 1 -- D I I I _ I I 00 1 1 I I � � ----------------------------------- I I I L ------------------------------------- ---------------------------- - ------- I , ---------------------------- ---------- -------- -- ------------------------ ------ ------------------------------------ -- - --- --I- D 00 Ppm I ------- ------- Ilul ----- ----- -- ------- ' - �c - - 0011 ❑ ❑ ❑ --- HIAR- ' I I I _ _= --- - '-c9t1I. - 000 - ED ------�;-----,----•------------------------•------------------------ -- HDR rFF BUILDING KEY PLAN ❑❑❑ \ \i>`\\/ p ❑ HDR- CD FFITI 5TH STREET � --- -4 22 1 4----------------- 20 17 - 15 14 I 8 3 2 1 3.2 TYP. 2 TYP. 1 Q__r ~ w w Cn B ~ w Of 11 O q w 10� ILIJ U LU ILL or_ 0 N 4TH STREET NORTH EXTERIOR ELEVATION SCALE: 3/32"=1'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN"1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 Q U Q Z Q Q z U) F LU U) w LO V_ Lid 06 LO V_ No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ARCy1T ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp BUILDING B NORTH & EAST EXTERIOR ELEVATIONS CN N O N 1 A2I�60   City Council  23 – 122 12/6/2022   COPYRIGHT U ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT AD 51.0 SMOOTH FIBER CEMENT SIDING: AD-XX ADHERED MASONRY VENEER: AD-51.0 GFRC WAINSCOT: EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE UNIT 2.2Q UNIT 1.1J UNIT 2.1P CORRIDOR UNIT 4.1P UNIT 3.1C EXPOSED CONCRETE ; EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON ................ WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. � DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. 11 AD 51.0 UNIT 2.2P UNIT 1.1 F UNIT 2.1 L CORRIDOR UNIT 4.1 M UNIT 3.1 B UNIT 2.2P UNIT 1.1F UNIT 2.1L CORRIDOR UNIT 4.1M UNIT 3.1B UNIT 2.2P UNIT 1.11F UNIT 2.1Q CORRIDOR UNIT 4.1M UNIT 3.1B UNIT 2.2P UNIT 1.1F UNIT 1.3B ELECTRICAL ROOM CORRIDOR UNIT 4.1 L UNIT MA 8 TYP. 8 TYP. AVERAGE HEIGHT OF MANSARD ROOF 8 TYP. -- FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD-51.0 CONDUCTOR HEAD & OVERFLOW,COLOR TO MATCH ADJACENT I p ❑ ❑❑ ' ❑ � � 4 E_E_ ; ; _--__--__.._--.._--W.._,... ,...___,�.___...�_.._-•- ----------------- ----••--- ••----- _..._..._- OO ❑❑❑ ❑❑ ,--------- - - ROOAD - _ -, SURFACE 61.0 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, I U.N.O. AD 61.0 --------------------- �� --- ----'-------------------------------------------- ---•---------------- --------------------- - °° C° °° D Q + 1 ❑ 0� �0 --•-------------•---- p C oo CLI 0❑° °° ❑ ❑ 0 0 �� 0 0�0 - o) - �� - ,171 - EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF T BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING --------------------- --- ---- •------------------------ •--------------------- - -------------- ❑ Q ------------------------• - �I ❑ 1 I ❑ 4 --•--------------- --- p ❑❑ ❑❑❑ ❑❑ 4TH FL SUBFLOOR - RETAIL STOREFRONT ❑2 METAL GUARDRAIL 00 0 0 00 - 0) � 2.1 GLASS GUARDRAIL --------------------- --- ----'---------- - ---- - - "- - - - - - - - ------------ ------------------------"- ❑❑ ❑❑ ❑❑ D D ❑ 4 ❑ 4 -- -------- --- ---- p ❑ ---- -----------------------�--- ❑❑ -----;---- ❑❑❑ ❑❑ - w 0) EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 2112 WIDE 1 112 DEEP x 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP """"""""""""""""""""" ---•""""'""""""""""""--""""""""""'""""""""""----------- - •""'"""""""""""" '""""" : ; ; ---❑❑ -------------- ❑❑ C 7❑ ---- -- ---- ; -----;---------------------------------------------------- T "" ---'------""""" """" """""""" "" " ❑❑-- ' - - - - - - - - °°❑ °°° - - - - ----�-------- �------- -------- --- - -------------------- - Q EL'�llEiF�L - - 3.3 x , EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 10 WIDE 3 DEEP D D IF] I I 4 ❑ 4 �i , � i; I rn 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 112"DEEP 4 METAL CANOPY 126.70' 124.70' ' 0 0 _ 1ST FL T.O. SLAB 5 SIGNAGE ----- AVERAGE GRADE PLAN A B.1 E.8 3.2 TYP. 2 TYP. H H K L - - - M ; N 6 ART MURAL 7 TRELLIS �8 FLAT CONCRETE ROOF TILE .3 .8 �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 OR 24 AD-51.0 WESTEXTERIOR ELEVATION SCALE: 3/32"=l'-0 2 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. UNIT 2.1P CORRIDOR UNIT 3.1C STAIR B4 UNIT 2.21K UNIT 2.1J UNIT 1.11K UNIT 2.2N STAIR B3 UNIT 2.3C 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH 3 AD 26 UNIT 2.1L UNIT 3.1B UNIT 2.2J UNIT 2.1J UNIT 1.11K UNIT 2.21M UNIT 2.313 UNIT 2.1L UNIT 2.1Q UNIT 3.1B UNIT 3.1B UNIT 2.2J UNIT 2.2H UNIT 2.1J UNIT 2.1J UNIT 1.11K UNIT 1.1K UNIT 2.21M UNIT 2.2M UNIT 2.3B UNIT 2.3B SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE ELECTRICAL ROOM UNIT MA UNIT 2.2G PREEZEWAY UNIT P1.1G UNIT P1.1 H UNIT 2.21- 8 TYP. UNIT 2.3A AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. -------- 8 TYP. ---------------- ------------------------------------------------ AVERAGE HEIGHT --- OF HIGHEST TOWER ROOF 3.2 -------- ------ ------------'--�- ' AVERAGE HEIGHT OF HIGHEST ' MANSARD ROOF ' 000 ❑ ; ; D D FLII� [1, O�FlD I °°❑ D❑ ❑ 0000 ❑ 4 bo ROOF SHT'G a� -------------------------- ------------------------------------------ ' 000 �------- �--- --- - - - -------- - - - ❑ D - - - - - - - - - - - - - - - - - - ❑❑❑ - ----------�------ D ------------------------- D - - L -- --------------------------------------------------------------- ❑❑❑ ❑ ---- --------- 13000 ----------- - ❑ 4 up HD- 5TH FL SUBFLOOR - _T - r OOO � o0 00 00 ° °°° D � D oo D❑ I FF7 ILO o0 00 ❑❑❑ ❑ ❑ 00 00 OOm ❑ 1 00 00 °° N 4TH FL SUBFLOOR N 0 LO -------- --------------------t------y---------- -'--------------------------� -----------------------------•-------- ❑ -------------------------------------------------------------------------------------------- ❑❑❑ ----- - --------------- I qP -"------------------------------------- '----__------'_A_-------------- �---__ ; � __ _ L R T. ------------------- 000 ' , /j/i�//�/j, /j�///i/// /i/////i/jam j��/j�///i ❑ /�//j//��//��/////j//// 000 /�/////��//�� ////�//��////// D IDD L 1:1 , ; ; , ------------ D❑ , ; ; , Fr ❑❑❑ -� L4T. 0000 ❑ 4 0 -' BUILDING KEY PLAN 'LI I �0 00 rn , 1ST FL T.O. SLAB 12--- 5TH STREET 1 5 9 10 13 2 TYP. 16 TYP. 3.2 TYP. 9 3 18 19 23 AVERAGE GRADE PL NE H w UJ U) B w U)U) Of U LW Ui or_ U_ 0 N 4TH STREET SOUTH EXTERIOR ELEVATION SCALE: 3/32"=1'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 rn Q U Q Z Q Q z U) F LU U) w LO V_ Lid 06 LO V_ No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of an perceived errors or omissions in the plans and specifications of which a contractor YP P p thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. USED ARC//,/ TF�>A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A�-\ License Stamp BUILDING B SOUTH & WEST EXTERIOR ELEVATIONS J Q CH GM W �ZD v ) U LU 2 U CNI N N 1 A2�61   City Council  23 – 123 12/6/2022   COPYRIGHT U TPL LEVEL 5 T.O. SHEATHING TPL LEVEL 4 T.O. SHEATHING TPL LEVEL 3 T.O. SHEATHING TPL 00 LEVEL 2 T.O. SHEATHING TPL 0 LEVEL 1 T.O. CONC _ 0�.00 FF 1 IhIIT 7 71.1 1 IAIIT n 7C2 Q w TYP. TI J EAST COURTYARD EXTERIOR ELEVATION I SCALE:1/8"=V-0" 3 0 I IAIIT A ')Q I IAIIT ') 'CAI LL11 0 0 I --- •------------------------------T ........ ❑❑❑ D 0 0 ---------------------- '------- ❑❑❑ ---- D 0 0 ----------------------------- ❑❑❑ ' El 0 0 ----- ...... ---- 000 11111111h1111111117= r 2 1 TYP. 8 1 TYP. r1 3.2 1 TYP. TPL ❑❑❑ 0 00 LEVEL 5 T.O.HEATHIN TPL 00 1 0 00 0� LEVEL 4 T.O. SHEATHING TPL a 4Flil 1 0 00 00 LEVEL 3 rn T.O. SHEATHING - ------- ------- ---------------------------------------------------------- --- - - TPL 00 1 0 0� 00 LEVEL 2 ---------------------- ------------------------------------------------------------------- -- T.O. SHEATHING TPL a 4 1 O 0 00 0� LEVEL 1 III I T.O. CONCH , 0.00.00 FF WEST COURTYARD EXTERIOR 1 IAIIT 7 1 1 1 IAIIT 1 11/ f 8 ITYP. d 3.2 I TYP. TPL T.O. SHEATHING ��l TRL F0_1 1 19 F0_1 10 T.O. SHEATHING LEVEL 1 T.O. CONC 0.00 FF 2 ITYP. ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT 1,t5l.0 SMOOTH FIBER CEMENT SIDING: AD-XX ADHERED MASONRY VENEER: AD-51.0 GFRC WAINSCOT: EXPOSED CMUI: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE I EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON 11 WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION AD 51.0 OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL /DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 o CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT 14 22 SURFACE AD-61.0 AD-61.0 I 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. i EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF T BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 1� RETAIL STOREFRONT ❑2 METAL GUARDRAIL 2.1 GLASS GUARDRAIL 11 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP 4❑ METAL CANOPY �5 SIGNAGE ❑6 ART MURAL ❑7 TRELLIS ❑8 FLAT CONCRETE ROOF TILE �9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 2. ELEVATIONSCALE: 1/8"=V-0" 2 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR 24 4. WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 AD-51.0 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 AD-51.1 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 AD 26 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. SOUTH COURTYARD EXTERIOR E L E VAT I O N I SCALE: 1 /8"=V-0" 11 BUILDING KEY PLAN 5TH STREET F w w W w 2i W O 75 4TH STREET w w Of Of L ld z 75 N N 1 01- _ Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES`I'MEN'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 Q U Q Z Q Q z U) F LU U) w LO V_ Lid 06 LO V_ Nt W No. Date Description H m U Lu U Z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 1.1� ARClyl LL G��SED N No. C29795 C) RENEWAL DATECNI AUGUST 31, 2023 9TF 0F License Stamp o BUILDING B COURTYARD ELEVATIONS BUILDING A2�62   City Council  23 – 124 12/6/2022   COPYRIGHT TYP. 1 HOUR 9 ROOF / CLG AD-21 -ASSEMBLY T.O. PIL HDR TYP. 1 HOUR UNIT 20 CORRIDOR CORR D 22.1 FLR / CLG 5TH FL SUBFL OR _ ASSEMBLY T.O. PL HDR TYP. 1 HOUR C° UNIT / UNIT 1 UNIT FLR / CLG AD 21 CORR 4TH FL SUBFL OR ASSEMBLY 0 _ T.O. PL TYP. 1 HOUR w o HDR UNIT / w (D 20 (-)CORRIDOR CORR UNIT D-22.1 ASSEMBLY 3RD FL SUBFL OR _ T.O.PL. — - — HDR UNIT CORR 2ND FL SUBFL OR _ T.O.PL. HDR TYP. UNIT "DRYCRETE" CORR - CONCRETE 126.70' FF MAT SLAB 1ST FL T.O. SL B ON GRADE 1�24.70' FG w 5TH FL SUBFL OR _ T.O. PL HDR 0) 4TH FL SUBFL OR _ T.O. PL HDR 3RD FL SUBFL OR - T.O.PL. HDR CD 2ND FL SUBFL OR _ T.O.PL. HDR i O 126.70' FF 1 ST FL T.O. SL B ON GRP 1�24.70' FG L TYP. 1 HOUR 9 ROOF/CLG AD 21 -ASSEMBLY OVERALL BUILDING SECTION B I SCALE: 3/32"=l'-01 2 I I I I I I I I T.O. PL HDR TYP. 1 HOUR UNIT 20 CORRIDOR CORR UNIT UNIT CORR UNIT o� D-22.1 FLR /CLG ASSEMBLY _ 5T FL SUBFLOOR TYP. 1 HOUR UNIT HDR T.O. PL UNIT / UNIT 1 - UNIT CORR FLR / CLG AD 21 UNIT CORR UNIT o) ASSEMBLY 4TH FL SUBFLOOR - - - - io TYP. 1 HOUR HDR T.O. PL M N UNIT/ 0 UNIT CORRIDOR (4) CORR UNIT UNIT CORR UNIT b) b ASSEMBLY LO to - 3RD FL SUBFLOOR WWW T.O.PL. HDR UNIT CORR UNIT UNIT CORR UNIT o) _ 2ND FL SUBFLOOR T.O.PL. TYP. HDR - "DRYCRETE" UNIT UNIT UNIT UNIT ' CONCRETE CORR CORR MAT SLAB 126.70' FF 1ST FL T.O. S A_B ON GRADE 124.70' FFGG 5 9 10 13 16 18 19 23 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 N d� Q U Q Z Q Q Z U) F_ w w ry U) LU 06 LO It W S ro No. Date Description �_ 2 W �� vJ U LIJ 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. c&o ARC1,11 LL �J N (N No. C29795 C) RENEWAL DATE CN AUGUST 31, 2023 F' �9 1 TF 0F r O CA��F��\ License Stamp o BUILDING B SECTIONS OVERALL BUILDING SECTION A SCALE: 3/32"=1 '-0 1 COPYRIGHT C A2l�70   City Council  23 – 125 12/6/2022   Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVES'1'I�•iEN 1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Ir- 0 N d� Q U Q Z Q Q Z U) F w U) w V_ Ln 06 J No. Date Description H 75 00 ZD C) U W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor I thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these ' ^ v J procedures are not followed. S&D ARcl �,l L.L N * No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF cF C A0F License Stamp o BUILDING B WALL SECTIONS WALL SECTION NOTES FIRE STOPPING LEGEND PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS UL SERIES LISTING 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE AND ROOPCEILINGS SHALL BE PROTECTED AS REQUIRED IN DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL CBC SEC. 714. REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION CONC CONIC & WOOD WOOD CAD DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FOR ADDITIONAL INFORMATION, SEE MEMBERS. WALLS WALLS FLOORS 2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. ROUND BLANK C-AJ-0000 C-AJ-0000 W-L-0000 OPENING 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO RECTANGULAR C-AJ-0000 C-AJ-0000 W-L-0000 DETAILS SEE AD 28 AD 28 BLANK OPNG 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED BLANK OPNG F-C-0000 SECTION LEGEND WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 WALL CHASE SECTIONS 704. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 PENETRATION 2-HR FIRE BARRIER MULTIPLE C-AJ-1000 C-AJ-1000 W-L-1000 F-C-8000 TYPICALINSULATION VALUES PIPE PEN 3-HR HORIZONTAL SEPARATION SINGLE PIPE F-C-1000 FRAMED ASSEMBLIES WALL CHASE INSULATION LOCATION VALUE DRAIN \ CMU F-A-1000 - - - PER IN FLR ROOF / CEILING R-30 CONCRETE BATH TUB F-B-1000 - - F-C-2000 PER IN FLR METAL STUD EXTERIOR WALL R-?? TOILET PEN F-A-2000 F-C-2000 WOOD STUD EXTERIOR WALL R-21 IN FLOOR ROUND DUCT C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED PENETRATION 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY RECTANGULAR CALCULATIONS. DUCT PEN C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 WALL SECTION 'A' I SCALE: 1/4"=V-0" A COPYRIGHT A2-80   City Council  23 – 126 12/6/2022   UNIT 0.1 (TYPE III) REFLECTED CEILING PLAN I SCALE: 1/4"=V-0"1 g 1 UNIT 0.1 (TYPE IA) REFLECTED CEILING PLAN SCALE: 1/4"=V-0" I 7 UNIT 0.1 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 1 6 I I I I I I I I I 0 L_ J UNIT 0.1 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 15 c Cr N r M M .tor a', UNIT 0.1 D PLAN (TYPE 111) SCALE: 1/4"=V-0" 14 I Qr_cz" UNIT 0.1 C PLAN (TYPE IA) SCALE: 1/4"=V-0"I 3 18'-4" 5'-8 1 /2" 3'-5 1 /2" 3'-5 1 /2" 5'-8 1 /2"' 3'-2" 12' 0" 3'-2" EE 1 " 6'-3" -------- U2a I -------- U2a U2b 2'-5 1 /2" 8'-9 1 /2" - � � fO 5'-11" ELEC LV -------- --------------------- V-8" 9 11/2" I-I---J VERIFY 9'-7" - I \i/ /1\ -4- I of I I I I 0 i0 0 i0 I r-- I L 2'-10" 18'-4" UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES N 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL v AD-XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT q REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO M N ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. ih 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. °' UNIT PLAN LEGEND UNIT 0.113 (TYPE 111) SCALE: 1/4"=V-0" 12 18'-4" 5'-8 1 /2" 1 3'-5 1 /2" 1 3'-5 1 /2" 4'4 1 /2" , V-4" O O O •. M N LIVING VINYL 1 6_3" r_Crr 7r_5rr Orr •,fir_ rr ELEC U8d I 3.2 CLOSET 1.5 _ -4-VINYL `�' N I 2.2 _ ------------------ 3.7 co al NI 3.1 i Er") o 1.3 KITCHEN FF1 I VINYL 0 3.3 i0 BATH VINYL 4.3 010 U4a L? 2.1 4.2 I M U6b I LAUNDRY' ;__JM=R 1 VINYL 1 3.5 T 2'-10" VERIFY 5'-1" 41A V-p UNIT 0.1 A (TYPE IA) SCALE: 1/4"=V-0" I 1 XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7 21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL TTI1T- 2X6 WALL X FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L_ I ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JD JUNCTION BOX 00 SURFACE MOUNTED LIGHT FIXTURE 0 RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INWSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W W V_ LO 06 LO V_ It No. Date Description CH G co D U) U LU 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ED ARcy'lTF` LL N No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 1 OF O CA` License Stamp o UNIT 0.1 PLANS AND INTERIOR ELEVATIONS A5-01 COPYRIGHT C   Ca uncil  23 – 127 12/6/2022   UNIT 0.2 INTERIOR ELEVATIONS UNIT 0.2 REFLECTED CEILING PLAN SCALE:1/4"=V-0" 4 SCALE: 1/4"=V-0" I 3 M" M 3.4 rN IX I� r1-----1 X IM 1 1 1 1==11=====___ IL - - - - - IL - - - - - o 1 I I I I L--- - - - - -JL�! 54x42II 11 11 36x421 1 11 11 010 L-L- ---�-J 1 1 1 -- h-1--------- I I I I I III 1 I 00 11 L-------J- L--+ -� L-----J J 1x I 1 I I Lo 1 I I L - - 1 6 -I---J I J ----- 1 � I I I I I I I I I I I I 0 o 1 I L� J UNIT 0.2 ACCESSIBILITY PLAN 18'-0" 5'-6 1/2" 3'-5 1/2" 3'-5 1/2" L 5'-6 1/2" 0 0 0 LIVING VINYL 101, 6'-2" 3'-8" ' 2" U5a o I-1- - - --I U6b I AUK NDRY I CLOSET CL VINYL _ __ I I I VINYL I I -- \ LI---J LV I I 01 I I BATH 0 i0 KITCHEN VINYL I VINYL U4a 010 r-- Ufa L-- J w VERIFY 1.3 2'-10" 3'-3 1/2" 3'-9" 2'-0" 9'-10 1/2" 5'-11 1/2" 4.3 CV 60 UNIT 0.2A UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 22 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 32 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"02" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 3.6 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. SCALE: 1/4"=V-0" 2 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 6DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP _ REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ----i ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" .� MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED.J_ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JD JUNCTION BOX o SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX Fe WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN 9_0 CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r r r r r r GYPSUM BOARD LINED JOIST BAY r r r r r 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR SCALE: 1/4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K TNW STMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0� UJ 2 0 z Q T. H V_ C) Q U Q Q Q z U) I__ L.LI w U) L.LI LO V_ Ln 06 r W No. Date Description H G W U LU 2 U Z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. GO 0. D AR//cy'�TF` LL N N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9�F OF O CA\-�F�� License Stamp o UNIT 0.2 PLANS AND INTERIOR ELEVATIONS A5-02 COPYRIGHT   uncil  23 – 128 12/6/2022   UNIT 0.3 REFLECTED CEILING PLAN I SCALE:1/4"=V-0" 19 UNIT 0.3 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 7 I ,� I I I I I I I I I I I 0 10 1 L� L UNIT 0.3 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 5 r` r UNIT 0.3C 1 Al-r, 1 /7" 1 R'_r; 1 /7" r` 0 0 0 I N I LIVING VINYL I I 0 6-8 1 /2" 2'-2" 6'-5" 1 CD N CV 1 1i U5a O LV 3.2 /i\ I 1 - O 1 3.3 CLOSET I I LID VINYL 1 3.1 01 KITCHEN ° Cl) 1.5 4'-0" 31/2" '15" VINYL --------- 2.1 I - 2.2 ELEC r---11 'LAUNDRYI 1 N VINYL I U6b N 3.4 In Ufa v Cl) N U4a 3.7 BATH VINYL 4.1 DD 4.2 1.2 � 3.5 VERIFY 0" 2'-0 1 /2" 6-0" 8'-10 1 /2" 7'-3" 16-5 1 /2" UNIT 0.3A UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 22 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 32 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO E VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 3.6 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED SCALE: 1/4"=1'-0" 4 GLASS ENCLOSURE. LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE 3E FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. SCALE: 1/4"=V-0" 3 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADA 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX o SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX Fe WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r rrrrr GYPSUM BOARD LINED JOIST BAY rrrrr T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR SCALE: 1/4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0� UJ 2 V_ C) Q U Q Q Q z U) I- LU w U) w LO LAnx 06 V_ W No. Date Description H ME W �ZD v J U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. S�D ARcyl L.L R CN CN No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 � 9TF OF O CA\-�F�� License Stamp o UNIT 0.3 PLANS AND INTERIOR ELEVATIONS A5-03 COPYRIGHT   uncil  23 – 129 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 23'-10" 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 5'-11" 6'-1" 1 V-4 1/2" 4 1 2" 1.3 WORK STATION 4'-6" 7'-7" 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION iv `� (S & P) - SINGLE SHELF AND POLE @ 70" AFF N N O ` O n1 (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF -' - (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED 11 1LLLLU1z ° o MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH O � O v 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION `n 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION o 2.3 15" WIDE BREADBOARDS CO M 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. UNIT1.1 C SCALE: 1/4"=1'-0" 4 3.7 LEVER FAUCET. TOP LIP OCABINK AT 34" MAX. REMOVABLE BASE PROVIDE LAVATOFLOORIING BELOW REMOVABLE BASEGLE FINISH INETS. INSULATE & PROTECT WATERA& WASTEIINES 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 24'-0" 12'-0" 12'-0" ACCESSORIES 5-11" 6'- 1 1 11'-4 1/2" 6 1/ 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. N N N 4.4 RECESSED MEDICINE CABINET (V 0 45 MIRROR 0 w� a_ O v J Cn , UNIT PLAN NOTES aT - o M M 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR - _ OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL N DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. UNIT 1.1 INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 7 UNIT [� 1.113 SCALE: 1/4"=1'-0"L14• ALL APPLIANCE, FIXTURE AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSTALLATION.DIMENSIONS 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 24'-0" 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. 12'-2" UNIT PLAN LEGEND 6'-1" 6'-1" 1'4' 9'-0 1/2" '-6 1/2' XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 F LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL rN 0 2X6 WALL x u7 3'-8" 4'-0" 4'-2" ( X FURRED WALL I I - AD XX I F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP o BEDROOM 0 F_ - - - - 7 I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A CARPET TEMP L _ a' ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" I N I v MAX. ABOVE FLOOR -SEE ELECTRICAL DRAWINGS FOR MORE co LM------- LIVING INFORMATION t? VINYL ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN iv OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR III II 3'-10 1/2" 3'-8 1/2" 4'-3" 11'-2" 1 0 MORE INFORMATION I I �� C Ufa Ufa DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL ----------- LL- COMPLY WITH OPTION 2 ITEMS 8 -12. II F - II II � - I II I I LV I N UNIT RCP NOTES II I I [I I I M I II I I C' i X o c N -' LO II I1 7'-7" i I CLOSET 3'- co Ufa O `") 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR L-------J L- ----- 1 5 CARPET REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. i __________J11 1.1 i -GL- i� 1.3 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. --- VINYL N 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. /I\ /I\ 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT / -t--- -- a 54x42 L---IF-�- J El INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. -- �- ---- � 1 _ cV KITCHEN VINYL 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL J --- - - -----JI o 1 --- 7'-5" 1'-5" 2'-2" o 3.1 CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON PAPER FACED. ADAX 36x42 ----- - ---i- = �___�_____� El - N 3.7 o BATH - 7 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL co --- L----- J ----J F 7----� OO 4.3 VINYL O - 2.2 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX rrrrrrrrrrr�r� r r r r r r r r r r r r r r r - --• .--• .-- r r r-- �rrrrrrr ------ t-- I � I I I I I I I I I Cl)OO I I 3.3 UNIT RCP PLAN LEGEND I I I I I IIO�O 4.2 OHO ------ J L---Jr--l� I IF�LAVINYL II I UNDV Ufa PENDANT/HANGING LIGHT FIXTURE JUNCTION BOX I II7 LU �xx 1'-6" I I (V Ufa ' _ SURFACE MOUNTED LIGHT FIXTURE -_J cfl Q RECESSED LIGHT FIXTURE -- le WALL MOUNTED LIGHT 1 I I VERIFY I I 2.4 3.4 ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION I I I o ACCESS PANEL I(xD I l- 10' 7'-5" 3'-7" 5'-0" 7" 3'-3" 2'-4" 10" CEILING FAN 24'-0" CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9�-6"CEILINGATTYPEA2N FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR UNIT 1.1 REFLECTED CEILING PLAN SCALE: 1/4"-1'-0" - 9 UNIT 1.1 ACCESSIBILITY PLAN SCALE: 1/4"-1'-0" - 5 UNIT 1.1A SCALE: 1/4"-1'-0" - 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcl �,l LL G��SED �0 �� N No. C29795 O RENEWAL DATE AUGUST 31, 2023 �� of O CA`\1CID License Stamp II UNIT 1.1 PLANS AND INTERIOR ELEVATIONS A5-1 1 COPYRIGHT U   uncil  23 – 130 12/6/2022   UNIT PLAN KEYNOTES 23'-10" FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 12'-0" 11'-10" 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 5'-11" 6'-1" 9" 10'-0 1/2" 1' 0 1/ " 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 2'-6 1/4" 5-0" 2'-6 1/4" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION o Q 6, Q w (S & P) SINGLE SHELF AND POLE @ 70" AFF fV EN(y = - (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF M (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 0 0 N CV 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION z = 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I �� ! - 2.3 15" WIDE BREADBOARDS `) 2.4 FULL HEIGHT PANTRY CABINET o T I . o FIXTURES & APPLIANCES M I M 31 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE 1 LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH - REMOVABLE BASE CABINETS ! I 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOT USED SCALE: 1/4"=1'-0" 12 NOT USED SCALE: 1/4"=1'-0" g UNIT 1.1 G SCALE: 1/4"=1'-0" 4 3.7 LAVATORY:TOBASEOF SLINK ATS. 4" MAX.REMOVABLE BASE PROVIDE ROORNG FINISH BELOW REMOVABLE E & PROTECT WATERA& WETS. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 23'-10" 12'-0" ACCESSORIES 5'-11" 6-1" 7 1 2" 71/2" 9'-0 1/2" 7 1/ " 11" 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. - 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 0 iv 0 0 71 0 N 4.4 RECESSED MEDICINE CABINET 0 4.5 MIRROR O d I O I U) UNIT PLAN NOTES ! ! 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL ! DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO N 1 0 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD-03 Cl) co END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED I - GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. I N 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL I ti 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD-XX ! 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. I � 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. zo LV 1 I I 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD-XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. NOT USED SCALE: 1/4"=1'-0" 11 NOT USED SCALE: 1/4"=1'4" 7 UNIT 1.1 F SCALE: 1/4"=1'-0" 3 14. ALL FIXTUREDIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, ION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES 23'-10" 23'-10" AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) 12'-0" 11'-10" 12'-0" 11'-10" OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 5'-11" 6-1" 11'-4 1/2" 4 1 2" 5'-11" 6'-1" 7 1 2" L 70 /2" 9'-0 1/2" 7 1/ " 11" 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND - APPROVAL. UNIT PLAN LEGEND 0 0 ! I ! o o n1 CV DOOR REFERENCE N- j j - N N N XX A7-11 z hil 5'�q zo XX WINDOW REFERENCE w 0 a I 0 _ A721 I o 1 0 _ LOW WALL (SEE PLAN FOR HEIGHT) J T 1 N 2X4 WALL 2X6 WALL C ! ! CO I I N X FURRED WALL AD-XX M 1 F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP 0 0 I - iV `o I I 1 (V `o I �--- i REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A r` ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. II LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR CP I I i I I 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 UNIT RCP NOTES NOTUSED SCALE: 1/4"=1'-0" 10 24'_0" UNIT 1,11 SCALE: 1/4"=1'-0" 6 UNIT 1.1E SCALE: 1/4"=1'4" 2 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE - - 6'-1" 6'-1" 9" 10'-0 1/2" 1' 0 1/ " DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 2'-6 1/4" 5'-0" 2'-6 1/4" 24'-0" 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 12'-2" 11'-10" INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 6'-1" 6'-1" 11'-4 1/2" 4 1 2" 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON PAPER FACED. AD XX = Q _ Q 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER w w DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL N N �, � AD-XX UNIT RCP PLAN LEGEND 0 CV o (V N <V N N Z = I 0 q Z = 1 0 q LU LU PENDANT / HANGING LIGHT FIXTURE ! a - I o c ! a - I o JO JUNCTION BOX U) U) QO SURFACE MOUNTED LIGHT FIXTURE 04 1 1 Q RECESSED LIGHT FIXTURE � AD-XX WALL MOUNTED LIGHT o ! ! CD 1 C ! ! o ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION Cl)I I N M M ! I N M ACCESS PANEL - I CEILING FAN I N I N � I I Cl) I I g'_p" CEILING HEIGHT (V °' l I °' I I I SOFFIT ABOVE CABINETS (T 0" CLR. A.F.F. U.N.O.) in Lo 1 r r r r r J J J J GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-" CEILING AT TYPE 1ST FLOOR 8'-6A" CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4"-1'-0" 9 UNIT 1.1 H SCALE: 1/4"-1'-0" 5 UNIT 1.1 D SCALE: 1/4"'-0" - 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description H m D U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCIII/ LL G��SED ` �A C %J CV No. C29795 0 RENEWAL DATE AUGUST 31, 2023 of O CA`\�� License Stamp o UNIT 1.1 PLAN VARIATIONS A5-12 COPYRIGHT U   uncil  23 – 131 12/6/2022   UNIT PLAN KEYNOTES / FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" WORK STATION LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION f (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED 4V�� MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH ` 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION O2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS ` 2.4 FULL HEIGHT PANTRY CABINET o`L FIXTURES & APPLIANCES - 96f O DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 3.1 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD 04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 24" WIDE DISHWASHER _ pL ELEC \1J 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR I I� T , LV 3.4 REFRIGERATOR ----------------------------- ` i ________ 60"x32" FIBERGLASS TUB /SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3.5 IL + ----- I �I I � FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. J L----- 1 1 6x421 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3'6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED 0 1 J ------- r 1-Z GLASS ENCLOSURE. LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE ___� �r-I� -� - -- _1 --i 3.7 I LI J T ��_ 1 1 II FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE &PROTECT WATER &WASTE LINES. I I II I I I x I F _ _ l p I I I 1 1 1 I Ij I I L a 2 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. L JL I ,n I 1 1 I -- - -J L- 1 O O I 00 I I i I 1'-6' 1 1 O I O ACCESSORIES 4.1 18" WIDE TOWEL BAR 40" A.F.F. @ L - - J lI ------- 11111111111111111, 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I 4.3 TOILET PAPER HOLDER @ 19" A.F.F. I I I I 4.4 RECESSED MEDICINE CABINET I 45 MIRROR L� J UNIT PLAN NOTES UNIT 1.2 ACCESSIBILITY PLAN SCALE: 1/4"=V-0" � 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (BYRE SHT'G /FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 6' 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. S 6" 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD-XX DECK 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. i 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. O12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. O 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ` ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. UNIT1.2 INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 5 UNIT 1.2 B SCALE: 1/4"=1'-0" 2 17 SUBMIT APPRO ALBINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND UNIT PLAN LEGEND 32'-3" 5'-2 1/2" 19'-1 1/2" XX DOOR REFERENCE A7-11 4'-0" 3'-11" XX WINDOW REFERENCE A7-21 6' LOW WALL (SEE PLAN FOR HEIGHT) 6'% 2X4 WALL 2X6 WALL O/ O X FURRED WALL AD-XX DECK F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP O/ REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L _ r r ` I ® Q, c�'' `. f��2 RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE r r r0 U2a �'' O INFORMATION r r � r r J ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN r r r\ T P OCCURS IN 2x4 FRAMED WALL. r r - N LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR rrr\ 0 MORE INFORMATION 1W O �� DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 LIVING ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL r 1'-0' O VINYL �'(2) COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES r BEDROOM 1.4 r OCARPET \ co 1 " 2'-2" 9'-7" b 10/ 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. ` `Y' 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. ` N U3a ��\ U5aCLOSET 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING INTO SOFFITS PRIOR TO SOFFIT \ 2.4 CARPET INSTALLATION. ELEC U'c 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. I \ of 00 1.5 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL j J _ d LO CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX T \I/ o CLOSET LV --------------------------- - 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER 3.2 - - --C/INYC - --------------- "� DETAIL + 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX N KITCHEN U7b I VINYL BATH 3.1 o U4a VINYL O UNIT RCP PLAN LEGEND 9 LL 2.1 OU6b � > N `' ti PENDANT / HANGING LIGHT FIXTURE I 1 - - C- 2�LAUNDR JO JUNCTION BOX 1 VINYL 1 0SURFACE MOUNTED LIGHT FIXTURE I I Ufa i i L--- EDI I FM 0 RECESSED LIGHT FIXTURE rrrrrrr = --XX WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION 3.3 3.4 1.1 3.7 4.3 4.2 3.5 1.2 ACCESS PANEL CEILING FAN 10" 6-11 " 3'-6 1/2" 5'-0" 4'-1 " 8'-8" 2'-0" 1 -2 1 / " 32'-3" g, p, CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR 8'-6"A CEILING AT TYPE IA 2ND FLOOR UNIT 1.2 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 1.2A SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O IN U Q Q Q U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description Z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v ED ARcl �,l LL No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 of O CA`\1�� License Stamp o UNIT 1.2 PLANS AND INTERIOR ELEVATIONS A5-13 COPYRIGHT U   Ca uncil  23 – 132 12/6/2022   UNIT 1.3 REFLECTED CEILING PLAN I SCALE:1/4"=V-0" 5 UNIT 1.3 INTERIOR ELEVATIONS I SCALE: 1/4"=1'-0" 4 use 0 Co ILOO � I UNIT 1.3 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 3 Cn iv N 0 N th "r, n„ N � \ I 0 I in M r` I II II II II II II I II II I II II II _ I II rn I II II II LO II II 00 - M II II O L - - - - - - - - - - - - - I7 I \I/ ELEC o I I N of I I o CV 1 � N I 010 O O ca i� LI---J L--J �? 25-0" UNIT1.313 1 SCALE: 1/4"=V-0" 12 25'-0" 12'-0" 12'-0" 8 1/2" 11" 2'-9" 5-0" 4'-3" 6'-7" 5'-5" 11 8 1/2" ® DECK 0 z= _ : I v w v a_ O v U2a U) 0 TEMP BEDROOM - CARPET ih C? bo LIVING - VINYL M U3a U5a 1' 12'-2" II II II II 3,_7. I 7'-7r" II - II o Cl) II II _ CLOSET i -1 N OU7c CARPET `o 1.5 O --IL--- ----J1 ------------ I - _CLOSET_ -VINYL- 1.1 3.2 �I i � _ ELEC 0 . BATH a -KITCHEN - 00 VINYL U4a VINYL o 3.7 LLZ o) I M N I 4.3 3.3 O O (J N I 010 4.2 I 3.5 2.1 - - -I--- U6b i ILAUND 1 2 Or I I VINYL I iv L--J N Ufa I_'--- �? 4'-7 1/2" 2.4 3.4 3'-6 1/2" 5'-0" VERIFY 1.3 3'-7" 7'-5" UNIT1.3A SCALE: 1/4"=V-0" I 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L_ ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU _ L J 06 LO V_ It No. Date Description 1-- co �D v ) U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0. SED ARcy,1 LL TF` No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9jF of CD `CA\1�� License Stamp o UNIT 1.2 PLANS AND INTERIOR ELEVATIONS A5-13 COPYRIGHT Cc   uncil  23 – 133 12/6/2022   UNIT 2.1 INTERIOR ELEVATIONS UNIT 2.1 REFLECTED CEILING PLAN SCALE: 1/4"=V-0" 14 SCALE: 1/4"=V-0" 1 3 0 N M I I I I II I I I I I I I I I i 48x60 L J UNIT 2.1 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 12 36'-2" 12'-2" 12'-0" 12'-0" 6'-1" 6'-l" 2'-9" 5'-0" 4'-3" 6'-7" 5'-5" 11'-0' 3711" 11 ";3" 10' 10" i - DECK q -' N 0 0 w a _ 0 J to U2a 0 MASTER BEDROOM TEMP BEDROOM - CARPET CARPET M -v LIVING "' b VINYL `n 3'-1" " 3'-0" 8" 4'-8" 12'-4" 4'-3" 7'_7" r` U3a U5a U5a I II II CLOSET II LV i CARPET '-7" i 6'-9" i 1 Ili O I II I II - 0) N M II _ ch U7c I II I I 1.5 � X II I I _ O 7 -CLOSET- II --IL-- --------- II -JI- 1.1 o I I U8a i / 3.2 7 VINYL I /I� CL�VjIYL ELEC . II 1117'I CD 3.1 co U4a BATH 2 --- U4a KITCHEN v VINYL Ili VINYL N I I I � 4.3 Did rrrrrrrr" rr' MASTER I r r r r r r r r r El BATH .-, I �iU N .--� .--� .--� .--� .--� .--� - J rrrrrrrrr rr- VINYL 3.5 in W ch U6b i LAUNDRY1.2 I VINYLE=;= I iv p L_- J N LI--- CM 7'-3" 3.5 2.2 2.1 2.4 3.4 3'-4 1/2" 4'-2" 3'-6 1/2" 5'-0" VERIFY 1.3 3'-7" 7'-5" INI UNIT2.113 SCALE: 1/4"=V-0" 1 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL T 2X6 WALL FURRED WALL X F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r r r J J GYPSUM BOARD LINED JOIST BAY r r T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O V/NT) Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO It No. Date Description H rD �./ / U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0. ARcl �,l LL G��SED N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 -9jF of O CA`\�� License Stamp o UNIT 2.1 PLANS AND INTERIOR ELEVATIONS A5-21 COPYRIGHT   Ca uncil  23 – 134 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 36'-2" 36-0" 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 12'-2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-11 " 6'-1 " 6'-7" 5'-5" 12 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 6'-1 " 6'-1 " 6-11" 5'-11 " 11'-0' "11" 11" 1 '-10" 10'-1 " "11" 11" " 10' 10" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION N r N - - -_ - N DECK N N DECK N (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF o I w a.0 - q i / (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH I v U)r I � I / f I I 0 J. U) f 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION O T UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION N I I / L? M I I / l� , co 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET ❑ 00 Cl) I V / o Cl) I FIXTURES &APPLIANCES 31 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & ❑ f TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER ' I I 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH �� / i I REMOVABLE BASE CABINETS '✓� V 24"WIDE DISHWASHER ih I 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR - - I 60"02" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3.5 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 ❑ FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. UNIT2.1 L SCALE: 1/4"=1'-0" g UNIT 2.1 F SCALE: 1/4"=1'-0" 4 3.7 LAVATORY: O CABINETS. LE CT WATER WASTE LINES. FINISH FLOORING BELOW REMOVABLE BASECABINETS. INSULATE & PROTECT 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 36'-2" 36'-0" 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 6-1" 6'-1" '-8 1/2" 9'-0 1/2" 1'-3" 6' 1" 5'-11" 5'-11" 6'-1" 6'-7" 5'-5' 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 1'- 1/2" 10'-0 1/2" 9" 10'-1 " "11" 11" 10' 10" 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET - _ _ O CAI DECK O N CV N �_ &4 'I `~ 45 MIRROR DECK o f7- w � Y� 4'-4" a ' '-0" 3'-8" r' �� / I o Lid- o U) --- UNIT PLAN NOTES U2a I f 9 T I I ✓ - 6' 9 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. I TEMP - CO I I i� I CO 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH o I �2 o END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED M I , M GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD-XX 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. I 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. I 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. I I 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD-XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. UNIT2.1 J SCALE: 1/4"=l'-0" 7 UNIT 2.1 E SCALE: 1/4"=l'-0" 3 14. ALL AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSTALLATION.E,FIXREDIMENSIONS 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES 36'-2" 36'-0" AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) 12'-2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 6'-1" 6'-1" 6-10" 5'-2" 5'-11" 6-1" 6'-7" 5'-5" 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. 10'-1 " "11" 11 10' 10" UNIT PLAN LEGEND _ _ ® _ N CV N �_ �_ CV N DECK N N DECK N DOOR REFERENCE XX A7-11 z o � '� Y XX WINDOW REFERENCE A7 21 I a -v o N Irx I a LOW WALL (SEE PLAN FOR HEIGHT) T I �� o 2X4 WALL I I I o rNi I I it o " M 0 01 CO I I aP o En M 2X6 WALL / ✓� FURRED WALL AD XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP fff REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L----L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 - 12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES UNIT2.1 H SCALE: 1/4"=1'-0" 6 UNIT 2.1 D SCALE: 1/4"=l'-0" 2 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE 1'-0" 36'-2" 36'-2" DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 12'-2" 12'-0" 12'-0" 12'-2" 12'-0" 12'-0" 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 6'-l" 6'-1" 1'-6" 9'-0" 1'-6" 6-10" 5'-2" 6'-1" 6-1" 6'-7" 5'-5" INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. " 11'4" 11'-0' "11" 11 10' 10" 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD-XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER _ iv iv N N CV CV DETAIL _ N o DECK z= o N N ' DECK N 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX 5� o - LLJ UNIT RCP PLAN LEGEND 3'-8" 4'-0" `f) 4'-4" LU a U2a f/ PENDANT /HANGING LIGHT FIXTURE o I I I �/ M CD o I I o� o JQ JUNCTION BOX rNi I J= i / ``' M M I � M o SURFACE MOUNTED LIGHT FIXTURE TEMP I I✓/ I Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-" CEILING AT TYPE 1ST FLOOR 8'-66A" CEILING AT TYPE IA 2ND FLOOR UNIT 2.1 G SCALE: 1/4"=1'-0" 5 UNIT 2.1 C SCALE: 1/4"=1'-0" Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. T_ O Q U Q Q Q z U) 1= LU U) w L0 06 r Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ARcy�TF No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A� License Stamp UNIT 2.1 PLANS AND VARIATIONS A5-22 z ^_J rI- V Of ILL COPYRIGHT U   City Council  23 – 135 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF - (DS & DP) -DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF 1 (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH I I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 2.3 15" WIDE BREADBOARDS I I 2.4 FULL HEIGHT PANTRY CABINET I I FIXTURES & APPLIANCES DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 3.1 i TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER SAD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO H VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOTUSED SCALE: 1/4"=1'-0" g NOT USED SCALE: 1/4"=1'-0" 4 3.7 OICABINETS. LE FINISH FLLOORII FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTEIINES 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. NOTUSED SCALE: 1/4"=1'-0" 7 NOT USED SCALE: 1/4"=1'-0" 3 14. ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSTALLATION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 36'-2" 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) 12'-2" 12'-0" 12'-0" OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND 6'-1" 6'-1" 2'-9" 5-0" 4'-3" 6'-1" 6-11" APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 .' XX WINDOW REFERENCE i A7-21 O OA I I I LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL I 2X6 WALL CV I _ I X I _ U? FURRED WALL AD XX 00 - c� I M o C? N F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP I Zv M M Cl) REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L-----1 I I ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I C?I ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. _______ 1 I LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR l 11 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES NOT USED SCALE: 1/4"=1'-0" 6 UNIT 2.1Q SCALE: 1/4"=1'-0" 2 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE 36'-2" DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 12'-2" 12'-0" 12'-0" 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 6'-1" 6'-1" 6'-1" 6-11" 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. "11" 11" 1 '-10" 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL r- __ _______________________________ __ - CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADXX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER 04 DETAIL `~ -' 1 1 1 N 7� 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX 1 DECK zoLL � UNIT RCP PLAN LEGEND I u.l _ I 0- I PENDANT / HANGING LIGHT FIXTURE I JO JUNCTION BOX I N I _ o SURFACE MOUNTED LIGHT FIXTURE I I � Q RECESSED LIGHT FIXTURE AD XX 00 I M - I N fe WALL MOUNTED LIGHT M M I I ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION � I ACCESS PANEL I QI I I ih I CEILING FAN i+� 1 I II I CEILING HEIGHT i SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-" CEILING AT TYPE 1ST FLOOR 8'-66A" CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4"=1'-0" 5 UNIT 2.1 P SCALE: 1/4"=1'-0" Architecture +Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Ir- C) N Q U Q Q Q z C) 1= w w U) w V_ Ln 0 LO V_ It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARc,,,,11, No. C29795 RENEWAL DATE AUGUST 31, 2023 sq�F OF CAS\ License Stamp UNIT 2.1 PLAN VARIATIONS A5-23 Q HC G co D co U 2 U z Q U) 1r n 0. LL CV CV C) 00 r O COPYRIGHT (9   ertuncil  23 – 136 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER I r\ - 1 o - J 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF I 54x42 i 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" I F-�-� I q +--t----- 1.3 WORK STATION 4 I 0II0 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED I L____LJLJ_ I I I 11 I I I I 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION 36x421 L+______-J ______-_J (S & P) - SINGLE SHELF AND POLE @ 70" AFF L J L JL J (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED I MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH X 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 1LO7 I I I 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 1 -6" _----J___J L---- - 2.3 15" WIDE BREADBOARDS ------- ------- L_____J r , II II 2.4 FULL HEIGHT PANTRY CABINET I I FIXTURES & APPLIANCES II I DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & � X 31 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER M 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE II II LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH I I REMOVABLE BASE CABINETS II I I I 1 1 3.2 24" WIDE DISHWASHER I I r T ' 11 54 42 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 1 II -------------------- VENT TO EXTERIOR L J 3.4 REFRIGERATOR 136x42 1 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING I `--------` FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. �� 36x42 60"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72"HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 II I I FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED -17 --- - i1 ill I j GLASS ENCLOSURE. 1 XII El 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE [El FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. L -1 ------� L 1 - --------- co 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. _54x42�1 11 ACCESSORIES I� 11 I co 54x441I 1 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. r48x60 o F�------tJ J II 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I i i 1 i J I I I I I I I I I I I I I 4•3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET L - J - - - - 4.5 MIRROR UNIT 2.2 ACCESSIBILITY PLAN SCALE:1/4"=V-0" 3 UNIT PLAN NOTES 37'-8" 7 1/ " 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 26'-2" 1 V-6" 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-13 " 7.1 14'-4 1/2" 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH 7'-6" 3'-8" 6-10 1/2" 7'-6" END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. RECESSED RECESSED 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL RIM JOIST �\ RIM JOIST �\ rC14 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD-XX /��\ �� \ / = 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 0 0 - 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE -----J / \ PLUMBING PLANS FOR FIXTURE SPECS. _ 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. SLOPE MIN. CO - `° 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD-XX v - 1/4" : 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED `") N 010 IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT 010 REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. UNIT2.2 INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 5 UNIT 2.2 C SCALE: 1/4"=1'-0" 2 17 SUBMIT APPRO ALBINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 37'-8" 7.1 " 26'-2" 11'-6" XX WINDOW REFERENCE 11'-2" 7 1 / " 14'-4 1/2" A7-21 7'-6" 3'-8" 6'-10 1/2" 7'-6" LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 3.3 2.4 3.4 3.1 3.2 2.2 2.1 .'�� /r•� �.�� /�. T 2X6 WALL FURRED WALL X AD-XX I I o ® DECK �\ / 4 -- -J ---- F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP -_-J L------- c r SLOPS I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A N 0D U2a 1/4" : V-0" °� co L _ RECESSED ELECTRICAL SUB HIGHEST OPERABLE PART AT 48" MASTER ao I� -PANEL, ELEC MAX. ABOVE FLOOR SEE ELECTRICAL DRAWINGS FOR MORE BEDROOM KITCHEN - N lO VINYL INFORMATION N ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN 0 OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 1 3'-1 " " 3'-0" 8" 3. " - - -7 1 /2" 1'-10" 2'-9" 3'-9 1/2" 3'-8" 2'-2" 9'-8" 0 MORE INFORMATION Bo DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL Oil U3aL COMPLY WITH OPTION 2 ITEMS 8 -12. ih UNIT RCP NOTES LVIii ------- VINYL II _ � 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR I M @ 3RD FLOOR 0 io � N CL SET @ 4TH,6TH FLOOROA N REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. VINYL 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE N 4.2 DINING 1 3 DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. j ``) U8a VINYL CO; 11 Cl) 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 1.5 INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. r r r r r r r r r r r r r r r r r FD -- - - - - - - - - --=-------- - - 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL ---------------�� - - - - - - 4.3 CLOSET CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX �� 3'0 ' 1' 4'-31/2" 4'-0" v CARPET 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL _ 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL MASTER _ U8d AD XX UNIT RCP PLAN LEGEND � BATH VINYL _ U7a CLOSET i LAUNDRY i U6b � VI YL U3a - (V El } ILL WM 111 L---IJ LID > in PENDANT / HANGING LIGHT FIXTURE @ 3RD FLOOR < U4a (2)JUNCTION BOX ;JJBATH VINYL @ 4TH,6TH FLOO<: 0SURFACE MOUNTED LIGHT FIXTURE o (V _ Ln w Ln BEDROOM 2 0 RECESSED LIGHT FIXTURE r` > r` CARPET ADAx o r` le WALL MOUNTED LIGHT 0 0 DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION _ ACCESS PANEL 1.1 1.4 1.2 3.5 4.2 4.3 3.7 CEILING FAN 10" 7'-3" 7 1 / " 6'-9" V-0' 2'-3 1/2". 6'-11 " 11'-10" CEILING HEIGHT 8'-8 1/2" 28'-9 1/2" 37'-8" 7 1/ " SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r GYPSUM BOARD LINED JOIST BAY r r 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9�-"CEILINGATTYPEFOR " CEILING AT TYPE IA D FLOOR 8'-66 A2N UNIT 2.2 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 2.2B SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O IN U Q Q Q U) F_ w w W w V_ LO 06 LO V_ It No. Date Description CH G D U) U LU 2 U Z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0. ARcy�TF` L.L G��SED No. C29795 0 RENEWAL DATE N AUGUST 31, 2023 9jF of CD` CA\�� License Stamp o UNIT 2.2 PLANS AND INTERIOR ELEVATIONS A5-25 COPYRIGHT U   Ca uncil  23 – 137 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 37'-6" 2'-9" 37'-6" 7.1 / " 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 26'-0" 11'-6" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 26'-0" 11'-6" 11'-0" 71.1 " 14'-4 1/2" 2'-5 1/2" 6'-9" 2'-3 1/2" 11'-0" 71.1 " 14'-4 1/2" 7'-7" 3'-5" 8'-1 1/2" 6'-3" 5-11" 5'-1" 6'-0" 8'-4 1/2" 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF RECESSED RECESSED (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF RIM JOIST �\ RIM JOIST (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED /��\ 14 MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH o �/ \\ Y \�_ --- - - - -- - J Imo\ L �-- � / � l----------- I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION OA--------� / � r � �,� I SLOP o o 1 SLOP iv 2.3 15"WIDE BREADBOARDS 010 1/4" : 1' 0" in CO 010 1/4" : 1' 0" FULL HEIGHT PANTRY CABINET I 010 = I 010 FIXTURES & APPLIANCES b -' IF 31 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS r _ _ 24" WIDE DISHWASHER 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 3.3 L - - IL LI VENT TO EXTERIOR ------- - - ------- 3.4 REFRIGERATOR LVi LVlii 1 I 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3'5 _ FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. C° i 0 iv 0 i zo 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING N 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED RECESSED GLASS ENCLOSURE. 00 N I I I I - ° D N I I I RIM JOIST 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. M M M I I II II 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. II II ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. II II I I 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. II r---11 II I I II r---11 11 I I I 4.3 TOILET PAPER HOLDER @ 19" A.F.F. N I I I in I I I EI in RECESSED MEDICINE CABINET L---IJ L---IJ 4.5 MIRROR O 0 = � O 1 o I = RECESSED ; UNIT PLAN NOTES o ELEC iv ELEC RIM JOIST iv 0 ao ti o Co r` 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. ir> in 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO Ir7- AD 03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH _ - - -I ====J END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. - - 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED 17'-10 1/2" 10'-11 " 18'-11 1/2" 9'-10" FLOORS. 28'-9 1/2" 8'-8 1/2" L L 8'-8 1/2" 28'-9 1/2" 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE 37'-6" 2'-9" 37'-6" 7 1/ . PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. UNIT 2.2 G SCALE: 1/4"=1'-0" 4 UNIT 2.2E SCALE: 1/4"=1'-0" 2 14. ALL FIXTUREDIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, ION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 37'_8" 7,1 37' 6" 7,1 26'-2" 11'-6" 26'-0" 11'-6" XX DOOR REFERENCE A7-11 11'-2" 7,1 " 14'-4 1/2" 11'-0" 7 1/ " 14'-4 1/2" 7'-6" 3'-8" 6'-10 1/2" 7'-6" 5'-11 " 5'-1 " 6'-0" 8'-4 1/2" XX WINDOW REFERENCE A7 21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL X IIIIIIIIIILLLLULL 1 -----� I / / L+-------- L- ~ FURRED WALL = AD-XX SLOPE MIN. C° in SLOPE MIN. iv F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP 010 I 010 I 010 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A C? RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. II I iII LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR I II I II 0 MORE INFORMATION _______ _______ DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 LVI I LVI I ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL I I I I COMPLY WITH OPTION 2 ITEMS 8 -12. N 1 II II� o I zo N I II 'I� @3RDFLOOROE _ � zo UNIT RCP NOTES N @ 4TH,6TH FLOOROA 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. I _ - M t I M co co 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE ULU, DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. II II 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. I ---------------------- ----------------------- 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. II II 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL I CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD-XX I I I I 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER I I I I DETAIL I I I in I I I 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX N El I I I iv El 1 1 1 11 L---IJ II L- ---IJ � LO � L!i UNIT RCP PLAN LEGEND O @ 3RD FLOORo _____ @ 4TH,6TH FLOOR: PENDANT / HANGING LIGHT FIXTURE N I ELEC ELEC JO JUNCTION BOX T I bo 0 SURFACE MOUNTED LIGHT FIXTURE 0 LA 9111 0 10 F_ 0 RECESSED LIGHT FIXTURE10 AD XX le WALL MOUNTED LIGHT _ ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL 18'-11 1/2" 91-101, CEILING FAN 8'-10 1/2" 28'-9 1/2" 8'-8 1/2" 28'-9 1/2" CEILING HEIGHT 37'-8" 711 / " 37'-6" 7 1 SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR UNIT2.2 F SCALE: 1/4"=1'-0" 31 UNIT 2.2 D SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED kOAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO No. Date Description z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v 0. ARcy'lTF` LL G��SED N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 O License Stamp o UNIT 2.2 PLAN VARIATIONS A5-26 COPYRIGHT U   Ca uncil  23 – 138 12/6/2022   I 26'-2" 11'-6" 11'-2" 7 1 / 14'-4 1 /2" 7'-0" 4'-2" 7'-8 1 /2" 6'-8" o - O-------J i? I M I SLOPE MIN. _ (0 1/4/4,,� O;O q L0 `fl O;O Hill o I r-- 14-1 L--I LV11 II II 0 __ � N II II II Zo II II � II I II II I=_____________________ II II II II II II II II r---11 I I II I LO r` in o K _ C) 1711111 CV ELEC ao LLU�_ r` 0 a0 O --------- .............. 14'-9 1 /2" 14'-0" 28'-9 1 /2" 8'-8 1 /2" 37'-8" 10" 2'-9" 00 M UNIT 2.2 L I SCALE: 1/4"=1'-0" 14 37'-6" 26-0" 11'-6" 7 1 / " 14'-4 1 /2" 2'-5 1 /2" 6'-9" 2'-3 1 /2" 7'-7" 3'-5" 8'-1 1 /2" 1 6'-3" I �_ O--------� M1 I SLOP - o io O;O c? 010 0 CV I r-- L--11 LV lii II I 0 I 7 N I II II - N II II I 00 r � II II I II II II II � M II II II II II I I I N II I I I El L---IJ v IUNo q(V ELEC 0? 0 a 0 0 8'-8 1/2" 17'-10 1 /2" 37'-6" 28'-9 1 /2" 10'-11" UNIT 2.2 K I SCALE: 1/4"=1'-0" 1 3 0C 00 M 37'-6" 26'-0" 11'-6" 7 1 / " 14'-4 1 /2" 2'-5 1 /2" 6'-9" 2'-3 1 /2" 7'-7" 3'-5" 8'-1 1 /2" 6'-3" I I SLOP - o O;O C?O;O o (V I r-- L--JJ LV11 II � II 0 II __ zo N II II N II II � II II II II II ______________________ II II M II II II I I 771--1 II I I I N El � I LQ o N ELEC 0 ao r` a0 N 1. C? N a 8'-8 1 /2" 17'-10 1 /2" 37'-6" 37'-6" UNIT 2.2J I SCALE: 1/4"=1'-0" 12 26'-0" 7,1 / " 14'-4 1 /2" 2'-5 1 /2" 6'-9" 2'-3 1 /2"' 7'-7" 3'-5" 8'-1 1 /2" RECESSED- RIM JOIST \ RECESSED RIM JOIST �, �\ RECESSED RIM JOIST © --------� y- I I I SLOP O;O 1/4": V-0" O;O I I r-- � it � L--11 LVII II I I II II II II I C I 0 I I II II II II I I II II II II II II I I I I I ---------------------- II II II II EI II I I II L---IJ I I II °❑ I I I I I ELEC I I a 17'-10 1 /2" 28'-9 1 /2" 8'-8 1 /2" 37'-6" o RECESSED v RIM JOIST 0 \ \ \ RECESSED RIM JOIST RECESSED RIM JOIST F_ 00 Cl) UNIT 2.2 1 1 SCALE: 1/4"=1'-0" 1 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE AT 1 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL X FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE Q JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR 0 ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D kO A K 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO It No. Date Description CH G co D r �./ / U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v ARcy'11TF` LL G��SED 0 0,A CV CV No. C29795 0 RENEWAL DATE AUGUST 31, 2023 -9jF of O CA`\�� License Stamp o UNIT 2.2 PLAN VARIATIONS A5-27 COPYRIGHT C   Ca uncil  23 – 139 12/6/2022   26'-0" 11'-6" 14'-4 1 /2" 9'-3" 2'-1 " 6-10" 4'-2" 7'-8 1 /2" 6'-8" r I --- - - I I I p � O I I I I - N SLOP 1/4": V-0" O;O I I C° O;Oih I - (V I I I r-- I III I II L--JJ LV II II _ � N II II I in ) N II II II � II II II II II II II II I I Lr r---11 I 7FF7- � LU _ o ELEC ao ti 0 a0 O 23'-1 1 /2" 5'-8" 28'-9 1 /2" 8'-8 1 /2" 37'-6" OP V Cl) N N. o? N LO I UNIT 2.2 Q I SCALE: 1/4"=1'-0" 14 37'-6" 26-0" 11'-6" 7 1 / " 14'-4 1 /2" 9'-3" 2'-1 " 6-10" 4'-2" 7'-8 1 /2" 6'-8" 0 I I SLOP O do 1/4": V-0" O;O ri r-- I III I II L--11 LV lii II I II II II 0 II II II II II II II II I II II II ---------------------- II II II II I II II I I I I L---IJ Oo 0 ELEC LA 23'-1 1 /2" 5'-8" 28'-9 1 /2" 8'-8 1 /2" 37'-6" CV OD M UNIT 2.2 P I SCALE: 1/4"=1'-0" 13 a C UNIT 2.2N SCALE: 1/4"=1'-0" 12 26'-2" 11'-6" 11'-2" 7 1 / " 14'-4 1 /2" 7'-0" 4'-2" 7'-8 1 /2" 6'-8" ) o I �) I SLOPE MIN. C° zo 1 /4"� O;O m O;O ri ozo r-- I II I II L--I LV lii � II II 0 _ - N II II ) - N II II II M O II II II II II JL II II II II I I I N II I El IL ---IJ t` O c O - N ELEC F_ 0 a O ° 14'-9 1 /2" 14'-0" 28'-9 1 /2" 8'-8 1 /2" 37'-8" 10" UNIT 2.2 I V I SCALE: 1/4"=1'-0" I 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH P.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7 21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED kOAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO It No. Date Description CH G co D r �./ / U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARCI ll/ R �0 0, N N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9jF of CD `CA\1�� License Stamp o UNIT 2.2 PLAN VARIATIONS A5-28 COPYRIGHT   Ca uncil  23 – 140 12/6/2022   UNIT 2.3 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 14 UNIT 2.3 REFLECTED CEILING PLAN SCALE: 1/4"=V-0" 1 3 (V 10 M r------------------------� I© m� I I I I I I I I I I I I I I I I I I I I I I imom li■ o I C �� I -I 40'-6" i/1, // �' N' UNIT 2.3 ACCESSIBILITY PLAN 1 V-3 1 /2" 8'-4 1 /2" 10'-3" 10'-7" 4'-10" 6-5 1 /2" 4'-2 1 /4" 4'-2 1 /4" 6-2 1 /2" 4'-0 1 /2" 4'-5 1 /2" 6'-1 1 /2" r- ---------------------- I I I I I I I I I I I I I I I I I I I t f f 0 0 0 0 MASTER 04 BEDROOM BEDROOM v CARPET CARPET 0 LIVING DINING VINYL VINYL - 1 /2' 6-8 1 /2" 1 V-4" 5'-1 1 /2" 5'-1 1 /2" 4'-3" 6'-4" U8f N CLOSET @--- _ CARPET- ------------�- c� LV CLOSET CARPET II ------------------ ------ U3a o? o--- M U5a I I II U7a O KITCHEN CLOSET BATH U4a ASTER w _ U4a VINYL O iO w 1%tNYt- iv - of BATH VINYL I > I I I I-I---1 AUU NDRY ro I I I i t VINYL I ■ o T-TI I LI---JT o I I Ufa L_ --J 2.2 2.1 2.4 3.4 1.1 1.5 3.7 4.3 4.2 3.5 1.2 4.3 4.2 6-9 1 /2" 3'-6 1 /2" 5'-2" 4'-0" 7'-6 1 /2" 1 -9 1 /2" 1'-1 " 7'-5" '-9 1 /2' V-4 1 40'-6" UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. SCALE: 1/4"=V-0" 2 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL T 2X6 WALL FURRED WALL X F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A CV L _ i `n ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" in MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. M LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION L; DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES N 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL N N CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 1.5 M 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND LPL PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX > QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT q ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN '2" UNIT 2.3A CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r r r J J GYPSUM BOARD LINED JOIST BAY r r T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR SCALE: 1/4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W w V_ LO 06 LO It No. Date Description 1-- 2 co �D V ) U LU 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARcy'lTF` LL N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 -9jF of O CA`\�� License Stamp o UNIT 2.3 PLANS AND INTERIOR ELEVATIONS A5-30 COPYRIGHT   Ca uncil  23 – 141 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER SAD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOTUSED SCALE: 1/4"=1'-0" g NOT USED SCALE: 1/4"=1'-0" 4 3.7 OICABINETS. LE FINISH FLLOORII FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTEIINES 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. NOT USED SCALE: 1/4"=1'-0" 7 NOT USED SCALE: 1/4"=1'-0" 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND 40'-6" APPROVAL. 11'-3 1/2" 8'-4 1/2" 10'-3" 10'-7" UNIT PLAN LEGEND 71/ " 71/ " XX DOOR REFERENCE A7-11 = r , I I XX WINDOW REFERENCE I I I I A7-21 N i i N LOW WALL (SEE PLAN FOR HEIGHT) ir> iO 2X4 WALL 2X6 WALL M M O FURRED WALL X AD-XX TEMP F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A N N L-----1 E RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES NOTUSED SCALE: 1/4"=1'-0" 6 UNIT 2.3 C SCALE: 1/4"=1'-0" 2 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 40'-6" INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11'-3 1/2" 8'-4 1/2" 10'-3" 10'-7" 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL 7 1/ 7 1/ CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON PAPER FACED. AD XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL __J 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND CV CV PENDANT / HANGING LIGHT FIXTURE JUNCTION BOX 1 / `�� 1 `` 1 `` Oil.QO -------------- ---------------------- SURFACE MOUNTED LIGHT FIXTURE M Cl) 0 Q RECESSED LIGHT FIXTURE AD-XX TEMP le WALL MOUNTED LIGHT 0 0 N zo N DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION N ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-" CEILING AT TYPE 1ST FLOOR 8'-66A" CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4 "=1'-0" 5 UNIT 2.313 SCALE: 1/4"=1'-0" Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Ir- C) N Q U Q Q Q z U) I__ w w U) w V_ Ln 0 LO V_ It No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARc,,,,l No. C29795 RENEWAL DATE AUGUST 31, 2023 sq�F OF CAS\ License Stamp UNIT 2.3 PLAN VARIATIONS A5-31 Q HC G co D co U 2 U Z Q U) 1r n 0. LL N O N 1 r 00 0 COPYRIGHT (9   ertuncil  23 – 142 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET ---------------------- FIXTURES & APPLIANCES DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & LI r r 36x42-1 - - X 31 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER T 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE / LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH / \ REMOVABLE BASE CABINETS ___�--- Ir -----�I---�------- 3.2 24" WIDE DISHWASHER \\ + a 54x42 �- + - 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR I I I I T L I II L---------- �_1 � \______ 3.4 REFRIGERATOR -- -� L---+-- "t I❑ LI I- L---- 61 FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3.5 ------- --L - � O FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. L-------- __-- 00 61 CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 I FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED L - - _J GLASS ENCLOSURE. 3 7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE 36x42 FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. II 11 °III � I 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. \ \ II i I I I 1 6 �l J ACCESSORIES 1 L--54x42---- \ 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. II II 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I NI 4.3 TOILET PAPER HOLDER @ 19" A.F.F. I I I XI I I I I I vl I I RECESSED MEDICINE CABINET XXX 00 a \ 4.5 MIRROR II II UNIT PLAN NOTES UNIT 2.4 ACCESSIBILITY PLAN SCALE: 1/4"=1'-0" � 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (BYRE SHT'G /FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. RECESSED 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX RIM JOIST 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. ^� �r``� 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX RECESSED 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED RIM JOIST r IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT - REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT 2.4 INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 5 UNIT 2.4 B SCALE: 1/4"=1'-0" 2 UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 33'-0" XX WINDOW REFERENCE 7'-0" 12'-0" 14'-0" A7-21 5'-0" 7'-0" 8'-4 1/2" 5'-7 1/2" LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL / flTffTmm FURRED WALL AD XX ® F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP v REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A MASTER L----J BEDROOM N ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" CARPET MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE ® - INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2X4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 12'-2" 4'-9 1/2" 9'-0 1/2" 0 MORE INFORMATION BID LIVING U8tl DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL VINYL -12. COMPLY WITH OPTION 2 ITEMS 8 -12. CLOSET - C�_--�A1�13E�------ - 1.5 11111111111 HIM UNIT RCP NOTES 3.2 I - 2'-4" [7 j U4a MAS R \ KITCHEN U3a B H . CV N 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE - VINYL INYL DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. o io - 0 �10 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT j `e) M 3.3 2.4 3.4 `�' INSTALLATION. 3.1 14 11/2' 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 12'-11" 1'-7" 4'-8" /., 3'-11" 3'-2 5'-10 1/2' 0 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL w CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 2.2 ----------- --- O O Q, o'' ��\ 3.5 4 2 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL ADA `L� 4.3 _ 2!!��ti-�' ao N UNIT RCP PLAN LEGEND o r U3a 3 U7b 1'- " '-11 1/2' 2'-4 1/ 1 11AUNDRY 1 / M 7 U2a U6b I I VINYL 1 2'-3 4'-1 1 /2" -3 1 /4" -10 1 O I__I- - - J i� PENDANT / HANGING LIGHT FIXTURE -_ CLO ET �\ U1a JUNCTION BOX - / 16 T BEDROOM 2 VINYLIIIIIIIM N o SURFACE MOUNTED LIGHT FIXTURE Ch oo CARPET OO i I U4a BATH 2 RECESSED LIGHT FIXTURE AD-XX TEMP VINYL U_ WALL MOUNTED LIGHT �10 CL SET w CARPET > _ °D ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION / - II 0 ACCESS PANEL CV II CEILING FAN 1.5 4.3 4.2 1.1 3.5 CEILING HEIGHT 2'-8 1/2" 7'-11' 2'-3 1 /2' 7'-5" 3'-4" 6-10"6-10" 4'-4" 23'-8" 9'-4" SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) 1'-2" 33'-0" r r r r r r r r r r GYPSUM BOARD LINED JOIST BAY r r r r T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-"CEILINGATTYPE1STFLOOR 8'-66 A " CEILING AT TYPE IA 2ND FLOOR UNIT 2.4 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 2.4A SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QA INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i 0 z Q v C) Q U Q Q Q z U) Fm w w U) w L0 06 No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ��SED ARCy l No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF OF C m-� License Stamp UNIT 2.4 PLANS AND INTERIOR ELEVATIONS A5-32 J Q CH G m D C / U 2 U z Q c1rn / U_ CV II 1 r co 0 COPYRIGHT U   Ca uncil  23 – 143 12/6/2022   UNIT 2.5 INTERIOR ELEVATIONS I SCALE: 1/4"=1'-0" 1 7 UNIT 2.513 1 SCALE: 1/4"=1'-0" 16 UNIT 2.5 REFLECTED CEILING PLAN I SCALE: 1/4"=V-0"1 5 UNIT 2.5 ACCESSIBILITY PLAN I SCALE: 1/4"=V-0"1 3 46'-1 " 19'-1 1 /2" 5'-2 1 /2" 7'-5 1 /2" 14'-3 1 /2" 3'-11 " 1 3'-6 1 /2" 7'-2" 1 7'-1 1 /2" 0 M � \ 7 MASTER \ ' DECK V BEDROOM CARPET 7 p�`�� , J / TE -0" 4'-1 1/2" 9'-0" N LIVI NG Sell VINYL ----------- --, 1.4 b � II M 1.4 BEDROOM2 II CLOSET 00 q CARPET S CARPET iii U5a I 00 M 11 '-1 1 /2 4'-1 " 3'-8 1 /2" 1 9'-7" 2'-2" 10" 8 /2" - 1 /2" -9 1 2" 3'-2 h /2" p ------------------�\- II �;' U5a U3a 2.4 CLOSET U4a CARPET 03J3 1.5 MASTER BATH W ih L-------------------------- ---------------------------- VJ - CLOSET - _ o T 3.2 / VINYL - V1NYt-- iv KITCHEN VINYL N BATH 2 VINYL U7b �l I N W N `" � j U6b O 1.2 3.5 AUNDRY 11 4.3 4.2 i. VINYLI I Ufa -_ J 0u' No -O---- --- ------ till 1.2 3.5 4.2 4.3 3.7 1.1 3.4 3.3 1"-2 1 / " 2'-0" 8'-8" 4'-1 " 5'-0" 3'-6 1 /2" 6'-11 " 32'-3" 46'-1 " M1 10'-7 1 /2" 13'-10" 3'-2 1/2" UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 3.1 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-13 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11, NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L_ ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL - CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD-XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR UNIT2.5A SCALE: 1 /4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D O A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 24 IN V_ O N Q U Q Q Q z 10 F_ w w W w V_ LO 06 LO V_ It No. Date Description H_C G �D V J U LU 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARcy'l ILL TF` N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 Q �F r Ci C il License Stamp o UNIT 2.5 PLANS, VARIATION AND INTERIOR ELEVATIONS A5-34 COPYRIGHT Cc   Ca uncil  23 – 144 12/6/2022   UNIT 2.6 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 14 v co v 19 7t M�� UNIT 2.6 REFLECTED CEILING PLAN I SCALE: 1/4"=V-0" 1 3 UNIT 2.6 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 12 37'-8" 14'-4 3/4" 23'-3 1 /4" 1 V-5 3/4" 7.1 / " 5'-2" 6-0" 0 ^^\`L O O MASTER TEMP KITCHEN 3 3 BEDROOM VINYL U2a I I 2.4 2'-71/� 3'- 8" 3'-0" U3a N 0 3.4 TEMP J ------- LIVING o LV VINYL <h I I 9'-8" 2'-2" 3'-8" 3'-9 1/2" 2'-9" 4'-5 1/2" 3'-10" 4'-1 " 3'-11 " DINING I I I VINYL U8a CLOSET I N VIT rn CLOSET I =------CARPED --__� � I U8d MASTER U3a UIS I LAUNDRY I CLOSET U7a VIN� BATH VINYL ih I VINYL I I I I III 7 a LI J II - Cl) l CflAl BEDROOM 2 U4aBATH 2 O CARPET Q VINYL in ELEC F 4'-5 1/2' -9 1 3.5 N 0 -�, U1a 3.7 4.3 4.2 3.5 �121.1 1.4 11'-10" 6'-11" 2'-3 1/2" 1'-0" 6'-3" 1' .1 1/ " 7'-3" 10" 28'-3 1/2" 9'-2 1/2" 37'-8" N r` LO 0 in UNIT2.6A SCALE: 1/4"=V-0" 1 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r r r J J GYPSUM BOARD LINED JOIST BAY r r T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INWSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO V_ It No. Date Description 1-- 2 �D v ) U W 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy�TF` L.L G��SED N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9jF of CD` CA\�� License Stamp o UNIT 2.6 PLANS AND INTERIOR ELEVATIONS A5-35 COPYRIGHT Cc   Ca uncil  23 – 145 12/6/2022   UNIT 3.1 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 16 i� v UNIT 3.1 REFLECTED CEILING PLAN I SCALE: 1/4"=V-0"1 5 UNIT 3.1 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 14 I .filwalu UNIT3.1 C I SCALE: 1/4"=V-0" 1 3 AQ1 n" UNIT3.113 1 SCALE: 1/4"=V-0" 12 43'-0" 13'-9" 9._911 91_91, 9'_5" 64" 4'-0" 4'-5" 5-2 1 /2" 4'-6 1 /2" 3'-11 1 /2" 5'-9 1 /2" 4'-0 1 /2" 6-4 1 /2" 11'-8 1 /2" " 4 1 /2" z o w DECK o i JO <==> <= TEMP LIVING N BEDROOM 2 `� BEDROOM 2 N BEDROOM 1 VINYL CARPET CARPET CARPET 0 0 0 7„ -11 1 /2" 10'-2 1 /2" 10" 5'-4" 5'-0" 4'-2" 5'-0" 7" 3'-4 1 /2" 9 1 U3a F_ r r _ CLOSET -CARPET-=-= U3a `� CLOSET -CARPET N _ CLOSET _ U3a-�ARPET- I ? LV N N I I KITCHEN L - - VINYL- C? �15 �15 00 I LAUNDRY' I VINYL I U7a LI___J I 00 \ / _ CLOSET 0 O 0 / \� -_-V�Y+_--- U4a U4a BATH 1 VINYL 11 1 CD I r BATH 2 w � VINYL 2.2 2.1 3.3 3.1 3.2 1.1 U LU Ufa "' 0 ° rT 3.5 1.2 4.2 4.3 3.7 4.3 4.2 1.2 3.5 1 / " 12'-8" 4'-1 1 /2" 5'-4 1 /2" 1'- 1 /2" V-9 1 /2 ' 6'-7 1 /2" 7'-1 " 3'-2" 17'-7" t� 6'-9" 18'-8" 43'-0" CV 0 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F_ - - - - 7 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE iv DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 1.5 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 0 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT N N INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL 0o CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX ih 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX UNIT RCP PLAN LEGEND w > 'IT PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE b Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR UNIT3.1 A SCALE: 1/4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO V_ It No. Date Description CH G co rD �./ / U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCI � L.L G��SED No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 1 9jF of f O CA\�� ` License Stamp o UNIT 3.1 PLANS AND INTERIOR ELEVATIONS A5-36 COPYRIGHT Cc   Ca uncil  23 – 146 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS v , r v 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES I __________ ---------- DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & r-� ----- _ 5442 - x54x42 ❑ TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE I r - -- LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH 1l6x42 1 4 36x421 CIDit REMOVABLE BASE CABINETS ill iN ih i 1 1 I 1 3.2 24" WIDE DISHWASHER I X 1 iM N 11 1 1 � LI- - - J ❑ 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 3.3 Lco --------J �====== = --------J r r SO r ------M VENT TO EXTERIOR _-- F----------� r--11 - - __ 3.4 REFRIGERATOR 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3.5 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. N X I I - I I L-----J= T I I IL--L-J-L---L--1-_- -J J --------k NI r-r-----�-,,�I 60"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED ern � r v ' 1 I I I° I L- I--- T I I L J GLASS ENCLOSURE. v i i L--- -----L J L- J ❑ LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE 3.7 FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. ■ i V-131 E O J I a I 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. I ,.. _-, ACCESSORIES I I 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. I I 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I o I� I 4.3 TOILET PAPER HOLDER @ 19" A.F.F. I� I L - 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT 3.2 ACCESSIBILITY PLAN SCALE:1/4"=1'-0" 3 UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-13 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH 42'-10 1/2" END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED 10'-4 1/2" 11'-8" 10'-7" 10'-3" GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL 2'-6 1/2" 3'-5 3/4" 3'-5 1/4" 2'-2 1/2" 2'-11" 7'-4" AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. ` ----- 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. \�� 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE � PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. U2A U26 U2 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL 11, NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED AD-XX IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 xX WINDOW REFERENCE A7-21 UNIT 3.2 INTERIOR ELEVATIONS SCALE: 1 /4"=1'-0" 5 UNIT 3.213 (TYPE IA) SCALE: 1 /4"=1 '-0" 2 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL 43'-0 1/2" x FURRED WALL x AD-XX 10'-4 1/2" 11'-8" 10'-7" 10'-5" F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP 6'-4 1/2" 4'-0" 2'-6 1/2" 3'-5 3/4" 3'-5 1 /4" 2'-2 1/2" 6'-4" 4'-3" 2'-11 " 7'-6" r i I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION OH O O © NO<==> ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION MASTER N BEDROOM CARPET N LIVING v VINYL BEDROOM 2 CARPET BEDROOM 3 CARPET N o DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 3'4" 3'-2" 3'-10 1/2" 11'-8" 4'-5 1/2" 5-5 1/2" 5'-3 1/2" 7 1 / " 3'-6" 1' U� U8f 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. v 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE --CLQSEI--- - N 1.5 - - `� - N __CLOSET- DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. / r------- r` IT CARPET r` U3a O U3a --CARPET- O t` _ "X" _ i o N N 1.5 I CLOSET i CARPET I U3a DINING N VINYL n - oo LV N _ I I 1 LAUNDRY 1 CV 0 N 6. APPLY 5/8" TYPE GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. 1.5 00 _ bo `o `'' I I U6a I I VINYL I CO 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER AD XX / i U r----- ELEC LI- - - J DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-xx / Z21 U4a MBATHR VINYL I i I�ZA i it / \ KITCHEN V NYLM - 1 IIII U4a ATH 2 VINYL UNIT RCP PLAN LEGEND Ill CD I I ° w > r` PENDANT /HANGING LIGHT FIXTURE BID 00 C JO JUNCTION BOX o O CIOI O I J I o 0SURFACE MOUNTED LIGHT FIXTURE Ufa I I _ _O O _ O RECESSED LIGHT FIXTURE o o AD XX le WALL MOUNTED LIGHT 3.5 �42 �43 2.4 3.2 3.1 �22 2.1 �33 2.4 3.4 3.7 4.3 4.2 1.2 3.5 ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL 3'-4" 7'-0 1/2" 9'-8" 11'-11 " 8" 7'-0 1/2" 3'-4 1/2" 43'-0 1/2" CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r r r r r r GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9�-"CEILINGATTYPEST LOOR " CEILING AT TYPE IA ND FLOOR 8'-66 A2ND UNIT 3.2 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 3.2A (TYPE IA) SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) I- w w W w V_ u7 06 LO V_ It No. Date Description z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy�TF` ILL G��SED 0.4 No. C29795 C) RENEWAL DATE AUGUST 31, 2023 1 C License Stamp o UNIT 3.2 PLANS AND INTERIOR ELEVATIONS A5-37 COPYRIGHT U   Ca uncil  23 – 147 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING H FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING ❑60"x30" 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. NOT USED SCALE: 1/4"=1'-0" 4 NOT USED SCALE: 1/4"=1'-0" 2 14 ALL APPLIANCE,FIXTUREAND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE 42'-10 1 /2" A7-21 10'-5" 11'-7 1/2" 10'-7" 10'-3" LOW WALL (SEE PLAN FOR HEIGHT) 5'-6" 4'-11" '-9 1/2" 4'-2 1/4" 3'4 1/2" 2'-3 1/4" 5'-3" 5'-4" 4'-10" 5'-5" 2X4 WALL 2X6 WALL ® FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F -1 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I L----J (V N ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" .MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION Cl) M © OA © O ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR _ 0 MORE INFORMATION N N o� DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 0 0 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES " " ' 3'-2" 3'-2" 3'-11 11'-7 1/2" 7 4'-6 1/2" 5-5 1/2" 5'-4 1/2" 7" 3'-3 1/2" 1'- 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR / I 1 - REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. -------------- CV ________t (V _________ C14 _ t; 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. o F------------ 11 � -1 (V o -1 9 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. N N N 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. I zo _ _ I _ 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. I M 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL in0? I I CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX U ELEC LI_ - - J 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER \ / I F 1 DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX IL/\ co If O� I j o '� ' Il--J E = W q i UNIT RCP PLAN LEGEND 00 Cs7 I 00 i I l I PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX I 1 00 FED 1 00 0SURFACE MOUNTED LIGHT FIXTURE 0 - 0 - 0 - Q RECESSED LIGHT FIXTURE AD-XX Fe WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL 3'-2" 7'-1" 3 2" 9'-4" 11'-11 1/2" 7 1/ " 7'-1" 2'-1" 1'-1" CEILING FAN 42'-10 1/2" g, 0„ CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r J J J r GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-D" CEILING AT TYPE FLOOR IA 2NDND FLOOR 8'-6" CEILING AT TYPE A UNIT 3.2 C REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 3 UNIT 3.2 C (TYPE 111) SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q Q Q z w w C) w Lf� 06 V_ No. Date Description J `Q 1 CH G 00 �D v ) U w 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, ARcy', IL T R F` �� ;k CV CN No. C29795 C) RENEWAL DATE AUGUST 31, 2023 OF � CA`\,o�� License Stamp o UNIT 3.2 PLANS AND VARIATION A5-38 COPYRIGHT U   ertyuncil  23 – 148 12/6/2022   UNIT 3.3 INTERIOR ELEVATIONS UNIT 3.3 REFLECTED CEILING PLAN SCALE: 1/4"=V-0" 14 SCALE: 1/4"=V-0" 1 3 0 CO L - UNIT 3.3 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 12 42'-10 1 /2" 7'-2" 3'-7 1 /2" 3'-10 1 /2" 6'-4" 2'-2 1/2", 3'-5 1 /2" , 3'-5 1 /2" , 2'-6 1 /2" 3'-3" 6-11 1 /2" o 0 0 0 © 0 0 ' BEDROOM 1 BEDROOM 2 ; ; N BEDROOM 3 CARPET CARPET LIVING CARPET _ VINYL o o 0 0 F_ 4'-8" 8" 5-5 1 /2" 1. 4'-2" 8" 5'-4 1 /2" 11'-8" 4'-2" 8" 5-4 1 /2" U8f U8f U8f 1.5 --GL9SE-T--- CARPET U3a --X;L.GSE-T--- CARPET U3a (V r` --_CLQ.SE-T- CARPET LV U3a a 9 CV N - LAIINDRY-lam 1.5 U6a O 1 4' _4" 1 1 '-5 1 /2" 2'-10" 7'-4 1 /2" M 9'-4" ih 2'-6" 7'-3" 2'-9 1 /2" ELEC U4a BATH 2 VINYLii+ JLCLOi - KITCHEN �I I 3.4 W BATH 1 � I VINYL J VINYL i - - i o I U7a vI 00 2.4 - YL II OO❑I T ° Ufa O O 0 3.5 1.2 4.2 4.3 3'-4" 7'-5 1 /2" 3.5 1.2 4.2 4.3 3.7 1.3 1.1 2'-6 1 /2" I 7'-4" 12'-7 1 /2" 3.2 3.1 3.3 2.2 2.1 6-3 1 /2" 19" I 12'-6 1 /2" UNIT3.3A SCALE: 1/4"=V-0" 1 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH [2 1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION [2 2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS [3 2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. [4 2 24" WIDE TOWEL BAR @ 40" A.F.F. [4 3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL T 2X6 WALL x FURRED WALL X F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L_ ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL ADAX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 24 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description CH G co �D v ) U LU 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v ARC,, LL G��SED T,, �0 0J' CN CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9jF of C D CA\�� ` License Stamp o UNIT 3.4 PLANS A5-39 COPYRIGHT   Ca uncil  23 – 149 12/6/2022   UNIT 4.1 INTERIOR ELEVATIONS I SCALE: 1/4"=1'-0"1 4 1 UNIT 4.1 ACCESSIBILITY PLAN 00 0 53'-2" 10'-7" 10'-3" 11'-4 1 /2" 10'-3 1 /2" 6-0" 4'-7" 6'-7" 3'-8" 3'-11 " 5'-0" 2'-5 1 /2" 3'-7 1 /2" 6'-8" 5'-7" 5'-1 " 20'-2 1 2" 12'-7" 20 -4 1 /2" LLL 2a O "1 1 O O J O TEMP BEDROOM 1 BEDROOM 2 : LING -co BEDROOM 3 11 BEDROOM 4 CARPET CARPET o VINYL o CARPET CARPET 0 5'-9" 7"L 4'-3" 5'-1 1 /2" 7" 4'-6 1 /2" 11 '-1 " 7 ' 4'-6 1 /2" 5-5 1 /2" 4'-0" 7" 6'-1 " U8f t18f _ _ _ CLOSET ___ --lid====__---- m CARPET CARPET LV U3a-- U3a O' �l CLOSET CLOSET CARPET CARPET it U5a U3a 1.5 n 1.5 U3a U5a 'I 2" 2'-7" 4'-10" 1 " M 7'-0" 10" 6'-3" 2'-5 1 /2" 8'-9" 2'-6 1 /2" 4'-4" II U6a U II U4a ILAUNDRYI � U4a rr---_ i BATH 1 VINYL U4a o ___ I I III KITCHEN h BATH 3 VINYL i i - VINYL IR VINYL Y( L _ _ _ J BATH 2El i i _ VINYL - j j o I in °o i i II I " O_ O_ I of w � I Ij U1a I I ii Ir"I - r 00 i I T , I 3.5 4.2 4.3 3.7 3.8 4.2 4.3 3.2 3.1 2.1 3.3 2.2 3.4 h 3.7 4.3 4.2 1.2 VERIFY 4'-1 " 3'-2" 7'-5" 7'-0" 10" 5'-6" 53'-2" 9" 7'-7 1 /2" 6'-4 1 /2" 7'-1 " 2'-1 " 1'-3" I SCALE: 1/4"=V-0" 12 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 260"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 2 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11, NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND aDOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F-----1 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A -----11 ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. N UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. q 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. N 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 1.5 o INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX 3.6 UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR UNIT4.1A SCALE: 1 /4"=1'-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E D Q A K INVEST'�iENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO V_ It No. Date Description H_C G �D v ) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S�D ARcy'l ILL TF` R 0 c,A (� No. C29795 0 RENEWAL DATE AUGUST 31, 2023 Q 1 or r C License Stamp o UNIT 4.1 PLANS AND INTERIOR ELEVATIONS A5-41 COPYRIGHT   uncil  23 – 150 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 53'-2" 53'-2" 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION(S 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-8" 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-8" & P) - SINGLE SHELF AND POLE @ 70" AFF 6'-9" 3'-10" 5'-11" 4'-4" 1'-2" 2'-9 1/4" 3'-11 1/2" 2'-3 1/4" 1'-2 /2" 6'-3 1/2" 4'-0" 3'-2" 7'-6" 20'-8 1/2" 1 V-7" 20'- 0 1/2" (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED 21' 0" 11'-0" 21'-2" MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS io z_ o 2.4 FULL HEIGHT PANTRY CABINET to w z_= q v RECESSED \ RIM JOIST a= o � RECESSED RIM JOIST FIXTURES & APPLIANCES "' �t , ��\ Cr ' �� ❑ DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 3.1 ----------------- TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 0 0 0 0 I 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH o OF o o o REMOVABLE BASE CABINETS N TEMP N N N 3.2 24" WIDE DISHWASHER RECESSED RIM JOIST I ❑ 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 3.3 I VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. UNIT 4.1E SCALE: 1/4"=1'-0" g UNIT 4.1 C SCALE: 1/4"=1'-0" 4 3.7 OFLOORIITOP LIP OSINK AT 34" MAX. REMOVABLE BASECABINETS. LE FINISH FLING BELOW R MOVABLEE BASE CABINETS. INSULATE & PROTECT WATER WASTEIINES 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 53'-2" 53'-2" 4.4 RECESSED MEDICINE CABINET 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-8" 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-8" 4 5 MIRROR 20'-8 /2" 11'-7" L 20'- 0 1/2" 20'-8 1/2" 11'-7" L 20'- 0 1/2" -------- - UNIT PLAN NOTES r I I I 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR CANOPY OPEN STUDS) U.N.O. ABOVE 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL z o z o DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 in w � I Lo in w in 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH RECESSED ao v RIM JOIST �� RECESSED �, RIM JOIST ao v U 11\ END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. \ \ �r �.'� i � ��'� 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL - - ----- - --- AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. - - - - 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. in in o in 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE 04 RECESSED I N N PLUMBING PLANS FOR FIXTURE SPECS. RIM JOIST 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. I 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD-XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. UNIT 4.1 D SCALE: 1/4"=1'-0" 7 UNIT 4.1 B SCALE: 1/4"=1'-0" 3 14. ALL FIXTUREDIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, ION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F_ - - - - 7 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR -- REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING INTO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER _ /- DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE F-� JO JUNCTION BOX 0 SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX He WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR 8'-6"A CEILING AT TYPE IA 2ND FLOOR UNIT 4.1 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] O A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO V_ It No. Date Description CH G m D U) U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy�TF` L.L G��SED CV No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9jF of C D CA\�� ` License Stamp o UNIT 4.1 PLAN AND VARIATIONS A5-42 COPYRIGHT U   Ca uncil  23 – 151 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 53'-0" 53'-4" 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION(S 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-6" 10'-9" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-8" & P) - SINGLE SHELF AND POLE @ 70" AFF 6'-9" 3'-10" 5'-11" 4'-4" 1'-2" 2'-9 1/4" 3'-11 1/2" 2'-3 1/4" 1'-2 /2" 6'-3 1/2" 4'-0" 3'-2" 7'-4" 7'-2" 3'-7" 3'-11' 6'-4" 1'-2" 2'-9 1/4" 3'-11 1/2" 2'-3 1/4" 1'-2 /2"3'-6 1/2" 6'-9" 4'-6" 6'-2" (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF - (SS) -SHELF STACK: 5 SHELVES EQUALLY SPACED 21 0" L 11'-0"L 21 -0" 21' 2" 11'-0" 21'-2" MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH IL 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET Z_ q Lu FIXTURES & APPLIANCES LU �` �` 531 �` ❑ DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 3.1 �\ '� i '� i '�� '� i TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE &TOE CLEARANCE PER O 0 O O I I O 0 ��'� tt O O 6/AD 04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE � LEVER FAUCET AND INSULATE /PROTECT SUPPLY &WASTE LINES. PROVIDE FINISH FLOORING BENEATH o O I o q REMOVABLE BASE CABINETS N TEMP I N N j' TEMP N 3.2 24" WIDE DISHWASHER I II 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. �,( UNIT 4.1 SCALE: 1/4"=1'-0" g J UNIT 4.1 I SCALE: 1/4"=1'-0" 4 3.7 OFLOORIITOP LIP OSINK AT 34" MAX. REMOVABLE BASECABINETS. LE \ I FINISH FLING BELOW R MOVABLEE BASE CABINETS. INSULATE & PROTECT WATER WASTELINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 53'-0" 1'-0" 53'-4" 1'-0" 4.4 RECESSED MEDICINE CABINET 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-6" 10'-9" 10'-3" 11'-41/2" 10'-3 1/2" 10'-8" 45 MIRROR 6'-9" 3'-10" 5'-11" 4'-4' 1'-2" 2'-9 1/4" 3'-11 1/2" 2'-31/4" 1'-2 /2" 11/2" 4'-0" 3'-2" 7'-4" 7'-2" 3'-7" 3'-11" 6'-4" 1'-2" 2'-9 1/4" 3'-11 1/2" 2'-3 1/4" 1'-2 /2"3'-6 1/2" 6'-9" 4'-6" 6'-2" UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR r--------- I ------------------� I r---------------------------- I IU.N.O. I 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL I DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 I I I I 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH ;t END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL o `� `� o '� `� 0 �' t I ------ _ �' ___ f -----_ _ _ �'_______ t i ______ �� _ 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD-XX O 0 ❑ '� t O O I `' I O 0 _ '� t ❑ O O 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED o O II/ o o O o FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. N TEMP f V N Fx) N TEMP ED Oil 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14• ALL FIXTUREDIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO I UNIT 4.1 �J SCALE: 1/4"=1'-0" 7 UNIT 4.1 G SCALE: 1/4"=1'-0" 3 FVERIFY ABRICATION AND INSE, ION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 1'-2" 52'-8 3/4" 1'-5 1/ " XX 0 WINDOW REFERENCE A7 21 10'-7 1/2" 10'-2 1/2" 11'-5" 10'-3" 10'-2 3/4" 1'-0" 5 1/4" LOW WALL (SEE PLAN FOR HEIGHT) 7'-0" 3'-7 1/2" 3'-10 1/2" 6'-4" 2'-2 1/2", 3'-5 1/2" 3'-5 1/2" 2'-3 1/2"" 3'-6" 6'-9" 4'-6" 5'-4 3/4" 2X4 WALL 21' 0" 11' 0" 20'-8 3/4" 2X6 WALL FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ' RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC `� �' �_ `� ----------- ___________ _ _____ _ _ _____ MAX. ABOVE FLOOR SEE ELECTRICAL DRAWINGS FOR MORE - - INFORMATION / F ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. U2a I LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION BEDROOM 4 N DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 IN THE SAME UNIT SHALL * C CARPET COMPLY WITH OPTION 2OITHER 8A 12ROOMS o o i / UNIT RCP NOTES ' 0" ' 0" 5' - ' 1 - ' '-6" '-5" - - 3 " '4" 5 1/4" 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. zz 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE I DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. _.CLOSET _ - - - CARPET - -� -, I- - 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT N N i CLOSET �j CARPET - - - - - - I -- -- -_ - I / - N M N INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 2" 2 7 _ I _ -_ 2'-5 1/2" \\ 2 -6 1 /2 4'-4" 2 -5 1 /4 -10 �'/2" 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL r- :.: LL J IF 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL UNIT RCP PLAN LEGEND W ill II VINYL L-� I I � � I to � ii - - � LU v PENDANT / HANGING LIGHT FIXTURE � > bo I I IL- _ / i` JUNCTION BOX J _J -�� 0 SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX - - le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL VERIFY 7'-5 1/2" 6'-8" 10" 6'-5" 7'-7 1/2" 6'-5" 6-9 1/4" 2'-10 1 /2" 4'-2" CEILING FAN 52'-8 3/4" CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPEA2N FOR 8'-6" CEILING AT TYPE IA D FLOOR UNIT 4.1 F REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 5 UNIT 4.1 F SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O IN U Q z Q Q z U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARU'y LL G��SED �,A C� No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 1 9jF of CD ` CA\1�� License Stamp o UNIT 4.1 PLANS AND VARIATIONS A5-43 COPYRIGHT U   Ca uncil  23 – 152 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 53'-2" 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-6" (S & P) - SINGLE SHELF AND POLE @ 70" AFF 6'-8 1/2" 4'-0 1/2" 4'-0 1/2" 6-2 1/2" 3'-10" 4'-0" 3'-6" 1/ " 6'-2" 4'-1 1/2" 3'-2 1/2" 7'-3 1/2" (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED 20'-4 1 2" ILI 12'-3" ILI 20' 2 1/2" MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH --------------------------- -I I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION _ _ I I I 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 2.3 15" WIDE BREADBOARDS v I z CDI w i 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES �O 1 JLL k �MTI ❑ DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 71 71 1 1111 11111111 1,111111111, TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER . I 0 0 0 0 0 I 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE TEMP I LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS �J I N N 3.2 24" WIDE DISHWASHER / ❑30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 3.3 VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOT USED SCALE: 1/4"=1'-0" g UNIT 4.1 P SCALE: 1/4"=1'-0" 4 3.7 OFLOORIITOP LIP OSINK AT 34" MAX. REMOVABLE BASECABINETS. LE FINISH FLING BELOW R MOVABLEE BASE CABINETS. INSULATE & PROTECT WATER WASTEIINES 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 53'-2" 4.4 RECESSED MEDICINE CABINET 10'-9" 10'-3" 1V-41/2" 10'-3 1/2" 10'-6" 45 MIRROR 6'-101/2" 3'-10 1/2" 6-0 1/2" 6-2 1/2" 1'-6" 2'-0" 4'-0" 2'-4 1/2" 1'-6" 6-2 1/2" 5'-1" 5'-1" 5'-5" 21 '- 0 1/2" 9'-3 1/2" 21'- ' - - UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. cat N 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL o DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 -1 3. 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. i\l 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL 1 Cl) 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. AD XX I O O O O O I 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED I TEMP I FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. o j in 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE N V N PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. NOT USED SCALE: 1/4"=1'-0" 7 UNIT 4.1 N SCALE: 1/4"=1'-O" 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 53'-2" 10'-9" 10'-3" 1 V-4 1/2" 10'-3 1/2" 10'-6" XX WINDOW REFERENCE A7 21 6-8 1/2" 4'-0 1/2" 4'-0 1/2" 6-2 1/2" 3'-10" 4'-0" 3'-6" 1 / " 6'-2" 4'-1 1/2" 3'-2 1/2" 7'-3 1/2" LOW WALL (SEE PLAN FOR HEIGHT) 20'-4 1 2" ILI 12'-3" 2012 1/2" 2X4 WALL 2X6 WALL X FURRED WALL X AD-XX o F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP w a r--- REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A U) 1 �'' 1 1 ``� � :J RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE I 0 0 0 0 0 I INFORMATION I TEMP I ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN / I o I LO OCCURS IN 2x4 FRAMED WALL. N N I I LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR I I 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES NOTUSED SCALE: 1/4"=1'-0" 6 UNIT 4.1 I V I SCALE: 1/4"=1'-0" 2 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX 53'-2" 53'-2" 10'-9" 10'-3" 1 V-4 1/2" 10'-3 1/2" 10'-6" 10'-9" 10'-3" 1 V-4 1/2" 10'-3 1/2" 10'-6" UNIT RCP PLAN LEGEND 6-10 1/2" 3'-10 1/2" 5'-0 1/2" 5'-2 1/2" V-6" 2'-0" 4'-0" 2'-4 1/2".. V-6" 5'-2 1/2" 5'-1 " 6-11" 5'-5" 6-8 1/2" 4'-0 1/2" 4'-0 1/2" 6-2 1/2" 3'-10" 4'-0" 3'-6" 1 / " 6'-2" 4'-1 1/2" 3'-2 1/2" 7'-3 1/2" 21'- 0 1/2" 2 ILI 9'-3 1/2" 2 ILI 21'4" 20'-4 1 2" 12'-3" 2 ILI 20' 2 1/2" PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE r I I I CANOPY I O RECESSED LIGHT FIXTURE AD XX r ABOVE q 9 MOUNTED LIGHT L LU L? LUWALL �`�\ �`� o ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ��'� CNNi' 1 1 `� I i �\\ I `� N �i' 1 I `�\ ACCESS PANEL M M O 0 0 0 O I I 0 0 0 0 O "" Al TEMP I I TEMP I CEILING FAN o //JJJ�� I o Lf)N / N o �J I o N I / N I I � v/ ! CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r r J J J J GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-" CEILING AT TYPE 1ST FLOOR 8'-66A" CEILING AT TYPE IA 2ND FLOOR UNIT 4.1 Q SCALE: 1/4"=1'-0" 5 UNIT 4.1 L SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ LU LU W LU V_ LO 06 LO V_ It No. Date Description CH G co D U) U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF` LL G��SED R ' oQ O�A C %J CV No. C29795 0 RENEWAL DATE AUGUST 31, 2023 of O CA`\1�� License Stamp o UNIT 4.1 PLAN VARIATIONS A5-44 COPYRIGHT U   Ca uncil  23 – 153 12/6/2022   0 M UNIT 4.2 ACCESSIBILITY PLAN I SCALE: 1 /4"=1'-0" 1 3 Ri ,-1 n,, UNIT 4.213 SCALE: 1/4"=1'-0" 12 R11-11f). Io CD _ N � 0 U U 0 Q i in °' w LU- - o N H CN M CD- - BEDROOM 4 00 z CARPET O O 0 o a � DECK 19 o LO U) U2a BEDROOM 1 BEDROOM 2 BEDROOM 3 o CARPET CARPET CARPET 0 18'-11" N n 3'-4„ 4,-01" M II U3a I I CV 2'-6" I I 5'-9" 7" 4'-3" 4'-3" 7" 5'-5" 4'-3" 7" 5'-5" LIVING - - - U8f U8f co VINYL r` U8b CLOSE _ `n �° o C° 2.4 CARPI T a) M N CLOSET U3a CLOSET U3a - o CAPET==______M CARPET R-LV- � II N 1 CLOSET [ail CARPET 5a o U3a 1.5 1.5 M I oD CO 41 I ih r-2" 2'-7 L 4'-10" 2'-10 1/2" 7'-41/2" 2'-10 1/2" 7'-41/2" L A-9 L _11. 3.4 II L@; fF - CV U4a BATH 3 _ CLOSET _ U4a BATH 2 O VINYL U4a - VINYL-- O BATH 4 _ r` BATH 1 } VINYL VINYL LL �' KITCHEN N Oi O VINYL 4.3 i� w w VINYL N OI O 4.2 M > > LAUNDRY I U6a � L L F U7a 3.5 N VINYL I I I F1, I b 1.2 NI T�oIF1 TTMI _CLOET N 0TT 3.5 4.2 4.3 3'-2" 1 7'-5" 1.2 3.5 4.2 4.3 1 h 1 /2" 1'-11 " I 7'-4 1 /2" �12 3.5 4.2 4.3 3.7 11 1 /2" 1'-11 " I 7'-4 1 /2" I 11 3'-9" (V �11 3.2 3.1 °' 2.1 5'-0" I 3'-7 1 /2" 8'-11 1 /2" VERIFY 7'-6" UNIT 4.2A SCALE: 1/4"=1'-0" 1 1 UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH AD 03 END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. VERIFY ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSTALLATION. 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND 0DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER / DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL - UNIT RCP PLAN LEGEND Re ME AD-XX PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD-XX le WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR 0 ►J Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED kOAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O N Q U Q Q Q z U) F_ LU LU W LU r u7 06 LO It No. Date Description CH G co �D v ) U LU 2 U z Q It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF` LL G��SED �0 0,A N No. C29795 0 RENEWAL DATE CN AUGUST 31, 2023 1 9jF of r O CA`\�� License Stamp o UNIT 4.2 PLANS A5-45 COPYRIGHT   Ca uncil  23 – 154 12/6/2022   UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET FIXTURES & APPLIANCES 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT PLAN NOTES 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-13 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED IN FIRE WALLS. 12. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE ALCOVES. 14. ALL APPLIANCE, FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO UNIT4.2 INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" 2 FVERIFY ABRICATION AND INSTALLATION 15. VERIFY MANUFACTURER'S AND U.L. APPROVED CLEARANCES BETWEEN SELECTED APPLIANCES AND COMBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) OCCURRING IN FIRE -RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE REQUIRED FIRE RATING. 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL T 2X6 WALL X FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP f-----7 I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I L--- I ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT / INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE / J JUNCTION BOX QO SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE AD XX le WALL MOUNTED LIGHT DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r r r r r r r GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-6"CEILING ATTYPE 1ST FLOOR A 8'-6" CEILING AT TYPE IA 2ND FLOOR UNIT 4.2 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N Q U Q Q Q z U) F_ w w W w V_ LO 06 LO V_ It No. Date Description J HC G 00 D U) U LU 2 U z It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S�D ARcy'l ILL TF` No. C29795 0 RENEWAL DATE AUGUST 31, 2023 O License Stamp o UNIT 4.2 PLAN AND INTERIOR ELEVATIONS A5-46 COPYRIGHT U   Ca uncil  23 – 155 12/6/2022   BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. ALL ALL 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. / 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON V --_ AD XX R----8. 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY WITH CBC 803. � 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. N 1.8% D N i i 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED F i �i ACCESS PANELS WITH SELF CLOSING DEVICES. I I I I \ r Q0 6-0" 13'-2 1/8" 16'-8 7/8" i i i I'x\ I�_ �_, EO 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 D N i i I ,'� 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. � 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER A18 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. N \ `� 15. SEE STRUCTURAL DRAWINGS FOR: - ___ _ ______ ________ \�\ A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING OO q i B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING m I I / Co PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE L/ ----- o VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER I . PROTECTION SHALL BE EXTENDED TO THOSE AREAS. I I 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR �i IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL I ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED �i O i AND APPROVED. I I I I 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION I I i THROUGHOUT. I I 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) I L- I L____________ -------------------------- I 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 KITCHEN/ PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO �l --- STORAGE SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. L 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR Cn SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. \ice' I I I N BUILDING PLAN LEGEND DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL ,� (2) FUTURE FD FLOOR DRAIN - SEE PLMB A7 30 A7 40 V LU LL ,�� I I GREASE SHAFTS FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X -----\ y - ABOVE LOCAL FIRE AUTHORITY. AD XX • IDS DOWNSPOUT -- ------------- DIRECTION OF SLOPE - 1/4" / FT U.N.O. I V-/ \\y CORRIDOR F\� , �/� -- 7t WATERPROOF TRAFFIC COATING ENTILATION VENTILATION AD XX --- ----\II --- --III- -III N X CONCRETE TOPPING SLAB � ______ SHAFT DA (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) 1L------------xx 3-HR RATED FIRE WALL i 2-HR RATED FIRE BARRIER .5 z ________ _ � / - I X I /I 3 CONCRETE WHEEL STOP Cl) ------- i A-li31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS yIII -3" FS FS= FINISH SURFACE - - - - - - - - - - - - - --_-- � •III •III -III -6"TOC TOC = TOP OF STRUCTURAL CONCRETE SLAB / TO CURB =TOP OF CURB - _---_\_� k/----- III III III III III III III ACCESSIBLE PARKING SPACE ;rt---- \ M N \ M N � I / / W ` I / w \ CONCRETE STRUCTURAL SLAB TRANSITIONS \ I I I I I I I I I I I I I I I I I I I I I / • I, \ T--- \ � DEPRESSION LEVEL TO SLOPE Q = " . -- - �-- - ---- ---I - \ �Z41 L-1--L-1--I--1-J--l-J--L-1 -L-1--I--1-J--L-J SLOPE TO LEVEL DEPRESSION TO SLOPE M 1'-6" 3'-9" -0' 31'-6" i `\ ,' i 7'-10" 7'-7" MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. I I . \ I `,I ❑OOl7l7C 12 12 _------ ❑ 0 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE I AD-01 AD-31 I X WATERPROOF TRAFFIC COATING AD-XX I (O I �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX I N FRAMED WALL - 3-5/8" METAL STUD rn = FRAMED WALL - 6" METAL STUD o FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE o CMU WALL -SEE STRUCTURAL � Cl) X CONCRETE WALL - SEE STRUCTURAL 2 AD XX AIRCRAFT CABLE VEHICULAR BARRIER X I ADAX 16 I FULL HEIGHT STEEL FENCING I RESTAURANT AD31 r � I CONCRETE COLUMN X R I I I EDr COLUMN CAP AD-XX I I I L J co Ob M KEYNOTES (V 1� LINE OF FLOOR ABOVE N ao 00 '1 u'� 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS \ \ 3 RETAIL PARKING SPACE 01 \ \ GUEST PARKING SPACE 5❑ EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 0) `\\ `\\ 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 \\ `\ 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 \ \ � 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 \\\ M71 ch A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR T lJ iv B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR --------------- � c o M 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD 01 _ O i _______________ `� r iv 12 EXPANSION JOINT, REFER TO SHEET AD-33 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION I I 13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF 10, -I I ----------------------------I CONCRETE SLAB ABOVE. I I 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB 8'-9 5/8" 3'-0 3/4" 7'-0" '-0' 3'-0" 16'-2" 2'-1 3/4" 2'-2" 20'-2" 2'-4" 1'-6" 24'-5 1 /2" 16'-8 1 /2" 10'-11 " 13'-9" 6-10" 1 2.1 4.4 4.8 5.2 5.5 RESTAURANT - LEVEL 1 SCALE:1/4"=l'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 Q U Q z Q z Q W LLI Lw/ I..L U) w V_ L0 06 LO V_ No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARCy'T No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF of C A\-� License Stamp RESTAURANT ENLARGED PLAN - LEVEL 1 CN N N 1 BUILDING A A5-50   City Council  23 – 156 12/6/2022   COPYRIGHT (c) 12'-4" L 5'-7" 3'-3" L 2'-5" 5'-8" 3'-4" L 2'_4" BUILDING COMPOSITE PLAN NOTES L L� 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, TL ------- --- ----- I ` �` � ` �`� ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO r�-------T,� �� ----- - ,� r- ----r-- THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. I\ F I I\ r l I\ \� o 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO �, I\J _- , I I/ I \ I \ -_ �, \1 �'- I / k/ ----- AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. \\\r 1 '04 / ------_\y 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. r\ r 1 I I I i I _L I I I - @ 0 I` \ I a 0 ` \ 1 \ 1 / / 1 \ / 1 r I r l l l\ \ / r I „ 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON I --L---- -- -- ----J @� 00 I \� 0 I \ / I r I I I \� \ // r l I `� ,� I I I \ `� ,� I 1 - \/ I � 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY \ _ I �� \, I 1 1 8. WITH CBC 803. 0° m� i / 1 r i\\ i 1 I / r' \ �\ i I 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 01 �r I , \y `I�� I ,' \y`\v 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, - - ' ----- -- _- - ----- --- - -- --_-- ---- - ----- - PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED F\ _______ -� r\ _ _____ r\ _______ �� ACCESS PANELS WITH SELF CLOSING DEVICES. I\ r l \ r l I\ r l ALL 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 5'-1" 4-10 I r \ I I rr ,'� \`. I i ,' 4-1 ,'-10" , r \ I I r \ r �`\ \`\ 4-10 , 4'-10" 5'-8" 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. ---- ---- ------� --------- ' F\ _------ I\ _------ 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING _------ ------- Ire - ----- ��------- i'1 /_'1 i'1 i'I i'1 i'I B) SPECIAL NAILING AND BLOCKING REQUIREMENTS I\ r l I\ r l IF I\ r l I I\ r l IT�J� I\ I r l , I I\ r l I \ , I 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR I ` / I I ` / I iv 04 N BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM I I IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE I\IIrr\IIrrII a�Jm rIlz VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER ------- \Jilz -------\_JL� _______ \�� ______ - _____ \� �� _______ \� PROTECTION SHALL BE EXTENDED TO THOSE AREAS. N - - - - - - - - - -- 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ----- --- 0@ ----- --- 0 ----- --- 0 ----- --- e 0 I\ - --- --�-- I/II\ I /11\ --------r r1 0 0 y 0 a 0 0 � y 0 I \ 0_ \ � - -� - - 1 I J\1/ I I \ r I - '\ 1 1/ ' I , 'y ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED 0 y �� 01 I 0 a� I I I \ / I AND APPROVED. r> - i 00 I X 'k 00 � a i� y 00- I I i i y a I \ I I \/ I I � � / I I /` I I r\ r IY ` I ♦r I /\ I /\ 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION I •f 0 a 0 Y y 0 y 0 y a 1 0 0 1 / r l\, \ Ir \ I I \ r 1 1 \ ` , I THROUGHOUT. io I I 0 0° �� 0 0 yy �� 0 0 0� °� @ I 001 �� 1 ,' I `' I I I I I ,' ` `\ ` I 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 51 tr'-1!=�777-7 -_____---- ---11 -- L/CV-____= -- ----y--------y �- ----- 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE_________- Imo\-------- ------ i� I��------- ,III ------- /7 - PROTECTION PER AD 31 I \ ,' I I . . I I \ ,/ I I \ , I I `\ ,' I \ , I ,' I I �, , I I \ ,' I \ , II I r' 1 . , I �i O 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO I )i o ♦r I ,\ I ♦r I ,\ I \r I ,\ I \r I I ,\ I ♦r I ,\ II I \r ,\ I• SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. I ,r `\ I I , , I I ,r \\ I I , , I I ,r \\ I I , , I I 1,r \\ I I \ I I ,r \\ II I , , II I� I ,r \\ I , \ '• 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. I I/ \ I I/ \ I I/ \ I ,�i \ I I/ I \ I I , \ II I/ \ II I� , ,C 1 ' I 1`-----____�I I`-----____�I r I` --------- I�__L______�I r I�_________�Ii � _ __-- __�I . 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2"CLEAR HEIGHT FROM I 1 DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. �- ... L--- --------- ------------- ' ' 5'-1" 4'-10" 4'-10" 6'-5" 7" 6'-6" 6'-8" BUILDING PLAN LEGEND 7 i -- °° POOL EQUIPMENT N O DOOR SYMBOL A710 A7 20 XX WINDOW & STOREFRONT SYMBOL I I I \ r 1 r\ FLOOR DRAIN - SEE PLMB 7 7 I,/ \� I ===== -,� �� i `\\ �,' i I `\ i `\ - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH --- �--------KJ �' I \ I `\ r ,x I � / 1 \'\\ LOCAL FIRE AUTHORITY. AD XX I� '�� i 1 i rx\ ,'�. I i , - • IDS DOWNSPOUT LJ_ DIRECTION OF SLOPE - 1/4" / FT U.N.O. I r 1,r \ I \ 1 I r \ I � N ____-_- ---T WATERPROOF TRAFFIC COATING AD XX U LwL � N \\ I \\\\ r'/r i 1 2 FUTURE �� N � X CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD-XX -_ I `\ r GREASE SHAFTS 3-HR RATED FIRE WALL �� 2-HR RATED FIRE BARRIER M I L/--------- \y ABOVE CONCRETE WHEEL STOP 3 AD31 R TAIL/RESTUARANT I i \ I T SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. I - L--L===1== ------ ,' `\ I \ �� I / i I /I CORRIDOR UTILITY CLOSET -3" FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS FS=FINISH SURFACE P.4 I I - ----- -� I I ______ 1 I�------_____ 1 yG I I I I N T -6" TOC TOC = TOP OF STRUCTURAL CONCRETE SLAB I - ----- , I /r N I \\ I `�I VENTILATION TO CURB =TOP OF CURB ACCESSIBLE PARKING SPACE ;�;-- -_ P.5 _J_ ; -; SHAFT M i - I \` M �'/ CONCRETE STRUCTURAL SLAB TRANSITIONS STAIR A72V \\/ i DEPRESSION LEVEL TO SLOPE I I r I I I I I I I I I � 1 I I I I I I I I I 1 I I I I I I I I I -�-t- I/ � -J \ I \II SLOPE TO LEVEL DEPRESSION TO SLOPE I I I I I I I I \ ------------J \ I---- I I - I I I I I I I I I I I M c� I I I I I I (� up I I I I I I I - MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0"MIN CLEAR I I I I I I I I I I I I I I I I I I I I � I I I /�� /� F� I I I io I I I AFF IN ALL OTHER LOCATIONS OF GARAGE. I I I I I I I I I 1 ❑OODOOD❑ 12 12 ❑�n0��0'DETECTABLE WARNINGS, MIN 36" WIDE C AD-01 AD-31 CYi _--_L-r_ �__r_=__=____�_=__i__t_ �_ x WATERPROOF TRAFFIC COATING AD-XX M 1'- 3'-9" -0" 31'-6" 35'-5" / CONCRETE TOPPING SLAB X �I (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX \ / FRAMED WALL - 3-5/8" METAL STUD / FRAMED WALL - 6" METAL STUD \ FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB q zo \ / 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE \ CMU WALL - SEE STRUCTURAL I1'-0' \ \ / CONCRETE WALL - SEE STRUCTURAL AD XX X AIRCRAFT CABLE VEHICULAR BARRIERADAX o ih \ \ OPEN TO BELOW / / r-------� FULL HEIGHT STEEL FENCING AD 31 o ' / CONCRETE COLUMN X COLUMN CAP AD-XX - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I L J I co ' KEYNOTES ' ^ Cl) Ir \ I I I LINE OF FLOOR ABOVE R I \ ` \ I I 2❑ MECHANICAL SHAFT -SEE MECHANICAL DWGS \ / I i I i \\` ❑3 RETAIL PARKING SPACE GUEST PARKING SPACE N �`\ i / \ i i ❑5 EV READY SPACE (FUTURE) N 0o \ L____________ ____________-i / \ L____________ ____________-J 6❑ EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 _ 00 42, \ ,% / m \\ CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 El �r Q \ / � � 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 S 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ' \ ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR r �" \ , \ r-_________________________� I I �_ ---------- I - _____ 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD 01 � J \\ \\ \ `\ ,x\ �`� \\ \`� EXPANSION JOINT, REFER TO SHEET AD-33 \�� i iv ❑ STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF \ I N CONCRETE SLAB ABOVE. Cl) i c 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB r � r N I 8'-9 5/8" 3'-0 3/4" 7'-0" 1'-0" 3'-0" 2'-1 3/4" 2'-2" 2'-4" 1'-6" 16'-2" 20'-2" 16'-8 1 /2" 10'-11 " 13'-9" 6'-10" 24'-5 1 /2" 1 2.1 4.4 4.8 5.2 5.5 RESTAURANT - LEVEL 2 SCALE:1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 VJ Q U Q z Q z U) F w U) W LO V_ LO W LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARC//'/T �G R �� 0A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\-� License Stamp RESTAU RANT, POOL EQUIPMENT ENLARGED PLAN - LEVEL 2 BUILDING A A5-5 J Q CH GM W ZD Cn U W 2 U z J r 1n V LL N N 1   City Council  23 – 157 12/6/2022   COPYRIGHT U IN M.4 CN IN IN CS IN I 1 - o - - - - - 7 /LtJ ` o I I I I 4.5% I ' I N I I I N ' I I I I I I I I I N ____I-- o� �- \----� 1 S D I - I I W R F I I I I •y M .. f ..PUBLIC LOBBY •: II II II I; 13'-41/8" 0" 22'-0" 10'-6" 24'-17/8" '-812 I I T-3" 7'-4" I v A� `\ VE,8 LE I I \ / I j \ - -- / I - - - - - - - - - - - - - I I ---- I NI IRT--7-�-a1 _________ _______ l r_______-- ----___-_� r_________ ________-- `li ao EO I I I I I I I i ♦ I I I I I I I I I I I I - • • I I I I I I I I I I I I I I I I I I I I I, Cl) : --------N I I I I I I I I I MPOE L___ _____ _______ _J L--------- a a n N 10'-0" T-41/8" 2'-117/8" 4'-01/8" n N (V N I I I I I I I I I I I I I I I I I I I I I I I I I I •• I I I I I I I I I I I I I I I I I I I I I I I I I I I N____________________ N iv __________________________________------J________ I I I I I I _______J-________________________________________ I I I I I I _______________----- n co q v � iv I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `° n - - - - - - - - -€TAIL I I I I I I I I I I I I I I I I iv � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 19 fo � N N 00 I I I I I I I I I I I I I I I I I I I I I I I I I I LJ LJ 16" I 12 8 1/2" '-0" 9" 6" 12'-0" 6" 2' 2" 12'_0" 6" 2'-2" 6'.12'4" 6" 2 2" 6" 12'-0" 6" 2'-2" 6" 12'-0" " 2" 6" 12'-0" 6" 1'-6" I ---- ------------------- -- ---------------------- - I C? �? c? I - -- c? I I r? I - c? in I C? • . I i.N r L- I I ____________________J I I I I I I L----------------------- L-______________________J I I I I I I I I L_______________________J L-----------------______J I iN I P7 L____________________- I I _J io M N 4 (V N N r � I I I I 2'-4" 1'-6" 1'-3" 12'-0" 3' 2" 12'-0" T-2" 12'-0" 3' 2" 12'-0" T-2" 12'-0" 3' 2" 12'-0" 1 -2 1/ '1'-6" 16'-4" 30'-4" 30'-4" 16-3 1 /2" 4'-5" 5.5 72 (8. 2 (8. 5 (8. 7 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE &LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLABWk_1 (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10"O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB =TOP OF CURB [& ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 0 n 0 0 0 0' DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX AIRCRAFT CABLE VEHICULAR BARRIERADAX X FULL HEIGHT STEEL FENCING 16 r-__--__, AD 31 I I I CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 11 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O 2 0 N Q U z Q Q z v F w w U) w LO V_ Lid 06 LO Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should n reasonably be aware. Written instructions addressig such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. 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I K /v-_\/ /-_ / ``/♦ \/ ` ` in n /\.\-_\/ I iN \ \-vNMhM__vNNv�i /- 1 1 ---------J1 co \ C, T/� \-,\ a A N IIIIIIIIII1III1IIIIIIIIIIIiIIL IIIIIIIIIIIIIIIIIIIIIIII1I1I `,-= -!�` LJ L --------- - ------- crnv o zo / OPEN T BELOW / /-/// r--------- ------- I / �`,,IIIIIIIIII�IIIIIIIII �-\-, / Fh '` ' `IIi \ ao --IIIII `:-/♦-- - LJ 06 12-0622 6 12-02_2612-062 "9 2612-06" 2'-2" 6" 12'-0" 6" 2' 2" 6" 12'-0 8 1/2" V-6" vh/\ v Jr- - - - - - - - - - - - - - - - --------- co ---_. -�`�fi�_-/�II1IIIIII -- in --I�J cor) -- / F-I - -`/�,IIIIIIIIII -\/ -\ - - - - - - - - ------ co CV) I \ LJ I I c\ � N 12'-0" L 3' 2" L 12'-0" 3'-2" 12'-0" 3' 2" 12'-0" 3'-2" 12'-0" L 3' 2" N 12'-0" 11-2 1/ '1'-6" 2'-4" V-6" 1'-3" 16'-4" 30'4" 30'-4" 16'-3 1/2" 5.5 72 (!.2 (8. 5(8. 7 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2"CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND \ DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10"O.C. U.N.O.) AD-XX NONE 1 ■ 1 3-HR RATED FIRE WALL :■ 1: 1111NINE 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB \ ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 0 n 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE 12 12 o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX AIRCRAFT CABLE VEHICULAR BARRIERADAX X FULL HEIGHT STEEL FENCING 16 AD 31 I I CONCRETE COLUMN X I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 11 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR ElDIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED 0 A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O 2 0 �.J J Q U z Q z^ v F LU Nw I..L U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. ARcy�TF No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\-� License Stamp RETAIL AND TENANT STORAGE ENLARGED PLAN - LEVEL 2 J Q H �M W ZD Cn U W 2 U z Q ^J 1r n V J U_ CN N O N RETAIL AND STORAGE - LEVEL 21 SCALE:3/16"=1'-01 1 COPYRIGHT BUILDING A A5-53 &nbs City Council  23 – 159 12/6/2022   UP 11] CN 0 0 CR5 CS CT I I I ELEV Al d1�9 o I HrnaNl�c I I I I M I I I I I I I I I I I I I I I I I I I I M I I I I I I I to \y// 1 1 0. I 24_7. //I`\ I 12'-41/ 1n9" L I 1 9' 10" 2._8" 6'_6" 3Y I q 1 I I 1 1 I I EC � I ELEV A2 ---- M �- I j Bo L-- - m D�DIIL "v I r-- 1 _ �- o I Tl 9 1 0Dr__Ec I I I I I I - - - - ---------� I I ♦ -� �1 1 � �-- I I I I TV I • ' I I I -- _ I I I - I I I I M M N LEASING OFFICE -� -- I I '•' 1 I I I 1 r�- I I I 01011 • � r-- I I I -- -� 010 1 �-- I L-- I I ------- 1 I I I v L-- I 00 I I GORRI XZ71 1 VENTIL _C1 I N1L_�- I IT 1 1 /� CT 6-2 3 1 �71J_�C]L _I_ \ ,\ I I LID r N 1 I I I - I = 21'-5" 7'-2" 10" 11'-9" 1 1/2" 1'-3" L '-11 7/8" 1 15'-8" " 2'-10 5/8" 2'-10 1/2" I I I I v I I 711 V 0 iv O O I � I I 1 I I 1 1 1 I I -----J I I I I I 1 1 I I I I 1 I I I 1 I I I I I I I I I I I I I I I I iv I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 I I I I I I I I I I I I I I I - M OD 11 " 18'-0 1/2" 3'-10 7/8" M F_ I _ � I I I M FITNES 1 1 I I I I I I I - o a, V LJ fV (V O ih LO o� M v io I I `? M fV R i N I I _________� LJ N -- --- 1 1 -----------------------J I I I I 1 0' 16'-0" 3'-5" 3'-5" 16'-0" 5'-5" 1'-6" 3'-4" 6' 4" 1'-0 1/2" 9 /2" 4'-7 3/8" 2'-10 5/8" 2'-10 1/2" 17'-91/2" 4'-5" 2'-71/2" 3'-9" 1'-4" 2'-01/2" 14'-1" 3'-71/2" 12'-2 1/2" 6-4 7/8" (8.5) (8.l (?.6 9.7 10.10.2 10.3 11 �).2 11.5 11.7 12 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10"O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. 0000000❑ 12 12 0 t7 n 0 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE 0 0 AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X ------------- AIRCRAFT CABLE VEHICULAR BARRIER AD-XX 16 FULL HEIGHT STEEL FENCING - AD-31 I I I ��CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i O 2 O N Q U Q z Q Q z U) F W NwN U) I- W LO V_ LLO 06 LO V_ Nt W No. Date Description H W ZD U) U LU 2 U z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ED ARcy'lTF' LL N N No. C29795 RENEWAL DATE AUGUST 31, 2023 9TF OF C A\ License Stamp o LEASING & AMENITY ENLARGED PLAN - LEVEL 1 LEASING AND AMENITY - LEVEL 1 I SCALE: 3/16"=1'-01 1 COPYRIGHT BUILDING A A5-54 &nbs City Council  23 – 160 12/6/2022   UP 11] N 131 CS CT ELEV Al I r�-- I I I I I 019'-101/2" R =� -- '-2" -- I r\ ce) � '-8 3/8" I I ,/ 30'-3 1/8" I / \ I I 1'-7" 9'-10" 2'-8" I\ ' I \\ 6'-6'ycli /II , IL- ---, U-)-- - JI I T___4 L ECIo ---- \ I I ----A ELEV A2 ---- �- r I ---------------- II/ TIDF [�D I I / L r-- I I I I � -- / I I Ll \ I I I / a -7 M R OOM 9 \T zo L J (O r-- I -, I I \ I / \ I \ I I I I r---- I I \I m I \ / I IDS \ �\ \\ OPEN TO,BELOW SR ROOM LA V- ---- N / - r- I I rl- II \ I,..I, I I 0U/ I I \ / ao oIo II / YOGA STORAGE °' L`= \ \ r--------- --- -----, I I I I I I I r-I--- I I I I I I I I \ I I I I \ -- \-- \ / I I I I I I I I ip E11- L______ __ ___ _____J / " co YOGA STUDIO \ / \ -- --A I ------ / j CORRIDQR�----- I �\ I I 21'-5" 7'-2" 1p'-51/2" 7/ " /' I 0'-0" " 2'-105/8" 2'-101/2" VENTILATION A / I I SHAFT N I C, \ I ZIL X \ --------- \ --------- _______ J / _________ _____ L--------- ---- - ib \ � / \ 7 -2" 18'-9 1 /2" 3'-10 7/8" / M C / OPEN TO BELOW / M \I I I I I I --------- I -- I I I I I I I ` LJ I I I I I I N - I I - - 7- - I I - - - I 77 I I �� ' - ' N / L___ ____ ____J , L_________ M /o \ I LO / , I I io C? M \I v / I ---- -- --- r-- ---- -------7 l -- ------ -------- o I / I C? a0 I I I I C I I I I sv I I I I _ N N - - - - - - - - - -� �� '-0' 16'-0" 3'-5" 3'-5" 16-0" 5'-5" 1'-6" 3'-4" 6'-4" 1'-0 1/2" 9 /2" 4'-7 3/8" 2'-10 5/8" 2'-10 1/2" 2'-7 1/2" 3'-9" 1'4" 2'-0 1/2" 14'-1" 3'-7 11T 12'-2 1/2" 6-4 7/8" 5'-9 1/8" 4'-5" 17'-9 1/2" 8.5 (8.7 (?.6 9.7 14..,2 10.3 11 112 11.5 �).7 12 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD-XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f- DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10"O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB [E] ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. 0000000❑ 12 12 0 n o 0 0 0' DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX - �- CONCRETE TOPPING SLABIL X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X AIRCRAFT CABLE VEHICULAR BARRIER FULL HEIGHT STEEL FENCING - AD 31 I I I ��CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS �3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) ElEV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF O 2 0 Q U Q z Q z U) F w U) W LO V_ LLO W LO V_ Nt No. Date Description H m ZD U/ U LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARClyl LL G��SED N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF GF C License Stamp o LEASING & AMENITY ENLARGED PLAN - LEVEL 2 LEASING AND AMENITY - LEVEL 21 SCALE: 3/16"=1'-01 1 COPYRIGHT BUILDING A A5-55 &nbs City Council  23 – 161 12/6/2022   BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD-XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. ELEV Al ELEV Al I 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE &LOCATION OF FRAMING AND PLYWOOD SHEATHING I I B) SPECIAL NAILING AND BLOCKING REQUIREMENTS L4I I1101I 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR I I i i I BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER I I I I I I I I I I I I I I I PROTECTION SHALL BE EXTENDED TO THOSE AREAS. _________ _-� L-----_ �----- I � I ___ _ � L-_ i 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR I IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL — i ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. L J i 1 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION _ i L— J - i i THROUGHOUT. 3Y 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) I i i i 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD 31 ELEV A2 ELEV A2 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO r - ---------------, I I D F I--------- I SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. I I II I \ ------------ ' DD I L_ I 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR \ SECURITY AND SAFETY. / ------- fi-------J f 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM \ r777771 =44 a DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. I I I I I BUILDING PLAN LEGEND 0 0 M R ooM I \ I I L J , • I I L I I X DOOR SYMBOL A7-10 A7-20 \ I I I I I I I XX WINDOW & STOREFRONT SYMBOL I I I A7 30 A7 40 / I I I I FD FLOOR DRAIN - SEE PLMB . \ I i I I � I7=1I I ry FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X \ I I FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH AD XX I _ LOCAL FIRE AUTHORITY. \ r I I I I - _ • IDS DOWNSPOUT .r I '• ; I I I .r I f— DIRECTION OF SLOPE 1/4" / FT U.N.O. / I L____ __________J 1DS \ i WATERPROOF TRAFFIC COATING X AD XX "I / S R ROOM X OPEN TO,BELOW � CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD-XX \ LEASING OFFICE 3-HR RATED FIRE WALL - - 2-HR RATED FIRE BARRIER I 3 I O CONCRETE WHEEL STOP AD-31 � i Q SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. \ / / YOGA STORAGE \ " • f SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS / FS = FINISH SURFACE \ �______ _____ ---- nn , -6" TOC TOC =TOP OF STRUCTURAL CONCRETE SLAB I I I I I I TO CURB =TOP OF CURB ACCESSIBLE PARKING SPACE 17— I F ------T ------ +--- -- ---------- - : ;. CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;;?'r�� LEVEL TO SLOPE ' GO RR I VENTI L < SLOPE TO LEVEL -X DEPRESSION TO SLOPE L___________________J 'H T SL_AF__-- I \ I T MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR I AFF IN ALL OTHER LOCATIONS OF GARAGE. \ YOGA STUDIO / 10000000�12 12 DETECTABLE WARNINGS, MIN 36" WIDE ��np�oo AD-01 AD-31 / \ I ® X WATERPROOF TRAFFIC COATING AD XX =� �- CONCRETE TOPPING SLAB X =_T-_r (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) A -------- ------------------- r------------------ - --- FRAMED WALL 35/8"METAL STUDCORRIDgR I VENTILATION � V 3 FRAMED WALL -6"METAL STUD �U FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURBSHAFT J / 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE .71 CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL -A xx ------------- AIRCRAFT CABLE VEHICULAR BARRIER =4 ADAX /I L-------------- - FULL HEIGHT STEEL FENCING 16 / / I ��CONCRETECOLUMN X I iCOLUMN CAP AD-XX I L J OPEN TO BELOW I ' \ KEYNOTES -------- -----,------- -_________ -_______ I FITNESS I I I \ "I I I I i I I I LINE OF FLOOR ABOVE / i \ 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS ------------- RETAIL PARKING SPACE I I/ I GUEST PARKING SPACE , I \ i ❑5 EV READY SPACE (FUTURE) __________J — ---------------'� J I 6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 \ \ I � / / \ i �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 I ` i \8❑ I 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 � I 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 ---- -- ----� r-- , r A. MOUNT BOTTOM OF BAR AT 8' 2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR - / - J 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 zzF STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION --- — — — — — — — — 13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF L_ CONCRETE SLAB ABOVE. ____ __-----------------------------J 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB LEASING AND AMENITY - LEVEL 2 REFLECTED CEILING PLAN SCALE:3/16"=l'-0 2 LEASING AND AMENITY - LEVEL 1 REFLECTED CEILING PLAN SCALE:3/16"=l'-0 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF i 0 Q U Q z Q z U) LU U) w LO V_ Lid 06 V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARcy�TF No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\-� License Stamp LEASING & AMENITY ENLARGED REFLECTED CEILING PLAN J Q CH GM W ZD Cn U W 2 U z J r 1n V U_ CN N C) N BUILDING A A5-56 &nbs City Council  23 – 162 12/6/2022   COPYRIGHT U CLUBROOM - LEVEL 41 SCALE: 1/4"=1'-0" 12 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000❑ 12 12 o 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX ------------- AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 r_______, AD 31 I I CONCRETECOLUMN X I COLUMN CAP AD XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARC y�TF \ tic No. C29795 RENEWAL DATE AUGUST 31, 2023 or, C A\-� License Stamp CLUBROOM ENLARGED PLAN - LEVEL 3 J Q CH GM W ZD Cn Ise W 2 U z J 1rn C U_ N CN C) N CLUBROOM - LEVEL 31 SCALE: 1/4"=1'-0" 1 1 COPYRIGHT BUILDING A A5-60 &nbs City Council  23 – 163 12/6/2022   UDC MICRO LLI DM REF (2)WARMING DRAWERS CLUBROOM REFLECTED CEILING PLAN - LEVEL 41 SCALE: 1/4"=1'-0"1 2 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X -- CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 � CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS = FINISH SURFACE -6" TOC TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS �?X" DEPRESSION F;r?ii� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000� 12 12 ❑ o o 0 n n n DETECTABLE WARNINGS, MIN 36" WIDE ❑ a ❑ � AD 01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX ------------- AIRCRAFT CABLE VEHICULAR BARRIER X AD-XX FULL HEIGHT STEEL FENCING 16 r_______, AD31 I I ��CONCRETECOLUMN X I I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4] GUEST PARKING SPACE 5❑ EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7� CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK I N V LDS' 1'INIEN' I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARcN�TF \\�o �0 No. JDATE RENEAUGUS of CAS\ License Stamp CLUBROOM ENLARGED REFLECTED CEILING PLAN J Q CH co W D U) Ise W 2 U z J 1rn C Of U_ CN CN CD CN CLUBROOM REFLECTED CEILING PLAN - LEVEL 31 SCALE: 1/4" -0"1 1 COPYRIGHT BUILDINGA5�61   City Council  23 – 164 12/6/2022   BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. I •• + •1 •• •+ •• 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. ALL ALL 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. I I I I 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. I " " I I POOL RESTROOM - 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX I i i I I I 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY EXHAUST SHAFT 8. WITH CBC 803. I I I I I 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. LU S P I SPLUMBING, 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED IL ACCESS PANELS WITH SELF CLOSING DEVICES. ALL _ _ F_ -1 ( 11. PROVIDE ACOUSTICAL ASSEMBLIES PER AD20 I I I 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. HVAC I I m I — — I 18 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD 22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. I I ° OI O 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING ° B) SPECIAL NAILING AND BLOCKING REQUIREMENTS OI O t \I/ 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR + BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM � I /I\ IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER -- ° PROTECTION SHALL BE EXTENDED TO THOSE AREAS. I I 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR ° . _ -7I IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED \i/ AND APPROVED. IIK /I\ K �IK 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. r 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) IK 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 I II 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO fA I II SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF,FEC X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT n f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. I I I I L L J X ::1 � WATERPROOF TRAFFIC COATING AD-XX --J - CONCRETE TOPPING SLAB X AD-XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) 3-HR RATED FIRE WALL 1 1 1 1 1 1 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO OF B CLUBROOM STRUCTURAL FRAME - LEVEL 4[61 SCALE: 1/4"=1'-0" G ACCESSIBLE PARKING SPACE ACCESSIURBBLE PARKINP CONCRETE STRUCTURAL SLAB TRANSITIONS �? DEPRESSION LEVEL TO SLOPE SLOPE TO LEVEL DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 70"MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. I I Ili I I I ❑000000� 12 12 ❑pnnnnn1 DETECTABLE WARNINGS, MIN 36" WIDE I I I I I I El 0 AD 01 AD 31 I I I II II ill II III II ; POOL RESTROOM X WATERPROOF TRAFFIC COATING ADX I II I i EXHAUST SHAFT ABOV CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) Axx METERS LL1�SP FRAMED WALL - 3-5/8" METAL STUD_,UETRICAL �------\ 1 1 FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB II 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE I° IlI CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL XX II II °\/ ------------- AIRCRAFT CABLE VEHICULAR BARRIER ADX-XX jtIIIIII;I - +rIIIIIII /\ DX-3X FULL HEIGHT STEEL FENCING 1 -------� I �CONCRETE COLUMN X CLUBROOM COLUMN CAP ADXX E L J I TR M KEYNOTES I 1� LINE OF FLOOR ABOVE I U/C I 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS (2)WARMING MICRO DNV �W-' LREF DRAWERS �3 RETAIL PARKING SPACE I TRASHRECY I OMENS I I I 4� GUEST PARKING SPACE I TROO ° O I ❑5 EV READY SPACE (FUTURE) j o 6❑ EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 I I �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 I o I o 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 I `--- 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR u B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR I 00 I o ; 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 30/ 12 EXPANSION JOINT, REFER TO SHEET AD-33 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF 0 I a CONCRETE SLAB ABOVE. ""- � - ,_ I I I - � I 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB L—------------- 11% MIN. —,"—" ,, 9/o MIN. ----------------------------------------� L---- ----�---------- --____--------------------___— 11 --- J "—D I L— 9 0 MIN. ---- ----- ---- ----------� ,, RAIN 2 o MIN. 2% MIN. — , �- \\ \�C � O GO/ \AIAI CLUBROOM STRUCTURAL FRAME - LEVEL 3 SCALE:1/4"=1'-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?I EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F LU w U) w LO L JJ W LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARCy'T No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\- License Stamp CLUBROOM ENLARGED PLAN - PRIMARY STRUCTURAL FRAME J Q H 00 Z) U) U W 2 U (N CN C) N BUILDING A A5-62 &nbs City Council  23 – 165 12/6/2022   COPYRIGHT U BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER A[ 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FEC FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH X AD XX LOCAL FIRE AUTHORITY. • IDS DOWNSPOUT f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS �? � DEPRESSION / LEVEL TO SLOPE SLOPE TO LEVEL 1�01 X" DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑000000� 12 12 n n n n n n n DETECTABLE WARNINGS, MIN 36" WIDE AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX ------------- AIRCRAFT CABLE VEHICULAR BARRIER X ADAX FULL HEIGHT STEEL FENCING 16 r_______, AD 31 I I CONCRETECOLUMN X I COLUMN CAP AD-XX I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE ❑5 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVIDS'1'?1 EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. D ARC y�TF \ tic No. C29795 RENEWAL DATE AUGUST 31, 2023 or, C A\-� License Stamp ROOF DECK ENLARGED PLAN J Q CH GM W ZD Cn Ise W 2 U z J 1rn C U_ N CN C) N ROOF DECK - LEVEL 71 SCALE: 1/4" -0"1 1 COPYRIGHT BUILDING A A5-63 &nbs City Council  23 – 166 12/6/2022   MAILROOM O MAILROOM O SEE DETAIL 5/AD-02.1, TYP. BUILDING B MAILROOM - INTERIOR ELEVATIONS I SCALE: 1/4"=V-0"1 6 BUILDING A PARCEL ROOM - INTERIOR ELEVATIONS I SCALE: 1/4"-1'-0"1 5 0X Z Q Q I o U Z w Q Z � MwQ F_ I I I I I I I L - - LOBBY OB SEE DETAIL 5/AD-02.1, TYP. LOBBY OD SEE DETAIL 5/AD-02.1, TYP. LOBBY OA SEE DETAIL 5/AD-02.1, TYP. BUILDING B MAILROOM - LEVEL 1 1 SCALE: 1/4" -0"1 3 BUILDING A PARCEL ROOM - LEVEL 1 I SCALE: 1/4"-1'-0"1 2 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX • DS DOWNSPOUT f— DIRECTION OF SLOPE - 1/4" / FT U.N.O. X WATERPROOF TRAFFIC COATING AD-XX X - CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) AD-XX 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD-31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. FS �' SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F;rT'ri� LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. 12 12 10000000:1 o 0 0 0 DETECTABLE WARNINGS, MIN 36" WIDE o AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X ------------- AIRCRAFT CABLE VEHICULAR BARRIER ADAX 16 FULL HEIGHT STEEL FENCING AD 31 r_______, I I ��CONCRETE COLUMN X I I COLUMN CAP AD-XX I I I L J KEYNOTES 1� LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 3 RETAIL PARKING SPACE 4� GUEST PARKING SPACE 11 EV READY SPACE (FUTURE) 6� EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 �7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8❑ 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9❑ ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF 0 N Q U Q z Q Q z U) F w w U) w LO V_ Lid 06 LO V_ Nt W No. Date Description CH G W ZD U) Ise LU 2 U z J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARcy'lTF' LL G��SED N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF C A\- License Stamp o MAILROOM ENLARGED PLAN & INTERIOR ELEVATIONS BUILDING A MAILROOM - INTERIOR ELEVATIONS I SCALE: 1/4"=V-0"1 4 BUILDING A MAILROOM - LEVEL 1 1 SCALE: 1/4"-1'-0"1 1 COPYRIGHT BUILDINGA5�64   City Council  23 – 167 12/6/2022   TY 3.4 4 4.3 I lUN A- R'T- G_ I C.2 II��IIIjn II��III�■ pl�li�ll,JIM l� .. . I II FFEC srAwRWIDT 5-s va• LANDING 3 3.2 3.4 4 4.3 A WiLLr G— U i r C.2 _ -All ■ lie, 19!1 is. i—■' I____ HISI'I�® �!W6I�� MINM I ll ilip Ell R.W. r-D sre• 4,STAIzUS DrH LANDING (5)11•T LANDING STAIR KEYNOTES S�I STFELCxANNEESTRIxGER oROE SLIPHEDFREDA5r ISTANTCONCTREADAMDRIGER oSTAR UNDING STAIR CONSTRUCTION ❑IN z GDOO STRINGER- REFER TO STRUCTURAL PLANS PLNWOOD TREAD AND RISER OWOODGRARBECLANDING REFERTOSTRUCTURALPIANS ORCBC 1012.2. —.4.5 OOSO GUARD�42-MN HIGHORALING� RINGS$ FCEUSOAISPHERE CANNOT PASS s,° sTAINWnr FLOOR NUMBER SIGN (SEE SIGNAGE DWcs FOR MORE INFO) H 7AFTUE FLOOR DESIGNATION SIGN (SEE SIGNAGE DRUG FOR MORE INFO) s12 TACTILE EXIT SCAN RISE SIG,AGE DWGS FOR MORE INFO) s,s STANGnK-CusSI 0 METALGATEGR,R��PERCRC1(GB8 TEDSTEEL MIN HIGH BE Oft SLABOR STNR STRINGERS PROVIOE,14 SO.,BGAUGE WIRE MESHAS oH RRIERGUARORAIE 21 H 819 C TIN-11 CONCRETE STAIR s20 DASHED ARC INDICATING 44' GEAR PATH ABOUT STAIR I HANLI PER CBC 1011.2 ODASHED ABC INDICATUG4 CLEAR PATH ABOUT STAIR I HANORNL PER CGC 1011T ON SEEK H MROG UTDING PLANS UMSAFETY RNLS(PGWDEROOAT OS TIR 529 PIANWMDASHEOATO ESS BC. THANONE HALF TS REOU REOWOTH. CLEARS PACE SSHOWN ON I STAIR NOTES STAIR PLAN LEVEL 4 1 SCUM-11-1•ar1 4 1 STAIR PLAN LEVEL 2 1 GGALE:,I4•-,-D•I 2 1 3 3.2 3.4 4 4.3 SINCL ING RUN C.2 0 F `F[ a . ■flKl I�� Ilallilll�� Imo®�m MIKE �■�■� I��.. ® - ail il1�:11 1r�� STAIR WIDTH R LANDING (5)11UT LANDING ,TR STAIR PLAN LEVEL 3 1 S LE:,N•=,� C.2 3 3.2 3.4 4 4.3 r-11 X 1z,. , sraR vIDTH SS rem: , FBI*r[t O a �.�ir. �i I TO it III■ ll�ll®II MIN.® STAIR PLAN LEVEL 1 LEGEND qPE 0 STANDPIPE NG ® L(S WOOD STUD FRAMING ® CMUWALL SEE STRUCTURAL 0 CCNCRETE WNL GEESTRUCTUNAL HEIIGHHTT AS INDICATEDCUBAIN PGLµ�EXTEWCA RCEMENT AILI1EROV�ERSLEXIRO OED MET.ENLARGED�FLORREAXR�TES KITH EXTER GR WALL OPENINGS.SEE ENLARGED PLAN REFERENCES FORWALLFRE-RATNGSANDCETALHEFERENOHEE, LOCATIONS ANO F RE AC_ ANALvs S, SEE ETS AO„THRU AN 25. :. FOR HARCWARNe OCATioNs seES EE-Psao 3,auo.5 sONBAND DDDR PANG Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0. CLLI G N�N O r) z Q I a No. Date Description F m U) Y U w U H Of lZ gUR W c cs N N * xo. cxsTss * O ANWEST'i,°iov= CV s if OF CALAfGP � License Stamp o STAIR Al ENLARGED PLANS   A5-70 City Council nbsp;23 – 168 /6/2022   STAIR KEYNOTES OSTEELCHANxEL STRINGER o, RECE SLIPRES� ISTANTPRECAATNCTREADANDRISER oSTAR LANDING. STAIR CONSTRUCTION O9KW00DSTxINGER. REFERTO OTURALPUNS TREAT o WO�RADING-REFERTOSTRUCTURA.PANS EJF-RESSTRNT WARNING —M AT TOP APPROACH AND BOTTOM oPHA BG,°,,, B. OTMRNGH IN HIGH AILING dOPENINGS SPACED SOAA SPHERE CANNOT PASS oSTAB -Al FLDDRNBMBERSIGN ISEEBIGN,GE..FOR MORE INFO) S11 TACTILE FLOOR GESIGNATON SIGN (SEE SIGNAGE CWGS FOR MOPE INFO) S,1 TACTILE EXIT SIGN (BE E SIGNAGE OWLS FOR MORE INFO) s,s STANDPIPE cussI DALTERNATING TREAADSTAIRPREFABRIATDSTEEL 0 METAL GATE BARRIER MRCD,GZBB S❑,B G s❑11 oc RsusaR STAIR STRwGERsrftovTDE,N SG..BS..EWREMDHAS s,e awRIER WANDftML zrn 5,9 CAST-IN-PIACECONCRETESTAIR 0 wsHEDARcmDlcnnxG 44cLEMPATx AEoursTAIRrHANGwL.PDcec,aN.z OWSHDARCINDICATNG4B CLEMPATHABO —IIRIx.' UL,PENCBC,S,I.z SHOSABOX NTES III r GG lOSHA o YER°OmNAsEEHw �EMINGMSAFETYRAILs(PDWDERCOAT oTOULDER HANONFHwFITSREWINDWIDTH CLEGINSPACE°SSIORGIN PLAN WIN GASHED — STAIR NOTES FOR TYPIULSTAR DETAILS , REFER TO T, N THE LARGEST ND SMALLEST TREAD DEPTH SHALL NOT EXCEED HE OUT OR SINN IBETWANYEEFLIGHT ORAT I SEOP DO FROM NE UNDERSIDE OF THE HEADING EDGE OFF THHE LEADING c E NOSING) OF NIT NEAGE S_ PRGECTftNCT MORE THANI"INCHES BEYONDTH TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOGDF A FLIGHT. HANDRAILCONHNUIIY', HANDRWLCAIPPING SURFACES SHAILSE CONTINUOUS,WRHOUF i LTA suRFaN"ceoa sHesil aico�Nrmxuousro�iNEE HAHANDRAL OFANAAniACENPOTSTARRUGHT AT SHALL EXTEND —A WIDTHF eEroxome IN BonoM RIs o}nEa�Pxe STARE NOT CONTINUOUS AIRS AM Coxrwuousmom URNS NO TO LANDING, MR RAL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. EX R ENCLOSUREPDEIRATINS', PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT R IRED EXIT GCORS, SPRI— PI PING, WAYS, FORREFIW RE DEPARTMENT COMMUNIGTION SYSTEMS AND EUCCURICAL EN'AYB)SERVING THE EXIT ENCLOSURE. THERE SHALL BE NO PDJACEMFONNS OR DOMMUNICATgN OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN RENCLOSURES. STRIPING FOR THE VISUALLY IMPAIRED:INTEMOREARSTAIRWAYSSHALLIUVETHEUPPER S IS ON N ALL ARA F EL T0, ANO NOT BgRE iHAIN NC,NINCH FFROM, TH E NOSE OF ME STF➢5 UPPER APRPOACH AND SHALL BE OF A RAL AT SAT LEAS THE OTHER 01 BE PTABLE AIL DIMENSIONS ARE TO THEE FACE OF STUD, CMORSHALL LLRETE ASEOCCURS. U.N.C. LEGEND PARKING PARKING GARAGE FL GARAGE STANDPIRE la I z%WDIR STUDFRAMING DSTUD FRAMING ®CMU WALL. sEESTHUCNR4 CMJ— CONCRETEWALL SEESTRUCTURK PARKING . �2 $ PARKING EXTENT IF EXTERIOR CEMENT II -ASTER FINISH GARAGE — GARAGE Ix sr sDFFI o q30 PD GNP.D.CEILIN.BELOW FATED FL00RIDEiLIxGEAOVEft Ev SUUEU MEHENTET CU _RN. La H oaT, AREA. ALLGPENINAR D �a�LEARRDNAREa ---- _ B DIAMETER TURN AROUND SPACE ENLARGED PLAN REFERENCES PARKING GARAGE PARKING GARAGE Nwnu FFRE-RATINGS AND DETAL REFERENCES FIRE ExT rvculsnER LOCATION— FlREAccEss ANALvsIs, SEE sxEETS A411Txxu Aa25. H RGW RELGCATIO s;SEEs EETTE�;,N a EXIT SIGNS NDDGNPANIC ........' 1 1 sx0 FL T.o.uxowc PARKING — GARAGE SS sB u PARKING aw GARAGE s,a i rcm ' rc 9 w ,Sr DTO SLAB urA ON GRADE _--- ' STAIR SECTION BGAE,)4 ,•-0. 3 STAIR SECTION 21 STAIR SECTION GDALEI,H•=1.-0. 1 �1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED] OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Of LULU G LL 00 L Z 2 I J a No. Date Description 1-- 2 m (n Y U W U Z a wa a..,.,. �..�..�..� Cn ILL c �sg\1R ARry yf C� N CV * xo. cxBTDs * O AUMou`sri,°sms N 9lf OF CAL\f�?P OL License Stamp o STAIR Al SECTION   A5-71 citycouncil nbsp;23 – 169 /6/2022   STAIR KEYNOTES ,„ ,\„ y/1 y ,\„ �/I ,\„ y/I y O IFARIcHArvNEES,RIRCG V V V OIPIECE SLIPRESISArvTPRE CASTCONCTREApnxD RISER ASTJ �3J O STAIR VNOIxG:STAw cOrvsmuC110N O3K WOOD STRINGER - REFER TO STRUDTUIVL PUNS PLYWOUDTREADANDRISER OWOODIFFAMEDILANDING REFERTOSIHUCTUMPUNS OSLIPAESISTA RNINGURIVEATTOPMPROACHMDBOTTOMTREND �— �— ❑ NUGECTz NMnIG�� IOTHPER IaGPERGBGIBI:.:.Mx.<. � � � � ❑IN GWOPENIxG SVAC WA4'SPHERECANNGTP S B U SAlRWAY FLOUR NUMBER SIGN (SEESIGNAGE SPUD FOR MORE INFO) III 51, TACTILEFLOORDESIGNATIOx SIGN ($EESIGNAGEDWGSFORMOREINFG) s,z TACTILE EXIT SIGN USE SICINAGE DwOS FOR MORE INFO) s,8 9 ONDPIPE-OU99I ALTERGANGSTREADSTAIR. PFEFABNICATEDSTEEL v c m 5 s�,s M TAL GATE BARRIER PERCEC mna 0 G II ARDwnS ar MIN HIGH Edoc Maxr:o nooRBsi'C'Ns:nLRRTRa=D BO hoDE l�ia sa ecAUe mne MTEH As GT ODASxEOARC NDICARxGaaSCLEM DAM ANDInsTA -- - J RIHAND T 59 RUL PERCBC 10112 DASHEUANC NDCARNGNFCLEARPATTIAROW—RIHANDRAI PERCEEMILD — BB _ __ 3❑31 x IFHp.`1SI TBEGRALDBM CONPLIANT D DM SAFETY s s 0_ R LBIPDWDER D T ME _.; AsEESTAINR00FLENELFORGP P w HEDASHED TOLUMRAT ON PITS=RDwIDTDUN . DL RBPA EISSHOSTAIRWNON D C C STAIRNOTES R DB:LLTREDBURFACEBBHLLBEELIP—IS—TREADSSHALLGGE:Moo„ G IS AND NO ABRUPT EDGES AT THE U-NO. ROUND OR D ED :G ;r OxIFORMBaE NDBHAPE. HETOLE - C c HEIGHTORBEtttl ME EURGES SMLLLESTTREADDEPTHSHMLNOTE%GEED 0.315INCH INANYEL OFSTAIGE ns TREAD PFCFILETHERAOIUSC£THELTINGEDSEOFTHETR SA -LBENOT GREATERTHAN D.5INCH. BEVEUxGOF NOSING SHALL NOT EXCEED DSINCH. RISERS SHALL ----- - -------------------� TIRE SOL OVEATANANGLE NOi MCRETMINE0 GREEBFROMTHEVERTICAL.THE GE(NGOING) OF TREADS SHALL PROJECT NOT MINE THAN 1.25INCHES UNIFORM BEYONDTHE TRIAL BELLW ONOALLPROTECTIONS E THE FLOOR ADING EOGES SHALLBE. I INCLUDING THE LEADING EDGE OF HANDEA CONTINUITY', HANDRWLCAIPPINGSURFACESSHO,LBECOMIN000SFYnTHOUF UCTION S nR s RFAACEOR`RSSHALL E aW1N000sro IEEHn TRALOFANAUGACExT STAIR FLIGHT LAG TAIRWAYSIN�HEIREeTL SET'S NC E _ONGTNE_WHERE nesrniasA�ne connrvuoUus ao INTOTHE =MG. THE INNER FAIL SHALL BE CONTINUOUR AND NEED NOT EBTENG OUT EXR ENCLOSURE PENETRATIONS', PENETRA110NS INTO AND OPENINGS THROUGH AN EXIT ENILOSIRE AGE PROHLITED EXCEPT R REWIRED EST DOORS, SPHINNUER PIPING, NOT USED A 6 STAIR PLAN LEVEL 5 GALE.II<=1 4 STAIR PLAN LEVEL 2 �ALE.1I^=, D• 2 CAL �E AY S �IIN�FHEE:IrE� L�D�TT„"ZUSNIA IENS.'I"B AD3 RATONA ON COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN EXCLOSURES STRI PING FOR THE VISUALLY MPNREO' INTERIOR EXIT STAIR WAYS SHALLHAVE THE UPPER APPROACH 8.8 8.9 9 8.8 _TM AT LEAST AS SUPHIR �T> 8.8 8.9 9ER OR EX AST3 �1T3 OUPLIPPERPER APPIR1LLELATOg LTAIEW R RE SHELL NUDNOTMALL ETAND SHALL BE OF NATER ALEND TH FUII LL WIDTH IF THE GFTHE IIDST. THE OTHER DS THE STAR A PAGFED STRIPE BE I> I ALL DIMENSIONS AREOTONEFACEOFSND LMUOR CON RETEA9EOCCURS. U.N.O. I I j VM ME R, ,'°, LEGEND -- -- A- �- q�. 4 BT xDPIPE -- 3X<WOODSTDDFRAMING _ ------ _ --- _ ® 2X5WOODSTUDFRAMING _ ® CMUWOLL BE RU URAL 'Lv �CONCRETE WALL -SEE STRUCTURAL m z ROOF HAT CHWI TER FINISH GUARDRAILAND J HEIZT' PDICCA ED LAATN WIT DERDC.I N WA SELF -CLOSING \ PS xT CA �NR4i 0 CRIC EXTENT EXTERLON CEMENT LANIS P =-_ ___= j iER SOFFrtoR BT DDIMm�PPEDF o I INDICATES AT CMOENTR PLASTER ASSEMBLY SUFFIT LL OPENINGS. FEEENLARG D -- r- - 90'4I' CLEAR FLOOR AREA 53 =u' L_ DWAETER TURN AROUND SPACE ENLARGED PLAN REFERENCES • G ,. FOR wAILFIRERATINGGArvo DETAILREFERENCFSRREExnHGUISHER LDCATpN3ANDFREADGE35ANALYssSEE SHEErsAB„THRDAD�S jHARDWARE OCAL-SINCLUDING o3,A"NaG EXTBGNG xDDDDRPANG C 4 -- r, P 1 ---------- --- i � fl i fl STAIR PLAN ROOF LEVEL GGAA�,IN•=,'-0' 5 STAIR PLAN LEVEL 3, 4 BGALE:I =1 3 STAIR PLAN LEVEL 1 SALE ,I<=1'-D• 1 ■I■I=■ ■_ 1 i iWl I\ lif 3P' � ,Inl 1 2 1 _� ? 3 i ■ � .11111111111111 ,LIIIIIIIIIx_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III I I II II Il��u lllii�iiiiirll Il�ilil�ll i 11, �lil�l■III E E E E = g= E -■ EI I III 1 i 1 i Illliiui�ll I�Il�ii® III ' lll�ll�ll iiiilil� ��II�11�11 E `__ I`� L■ � IIIIInnnnll r+11xI1III11IID dill Ilfiilli�ll� Ifii7i�ll E IR4 �u,�I��—..nnnnnnnm 1 1 III.. '......I � Ill�iliijill - 1!� 1111�i�i �Illirilrrrll 1 II■11�11 E � 11111111111111 nna i IIIII�/®® III Il�li�ll 1 Iliilii�ll i Iliill�i�ll _ 1 Architecture +planning 17911 Von Karmen Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer L: D OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 a I J No. Date Description CFC L m Cn Y U w a N N N s9rF OF CAL\fpe� O License Stamp o STAIR A2 ENLARGED PLANS A5-72   City council nbsp;23 – 170 � /6/2022   zra_ELsuaEEGO�_ _ _ �LsveEDvsFi_—_ _ SrHF SV@EL44R__—_ _ STAIR A3 SECTION IG ALE:,I,•= TYPE IIIA STAIR A2 SECTION STAIR KEYNOTES S�i STEELCHANxEE STRINGD 01 ECESLIPREGISTANTFREC,BTGNCTRADANDNGER oSTAIR UNDING.STAIRCDNSTRUCTIDN O1WGODSTRINGER. REFERTOSTRUCIURALPUNS o WO� RAMEDLADING-REFERTOSTRUCR,RM.PANS EUFRESSTRNT WARNING -PE AT TOP APPROACH AND BOTTOM oHAND GBGIDZI. B. P ❑� TMRDDGH IN HIGH RAILI G dOPENINGS SPACED SOAA SPHERE CANNOT PASS oSTABRWAYFLDDRNDMBERSIGN (BEEGIGx,GE..FOR MORE INFO) 511 TACTILE FLOOR GESIGNATON SIGN (SEE SIGNAGE GWGS FOR MOPE INFO) 511 TACTILE EXIT SIGN (BE E SIGNAGE OWES FOR MORE INFO) s,s sANDPIPE cuss) DALTERNATING TREADSTAIRPREFAERICATDSTEEL 0 METAL GATE BARRIER MRCD101BB ❑,° MARDVALL - Q. MIN HIGH BAR TOP IND 1111M I IT" III III AT I Edoc RsusaR STAIR STRwGERsrxovTDE,w SD..BS..EWREMDHAS s11 awRIER GUARDRML zrn 51S CASTINFPLAMCONCNETESTNR ODASHEDARCINDICATNG44-CLEMPATHAEOU IIR,HANDR L.PDCKIt l.1 QWSHDARCINDICATNG4S CLEARPATHAGO —IIR,HANDRUL,PERCKI, ll.z S1, KNOASOX COFEH o 1ERsEI �OE Er GMSAFETYPAILS POWDERCOATHAAI NWIHM S RGTHE THANONFHALFITBREGDIRDWIDTH CLEARSPACESSIORGION PLA I STAIR NOTES HE OUT OR IN BEANYTWEEN FLIGHT LARGEST ND SMALLEST TREAD DEPTH SHALL NOT EXCEED 4, TREAD IRIFILE. N E PAID US IF THE LEADING EDGE " THE TREAD SHALL BE NOT ORDLE SF STABRS. LOP DOFROMNE INDERSME OF THE HEADING EDGE OFF THE LEADING c E NOSIAT NG) OF FREAGE NCT SHALL PRGECTTHIN - ftNCTEEI= THAN LTHEVEss wcHDICAL E BEYONDTH TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOPDF A FLIGHT. 5. HANDRALCONRNUIIY', HANORAILGRIPPING SURFACES SHAILSE CORTINUOUS,WRHOUT a suF�kuaxs�FDRFNTEFGHTRaceoasicormoroiRHANALOANAAl-NTTARuT A IE�N IlGHTS THE HARD-1 SHALL EXTENDTREAD WILTHL eEroxo me BonoMRISER, —RE THE ARE NOT 11TINUOU1 -IRS All WKI INCHES, moM _ NO TO LANDING, THE INNER RAL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. T. EX R ENCLOSUREPDEIRATIONS', PENETRATIONS INTO All OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROH BITED EXCEPT R REWIRED EXIT ODORS, SPRIN%LER PIPING, STAN_ ELECTRICAL AND ELECNICAL EWAY(S) SERN(NGIHE EI%ORE ENCLOSURE THERE SHNLS NNGOYGTEMS PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN B. STRIPING FOR THE VISUALLY IMPAIRED:INTEAIOREXIT—IRWAYSSHALLHAVETHEUPPER P Cl ARANELTO,ANONOTBgRE iHAIN "NINCH FFROM, THE NOSEOFIF 'ENCIE MESTF➢S OR UIPER APPROACH THE ITR RE SHAUL END THE FULL — E STEP OR UPPER ARFAOACH AND SHALL BE OF SA RAL AT SAT LEAD P. �DIMBSIONS�ETO�E�EOF�D,CMUOR�NC�AS�URS.U.NO. LEGEND �.4 STANDPIPE ® zx OUSTUDFRAMwG ® CMUWALL. SEESTRUC 0 CONCRETEWALL SEESTRUCTURAL EXTENT OF EXTERIOR CEMENT ILASTER FINISH GHERG1AS INDICAEDI NI PLANEXT FPTOELMENTPL�AWMRASSTOVERRET%TRUSED EMETALNUFGF,,OCC SAT CBS ES WITH FXMN.R WNL OPENINGS. SEECLEAR RLDOR AREA ENLARGED PLAN REFERENCES ,. LOCATOrvs Ao FRIA c sAANALlYSN SEE sx ETFIRE BIT 'I "S A4n THRU AaaER s. 1 xGR EX AROWAHELOCATIOxs, SEE SSHEETTSAoa, THRU Ao'sEXIT SIGNS AND DOOR PAN Ic �1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED] OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Of LULU G LL 00 L Z 2 I J No. Date Description F m (n Y U w U Z a H ir ILL c �sg\1R ARry yf C� N CV * * O m. N 9lf OF CAL\f�?P O License Stamp o STAIR A2 & A3 SECTION   A5-73 city council nbsp;23 – 171 /6/2022   STAIR KEYNOTES S�i STEe CHANxEL STRINGER oECEBMPREBIBTANT�E—OCNGTREADANDRIBER oB BRI-MNDING.SOURCONSTRUCTION ❑A VKWGODETRINGER REFERTOSTRUCTURALPLANS OPLYWOOD TREAD AND RISER OWOCD FRAMED LANDING REFER TO STRUCTURAL PLAYS FV] KIRGESISTANT WARRING NJIGISHE AT TOP APPROACH AND 30— TREAD O P RCBC IH2.2. MW(. 45 jECT ❑o T�IRIROUGH MIN HIGH°F4ILEDING °OPEN NGSB FCEDE0n4' SPHERECANNOTPASS s10 SARwnY FLOOR NUMBER SIGN IEEE SIGNAGE DWGS FOR MORE INFO) 511 TACTILE BOON DESIGNATION SIGN (SEE SIGNAGE DNGS FOR MORE INFO) s1s T ILE EXIT SIGN (SEE EIGNAGE—FOR MORE INFO) s1a STANDPIPE CussI oAL RNATINGTREAD STAIRPREFABRIATENSTEEL oMETAL DATEB,RRIER PER CEc1D,3D ❑,B GJAREBIALL - Q. MIN HIGH s❑11 oc DR susaR STAIR STRINGERSND PRavIDE lr4 sD..e GADGEVGREMEEHAG QCARRIER GDARDRAL z, H oCAST IN PLACE CONCRETE STAR ODASHED ARC INDICATING 44' CLEAR PATH ABOUT STAIR I HANDRAE PER CBC DU I.Y OGASHED INDICATING 4 CLEAR PATH ADOUTSTAIRI HAM— PER CBC 1MI Lz KNOXBOX o YRCOF IEI ATE �° aRIM„ILAr�EMINGMGPETYRALSS1-ERCDAT oTHANONFH.ITBREDDBDWBTH GLERBP EISED H—M PLANMNTH-Eo N I STAIR NOTES NOT USED I F.ALE —1 C'I 6 I STAIR PLAN LEVEL 3, 4, 5, 6 1 GCALE:...... 1 3 1 r P.7 I I I 11.2 11.5, 11.7 STAIR PLAN ROOF LEVEL I S°ALE114'=11 I I I (s11N uNDING T I I I I L---------------- - - - - - ---------{---------_ rt----1 --- Q 2 I I I 11.2 B 11.5 11.7 13 STAIR PLAN LEVEL 7 I s- MI n ® ® m ®®m 1 �iille �r " �1V � STAIR PLAN LEVEL 2 STAIR PLAN LEVEL 1 HE OLD OR 0 37 5 INCH INANY EN THE LARGEST ND SMALLEST TRE<D DEPTH SHALL NET EXCEED FLIORDLE SF STAIGS. EE D°FROM THE UNDERSIDE E OF THE LEASING EDGE OFF THHE LEADING c E NOSING) OFTREADB NET SHALL FG.ECTHAN - T NOT MwtE iHHAN 12, NA - BEYOND TH TRFAD BELOW ANDALL PROIEC LIONS OFTHE LEADING EDGDSHALL BEOF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOPCF A FLIGHT. B HANDRALCONTINUITv', HANDRALG INGSURFACESSHNLBECOMINUOUS,ITHOUT B. SURFAACCEOR SHALL HAL BE CONTIxRVOLS TO THEE HANROFANL OF AN A➢NCENT STAIAF GH lAT TREAD VOUTHL NGUTHE NNERIGA L BE CONTINUOUS AND NEED NOT EXTEND OUT ux°ws.ONSTAIR—WHERE ANDRALIAGINDICONTINUOUSEE EN PLIGHTS THE HANDRALE SHALL EXTEND AT L�o HE BorrEOMi IR sOaGGHEREPxesTnlaeARE co.1NUOUS FROM INTO T, EX R ENCLOSURE PENETRAROxS. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT REM RED EXIT DOORB, SPRINKLER PIPING, STANDPIPES, ELECTRICAL NAGEWAY(N FOR FIRE DEPARTMENT"'UNICATION SYSTEMS AND ELECTRICALE—E)SERVING THE EXIT ENCLOSURE (HERE SHNLBE NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN B. STRIPING FOR THE VISUALLY IMPAIREDpINTERIOREXITSTAIRWAYSSHAL IW1vETHEOPPER GNACUL ANEL TO, AND NOT AgNE THANI INCH FROMOR UPPER APPROACH THE ITR ME IN- ENITHEFUL Di ENOEOFFT THESERS9, ALL DIMENSIONS ARE TO THE FACE OF STLID, CMU OR CONCRETE AS OCCURS, U.N.G. LEGEND 4STANSPIPE SASSDOOGTUDFRAMING ® zXBwODDSTUDFRAMING ® CMUWALL. BEESTRUCTURA o CONCRETE— BEESTRUCTURA °�° 1I�CA;EO ��R°ORC��N PEIASTER--UED ENLARGED"FU°N9U OR E%T°EfnEB YnTH E%TERgR WALLGPENINGB. BEE CLEAR FLOOR AREA 0 DARETER TURN AROUND SPACE ENLARGED PLAN REFERENCES GZ�%�NEGLANAUY�SNSSI CLUDING OOMPANT USAMS, EXIT SIGNS AND DOOR PANIC CA SEE SHEETS ASLO THRU 10D WALL I RE HAT NGC AND OF— REFERENCES FIRE "S"C' 'HE' Architecture + Planning 17911 Von Karmen Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer F.I] OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0. LULU G O a O 0) U Z Q z C0 w w x U) IT uj Ln SO 06 Ln a I J No. Date Description CF L m U) Y U w U Z a _ H �G �SEDeMARCyA ILL eMR oy N v� N * Nam B * o nuIN"ra Em nDioRii N ?P 9�OF CAl\fOR O License Stamp o STAIR A3 ENLARGED PLANS A5-74   City Council nbsp;23 – 172 /6/2022   STAIR KEYNOTES S LCHANNELSTRINGER o, IELESLIPRES�ELAST ISTANTCONCTREADANDRISER oS AIRLANDING BEAIRLGNSTRDLTION ❑IN 2X WOOD STRINGER -REFER TO STRUCTURAL PLANS ORISER OO WOODFRD AMEDLA INGREFERTOSTRULTURALPNxs L ORCK,112.2. MAX.C.S O= IN HIGH RAILIN.IOPENINGESPALEDSGA<SPHERELANNOTRASS S,0 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE SAGS FOR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (BE SIGNAGE RAGS FOR MORE INFO) 513 TACTILE EXIT SIGN PEE SIGNAGE DWGG FOR MORE INFO) STAnDPIPE 0 GTT AL TREAD STAIR: PREFABRICATED STEEL 0 GERARRIER PER L,DB ❑META GA 'srFE ------------® ERIOPAxBGDTGM� BwI H,wDPAMT,HAGP4 oEN�M 1G1SETALTRGRDEd of FLOOR B�V SE GAGES A I FillNOTED �\\I'i a RRIERGDARDHAIL.21 H ' < y\ ... ..'.. '.. ASHIJANFINFONC ED AAC INDICATINGu'CLFAR PATH ABOIDSTAIR, HANDBALL PERCBC,U,1.2 DASHED �___c-�rrrrarrrrrr¢r rT _______ " " %______ - - � i L --- _Jap _--r -T-,'—� �- -- - - - - — —_ _ _p—_ •'..:. :' - ... .AGT _._ i i 5 - _—_ _—_---F--- - _ - - - - -- -, --- _-- 1 ANC INDIOATRETESTAIR Incaa•CLEARPAm ABOUT STAIR , nnrvoRALL PER cec mnz SEE eunDlrvc PLANS O OOFHATCH SAFETYPaLSIPowDERcaAT YE L;w ASEEs nwNTEC_ . srzE hT �NODFLEVELDRwExlrvc ,E rvOT RErvuM QPE EReauIRED saR of TLwnoxE HALF ITS REGUIREDWDTx. cLEARSPACE IssnoWR Gn Q _ MIN PUNIw Tx OnsnEONAACLEss 1 1.6 2 2.1 5 S19 ST S2 S1 58 SB ,(s•TrR 5.2 STAIR NOTES 1. FGRTYPIc>LSTAIRDETAILBBREFERTO i1 Aces SNAIL BE SLIP RESISTANT. TREADS SHALL HAVP SMOo RDDDEDORLHAMFEREGEXPOSED EDGES AND NDAGRGPTEDGES ATTHE NOSING . HEIG TOR rvAry EGxT LARGEST ANDSMALLEST TREAD DEPTH SHALL NOT EMCEED LENIHNI.E�GGELGI TIEREAD SILL BE "SOTHA ERTIOALOR�oP oOFROM MEUNDERSIDE OFTHEULEADINGEOGEOF ' NCH R USTHETREAS ATM( LEADING EDGE (NOSING) OFA"GLE TREADS SHALL PPRO EC�TNEOr ES MRCRE TTHALi 125INCHE LHESE BEYONDTHE TREADBELOWANDA PRGIECTIONSOFTHELEADINGEDGESSHALLBEOF UNIFORM SI INCLLSINGTHE LEADING EDGE of THE FLGGRATTHETGP of A FLIGHT. INT[RaUPCONNE"IU EFLI'N I.".rn'ca oEEmUcEIIG LLs DGNTINUOus. A,THDLN Ew GUARD OR THE WALXwG SURFACE ORSHALL BE LOW NUOUR To THEHANONUL OF AN ALACENT STAIR FIT HT. AT =NGTHBEYO N THE BOnOM RISER�WHERETHESTAIRSARE CONTINUOUS FROM OT -DING, THE-- GEOCINFRNUOUSANDNEEDINOTEATENDOLT INTO FIRE LANDING. EXITENCLOSUNEPENEIRARONS'. PENETRATIONS INTOAND OFENINGSTHROUGHAN EXIT ARE RREOUIREDEXR DOORS, SPRINI4ER PI PING, IkTULEwa"(S;EDRFIREDPARMENTHERESHALLBENO'SEMS STAIR PLAN LEVEL 2 GALE.,,,-, D• 2 ADPI R; WAYSH SERVING THE EXR ENCLOSURE. THERE SHALL BE N TIONSORCOMMUNICARONOPENINGSWHEIHFAPROTEL ORNOTBEIAEEN DE STRI PIN FOR THE VIS W LY MPNREDINTERIOR EXR STAIR WAYS 5HALL HAV E THE UPPER �PSLACEo PA LSLTO. AND Nm MOREi2HAN,INCHMFROM, THE NOSE Lf P4HE '"91S OR UPPER APPROAIH THE STRIPE I D THE FULL IDTH IF FIRE STEP OR 'HAT IS AT LEAST AS . .1SESISTANTAS 9 ALL DIM ENSIONG ARE TO THE PNEE OF STUD, CMU OR CONCRETE AS OCCURS, ONO LEGEND *SF. o STANDPIPE © 2XS WOOD STUD FRAMING P.4 • .': ® F,--- / Y' ® CMUAAL SEE STADOTUR 0 LOSCRETEAALI SEESTRUCTURAL Ex Ex of eRloxcEM NTP ERFIxIsx M HATcxTC _IELOPENsoFFLTOR EIEXTENES EXTENT OF ExTERIon ncAs ERI Nft PLASTER RATED EM TPLLSTeRG AS" 'USED iIS E,r BEIES XTR ESEE MOROSE P.5 — .. ./ r „ � YMTH ExTeRloxwAL DING LOBB NEI wcs. SEE METAL E PUNGRD PLAINS FOR EXc P.6 — )✓ LFARGFIROo AR�Low R _ __ _ _� � _ _ 1 --- -- --- - - -I- --I- -I WDI ME ERTGRNARGGDBPALE ENLARGED PLAN REFERENCES IIIII MIN Y_ ,_ --`-'--`-,__`_'_ _ - ------ 513 11 `-'--`-'-'-`-'--`-'--`- --'--`-`-'--`-' FORBRINRE LocAnorvSINELDINGTSAoa,THRUAwSITSIGNS ANDD. 2. SIGNS AND DOOR PANIL HAREXN 1.6 2 2.1 5 5.2 STAIR PLAN LEVEL 1 SOLE,(<-, 1 Architecture + Planning 17911 Von Karmen Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer EL7 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 a I J a No. Date Description H m fn Y U LU U Z J o tl, U) ILL G�OU ARµ 2rcf' CV 3 CV * * O sT s1 N sov = s9jF OF CALAfG� � License Stamp o STAIR A4 ENLARGED PLANS A5-75   City Council nbsp;23 – 173 /6/2022   UPDNFEC15'-7" RUN(17) 11" T7'-3"LANDING6'-6 1/4" 4'-0" STAIR WIDTH 4'-8 3/4"7'-5"LANDING23"MIN12"MIN11'-3"31'-2"11'-3"1A5-7755.1QP.6P.5P.4S7S5S4S8S9S1322AD-716'-6 1/4" 4'-0" STAIR WIDTH 4'-8 3/4"7'-5"LANDING23"MIN12"MIN11'-3"31'-2"11'-3"7'-8"1A5-7755.1QP.6P.5P.4S14S13S7S5S4S8S922AD-71UPDNFEC4% M3% 15'-7" RUN(17) 11" T7'-3"LANDING4'-10 1/4" 5'-8" STAIR WIDTH 6'-4 3/4"7'-5"LANDING23"MIN12"MIN11'-3"31'-2"11'-3"1A5-7755.1QP.6P.5P.4S7S5S4S8S9S1322AD-711A5-7755.1QP.6P.5P.4ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE10AD-61.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSTAIR A4 ENLARGEDPLANSA5-761.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR PLAN LEVEL 3SCALE:31/4"=1'-0"STAIR PLAN LEVEL 7SCALE:21/4"=1'-0"STAIR PLAN LEVEL 4, 5, 6SCALE:41/4"=1'-0"STAIR PLAN ROOF LEVELSCALE:51/4"=1'-0"NOT USEDSCALE:61/4"=1'-0"NOT USED City Council 23 – 17412/6/2022  CORRIDORCORRIDORCORRIDORCORRIDORCORRIDORUNITUNITUNITUNITUNITRESTAURANTRETAILCOURTYARD6'-8" HEAD CLEARANCE 9'-1"3RD FL T.O. SLAB - PODIUM LEVELT.O.PL7TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.4TH FL SUBFLOOR10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 2ND FL T.O. SLAB1ST FL T.O. SLAB ON GRADET.O.PL5TH FL SUBFLOOR6TH FL SUBFLOOR134.42' FF122.66' FF144.50' FF10'-0 3/4"± RISE VERIFY 18 EQ 6.71" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 11'-9 1/8"± RISE VERIFY 21 EQ 6.72" RISERS 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 9'-1"9'-1"9'-1"8'-11 1/2"10'-1"11'-9 1/8"ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATES18S2S9S8S14S3S8S3S5S9BEYOND3AD-71.13AD-711AD-713AD-711AD-711AD-71.16'-8" HEAD CLEARANCE CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSTAIR A4 SECTIONA5-771.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR SECTION City Council 23 – 17512/6/2022  S9LVUPDN 6.5%9'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"18'-4" RUN (20) 11" T 6'-1 27/32"6'-9"11'-3"23" MIN 6 31/32"17'-5"1A5-794678AB.1ABBB.1C4 1/32" 6 1/2"S8S7S4S5S1322AD-719'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"15'-7" RUN(17) 11" T 8'-10 27/32"6 1/2"6'-9"11'-3"23" MIN 12" MIN 7'-1 1/2"2'-5 1/2"LVDNUP1A5-794678AB.1ABBB.1CS9S8S7S4S5S136'-10" LANDING 8'-5 11/32"LANDING 22AD-71LVDN9'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"15'-7" RUN(17) 11" T 8'-10 27/32"6 1/2"6'-9"11'-3"12" MIN 7'-1 1/2"2'-5 1/2"1A5-794678AB.1ABBB.1CS13S76'-10" LANDING 22AD-719'-7"4'-0"STAIR WIDTH4'-10 1/4"4'-8 3/4"15'-7" RUN (17) 11" T 8'-10 27/32"6 1/2"6'-9"11'-3"23" MIN 12" MIN 7'-1 1/2"2'-5 1/2"LVDNUP1A5-794678AB.1ABBB.1CS9S8S7S4S5S136'-10" LANDING 8'-5 11/32" LANDING 22AD-71STAIR B1 ENLARGEDPLANSA5-781.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:41/4"=1'-0"STAIR PLAN LEVEL 5CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSCALE:31/4"=1'-0"STAIR PLAN LEVEL 3, 4 City Council 23 – 17612/6/2022  PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGEDN 6.5%TYPE IIIATYPE IA10'-1"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.T.O.PL.6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 2ND FL SUBFLOOR12'-2 7/8"± RISE VERIFY 21 EQ 6.99" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERSS18S8S9S5S3S3S81AD-71.13AD-71.1CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSTAIR B1 SECTIONA5-79SCALE:11/4"=1'-0"STAIR SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEEL City Council 23 – 17712/6/2022  UPUPUPUPUP4'-3" STAIR WIDTH 3'-10" STAIR WIDTH 11" RUN(1) 11" T6'-11"LANDING12"MIN23"MIN5'-6" RUN (6) 11" T 4'-2 5/8" LANDING 12"MIN23"MIN5'-5"STAIR WIDTH11" RUN (1) 11" T 6'-8 1/2"4'-7" RUN(5) 11" T1'-7 1/8"3'-8"STAIR WIDTH4'-1 3/8" LANDING 15'-0"4'-3"17'-0"15'-0" 6'-2 1/2" LANDING 2'-6 9/16"5'-1"LANDING2'-9" RUN(3) 11" T5'-2 7/16"16'-4"9'-0"1A5-81B223A5-812A5-812021AB.1CD23" MIN 12" MINS8 S9S1S7S2S13S9S19S19S9S8S7S7S7S19S89"22AD-71UPDNUP4'-7" RUN(5) 11" T12"MIN23"MIN4'-2 5/8"LANDING4'-1 3/8" LANDING 5'-6" RUN (6) 11" T 4'-2 5/8" LANDING 7'-4" RUN(8) 11" T4'-2"LANDING4'-4"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-7 1/2" STAIR WIDTH3'-8" STAIR WIDTH 17'-0"17'-0"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"8"3'-8 13/32"10'-7 19/32"1'-4"7'-0 3/8"LANDING1A5-8122202123" MIN 12" MIN 4'-1 1/4"AB.1CDBS8S9S1S7S2S1322AD-71UPDNUPSTAIR B212"MIN23"MIN4'-1 3/8"LANDING 5'-6" RUN(6) 11" T 4'-2 5/8"LANDING 3'-8" RUN(4) 11" T4'-2"LANDING5'-5 1/4"LANDING12"MIN23"MIN3'-7 1/2"STAIR WIDTH3'-8"STAIR WIDTH 17'-0"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"3'-8 13/32"10'-7 19/32"2'-6 3/4"LANDING1A5-812220214'-7" RUN(5) 11" T4'-2 5/8"LANDING3'-8"STAIR WIDTH17'-0"7'-0 3/8"LANDING23" MIN 12" MIN B.1CDBAS8S9S1S7S2S1322AD-71DNUPFEC4'-1 3/8"5'-6" RUN(6) 11" T 4'-2 5/8"LANDING 3'-8" RUN(4) 11" T4'-2"LANDING12"MIN23"MIN3'-8"STAIR WIDTH3'-7 1/2"STAIR WIDTH 17'-0"16'-10 1/32"15'-0" 15'-0"4'-4 9/16"11'-11 7/16"3'-8 13/32"10'-7 19/32"8'-0"LANDING1A5-8122202123" MIN 12" MIN B.1CDBAS8S9S1S7S2S135'-5 1/4"LANDING22AD-71STAIR B2 ENLARGEDPLANSA5-80CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL 1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3SCALE:41/4"=1'-0"STAIR PLAN LEVEL 4 City Council 23 – 17812/6/2022  PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGE6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE T.O.PL1ST FL T.O. SLABON GRADE12'-7 11/16"± RISE VERIFY 22 EQ 6.89" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10 9/16"± RISE VERIFY 2 EQ 5.28" RISERS 6'-8" HEAD CLEARANCE 2ND FLT.O.LANDING3RD FLT.O.LANDING4TH FLT.O.LANDINGS8S9S2S33AD-716AD-711AD-712'-4"± RISE VERIFY 4 EQ 7" RISERSS19 S8PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGE10 9/16"± RISE VERIFY2 EQ 5.28" RISERS S9S8S19STAIR B2 SECTIONA5-81CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSCALE:11/4"=1'-0"STAIR SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:21/4"=1'-0"STAIR SECTIONSCALE:31/4"=1'-0"STAIR SECTION City Council 23 – 17912/6/2022  FECLVLVUPUPDN 2%UP23"MIN12"MIN4'-7 1/4"LANDING8'-3" RUN(9) 11" T19'-10 5/16"12'-7" 2'-9" RUN (3) 11" T19'-10 5/16"4'-0"STAIR WIDTH7'-10 1/4" 1'-4 3/4" 6'-9 3/4" 23'-1" 4'-5 1/4" LANDING 4'-5 3/4" LANDING 4'-0" STAIR WIDTH 7'-5 9/16"7'-4"2'-9" RUN (3) 11" T 23" MIN 12" MIN 4'-3 1/4"1A5-831819S4S9S8S7S5S1323" MIN 12" MIN 22AD-71LVLVUPUPDN23"MIN12"MIN6'-1 9/16"LANDING4'-7" RUN(5) 11" T1'-4 1/4"7'-4"19'-10 5/16"12'-7" 4'-5 1/4" LANDING 2'-9" RUN (3) 11" T 4'-5 3/4" LANDING19'-10 5/16"4'-0" STAIR WIDTH 4'-8 3/4"3'-1 1/2"4'-3 1/4"6'-6 1/2" 18'-8"4'-7 1/4"LANDING7'-11 5/16" RUN(9) 11" T4'-0" STAIR WIDTH 1A5-831819S8S9S5S7S4S1323"MIN12"MIN23" MIN 12" MIN 22AD-71LVLVUPUPDN6'-1 9/16"LANDING4'-7" RUN(5) 11" T1'-4 1/4"7'-4"19'-10 5/16"12'-7" 4'-5 1/4" LANDING 2'-9" RUN (3) 11" T 4'-5 3/4" LANDING19'-10 5/16"4'-0" STAIR WIDTH 4'-8 3/4"3'-1 1/2"4'-3 1/4"6'-6 1/2"18'-8" 4'-0" STAIR WIDTH6'-1 9/16"LANDING6'-5" RUN(7) 11" T15'-2"4'-8 5/16"23"MIN12"MIN9'-10"2'-9"1A5-831819S8S9S5S4S13S723"MIN12"MIN23" MIN 12" MIN 22AD-71LVLVDN12"MIN7'-4"19'-10 5/16"12'-7"19'-10 5/16"4'-8 3/4"7'-4 3/4"6'-6 1/2"18'-8"6'-1 9/16"LANDING6'-5" RUN(7) 11" T4'-0" STAIR WIDTH 12'-6 5/16"23"MIN9'-10"2'-9"15'-2"4'-8 5/16"1A5-831819S8S9S5S7S4S13S722AD-71STAIR B3 ENLARGEDPLANSA5-821.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3, 4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL SCALE:41/4"=1'-0"STAIR PLAN LEVEL 5 City Council 23 – 18012/6/2022  UNITUNITUNITUNITUNIT12'-4 3/8"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PLT.O.PL.T.O.PL.6'-8" HEAD CLEARANCE 2ND FL SUBFLOOR6'-8" HEAD CLEARANCE 6'-8" HEAD CLEARANCE 13'-5 5/8"± RISE VERIFY 24 EQ 6.73" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 6'-8" HEAD CLEARANCES8S3S5S93AD-71.12AD-71.11AD-71.14AD-71.1UNITUNITUNITUNITUNIT10'-9 13/32"9'-1"9'-1"9'-1"1ST FL T.O. SLAB ON GRADET.O.PL3RD FL SUBFLOOR4TH FL SUBFLOOR5TH FL SUBFLOORT.O.PLT.O.PL.T.O.PL.6'-8"HEAD CLEARANCE 2ND FL SUBFLOOR11'-10 21/32"± RISE VERIFY 21 EQ 6.79" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE 6'-8"HEAD CLEARANCE T.O.PL9'-1" 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 10'-1"± RISE VERIFY 18 EQ 6.72" RISERS 2'-3 23/32"± RISE VERIFY 4 EQ 6.93" RISERS ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATES14S8S3S5S9S18S8S9S53AD-71.11AD-71.16'-8"HEAD CLEARANCE CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSTAIR B3 & B4SECTIONA5-83SCALE:11/4"=1'-0"STAIR B3 SECTION1.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:21/4"=1'-0"STAIR B4 SECTION City Council 23 – 18112/6/2022  FECLVUPDN23" MIN 18'-4" RUN (20) 11" T 5'-2 3/4"5'-2 3/4"10'-0"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"10'-0"6'-0"4'-0"1'-1 1/4" 2'-9" RUN (3) 11" T 29'-10 3/4" 7'-6 3/4"19'-1 1/2" 12" MIN 23" MIN 2A5-83910NS9S5S4S7S8S1322AD-71FECLVUPDN12" MIN 7'-0 3/4"4'-9 1/4" LANDING 10'-0"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"10'-0"23" MIN 6'-0"4'-0"1'-1 1/4"16'-6" RUN (18) 11" T 29'-10 3/4"5'-8"4'-4"N2A5-83910S9S5S4S7S8S1322AD-71FECLVUPDN12" MIN 10'-0"10'-0"23" MIN 6'-0"4'-0"7'-0 3/4"5'-8 1/4"LANDING 1'-1 1/4"15'-7" RUN(17) 11" T29'-10 3/4"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"5'-8"4'-4"N2A5-83910S9S5S4S8S13S722AD-71FECLVDN10'-0"6'-0"4'-0"10'-0"4'-0"STAIR WIDTH4'-3 1/4"4'-9 3/4"5'-8"4'-4"N2A5-837'-0 3/4"5'-8 1/4"LANDING 1'-1 1/4"29'-10 3/4"910S7S13S9S5S4S8S1422AD-71N2A5-83910ROOF HATCH W/GUARDRAIL ANDSELF-CLOSINGGATE10AD-61.1STAIR B4 ENLARGEDPLANSA5-841.FOR TYPICAL STAIR DETAILS, REFER TO2.TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH,ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING.3.TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OFUNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISERHEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED0.375 INCH IN ANY FLIGHT OF STAIRS.4.TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOTGREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALLBE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THETREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THELEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHESBEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OFUNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT.5.HANDRAIL CONTINUITY: HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUTINTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS.6.HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKINGSURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. ATSTAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILSSHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THETREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROMLANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUTINTO THE LANDING.7.EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXITENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING,STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMSAND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NOPENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEENADJACENT EXIT ENCLOSURES.8.STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPERAPPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALLTREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHESWIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEPOR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP ORUPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT ASTHE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.9.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O.STANDPIPESTAIR NOTESLEGEND-AD-71STAIR KEYNOTESS1S2S3S4S5S6S7S8S9S10S11S12S13S14S15S16S17S18S19S20S21S22HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 4.5"PROJECTION INTO REQURED WIDTH PER CBC 1012.8.GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASSTHROUGHGUARDWALL - 42" MIN HIGHSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/4" PICKETS AT 4"O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH ASNOTED ON PLANBARRIER GUARDRAIL - 27" HSLIP-RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREADSTAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO)TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO)STANDPIPE - CLASS ISTAIR LANDING : STAIR CONSTRUCTIONPLYWOOD TREAD AND RISER2X WOOD STRINGER - REFER TO STRUCTURAL PLANSWOOD FRAMED LANDING - REFER TO STRUCTURAL PLANSCAST-IN-PLACE CONCRETE STAIRDASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2KNOX BOX - SEE BUILDING PLANSMETAL GATE BARRIER - PER CBC 1023.8STEEL CHANNEL STRINGER1-PIECE SLIP RESISTANT PRE-CAST CONC TREAD AND RISERS20aDASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOATSAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZES23PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIRLANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ONPLAN WITH DASHED ARC.-AD-71.130" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACEENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALALTERNATING TREAD STAIR: PREFABRICATED STEELSCALE:11/4"=1'-0"STAIR PLAN LEVEL 1SCALE:21/4"=1'-0"STAIR PLAN LEVEL 2SCALE:31/4"=1'-0"STAIR PLAN LEVEL 3,4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL SCALE:41/4"=1'-0"STAIR PLAN LEVEL 5SCALE:51/4"=1'-0"STAIR PLAN ROOF LEVELSCALE:61/4"=1'-0"NOT USED City Council 23 – 18212/6/2022  ELEV A1ELEV A2IDFELEVATORMACHINEROOMLVELEV A1ELEV A21.3% LVELEV A2ELEV A1IDFELEV A1ELEV A2IDFLV ELEV A1ELEV A2IDFSTORAGE10.311M.4M.4LKH.86'-7 3/4"1'-0"10'-6 1/2"9'-3 1/2"14'-1"2'-8"9'-10"1'-7"11 1/2"8'-3"1"8'-1 1/4"8'-8"1'-5"9'-10"9"9'-1"5'-0"4'-1"4'-7"1'-0"5"10.311M.4M.4LKH.86'-7 3/4"1'-0"10'-6 1/2"9'-3 1/2"14'-1"2'-8"9'-10"1'-7"11 1/2"8'-3"8'-8"8'-8"9'-10"9"9'-1"5'-0"4'-1"4'-7"1'-0"5"6"2'-8"9'-10"1'-7"4'-4 3/4"4'-1 1/4"8 1/2" 1'-0 3/4" 1'-5"8'-1 1/4"1" 1'-0 3/4"5'-2"2'-8"9'-8"2"2"8'-1"4'-3"6'-5 1/2"1'-0" 1'-0 3/4"10"9'-2"8'-4 1/4"1'-0"7'-9 1/2"1 1/2"9'-8"4'-3"2"1'-5"5'-2"2'-8"9'-8"2"2"8'-1"4'-3"6'-5 1/2"1'-0" 1'-0 3/4"10"9'-2"8'-4 1/4"1'-0"3'-9 1/2"9'-8"4'-3"2"1'-5"5'-2"2'-8"9'-8"2"2"8'-1"4'-3"6'-5 1/2"10"9'-2"8'-4 1/4"3'-9 1/2"9'-8"4'-3"2"1'-5"7'-7 3/4"4'-1 1/2"4'-1 1/2"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALELEVATORS A1 & A2PLANSA5-90BUILDINGAHOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOORSMOKE CONTAINMENT CURTAIN COMPLYING WTH CBC 3006.3.5:SMOKE CURTAIN BY SMOKEGUARD PER M400. CONCEAL HOUSING IN DROPPED SOFFIT ORFLOOR / CEILING ASSEMBLY. SMOKE CURTAIN IS NOT REQUIRED WHERE LOBBY IS PROVIDEDOR AT LEVEL OF DISCHARGE. LINE JOIST BAY WHEN OCCURS IN FLOOR / CEILING ASSEMBLY.REFER TO BUILDING PLANS. PER CBC SEC. 713.14.1 EXP. #3.1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 150 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 150 FPM 3,500 LBS / 150 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"17'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4HOIST / SAFETY BEAM PER STRUCTURAL55 x5 x 12" STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER BY ELEVATOR MANUFACTURER24" x 84" GURNEY SPACE830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 150 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"SCALE:11/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 1SCALE:21/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 2SCALE:41/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 6SCALE:31/4"=1'-0"ELEVATORS A1 AND A2 - LEVELS 3, 4, & 5SCALE:51/4"=1'-0"ELEVATORS A1 AND A2 - LEVEL 7SCALE:61/4"=1'-0"ELEVATORS A1 AND A2 - ROOF City Council 23 – 18312/6/2022  FECELEV. B1ELEV. B2IDFFECELEV. B1ELEV. B2IDF2"9'-2"9"L109'-10"9'-4 1/2"2"10'-7 1/2"2"9"8'-11"5" 1'-1" 8'-1"10" 8'-1"6"9'-10"9'-4 1/2"2"10'-7 1/2"2"2"9'-2"9"L106"9'-4 1/2"2"10'-7 1/2"2"9"8'-11"5" 1'-1" 8'-1"10" 8'-1"6"9'-10"9'-4 1/2"2"10'-7 1/2"2"6"9'-10"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALELEVATORS B1 & B2PLANSA5-92BUILDINGBHOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOORSMOKE CONTAINMENT CURTAIN COMPLYING WTH CBC 3006.3.5:SMOKE CURTAIN BY SMOKEGUARD PER M400. CONCEAL HOUSING IN DROPPED SOFFIT ORFLOOR / CEILING ASSEMBLY. SMOKE CURTAIN IS NOT REQUIRED WHERE LOBBY IS PROVIDEDOR AT LEVEL OF DISCHARGE. LINE JOIST BAY WHEN OCCURS IN FLOOR / CEILING ASSEMBLY.REFER TO BUILDING PLANS. PER CBC SEC. 713.14.1 EXP. #3.1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 150 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 150 FPM 3,500 LBS / 150 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"17'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4HOIST / SAFETY BEAM PER STRUCTURAL55 x5 x 12" STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER BY ELEVATOR MANUFACTURER24" x 84" GURNEY SPACE830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 150 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"SCALE:11/4"=1'-0"ELEVATORS B1 AND B2 - LEVEL 1SCALE:21/4"=1'-0"ELEVATORS B1 AND B2 - LEVELS 2, 3, 4 & 5SCALE:31/4"=1'-0"ELEVATORS B1 AND B2 - ROOF City Council 23 – 18412/6/2022  TRASH /LOADING127.04'DN 4.5%DN1.8%DN1.5%DN4.5%RWFTRASHVESTIBULERWGRWGTRASHVESTIBULE5.25.56.24.433.445.16.1M.3ML.6LKJ.5JHG.9G.78'-3 1/4"2'-11 3/4"6'-3"1'-0"9"2'-0"13'-3"2'-3"3'-10"5'-1"11'-3"6'-2 1/2"26'-6 1/2"1'-1"13'-9"13'-10 7/8"2'-5 1/8"3'-0"16'-0"1'-0"10'-6"9'-7 1/2"5'-11 1/2"18'-8"16'-9"13'-2"8 7/8"8'-9 1/2"23'-2"3"6'-2"10"11'-4"9"2'-4"9"4'-3"1'-0"10'-3"32'-9"28'-0"9"2'-7 7/8"3'-11"3'-11 1/8"2'-8"8"4'-5"10'-0"12'-4"12'-4"4'-5 1/2"5'-11 1/2"1'-11"2'-9"2'-5 1/2"7'-1 1/2"7'-10 1/2"4'-5 1/2"2'-6"3'-8"3'-8"2'-6"12'-4"12'-4"4'-5 1/2"5'-11 1/2"1'-11"2'-9"2'-5 1/2"7'-1 1/2"7'-10 1/2"4'-5 1/2"2'-6"3'-8"3'-8"2'-6"2"2" 2"2"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALBUILDING A TRASHROOM PLANSA5-94BUILDINGATRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS8910ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALSCALE:11/4"=1'-0"BUILDING A TRASH TERMINATION ROOM - LEVEL 1SCALE:21/4"=1'-0"BUILDING A TRASH ROOM - LEVEL 2SCALE:31/4"=1'-0"BUILDING A TRASH ROOM - LEVELS 3, 4, 5, 6, & 7 City Council 23 – 18512/6/2022  RWTRASH /LOADING128.76'130.30'130.30'126.70'126.07'125.82'126.70'128.76'126.70'GTRASHVESTIBULERW G137.89'140.85'140.85'TRASHVESTIBULERW G147.97'150.93'150.93'TRASHVESTIBULERW GTRASHVESTIBULERWG158.05'161.01'161.01'FECTRASHVESTIBULE 1A5-971A5-971A5-971A5-971A5-971A5-981A5-981A5-981A5-981A5-9821201715KJ30'-0"31'-6"13'-0"2'-0"11'-0"10'-2"7'-2"13'-1"1'-1"24'-7"5'-0"5"11'-0"22'-10"8'-8"22'-1"7'-11"9"1'-0"16'-0"2'-3"9"7'-11"22'-1"31'-6"11'-0"2'-0"H.99" 9" 8'-9"9'-6"1'-0" 3'-5"6'-1"6'-1"3'-5"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"KJ1'-0"16'-0"3'-0"4'-8"4'-8"19'-0"1'-0"5'-4"1'-2"8'-8"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"KJ1'-0"16'-0"3'-0"7'-11"4'-8"19'-0"1'-0"155'-4"5"9"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"4'-8"6'-10"4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0" 4'-0"1'-10 5/8" 1'-8 1/2" 1'-10 7/8" 1'-10 5/8" 1'-6"2'-1 3/8"4'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALBUILDING B TRASHROOM PLANSA5-96BUILDINGBTRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS8910ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALSCALE:11/4"=1'-0"BUILDING B TRASH TERMINATION ROOM - LEVEL 1SCALE:21/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 2SCALE:31/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 3SCALE:51/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 5SCALE:41/4"=1'-0"BUILDING B TRASH ROOM - LEVEL 4 City Council 23 – 18612/6/2022  127.30'126.70'126.70'126.95'140.85'137.89'150.93'147.97'150.93'158.05'168.13'CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALBUILDING B TRASHCHUTE SECTIONSA5-97BUILDINGBTRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS8910ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALSCALE:11/4"=1'-0"BUILDING B TRASH ROOM SECTION City Council 23 – 18712/6/2022  CORR.CORR.CORR.CORR.PARKINGGARAGEPARKINGGARAGEPARKINGGARAGEPARKINGGARAGETRASH RM./LOADINGCORR.TYPE IIIATYPE IACCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALA5-98BUILDINGTRASH ROOM KEYNOTESTRASH ROOM NOTES1.FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT2.ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O.3.TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPOXYCOATING.4.WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSSENAMEL PAINT TO 6'-0" AFF.5.ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM.6.DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE.7.VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWERREQUIREMENTS WITH ELECTRICAL ENGINEER.TRASH CHUTE DOOR ACCESSIBILITY NOTES:1.MAXIMUM 5 POUNDS OPENING FORCE2.DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST3.DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATINGMECHANISMTRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES:4.DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SOTHE DOOR DOES NOT SLAM.5.DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING.6.PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 12 THETHICKNESS OF THE STEEL.7.PROVIDE VIBRATION ISOLATION OF THE CHUTE WHERE CONNECTED TO THE APARTMENT BUIDLINGEQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION.30" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDRUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUNDON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OFTHE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDESPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAYHEAD AND A DISINFECTING AND SANITIZING UNITINTAKE DOOR - 15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF-CLOSING,BOTTOM-HINGED, HAND-OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES.DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE".CLEANING ACCESS DOOR - 1-1/2 HOUR FIRE-RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES ORLESS , 15"x15" SIDE-HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TOSANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTEMANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER.WASTE, GREEN WASTE OR RECYCLE BINTRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATIONISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASONINDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTIONDISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPERFLUSHING SPRAY HEAD165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND ATFIRST INTAKEFLOOR DRAIN12345678910OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANSWALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOMTRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFYPOWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDERCOMPACTOR IS TO BE FLAT.HOSE BIB - SEE PLUMBING PLANS8910ENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.2X6 WOOD STUD FRAMING2X4 WOOD STUD FRAMINGEXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALSCALE:11/4"=1'-0"BUILDING B TRASH ROOM SECTIONBBUILDING B TRASHCHUTE SECTIONS City Council 23 – 18812/6/2022  10" MIN 34- 44" 38-40" 44" MAX 44" MAX 60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWAREDEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX 42" PREFERED 78" MIN PREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAENTRY DOORBINTERIOR DOORTEMPGLCFRENCH DOORDLOUVERED DOOREBY-PASS DOORDWELLING UNIT DOORSCHEDULEA7-00DWELLING UNIT DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"U1aU2aU3aCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALTYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSDOOR SCHEDULEA3'-0"6'-8"1 3/4"SCSGWOODSG20UNIT ENTRY DOORC3'-0"8'-0"1 3/4"SCSGWOODSG-PATIO DOOR, TEMPERED GLAZING, DEAD BOLT, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUEB3'-0"6'-8"1 3/8"HCSGWOODSG-BEDROOM, PRIVACY LOCKU4aB3'-0"6'-8"1 3/8"HCSGWOODSG-BATHROOM, PRIVACY LOCKU5aB3'-0"6'-8"1 3/8"HCSGWOODSG-CLOSET, PASSAGE HARDWAREU6aD3'-0"6'-8"1 3/8"HCSGWOODSG-WASHER/DRYER CLOSET, PASSAGE HARDWAREU6bD2'-8"6'-8"1 3/8"HCSGWOODSG-WASHER/DRYER CLOSET, PASSAGE HARDWAREU7aB3'-0"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU7bB2'-10"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU7cB2'-8"6'-8"1 3/8"HCSGWOODSG-COAT CLOSET, PASSAGE HARDWAREU8aE10'-4"6'-8"1 3/8"HCSGWOODSG-BY-PASS, 4 PANELSU8bE8'-0"6'-8"1 3/8"HCSGWOODSG-BY-PASSU8cE7'-0"6'-8"1 3/8"HCSGWOODSG-U8dE6'-0"6'-8"1 3/8"HCSGWOODSG-U8eE5'-0"6'-8"1 3/8"HCSGWOODSG-U8fE4'-0"6'-8"1 3/8"HCSGWOODSG-BY-PASSBY-PASSBY-PASSBY-PASSU2bC3'-0"8'-0"1 3/4"SCSGWOODSG-PATIO DOOR, TEMPERED GLAZING, INOPERABLE, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUEA. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7)11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.LABELS31.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.32.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.33.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.34.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.35.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.36.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION37.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.38.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.39.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.40.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.41.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.42.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22 City Council 23 – 18912/6/2022  10" MIN34- 44"38-40"44" MAX44" MAX60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWAREDEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX42" PREFERED78" MINPREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAFLUSHSINGLE / PAIRBFLUSH WITH LIGHTSINGLE / PAIRTEMP GLTEMPGLCSTOREFRONTSINGLE / PAIRDOVERHEAD COILING DOOR10"DOOR FACE TO BE FLUSH W/ FINISH @ADJACENT WALLS WHEN DOORS ARE IN THEOPEN POSITION.MAGNETIC HOLD OPEN & DOOR CLOSER.VERIFY DEPTH & ARM EXTENTIONS. INSTALLSHIMS AS REQUIRED @ DOOR EDGE IS 90° TOFRAME WHEN DOOR IS HELD OPEN.PANIC BARS @ PUSH SIDE OF DOOR RECESSED& INTEGRAL WITH DOOR PROTRUDING MAX. 1/8"WHEN THE DOOR IS IN THE OPEN POSITIONLEVER HARDWARE ON HOLD OPEN SIDE OFDOOR.EFIRE DOORSINGLE / PAIRFGATEGLOUVERED DOORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALBUILDING A DOORSCHEDULEA7-10BUILDINGAA. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7)11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.LABELS31.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.32.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.33.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.34.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.35.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.36.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION37.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.38.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.39.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.40.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.41.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.42.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22BUILDING A DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"A316A317A319DOOR SCHEDULEA320A321A322A323A401A318THIRD FLOOR CONTINUED LOCATIONTYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSBUILDING A DOORSXXREVISIONSDOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)A101A102A104C3'-0"PAIR10'-0"-ALFFALFF-DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURSB3'-0"8'-0"1 3/4"HMSGPHMSGP-B3'-0"6'-8"90A105B3'-0"PAIR6'-8"-A106C3'-0"PAIR8'-0"-A107D16'-0"16'-0"-A108A3'-0"6'-8"A109A3'-0"6'-8"A110A3'-0"6'-8"A111B3'-0"6'-8"A112B3'-0"PAIR6'-8"A113B6'-8"A114D16'-0"8'-0"180A115B3'-0"PAIR6'-8"A116C3'-0"PAIR8'-0"A117C3'-0"PAIR8'-0"A103A3'-0"6'-8"1 3/4"90A118A119A120A121A122A123A124A125A126A127A128A129A130A131A132A133A134A135A136A137A138A139A140A141A142A143A144A201A202A203A204A205A206A207A208A209A210A211A212A213FIRST FLOOR LOCATIONRESTAURANTSTAIR A4 DISCHARGERESTAURANT / STAIR A4CORRIDOR / STAIR A4RESTAURANTCORRIDOR / EXTERIORTRASH ROOMTRASH ROOM / CORRIDORRESTAURANT / CORRIDORMPOE / CORRIDORTRASH VESTIBULE / CORRIDORCORRIDORCORRIDORGARAGE / PUBLIC LOBBYGARAGE / PUBLIC LOBBYPUBLIC LOBBY / LEASINGPUBLIC LOBBY / RETAILPANIC HARDWARE, CONTROLLED ACCESSPANIC HARDWAREHMSGPHMSGPPANIC HARDWAREHMSGPHMSGP1 3/4"-HMSGPHMSGPDOUBLE SWING DOORSALFFALFFPANIC HARDWARE, CONTROLLED ACCESS------90HMSGPHMSGP1 3/4"CONTROLLED ACCESS60HMSGPHMSGP1 3/4"CONTROLLED ACCESS60HMSGPHMSGP1 3/4"60HMSGPHMSGP1 3/4"-HMSGPHMSGP1 3/4"3'-0"PAIRCONTROLLED ACCESSCONTROLLED ACCESSHMSGPHMSGP1 3/4"-----CLOSES UPON FIRE ALARM ACTIVATION-HMSGPHMSGP1 3/4"STEELFFSTEELFF-CONTROLLED ACCESSSTEELFFSTEELFF-C3'-0"PAIR10'-0"-ALFFALFF-DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURSRETAILC3'-0"PAIR10'-0"-ALFFALFF-DOOR TO REMAIN UNLOCKED DURING BUSINESSHOURSRETAILC3'-0"PAIR10'-0"-ALFFALFF-CONTROLLED ACCESS, PANIC HARDWARELEASINGA3'-0"PAIR6'-8"FITNESS-HMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A3 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESS606060C3'-0"8'-0"FITNESS / CORRIDORSTEELFFSTEELFF-CONTROLLED ACCESS60B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREC3'-0"PAIR8'-0"-LOBBY / EXTERIORALFFALFFPANIC HARDWARE, CONTROLLED ACCESS-C3'-0"8'-0"LOBBY / LEASINGSTEELFFSTEELFF-CONTROLLED ACCESS60E3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA3'-0"6'-8"GARAGE / PARCEL ROOMHMSGP1 3/4"60HMSGPA3'-0"6'-8"ELECTRICAL ROOM / CORRIDORHMSGP1 3/4"60HMSGPPANIC HARDWAREPANIC HARDWAREA4'-0"8'-0"ELECTRICAL ROOM / EXTERIORHMSGP1 3/4"-HMSGPA2'-6"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSPANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A2 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESSD20'-0"9'-0"-GARAGE-----CONTROLLED ACCESSA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60FIRE PUMP ROOM / GARAGEA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60BOOSTER PUMP ROOM / GARAGEB3'-0"6'-8"1 3/4"HMSGPHMSGP-GARAGEPANIC HARDWARE, CONTROLLED ACCESSB3'-0"6'-8"1 3/4"HMSGPHMSGP-BIKE ROOM / GARAGECONTROLLED ACCESSD23'-0"9'-0"-GARAGE-----CONTROLLED ACCESSF3'-0"6'-8"-GARAGE-----PANIC HARDWARE, CONTROLLED ACCESSB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSPANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR A1 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESS INTOSTAIR FROM EXTERIORSECOND FLOORA214A215A216A217A218A219A220A221A222A223 B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"6'-8"1 3/4"HMSGPHMSGP60POOL EQUIPMENTB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEB3'-0"6'-8"1 3/4"HMSGPHMSGP60STORAGE ROOMB3'-0"6'-8"1 3/4"HMSGPHMSGP60STORAGE ROOMA3'-0"6'-8"1 3/4"HMSGPHMSGP-STORAGE CLOSETSDOOR OCCURS MULTIPLE TIMESCONTROLLED ACCESSCONTROLLED ACCESSB3'-0"6'-8"1 3/4"HMSGPHMSGP60CORRIDORCONTROLLED ACCESSB3'-0"6'-8"1 3/4"HMSGPHMSGP-BREAK ROOMB3'-0"6'-8"1 3/4"HMSGPHMSGP-MAINTENANCEB3'-0"6'-8"1 3/4"HMSGPHMSGP-COMMON OPSB3'-0"6'-8"1 3/4"HMSGPHMSGP-SHARED GOODSB3'-0"6'-8"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORCONTROLLED ACCESSA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREC3'-0"6'-8"-STEELFFSTEELFF60CONTROLLED ACCESS, PANIC HARDWAREYOGA STUDIOE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA2'-6"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSPANIC HARDWARE, CONTROLLED ACCESS INTOGARAGETHIRD FLOOR A301B3'-0"8'-0"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA302A303A304A305A306A307A308A309A310A311A312A313A314A315FOURTH FLOORB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEB3'-0"6'-8"1 3/4"HMSGPHMSGP60CLUBHOUSEPANIC HARDWARE, CONTROLLED ACCESSA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETA3'-0"6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPG3'-0"8'-0"1 3/4"HMSGPHMSGP-WOMENS RESTROOMG3'-0"8'-0"1 3/4"HMSGPHMSGP-JANITOR CLOSETG3'-0"8'-0"1 3/4"HMSGPHMSGP-MENS RESTROOMB3'-0"6'-8"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORCONTROLLED ACCESSA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA2'-6"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSPANIC HARDWARE, CONTROLLED ACCESS INTOGARAGEB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSPANIC HARDWAREA402A403A404A405A406A407A408A409A410A411A412A413A414B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEB3'-0"6'-8"1 3/4"HMSGPHMSGP60HVAC CLOSETE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA2'-6"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A1 ACCESSPANIC HARDWARE, CONTROLLED ACCESS INTOGARAGEB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORCONTROLLED ACCESSA415A416FIFTH FLOOR A501A502A503A504A505A506A507A508A509A510A511A512A513A514A515A516A517B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETA3'-0"6'-8"1 3/4"HMSGPHMSGP60ELECTRICAL CLOSETE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA2'-6"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR A2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180GARAGE / CORRIDORCONTROLLED ACCESSSIXTH FLOOR A601A602A603A604B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEA605A606A607A608A609A610E3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREA3'-0"PAIR6'-8"STORAGEHMSGP1 3/4"60HMSGPSEVENTH FLOOR A701A702A703A704B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A4 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60UTILITY CLOSETA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP60TRASH VESTIBULEA705A706A707A708A709A710E3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR A3 ACCESSPANIC HARDWAREA3'-0"PAIR6'-8"STORAGEHMSGP1 3/4"60HMSGPA711A712C3'-0"6'-8"1 3/4"ALFFALFF-ROOF DECKCONTROLLED ACCESSA3'-0"6'-8"1 3/4"HMSGPHMSGP-STAIR A4 ACCESS City Council 23 – 19012/6/2022  10" MIN34- 44"38-40"44" MAX44" MAX60" MAXFIN FLRSMOOTHDOORBOTTOMBOTTOM OF CLOSERHIGH VIEWPORT **PUSH BUTTON *LOWVIEWPORTHARDWAREDEADBOLTKICK PLATE MAY OCCUR 16 GA MAX, ANYCAVITIES CREATED SHALL BE CAPPED48" MAX42" PREFERED78" MINPREFERRED TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCURSEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION3 & 4A-5104 & 6A-520FOR ADDITIONAL INFORMATION SEE DETAILS* REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONELOW ATACCESSIBLE/ADAPTABLE DWELLING UNITS **NO PROJECTIONS INTOCLEAR OPENING BELOW 34"XAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XXXAD-XX1-HR2-HRXAD-XXTEMPGLTEMPGLAFLUSHSINGLE / PAIRBFLUSH WITH LIGHTSINGLE / PAIRTEMP GLTEMPGLCSTOREFRONTSINGLE / PAIRDOVERHEAD COILING DOOR10"DOOR FACE TO BE FLUSH W/ FINISH @ADJACENT WALLS WHEN DOORS ARE IN THEOPEN POSITION.MAGNETIC HOLD OPEN & DOOR CLOSER.VERIFY DEPTH & ARM EXTENTIONS. INSTALLSHIMS AS REQUIRED @ DOOR EDGE IS 90° TOFRAME WHEN DOOR IS HELD OPEN.PANIC BARS @ PUSH SIDE OF DOOR RECESSED& INTEGRAL WITH DOOR PROTRUDING MAX. 1/8"WHEN THE DOOR IS IN THE OPEN POSITIONLEVER HARDWARE ON HOLD OPEN SIDE OFDOOR.EFIRE DOORSINGLE / PAIRFGATEGLOUVERED DOORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALBUILDING B DOORSCHEDULEA7-20BUILDINGBA. PUBLIC USE & COMMON USE AREA DOORS AND GATESCBC CHAP 10, 11A DIV III AND 11B DIV IVGATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS.OPENING CLEARANCE1.ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THEDOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOORAND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1)2.FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEEEFFORT3.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIORDOORS, 8 ½ POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9)HARDWARE4.DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1,11B-404.2.8.1)THRESHOLDS5.THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THETHRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN ¼ AND ½ INCH SHALL BE BEVELED ATA MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1,11B-404.2.5)B. DWELLING UNIT DOORSPRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS6.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 ½ POUNDS FOR EXTERIOR DOORS, 5POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS.7.DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING ANOCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITYCHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ORTOOL (1008.1.9.3.4) AND ARE OPERABLE WITH A SINGLE EFFORT OF THE DOOR LEVER. (1132A.8)8.DOOR BUZZER, BELL, CHIME OR EQUIVALENT SHALL BE PROVIDED AT EVERY PRIMARY ENTRANCEDOOR. (1132A.10)9.THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN ¾ INCHFOR SLIDING DOORS OR ½” FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN ¼ AND 3/4 INCH SHALLBE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1)10.ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALLHAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATENORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY ANACOUSTICAL REPORT. (1207.7)11.DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDEPASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRISTTO OPERATE THE OPENING HARDWARE12.LEVER-TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR EXCEPTIN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS.13.HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHEDFLOOR.14.EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDEDTHAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACEMOUNTED HARDWARE.15.EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.16.FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BEPROVIDED WITH AN ACTIVE LATCH BOLT THAT WILL SECURE THE DOOR WHEN IT IS CLOSED.17.FIRE DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING. AUTOMATIC-CLOSING FIRE DOORSASSEMBLIES SHALL BE SELF-CLOSING IN ACCORDANCE WITH NFPA 8018.SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKEDETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER.19.INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.20.PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS ANDCORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.21.DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATESSHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.22.GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS23.FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED INACCORDANCE WITH NFPA 252 OR UL 10C.24.FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS ANDFIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B25.FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTESWHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING INACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10CWITHOUT THE HOSE STREAM TEST.26.SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIREPROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLSSHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED INACCORDANCE WITH UL 178427.GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THEDOOR ITSELF SHALL HAVE A MINIMUM FIRE-PROTECTION-RATED-GLAZING OF 20 MINUTES.28.FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGE WAYS SHALL HAVE A MAXIMUMTRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIREDWHEN BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.29.DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH, SHALL BE PERMITTED WHERE A ¾ HOURFIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING ¾HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BEINSTALLED WITH FIRE-RESISTANCE-RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITHASTM E119 OR UL 263.30.DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENINGPROTECTIVES.LABELS31.FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLYWITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME.32.FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME ORTRADEMARK OF THE THIRD-PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHEREREQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUMTRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXEDAND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOWTHE LETTER “S” ON THE FIRE RATED LABEL.33.OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY ORSHALL BE PROVIDED WITH A CERTIFICATE OF INSPECTION BY AN APPROVED TESTING AGENCY.34.FIRE DOOR FRAMES SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER AND THETHIRD-PARTY INSPECTION AGENCY.35.GLAZING - FIRE-PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATIONSHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PARTIDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING.THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION:“D - H OR NH - T OR NT - XXX”D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TESTT OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTSXXX INDICATES THE FIRE-PROTECTION-RATING PERIOD IN MINUTES.36.EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCEWITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS.WEATHERIZATION37.DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION.RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION.38.EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED.39.REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL ANDTHRESHOLD FLASHING SYSTEMS.40.INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM.41.FOR DOOR/ FRAME ASSEMBLIES IN C.M.U. VERIFY MASONRY OPENING DIMENSIONS.42.PROVIDE SEPARATION BY A TIGHT FITTING DOOR BETWEEN FOOD PREPARATION AREA(S) (INCLUDINGFOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6ALALUMINUMANANODIZEDAUTOAUTOMATIC CLOSINGECAELECTRONIC CONTROL ACCESSFFACTORYFGLFIBERGLASSFFFACTORY FINISHFXFIXEDFRFRENCH DOORGLGLASSHCHOLLOW COREHMHOLLOW METALMAMASONITEMCMINERAL COREMTLMETALN/RNON-RATEDOCGOVERHEAD COILING GRILLEOCDOVERHEAD COILING DOORPPAINTPASSPASSAGEPBPUSH BUTTONPFSFPRE-FINISHED STEEL FRAMEPHPANIC HARDWAREPRPAIRPRIVPRIVACY LOCKSSTAINSCSOLID CORESELFSELF CLOSINGSGSEMI-GLOSS PAINTSTRFSTORE FRONTTGTEMPERED GLASSTSTUBE STEELWDWOODLIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND-RATED, PROVIDING A MINIMUMSTC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT.4AD-02.0DOOR NOTESDOOR ABBREVIATIONSDOOR STC RATINGSGLAZING PERFORMANCEGLAZING LOCATIONEXTERIOR DOORSBLDG A STOREFRONTU VALUESHGC.45.23.46.22BLDG B STOREFRONT.46.22BUILDING A DOORSXXREVISIONS DOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS"DOOR SCHEDULELOCATIONTYPICAL DOOR OPENINGSDOOR STYLESTYPICAL DOOR ELEMENTSBUILDING B DOORSXXREVISIONSDOOR NO. STYLE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH DOORFRAMEREMARKSASSEMBLY FIRE RATING (MINUTES)B101B102B104B3'-0"8'-0"1 3/4"HMSGPHMSGP-B3'-0"6'-8"90B105B106C3'-0"PAIR8'-0"-B107D16'-0"16'-0"-B108A3'-0"PAIR6'-8"B109B110A3'-0"6'-8"B111B3'-0"6'-8"B112B113B114B115B116B117B103B118B119B120B121B122B123B124B125B126B127B128B129B201B202B203B204B209B210B211B212B213FIRST FLOOR LOCATIONSTAIR B3 DISCHARGESTAIR B3 ACCESSCORRIDOR / EXTERIORTRASH ROOMTRASH ROOMMPOE / CORRIDORTRASH VESTIBULE / CORRIDORPANIC HARDWARE, CONTROLLED ACCESSPANIC HARDWAREHMSGPHMSGP1 3/4"ALFFALFFCONTROLLED ACCESS------180HMSGPHMSGP1 3/4"CONTROLLED ACCESS60HMSGPHMSGP1 3/4"180HMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B1 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESSE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA3'-0"6'-8"IDF / CORRIDORHMSGP1 3/4"60HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR B2 ACCESSPANIC HARDWAREB3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B2 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESSD20'-0"9'-0"-GARAGE-----CONTROLLED ACCESSA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60FIRE PUMP ROOM / GARAGEA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60BOOSTER PUMP ROOM / GARAGEB3'-0"6'-8"1 3/4"HMSGPHMSGP-GARAGEPANIC HARDWARE, CONTROLLED ACCESSB3'-0"6'-8"1 3/4"HMSGPHMSGP-BIKE ROOM / GARAGECONTROLLED ACCESSSECOND FLOOR B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP180TRASH VESTIBULEC3'-0"PAIR6'-8"1 3/4"STEELFFSTEELFF180GARAGE / CORRIDORCONTROLLED ACCESSE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONTHIRD FLOORB301B302B303B304B305B306B307B308B309B310B311B312B313B314 FIFTH FLOOR B501B502B503B504B505B506B507B508B509B510B511B512A3'-0"PAIR6'-8"STORAGE60HMSGPHMSGP1 3/4"CONTROLLED ACCESSB3'-0"6'-8"90STAIR B4 ACCESSPANIC HARDWAREHMSGPHMSGP1 3/4"B3'-0"8'-0"1 3/4"HMSGPHMSGP-STAIR B4 DISCHARGEPANIC HARDWARE, CONTROLLED ACCESSB3'-0"PAIR6'-8"MAILROOM / CORRIDOR180HMSGPHMSGP1 3/4"B3'-0"PAIR6'-8"MAILROOM / GARAGE60HMSGPHMSGP1 3/4"CONTROLLED ACCESSA3'-0"6'-8"PARCEL ROOM-HMSGPHMSGP1 3/4"C3'-0"PAIR8'-0"-CORRIDOR / EXTERIORALFFALFFPANIC HARDWARE, CONTROLLED ACCESS-A3'-0"6'-8"ELECTRICAL ROOM / CORRIDORHMSGP1 3/4"60HMSGPPANIC HARDWAREPANIC HARDWAREA4'-0"8'-0"ELECTRICAL ROOM / EXTERIORHMSGP1 3/4"-HMSGPE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR B1 ACCESSPANIC HARDWARE, CONTROLLED ACCESSA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60STORAGEE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB205B206B207B208A3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP180TRASH VESTIBULEC3'-0"PAIR6'-8"1 3/4"STEELFFSTEELFF180GARAGE / CORRIDORCONTROLLED ACCESSE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60STORAGEE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSPANIC HARDWAREFOURTH FLOORB401B402B403B404B405B406B407B408B409B410B411B412B413B414 B3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP180TRASH VESTIBULEC3'-0"PAIR6'-8"1 3/4"STEELFFSTEELFF180GARAGE / CORRIDORCONTROLLED ACCESSE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60STORAGEE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP180STAIR B1 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B2 ACCESSPANIC HARDWAREB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B3 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60IDFB3'-0"6'-8"1 3/4"HMSGPHMSGP180TRASH VESTIBULEE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 2 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONE3'-6"7'-0"1 3/4"HMSGPHMSGP90ELEVATOR 1 / CORRIDORMAGNETIC HOLD OPEN, CLOSES UPON FIREALARM ACTIVATIONA3'-0"PAIR6'-8"1 3/4"HMSGPHMSGP60STORAGEE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPA3'-0"6'-8"1 3/4"HMSGPHMSGP60ELEVATOR MACHINE ROOMB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B4 ACCESSPANIC HARDWAREE3'-0"PAIR6'-8"CORRIDOR FIRE WALLHMSGP1 3/4"DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSESUPON FIRE ALARM ACTIVATION180HMSGPB3'-0"6'-8"1 3/4"HMSGPHMSGP90STAIR B1 ACCESSPANIC HARDWAREA3'-0"6'-8"1 3/4"HMSGPHMSGP60ROOF ACCESS ROOM City Council 23 – 19112/6/2022  HEIGHTWIDTHSYMFRAMEFINISHTYPEGLAZINGLOCATIONWINDOW TYPES - DWELLINGS WINDOW NOTESSAFETY GLAZINGREMARKSDWELLINGS & STAIRS WINDOW SCHEDULEABBREVIATIONSF:FIXEDS: SLIDERC:CASEMENTT: TEMPEREDBASIS OF DESIGNMATERIAL :FINISH COLOR:MANUFACTURER:EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUSLOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'SDESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THEMANUFACTURER OR INSTALLER AND THE SAFETY GLAZINGSTANDARD.SAFETY GLAZING SHALL BE PROVIDED IN HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUSLOCATIONS FOR THE PURPOSES OF GLAZING:1.GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.2.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSETDOOR ASSEMEBLIES.3.GLAZING IN STORM DOORS.4.GLAZING IN UNFRAMED SWINGING DOORS.5.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS ANDSHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALLENCLOSING THESE COMPARTMENTS WHERE THEBOTTOMEXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHESABOVE A STANDING SURFACE.6.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELSADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGEOF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHERVERTICAL EDGE OF THE DOOR IN A CLOSED POSITION ANDWHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING ISLESS THAN 60 INCHES ABOVE THE WALKING SURFACE.7.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL,OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS:7.1.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN9 SQUARE FEET.7.2.EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVETHE FLOOR.7.3.EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVETHE FLOOR.7.4.ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHESHORIZONTALLY OF THE PLANE OF THE GLAZING.8.GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURALBALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS,REGARDLESS OF AREA OR HEIGHT ABOVE A WALKINGSURFACE.9.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR ANDOUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN ALLOF THE FOLLOWING CONDITIONS ARE PRESENT:9.1.THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE A WALKING SURFACE ON THE POOL ORSPA SIDE OF THE GLAZING; AND9.2.THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY THEWATER'S EDGE OF A SWIMMING POOL OR SPA.10.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPSWITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN60 INCHES ABOVE THE PLANE OF ADJACENT WALKINGSURFACE.11.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHESHORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY INANY DIRECTION WHEN THE EXPOSED SURFACE OF THEGLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THETREAD.EXCEPTION: SAFETY GLAZING FOR ITEMS 10 OR 11 IS NOTREQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE:1) THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HASA GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN-FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1013 AND 1607.7; AND2) THE PLANE OF GLASS IS GREATER THAN 18 INCHES FROMTHE RAILING.STC RATED GLAZINGALL OPERABLE AND FIXED WINDOWS AS WELL AS FRENCHDOORS SHALL BE DUAL GLAZED AND HAVE AN STC INACCORDANCE WITH THE ACOUSTICAL REPORT. ALL WINDOW ANDDOOR ASSEMBLIES SHALL BE WELL FITTED AND WELLWEATHERSTRIPPED.1.RESCUE WINDOWS SHALL COMPLY WITH CBC SECTION 1029.2.TEMPERED GLASS SHALL BE PROVIDED WHERE SPECIFIED IN THISSCHEDULE AND ON THE BUILDING, UNIT OR OTHER ENLARGED FLOOR PLANS.3.EXTERIOR GLASS SHALL BE CLEAR DUAL PANE LOW-E WITH MAXIMUM 0.46U-VALUE & MAXIMUM 0.22 SHGC VALUE AS REQUIRED BY THE TITLE 24REPORT.4. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR.5.TINTED GLASS TO BE NON-REFLECTIVE (NO-MIRROR-LIKE TINTS OR FILMS).A6'-0"6'-0"W1VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, 6'0"x5'0" SLIDING OVER 6'0"x1'0" FIXEDB6'-0"6'-0"W2VINYLDARKBRONZELOW-EDUAL PANE6'0"x5'0" FIXED OVER 6'0"x1'0" FIXEDC6'-0"6'-0"W3VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, ARCHED TOP CASEMENT OVER 6'0"x1'0" FIXEDD6'-0"6'-0"W4VINYLDARKBRONZELOW-EDUAL PANEARCHED TOP FIXED OVER 6'0"x1'0" FIXEDE6'-0"5'-0"W5VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOWF4'-0"6'-0"W6VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, 4'0"x5'0" CASEMENT OVER 4'0"x1'0" FIXEDG4'-0"6'-0"W8VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, CASEMENTH3'-0"6'-0"W6VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, 3'0"x5'0" CASEMENT OVER 4'0"x1'0" FIXED4'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANE4'0"x5'0" FIXED OVER 4'0"x1'0" FIXEDJK3'-0"6'-0"W7VINYLDARKBRONZELOW-EDUAL PANE3'0"x5'0" FIXED OVER 3'0"x1'0" FIXEDL3'-0"6'-0"W9VINYLDARKBRONZELOW-EDUAL PANEFIXEDM3'-0"5'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTW16'-0"6'-0"1'-0"5'-0"SLIDINGFIXED BELOWF. FLR8'-2 1/2" HEADER HEIGHTW26'-0"6'-0"1'-0"5'-0"FIXEDW3ARCHED TOP CASEMENTFIXED BELOWW46'-0"6'-0" 1'-0"3'-6"ARCHED TOP FIXED6'-0"5'-0"W5SLIDINGW6VARIES6'-0"1'-0"5'-0"CASEMENTFIXED BELOWT.O. SHEATHING8'-2 1/2" HEADER HEIGHTW7VARIES6'-0"1'-0"5'-0"FIXEDW8VARIESVARIESCASEMENTW9 VARIESVARIESFIXED 3'-0"6'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTN2'-6"5'-0"W9VINYLDARKBRONZELOW-EDUAL PANEFIXEDP1'-6"6'-0"6'-0"1'-0"3'-6"1'-6"W106'-0"6'-0" 1'-0"5'-0"CASEMENT PAIRQ6'-0"6'-0"W1VINYLDARKBRONZELOW-EDUAL PANEEGRESS WINDOW, PAIR 3'0"x5'0" CASEMENT OVER 6'0"x1'0" FIXEDR4'-0"5'-0"W8VINYLDARKBRONZELOW-EDUAL PANECASEMENTVINYL WINDOWSCHEDULEA7-30CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 19212/6/2022  THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR SITEELEMENTS OF A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FORAPPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2016 CALIFORNIA BUILDING CODE(CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTORTHE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.BUILDING ACCESSIBILITY SHALL COMPLY WITH CBC SECTION 1102ABUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITHDISABILITIES. EACH BUILDING ON THE SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMININGTHE REQUIREMENTS OF ACCESSIBILITY, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICHMUST COMPLY WITH CBC SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURESEPARATED BY FIRE WALLS DO NOT CONSTITUTE SEPARATE BUILDINGS.A.MULTISTORY DWELLING UNITS IN BUILDINGS WITHOUT ELEVATORS SHALL COMPLY WITH CBCSECTION 1102A.3.1THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS CBCSECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITSIN BUILDINGS ON A SITE. ANY FRACTION THEREOF (OF THE 10 PERCENT REQUIRED) SHALL BEROUNDED TO THE NEXT HIGHEST WHOLE NUMBER.B.MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH CBCSECTION 1102A.3.2.C.FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, THE STORYOF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOORAND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY.D.ALL GROUND FLOOR DWELLING UNITS IN NONELEVATOR BUILDINGS SHALL BE ADAPTABLE ANDON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINEDBY THE SITE IMPRACTICALITY PROVISIONS OF CBC SECTION 1150A. FOR BUILDINGS WITHELEVATORS, SEE CBC SECTION 1106AE.WHERE THE FIRST FLOOR OF A BUILDING CONTAINING DWELLING UNITS IS ABOVE GRADE , ALLUNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BECONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS WILL BE CONSIDERED COVEREDMULTIFAMILY DWELLING UNITS EXCEPT CARRIAGE UNITS AS DEFINED IN CBC CHAPTER 2.F.GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVEREDMULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE.SEE CBC CHAPTER 2 FOR DEFINITION OF TERMSPARKING FACILITIES SHALL COMPLY WITH CBC SECTION 1109AA.EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g., SWIMMINGPOOLS, CLUB HOUSES, RECREATIONAL AREAS AND LAUNDRY ROOMS) THAT SERVE MULTIFAMILY DWELLINGSON THE BUILDING SITE SHALL SHALL PROVIDE ACCESSIBLE PARKING.B.PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING;1.GARAGES2.PRIVATE GARAGES3.CARPORTS4.OFF STREET PARKING (PARKING LOTS/SPACES)C.PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE. PRIVATEGARAGES INCLUDE INDIVIDUAL GARAGES AND INDIVIDUAL GARAGES GROUPED TOGETHER.1.AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT,PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE;a.A DOOR LEADING DIRECTLY FROM THE THE COVERED MULTIFAMILY DWELLING UNIT WHICHIMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH CBC SECTIONS1132A.1 THROUGH 1132A.10b.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO THE EXTERIOR DOORENTERING THE GARAGE. SEE CBC SECTIONS 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS.c.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THEVEHICULAR ENTRANCE AT THE GARAGE. SEE CBC SECTION 1132A.1 FOR REQUIREMENTS AT THEPRIMARY ENTRY DOOR.D.ACCESSIBLE PARKING SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILYDWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLEEVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE ASDEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED.E.WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2PERCENT OF THE ASSIGNED SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BEACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITYSHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING ISPROVIDED, SIGNAGE AS DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED.F.WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENTOR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE ANDPROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g.,SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVEREDMULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BYCBC SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THESPACE.G.WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALLBE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULLRANGE OF CHOICES (e.g., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHERRESIDENTS.H.LOCATION OF PARKING SPACES SHALL COMPLY WITH THE FOLLOWING;1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO ANACCESSIBLE BUILDING OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLESPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY.2.WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLEENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLEENTRANCES.3.WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHENCROSSING VEHICULAR TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED ANDMARKED AS A CROSSWALK.4.PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKINGSPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIANENTRANCE TO THE PARKING FACILITY.5.ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOTCOMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN, EXCEPT, WHEN THEENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THIS REQUIREMENT OR PROVIDINGEQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BEPROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHINDOTHER THAN ACCESSIBLE PARKING SPACES.ACCESSIBLE PARKING DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING;A.ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKINGSPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" FROM THE FLOORTO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CBC CHAPTER11B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT ALL TRANSITIONS FROM THE 8'-2" CEILING TO LOWERCEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL.B.PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING;1.IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT THEENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS2.RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THEADJACENT LOADING AND UNLOADING ACCESS AISLE.C.SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLEAND SHALL NOT EXCEED 14" PER FOOT (2 PERCENT GRADIENT) IN ANY DIRECTION.D.PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING ORUNLOADING ACCESS AISLES.ACCESSIBLE PARKING SPACE SIZES SHALL COMPLY WITH CBC SECTIONS 1109A.8.5 & 1109A.8.6A.WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED INACCORDANCE WITH THE FOLLOWING:1.SINGLE SPACES SHALL BE 14' WIDE AND LINED TO PROVIDE A 9' WIDE PARKING AREA WITH A 5'WIDE LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLEWITH THE VEHICLE PARKED IN THE FORWARD POSITION.2.WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9' WIDE PARKING SPACES MAY BE LINEDWITH ONE ON EACH SIDE OF THE 5' WIDE LOADING AND UNLOADING ACCESS AISLE.3.THE MINIMUM LENGTH OF THE PARKING SPACE SHALL BE 18'.4.THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTEDBLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BEPAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE.THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 5FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED INLETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFICENFORCEMENT OFFICIALS.B.ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLEAND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING:1.EACH SPACE SHALL BE SERVED BY A LOADING AND UNLOADING ACCESS AISLE 8' WIDE,PLACES ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION.2.THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'.3.EACH SPACE SHALL BE DESIGNATED BY SIGNAGE AS "VAN ACCESSIBLE"4.ALL "VAN ACCESSIBLE" SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY.5.THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTEDBLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BEPAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE.THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 8FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED INLETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFICENFORCEMENT OFFICIALS.ACCESSIBLE PARKING SIGNAGE SHALL COMPLY WITH CBC SECTION 1109A.8.8A.EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BEIDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OFACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLERTHAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT AMINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE.SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE ATA MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK.VAN ACCESSIBLE SPACES SHALL COMPLY WITH CBC SECTION 1109A.8.6 AND SHALL HAVE ANADDITIONAL SIGN OR LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OFACCESSIBILITY.NOTE:WHEN ASSIGNED RESIDENT PARKING IS PROVIDED, SIGNAGEIS NOT REQUIRED EXCEPT FOR VISITOR PARKING SPACES.B.ADDITIONAL SIGNAGE SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACHACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" BY 22" IN SIZE WITHLETTERING NOT LESS THAN 1" IN HEIGHT, AND SHALL CLEARLY STATE THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLESPACES NOT DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATESISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THEOWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT____________________ OR BY TELEPHONING ________________."BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OFTHE SIGN.C.IN ADDITION TO THE THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKINGSPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWINGSCHEMES:1.BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THEGROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR THE"INTERNATIONAL SYMBOL OF ACCESSIBILITY" ; OR,2.BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A BLUEBACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE LOCATEDSO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE ISPROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE.NOPARKINGMINIMUM 70 SQUARE INCHACCESSIBILITY PARKING SIGNAGEEITHER POST OR WALL MOUNTEDPER "PARKING SIGNAGE" DETAIL,NOTE A, ON THIS SHEET. (CBCSECTION 1109A.8.8.)18'-0" ACCESSIBLE PARKING STALL DEPTH CONCRETE WHEEL STOPAS REQUIRED BY LOCALJURISDICTIONLOADING AND UNLOADING ACCESSAISLE STRIPING AND "NO PARKING"GROUND SURFACE IDENTIFICATIONPER DETAIL 5, NOTES A.4 AND B.5ON THIS SHEET (CBC SECTIONS1109A.8.5 AND 1109A.8.6).SURFACE IDENTIFICATION ATACCESSIBLE STALLS USING THE"INTERNATIONAL SYMBOL OFACCESSIBILITY" PER DETAIL 9,NOTE C ON THIS SHEET. (CBCSECTION 1109A.8.8)9'-0" ACCESSIBLEPARKING STALL WIDTH5'-0" AT STD. STALL8'-0" AT VAN STALLLOADING ANDUNLOADINGACCESS AISLE3'-0"3'-0"12"12"PEDESTRIAN ROUTESINGLE ACCESSIBLESTALL PER DETAIL 5, NOTEA.1 ON THIS SHEETDOUBLE ACCESSIBLESTALL PER DETAIL 5, NOTEA.2 ON THIS SHEETWALL WHERE OCCURS48" MINIMUM CLEAR LOADING AND UNLOADING ACCESSAISLE BORDER GROUND SURFACEIDENTIFICATION PER DETAIL 5,NOTES A.4 AND B.5 ON THIS SHEET(CBC SECTIONS 1109A.8.5 AND1109A.8.6).SEE DETAIL 4, ACCESSIBLE PARKINGDESIGN AND CONSTRUCTION NOTES,DETAIL 5, AND DETAIL 9 ON THISSHEET FOR ADDITIONALINFORMATIONSTALL DIMENSIONS TO CENTERLINEOF STRIPE, TYPICALEXTERIOR ROUTES OF TRAVEL SHALL COMPLY WITH CBC SECTIONS 1110A.A.WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE,AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLEBUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLEROUTE SHALL BE THE MOST PRACTICAL AND DIRECT ROUTE TO THE MAXIMUM EXTENT FEASIBLE,COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIORACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWING:1.WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED , ALL ROUTES SHALL BEACCESSIBLE..2.AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDEDFROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE LOADINGAND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDINGENTRANCE THEY SERVE.3.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES,ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BEPROVIDED BETWEEN ACCESSIBLE BUILDINGS AND SITE ACCESSIBLE FACILITIES WHEN MORETHAN ONE BUILDING OR FACILITY IS LOCATED ON THE SITE.4.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITYENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILYDWELLING UNITS.5.AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE TO EACHCOVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVETHE DWELLING UNIT.6.WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BEACCESSIBLE.NOTE: IF THE SLOPE OF THE FINISH GRADE BETWEEN COVERED MULTIFAMILY DWELLINGSAND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNITVERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICALBARRIERS (NATURAL OR ARTIFICIAL) OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDETHE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, ANACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED;a.THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OFTHE COVERED MULTIFAMILY DWELLING UNITS, ANDb.NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDEDAT THE PUBLIC USE OR COMMON USE FACILITY.B.SIGNS AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THEACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO ANACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE"INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TOACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND COMPLY WITH THE REQUIREMENTS OFCBC SECTION 1143A.2.C.IF CARPET OR CARPET TILE IS USED IN A COMMON-USE OR PUBLIC-USE AREA ON A GROUND ORFLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. THE MAXIMUM PILE HEIGHTSHALL BE LIMITED TO 12". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACESAND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALLCOMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. SEE NOTES A & B BELOW IN THISDETAIL FOR ADDITIONAL INFORMATION.D.RECESSED DOOR MATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITHWHEELCHAIR TRAFFIC.CHANGES IN LEVEL ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1111A.A.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 12". WHENCHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN HEIGHT NOTEXCEEDING 14" MAY BE VERTICAL.B.CHANGES IN LEVEL GREATER THAN 12" SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOTGREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP,RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF ANACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLEROUTE THEY SHALL COMPLY WITH CBC SECTION 1115A FOR EXTERIOR STAIRWAYS.CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1112A.A.CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNEROF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THEPREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS ON THE CENTER OF THECROSSWALK AT EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A RAMP IN THECENTER OF A CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFYPEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATEWITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS.B.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKEDCARS. BUILT-UP CURB RAMPS SHALL BE BUILT SO THAT THEY DO NOT PROJECT INTOVEHICULAR TRAFFIC LANES, PARKING SPACES OR THE ADJACENT LOADING AND UNLOADINGACCESS AISLE.C.CURB RAMPS SHALL BE A MINIMUM OF 48" IN WIDTH.D.IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVE RETURN CURBS OR OTHER WELL DEFINEDEDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE BOTTOMOF DIAGONAL CURB RAMPS SHALL HAVE A 48" MINIMUM CLEAR SPACE (IN THE DIRECTION OFTRAVEL). IF DIAGONAL CURB RAMPS ARE PROVIDES AT MARKED CROSSINGS, THE 48" CLEARSPACE SHALL BE WITHIN THE MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEYSHALL ALSO HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDEOF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE CBC FIGURES 11A-3A THROUGH11A-3L.E.THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL(8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONSFROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPTCHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELYADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICALTO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN FOUR FEET OF THE TOP AND BOTTOM OFTHE CURB RAMP.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE THE RAMP, THEN ITSHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1UNIT VERTICAL IN 10UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USEDWHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE CBC FIGURES11A-3A THROUGH 11A-3L.F.A LEVEL LANDING 48" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVERITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THEFANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12UNITS HORIZONTAL (8.33-PERCENT SLOPE).G.THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIPRESISTANT AND SHALL BE OF A CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK.ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THESIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 34" ON CENTER. ALL CURB RAMPSCONSTRUCTED BETWEEN THE FACE OF CURB AND THE STREET SHALL HAVE A GROOVEDBORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE CBC FIGURES 11A-3A THROUGH 11A-3K.H.DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-247.1AND SHALL COMPLY WITH CBC SECTION 11B-705.1.1. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY CBC SECTION 11B-247.1.2.2. PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.2.1.3. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.2. 4. ISLANDS OR CUT THROUGH MEDIANS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1 AND 11B-705.1.2.35. BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.4.6. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.57. THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING CURBS OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.6.8. WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING PLATFORMS, DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11B-705.1.1 AND 11B-705.1.2.7 SHALL BE PROVIDED.WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1113A.A.WALKS AND SIDEWALKS ON AN ACCESSIBLE PATH SHALL HAVE A CONTINUOUS COMMON SURFACE, NOTINTERRUPTED BY STEPS OR ABRUPT CHANGES IN ELEVATION EXCEEDING 12" .1.WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48" IN WIDTH, EXCEPT THAT WALKS SERVING ANINDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36" IN CLEARWIDTH EXCEPT AT DOORS.2.SURFACES SHALL BE SLIP RESISTANT AS FOLLOWS:a.SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AS SLIP RESISTANT ASTHAT DESCRIBED AS A MEDIUM SALTED FINISH.b.SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP RESISTANT.c.SURFACE CROSS SLOPES SHALL NOT EXCEED 14" PER FOOT (2-PERCENT SLOPE) EXCEPT WHENTHE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES ANUNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO 12" PER FOOT (4-PERCENTSLOPE) FOR DISTANCES NOT TO EXCEED 20 FEETB.ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST60" IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET.C.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNITVERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS.SEE SHEET A-530 FOR ADDITIONAL INFORMATION.D.ALL WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60"AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK , AND NOT LESS THAN 48" WIDE BY 44" DEEP AT ADOOR OR GATE THAT SWINGS AWAY FROM THE WALK.E.THE BOTTOM 10" OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALLHAVE A SMOOTH , UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY AWHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAMEDOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR,WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAPOR HAZARDOUS CONDITION.F.WALKS, SIDEWALKS AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGSWHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS INGRATINGS SHALL BE LIMITED TO 12" IN THE DIRECTION OF TRAVEL FLOW. EXCEPTIONS ARE AS FOLLOW:1.WHERE THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION WOULDCREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION MAY BE GRANTED WHEN EQUIVALENTFACILITATION IS PROVIDED.2.THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICALCONSTRAINTS, ALL OR PORTIONS OF THE SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITHTHESE BUILDING STANDARDS OR EQUIVALENT FACILITATION ON ALL PORTIONS OF ONE SITE WITHOUTCREATING AN UNREASONABLE HARDSHIP.EXTERIOR RAMPS AND LANDINGS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1114A.A.THE WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS FOR EXITS PER CBC CHAPTER 10.IN NO CASE SHALL A RAMP WIDTH BE LESS THAN THE FOLLOWING:1.RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY BUILDINGS WHERE A RAMP ISTHE ONLY EXIT DISCHARGE PATH AND SERVES AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE AMINIMUM CLEAR WIDTH OF 60".2.RAMPS SERVING ACCESSIBLE ENTRANCES OF COVERED MULTIFAMILY DWELLINGS WITH ANOCCUPANT LOAD OF 10 OR LESS MAY BE 36" IN CLEAR WIDTH.3.ALL OTHER RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48".4.HANDRAILS, CURBS, WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THEREQUIRED CLEAR WIDTH OF A RAMP. SEE NOTE G BELOW FOR ADDITIONAL INFORMATION.B.THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 VERTICAL UNITIN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). TRANSITIONS FROM RAMPS TO WALKS, GUTTERS ORSTREETS SHALL BE FLUSH AND FREE FROM ABRUPT CHANGES. RAMPS SERVING DECKS, PATIOS ANDBALCONIES ARE EXEMPT AND MUST COMPLY WITH CBC SECTION 1132A.4.C.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 14" PER FOOT (2-PERCENT SLOPE).D.OUTDOOR RAMPS, RAMP LANDINGS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SOTHAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE.E.RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THE FOLLOWING:1.LANDINGS SHALL BE PROVIDED AT THE TOP AND THE BOTTOM OF EACH RAMP. INTERMEDIATELANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACHCHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUMHORIZONTAL DISTANCE OF EACH RAMP.2.TOP LANDINGS SHALL NOT BE LESS THAN 60" WIDE. TOP LANDING SHALL HAVE A MINIMUM LENGTH OF60" IN THE DIRECTION OF THE RAMP RUN. SEE DETAIL 4 ON THIS SHEET FOR MANEUVERINGCLEARANCES AT DOORS.3.THE WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THERAMP.4.DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESSTHAN 42" AND SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 3" WHEN FULLY OPEN.5.THE WIDTH OF THE LANDING SHALL COMPLY WITH THE STRIKE EDGE EXTENSION AND MANEUVERINGSPACE AT DOORS PER DETAIL 4 ON THIS SHEET.6.INTERMEDIATE AND BOTTOM LANDINGS AT A CHANGE IN DIRECTION IN EXCESS OF 30 DEGREES SHALLHAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72".7.OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN NOTLESS THAN 60".F.RAMPS MORE THAN 30" IN HEIGHT ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTHSIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY CBC SECTION 1012. GUARDS SHALL BECONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP.G.RAMP HANDRAILS SHALL COMPLY WITH THE FOLLOWING:1.HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNITVERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). HANDRAILS SHALL BE CONTINUOUS EXCEPTAT THE FOLLOWING LOCATIONS:a.CURB RAMPSb.RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THATRAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE ORSIDES.c.RAMPS AT EXTERIOR DOOR LANDINGS WITH LESS THAN 6" RISE OR LESS THAN 72" IN LENGTH..2.HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING:a.THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE RAMP SURFACE.b.HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP AND THE BOTTOM OF THE RAMP.WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BEROUNDED AND RETURN SMOOTHLY TO THE FLOOR WALL OR POST.c.HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 12" BETWEEN THE WALL AND THEHANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP.HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP ANDEXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THEHANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.d.THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 114" NOR MORE THAN 2" INCROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARPCORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 18". HANDRAILS SHALL NOT ROTATE WITHINTHEIR FITTINGS.H.RAMPS EXCEEDING 10' IN LENGTH AND RAMP LANDINGS HAVING A VERTICAL DROP EXCEEDING 4", NOTBOUND BY WALLS OR A FENCE, SHALL BE PROVIDED WITH ONE OF THE FOLLOWING:1.GUIDE CURBS A MINIMUM 2" IN HEIGHT AT EACH SIDE; OR2.WHEEL GUIDE RAILS AT EACH SIDE, CENTERED AT 2" TO 4" ABOVE THE SURFACE OF THE RAMP ORRAMP LANDING.EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALLCOMPLY WITH CBC SECTIONS 1115A.A.OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS EXCEPT FOR THE FOLLOWING:1.AN OPENING OF NOT MORE THAN 12" MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THEBASE OF THE TREAD.2.RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 12" MAY BEPERMITTED.B.TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFEREDEXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE).C.NOSING SHALL NOT PROJECT MORE THAN 114" PAST THE FACE OF THE RISER BELOW. RISERS SHALL BESLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROMTHE VERTICALD.EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVETHE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THESTRIPE SHALL BE A MINIMUM 2" WIDE TO A MAXIMUM 4" WIDE PLACED PARALLEL TO AND NOT MORE THAN I"FROM THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THESTEP OR UPPER APPROACH AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THEOTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE.E.STAIR HANDRAILS SHALL COMPLY WITH THE FOLLOWING:1.STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATEDEQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1014.9.STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT ARE EXEMPT AND MAY HAVE ONE HANDRAIL,EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDEOR SIDES.2.HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING:a.THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS.b.ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POST OR SAFETY TERMINALS.c.HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP NOSING AND 12", PLUS THE TREADWIDTH BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THETERMINATION OF THE EXTENSION SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE FLOORWALL OR POST. WHERE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAILSHALL BE CONTINUOUS AND NEED NOT EXTEND OUT ONTO THE LANDING.d.HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 12" BETWEEN THE WALL AND THEHANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP.HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP ANDEXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THEHANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.e.THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 114" NOR MORE THAN 2" INCROSS-SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARPCORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 18". HANDRAILS SHALL NOT ROTATE WITHINTHEIR FITTINGS.HAZARDS ON ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1116A.A.WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DIMENSION, SUCH AS CHANGESIN LEVEL PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHERPEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING ATLEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIALDROP-OFF. WARNING CURBS ARE NOT REQUIRED AT THE FOLLOWING:1.BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, OR2.WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION.B.HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PARTOF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBCSECTION 1003.2. OTHER WALKS AND PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL HAVE AMINIMUM CLEAR HEADROOM OF 80". IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLEROUTE IS REDUCED TO LESS THAN 80" NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITSLEADING EDGE LOWER THAN 27" ABOVE THE FINISH FLOOR SHALL BE PROVIDED. DOORWAYS ANDARCHWAYS LESS THAN 24" IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80" NOMINAL.C.OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE AMINIMUM OF 80" ABOVE THE WALKING SURFACE MEASURED FROM THE BOTTOM OF THE OBSTRUCTION.WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING BUT NOT LIMITED TO,SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT ANOVERHANGING OBSTRUCTION. ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE).D.FREE-STANDING SIGNS. WHEREVER SIGNS ARE MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THEPOST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE FINISH FLOOR ORGROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALLHAVE A MINIMUM RADIUS OF 18". ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE).9'-0" ACCESSIBLEPARKING STALL WIDTHRESERVEDPARKINGVAN ACCESSIBLE1'-0"1'-6"8" SQ x 14" THICK STEEL PLATEEPOXY TO CONCRETE SLABCONCRETE SIDEWALK3" DIA. x 14" THICK STEEL PIPEWELDED TO STEEL PLATE3'-0" 1'-6" MINIMUM 1 12" SQ. STEEL TUBE EXTENDEDINTO CONCRETE FILLED PIPEADD SIGN BELOW AT VANACCESSIBLE PARKING SPACEWHITE LETTERS, BORDER ANDINTERNATIONAL SYMBOL OFACCESSIBILITY ON BLUEBACKGROUNDMOUNT SIGNS TO COMPLYWITH THE REQUIREMENTS OF"HAZZARDS ON ROUTES", SEEDETAIL ON THIS SHEET2.35" APART 2.35"APART0.45" AT TOP0.90" AT BASE0.2" HIGH TAPER EXPOSED EDGES TO COMPLYWITH "CHANGES IN LEVEL ONACCESSIBLE ROUTES" SEE "EXTERIORROUTES" DETAIL THIS SHEET FORADDITIONAL INFORMATION.SECTION A-A18'-0" MIN SPACE12'-0" MIN SPACENOPARKING5'-0" MINACCESS AISLE36" OC4" WHITE LINE12" HIGH WHITECHARACTERSEV SPACEorEV CHARGING6" HIGH WHITESPACE NUMBER###4" WHITE BORDER (BLUE BORDER ONLYIF ACCESSIBLE SPACE OCCURS ONRIGHT SIDE)12" HIGH WHITE "NO PARKING"4" WHITE DIAGONAL LINESWALL MOUNTED EVCHARGING EQUIPWHERE OCCURS30"x48" CLEARFLOOR SPACE1:48 MAX SLOPEIN ANY DIRECTION820181746161321-GENERAL NOTES924--HAZARDS ON ROUTESEXTERIOR STAIRSWALKS & SIDEWALKS12ACCESSIBLE PARKING SPACE LAYOUTCURB RAMPSPARKING SIGNAGEEXTERIOR ROUTESPARKING SPACE SIZESBUILDING ACCESSIBILITYPARKING FACILITIES52115EXTERIOR RAMPS & LANDINGS22-1923--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALACCESSIBLE ROUTES,PARKING NOTES ANDDETAILSAD-01RESIDENT VAN EV CHARGING SPACE City Council 23 – 19312/6/2022  21PULL SIDE18"MIN.IF PILE HEIGHTEXCEEDS 1/4", THENEDGES MUST HAVEBEVELED TRIMEXPOSED EDGE1/2" MAX. PILE THICKNESSTRANSITION TRIMFIRM PAD39" MIN - 41 MAX. 48" MAX. TOP OF MOUNTING BRACKET 27" MAX.SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTIONS 1127A.5.3 AND 11B-608.A.SHOWERS SHALL BE CONSISTENT WITH ONE OF THE FOLLOWING SIZES AND SHALL BE MEASURED FROM THE FACE OF WALL SURFACES:1.ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 30" MIN. IN DEPTH WITH A FULL OPENING WIDTH ON THE LONG THE SIDE, SEE FIGURE 16.1 BELOW.2.ALTERNATE ROLL-IN SHOWER, 60" MIN. IN WIDTH BY 36" IN DEPTH WITH AN ENTRANCE OPENING WIDTH OF 36", SEE FIGURE 16.2 BELOW.3.ALTERNATE ROLL-IN SHOWER WITH OPTIONAL ENCLOSURE, 60" MIN. IN WIDTH BY 36" MIN. IN DEPTH AS LONG AS THE ENTRANCEOPENING WIDTH IS A MIN. 36", SEE FIGURE 16.3 BELOW.B.THRESHOLDS IN ROLL-IN TYPE SHOWERS SHALL BE 1/2" HIGH MAX. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGETREATMENT. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERT. IN 2 UNITSHORIZ.C.SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE1/4" PER FOOT IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4" MAXIMUM AND LOCATED FLUSH WITH THEFLOOR SURFACE.D.WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED, THERE SHALL BE AT LEAST ONESHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROL VERSUS ONE RIGHT-HANDCONTROL).E.WATER CONTROLS SHALL BE OF A SINGLE-LEVER DESIGN, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. THECENTERLINE OF THE CONTROLS SHALL BE LOCATED 39" TO 41" ABOVE THE SHOWER FLOOR AND LOCATED WITHIN THE SHOWER PER THEFIGURES WITHIN.F.A SHOWER SPRAY UNIT WITH A HOSE 59" INCHES LONG MINIMUM THAT CAN BE USED BOTH AS A FIXED POSITION SHOWER HEAD AND AS AHAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF.IF AN ADJUSTABLE-HEIGHT SHOWER HEAD OR A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USEOF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120°F MAXIMUM. WHERE SUBJECT TO EXCESSIVE VANDALISM, TWOFIXED SHOWER HEADS SHALL BE INSTALLED INSTEAD OF A HAND-HELD SPRAY UNIT IN FACILITIES THAT ARE NOT TRANSIENT LODGINGGUEST ROOMS. EACH SHOWER HEAD SHALL BE INSTALLED SO IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVESWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY.G.A FOLDING SEAT SHALL BE SIZED AND LOCATED AS SHOWN BELOW. SEE DETAIL 13 THIS SHEET FOR SEAT STRENGTH AND MOUNTINGREQUIREMENTS.H.GRAB BARS SHALL BE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. GRAB BARS SHALL ALSO COMPLY WITH THE DIAMETER,LOADING AND PROJECTION REQUIREMENTS OF DETAIL 13 ON THIS SHEET. GRAB BARS SHALL BE MOUNTED BETWEEN A MINIMUM 33" AND AMAXIMUM 36" ABOVE THE SHOWER FLOOR. L-SHAPED GRAB BARS ARE PERMISSIBLE OR MULTIPLE GRAB BARS INSTALLED AT THE SAMEHEIGHT AND NO MORE THAN 6" FROM ADJACENT WALLS. GRAB BARS MAY BE MOUNTED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT,BUT SHALL NOT EXTEND TO INCLUDE THAT PORTION OF WALL OVER THE SEAT.I.WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40" ABOVE THE SHOWER FLOOR,AND WITHIN THE 27" MAXIMUM REACH LIMITS FROM THE SEAT.J.ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRSONTO SHOWER SEATS.17" MIN. 19" MAX.12" MAX.42" MIN.33" - 36" 19" MIN. 40" MAX. 33" - 36"12" MIN.24" MIN.36" MIN.SIDE WALLREAR WALLCL24" MIN.7" - 9"WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1127A.2.1, 1127A.2.3, ICC_A117.1-09A.WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONEDWITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE ACCESSIBLE WATERCLOSET SHALL BE 18" FROM THE SIDE WALL OR PARTITION.B.ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PERDETAILS 8 AND 9 ON THIS SHEET.C.THE SEAT HEIGHT OF A WATER CLOSET ABOVE FINISH FLOOR SHALL BE 17" MINIMUM AND 19" MAXIMUMMEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATSSHALL BE 2" HIGH MAXIMUM.D.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH DETAIL 13 OF THIS SHEET. GRAB BARS SHALL BEPROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL AS INDICATED BELOW.E.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL COMPLYWITH DETAIL 17 OF THIS SHEET EXCEPT THAT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR.F.TOILET PAPER DISPENSERS SHALL BE LOCATED AS INDICATED BELOW AND PER DETAIL 14 OF THIS SHEET.G.ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PERDETAILS 8 AND 9 ON THIS SHEET.48" MINIMUM 30" MINIMUMACCESSIBLE URINALS SHALL COMPLY WITH CBC SECTION 1127A.2.4 AND 11B-605.A.URINALS SHALL BE FLOOR MOUNTED (STALL TYPE) OR WALL HUNG WITH THE RIM 17" MAXIMUM ABOVE THEFINISH FLOOR OR GROUND. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THE OUTER FACE OFTHE URINAL RIM TO THE BACK OF THE FIXTURE.C.WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE OF 30" X 48" IN FRONT OFTHE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH DETAIL 22 OFTHIS SHEET.D.FLUSH CONTROLS SHALL HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALLCOMPLY WITH DETAIL 17 OF THIS SHEET EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT AMAXIMUM HEIGHT OF 44" ABOVE FINISH FLOOR.13-1/2" MIN.17" MAX.13-1/2" MIN. 17" MAX. 17" MAX.SINGLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTION 1127A.2.2 AND 11B-603.A.THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48"LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE . THERE SHALL BE IN THE ROOM A CLEARFLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH DETAIL 22, NOTE B, OFTHIS SHEET; SEE FIGURES 9.1 AND 9.2 BELOW. NO DOOR SHALL NOT ENCROACH INTO THIS CLEAR FLOORSPACE FOR MORE THAN 12"; SEE FIGURE 9.2 BELOW.B.WHEN A TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYINGWITH DETAIL 22, NOTE C, OF THIS SHEET, IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOORSWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIREDFOR ANY FIXTURE; SEE FIGURE 9.2 BELOW.C.PROVIDE ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN THIS DETAILAND DETAIL 10 ON THIS SHEET. PROVIDE ONE LAVATORY IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET.D.ALL DOORS FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OFAN ACCESSIBLE ROUTE SHALL BE 36" EXCEPT AT DOORS. SEE DETAIL 4 OF THIS SHEET.E.THE ACCESSIBLE ROUTE AND TOILET ROOM FLOOR SHALL BE STABLE, FIRM AND SLIP RESISTANT.F.GRAB BARS SHALL BE INSTALLED IN COMPLIANCE WITH DETAILS 10 & 13 OF THIS SHEET.G.THE ENTRANCE DOOR SHALL BE PROVIDED WITH A PRIVACY LOCK OR LATCH IN COMPLIANCE WITH DETAIL 40F THIS SHEET.MULTIPLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTIONS 1127A.2.1 AND 11B-604.A.TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR AT-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEECHAIR TURNING SPACE SHALLCOMPLY WITH SECTION 1138A.1.3. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT,A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12".B.DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOORSPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. SEE FIGURE 8.2-BBELOW, ACCESSIBLE COMPARTMENT WITH SIDE IN-SWING DOOR.C.PROVIDE A MINIMUM OF ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHINTHIS DETAIL AND DETAIL 10 ON THIS SHEET. PROVIDE AT LEAST 5 PERCENT OF LAVATORIES, BUT NOT LESSTHAN ONE LAVATORY, SHALL BE ACCESSIBLE IN COMPLIANCE WITH DETAIL 12 0F THIS SHEET.D.WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING:1.THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 18" MAXIMUM FROM THE SIDE WALL ORPARTITION. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET LOCATED IN A AMBULATORY ACCESSIBLECOMPARTMENT, REQUIRED BY NOTE F BELOW, SHALL BE 18" FROM THE SIDE WALL OR PARTITION.2.PROVIDE A CLEAR FLOOR SPACE AND MANEUVERING SPACE IN COMPLIANCE WITH FIGURES 8.1A, 8.1B, 8.2AOR 8.2B AT THE ACCESSIBLE WATER CLOSET COMPARTMENT AND FIGURE 3 WHEN A AMBULATORYACCESSIBLE COMPARTMENT IS REQUIRED.E.ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING:1.THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVISE, AND SHALL HAVE ACLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED ATTHE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEE ALLFIGURES BELOW.2.THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPEDHANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHERHARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST.3.EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESSTHAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONSWITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOTBE LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSEDPOSITION. MANEUVERING SPACE OUTSIDE THE COMPARTMENT DOOR SHALL COMPLY WITH DETAIL 4, NOTEF, OF THIS SHEET. MANEUVERING SPACE INSIDE THE COMPARTMENT SHALL COMPLY WITH THE THE FIGURESBELOW.4.TOE CLEARANCE SHALL BE PROVIDED ON AT LEAST ONE SIDE PARTITION OF AT LEAST 9" HIGH AND 6" DEEPMEASURED FROM THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORTMEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES ORABRASIVE SURFACES. TOE CLEARANCE IS NOT REQUIRED IN COMPARTMENTS GREATER THAN 66" WIDE.F.IN LARGE TOILET ROOMS, WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE- ACCOMMODATIONTOILET ROOM, IN ADDITION TO THE WATER CLOSET COMPARTMENT REQUIRED ABOVE, PROVIDE AT LEAST ONEAMBULATORY ACCESSIBLE COMPARTMENT. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL BE 36" WIDEWITH AN OUTWARD SWINGING SELF-CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH DETAIL 13 OFTHIS SHEET INSTALLED ON EACH SIDE WALL OF THE COMPARTMENT. SEE FIGURE 8.3 BELOW.COMMON ACCESSIBLE LAUNDRY ROOMS SHALL COMPLY WITH CBC SECTIONS 1127A.10 AND 11B-611WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED, AT LEAST ON TYPE OF APPLIANCE PROVIDED IN EACHLAUNDRY AREA SHALL BE ACCESSIBLE AND SHALL BE ON AN ACCESSIBLE ROUTE. SUCH APPLIANCES SHALLINCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH ASWASH SINKS, TABLES AND STORAGE AREAS.WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALLBE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING, EACH LAUNDRYROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING ANDANOTHER LOCATED IN A BASEMENT, IT IS ACCEPTABLE TO ONLY HAVE THE GROUND FLOOR LAUNDRYACCESSIBLE.A.THERE SHALL BE A MINIMUM CLEAR SPACE 30" PERPENDICULAR BY 48" PARALLEL IN FRONT OF CLOTHESWASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30" BY 48"PROVIDED FOR AT LEAST ONE TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM (E.G.,SOAP DISPENSERS, WASH SINKS, TABLES AND STORAGE AREAS).B.CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BEACCESSIBLE SHALL HAVE CONTROLS (INCLUDING COIN SLOTS) WITHIN THE REACH RANGE OF A SEATEDUSER. CONTROLS SHALL BE LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15", ABOVE THE FINISHFLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AWASHER OR DRYER) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FORFORWARD APPROACH, OR 46" FOR SIDE APPROACH, PROVIDED THAT THE OBSTRUCTION IS NO MORE THAN24" IN DEPTH. CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THATCOMPARABLE CONTROLS OR OUTLETS, THAT PROVIDE THE SAME FUNCTIONS, ARE PROVIDED WITHIN THESAME AREA AND ARE ACCESSIBLE. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRETIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. SEE DETAIL 22 ON THIS SHEET.C.WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BEFRONT LOADING.D.DEEP UTILITY SINKS SHALL MEET THE REQUIREMENTS FOR FAUCET CONTROLS (SEE DETAIL 12 THIS SHEET)AND A 30"X48" CLEAR FLOOR SPACE PARALLEL TO THE SINK SHALL BE PROVIDED.E.FOLDING TABLES SHALL BE PROVIDED WITH THE TABLE TOP BETWEEN 28" TO 34" ABOVE THE FLOOR. KNEESPACE SHALL BE PROVIDED BELOW IN COMPLIANCE WITH DETAIL 12 THIS SHEET.17"-19"THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR COMMONAND PUBLIC USE FACILITIES WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, ANDSPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE CALIFORNIA BUILDING CODE(CBC) AND FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTOR THEGENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.COMMON USE FACILITIES SHALL COMPLY WITH CBC CHAPTER 11A AND ANSI A117.1 AS REFERENCED BY THE FAIRHOUSING ACT (FHA) DESIGN MANUAL. IF COMMON USE FACILITIES ARE MADE AVAILABLE TO THE PUBLIC, IF ONLYPERIODICALLY, THEY MUST COMPLY WITH CBC CHAPTER 11B AND ADAS N ADDITION TO THE REQUIREMENTS LISTEDABOVE DURING PERIODS OF PUBLIC USE.WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BEACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO;LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES,COMMUNITY ROOMS, CLUBHOUSES, HEALTH ANDFITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS,FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE.PUBLIC USE FACILITIES AND AREAS SHALL COMPLY WITH CBC CHAPTER 11B AND ADAS. WHEN PROVIDED, PUBLICUSE FACILITIES AND AREAS FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE ACCESSIBLE TOPERSONS WITH DISABILITIES.PUBLIC USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; RENTAL OFFICES, SALES OFFICES AND MAINTENANCEFACILITIES. THESE AREAS, BY THEIR NATURE, ARE OPEN TO PEOPLE OTHER THAN RESIDENTS AND THEIR GUESTS.THEY, THEREFORE, MUST COMPLY.DOORS THAT PROVIDE ACCESS TO COMMON USE AREAS SHALL COMPLY WITH SECTION 1126A AND 11B-404. THIS SHEET FORLANDINGS AND THRESHOLDS. THE COMMON USE OR PUBLIC SIDE OF PRIMARY ACCESS DOORS TO DWELLING UNITS SHALLCOMPLY WITH NOTES F AND G BELOW.A.DOORWAYS SHALL PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36" IN WIDTH, NOT LESS THAN 80" IN HEIGHTAND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32" IN WIDTH, MEASURED WITH THE DOOR OR DOORS POSITIONEDAT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION.B.DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES..C.A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR WIDTH OF NOTLESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES FROM ITS CLOSED POSITION.AT DOUBLE EGRESS DOORS EACH LEAF MUST PROVIDE THE CLEAR WIDTH.D.THE WIDTH OF ANY COMPONENT OF THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIREDBY SECTION 1005.E.PER CBC SECTION 1010.1.5, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR. SUCH FLOOR ORLANDING SHALL BE THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOREXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4" VERTICAL TO 12" HORIZONTAL(2-PERCENT SLOPE). SEE DETAIL 6 FOR ADDITIONAL INFORMATION.F.MANEUVERING CLEARANCES AT DOORS1.THE LEVEL FLOOR OR LANDING OF AN EXIT DOOR SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWINGOF AT LEAST 60" AND A LENGTH OPPOSITE OF THE DOOR SWING OF AT LEAST 44" MEASURED AT RIGHT ANGLES TOTHE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE FIGURES BELOW.2.THE WIDTH OF LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 18" PAST THESTRIKE EDGE OF THE DOOR FOR INTERIOR DOORS AND AT LEAST 24" PAST THE STRIKE EDGE OF THE DOOR FOREXTERIOR DOORS.3.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A FRONT APPROACH:4.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A HINGE SIDE APPROACH:5.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A LATCH SIDE APPROACH:6.THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS INSTALLED IN A SERIES:G.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FORINTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THECENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BEUTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THEDOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENDORSEMENT AGENCY, NOT TOEXCEED 15 POUNDS.H.IF THE DOOR HAS A CLOSURE, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THELATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.I.THE TYPE OF LATCH AND LOCK FOR ALL DOORS SHALL BE IN ACCORDANCE WITH CBC SECTION 1008.J.HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44"ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTESHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARSOR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE.LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH NOTE H ABOVE, IN THE DIRECTION OF EGRESSK.LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOOR TOPREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS.L.THE BOTTOM 10" OF ALL DOORS AND/OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THEDOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERENARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR.MAT CARPETING MUST CONSIST OF:A.LEVEL LOOPB.TEXTURED LOOPC.LEVEL CUT PILED.LEVEL CUT/UNCUT PILECOMPRESSED CARPET 1/2"MAX. BELOW THRESHOLDFINISH FLOOR EVENDOOR THRESHOLDDOOR LANDINGSA.THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL.DOOR THRESHOLDSA.THRESHOLDS AND CHANGES IN ELEVATION AT DOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOPOF THE THRESHOLD OF THE DOORWAY.B.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.C.CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICALUNIT TO 2 UNITS HORIZONTAL. CHANGES GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP.DOOR MATSA.IF A DOORMAT IS USED IN A COMMON-USE AREA OR PUBLIC-USE AREA, IT SHALL HAVE A FIRM BACKING OR NOBACKING.B.THE MAXIMUM PILE HEIGHT SHALL BE 1/2".C.EXPOSED EDGES OF THE DOORMAT SHALL BE FASTENED TO THE FLOOR SURFACE AND HAVE TRIM ALONGTHE ENTIRE LENGTH OF EXPOSED EDGES THAT SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES INLEVEL;1.CHANGES IN LEVEL SHALL NOT EXCEED 1/2".2.WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE).3.CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL.4.CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OF A SLOPED SURFACE WITH ASLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE).D.RECESSED DOOR MATS SHALL BE LEVEL WITH THE ADJACENT SURFACE AND BE ADEQUATELY ANCHORED TOPREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC.LANDINGS AND THRESHOLDS SHALL COMPLY WITH CBC SECTIONS 1010.1.6, 1010.1.7, 1126A.2 AND 11B-302, 11B-303INTERIOR MATERIAL CHANGESA.MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2".B.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.121/4" MAX. BEVEL 1/2" MAX. RISE 1/4" VERTICAL RISE MAX.BEVEL12BEVEL2% MAXIMUM SLOPEAT EXTERIOR LANDINGACCESSIBLE LAVATORIES SHALL COMPLY WITH CBC SECTIONS 1127A.3, 1138A.2 AND 11B-606.LAVATORY FIXTURES, VANITIES AND BUILT-IN LAVATORIES SHALL COMPLY WITH THE FOLLOWING:A.LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18" TO THECENTERLINE OF THE FIXTURE. ALL LAVATORIES DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM 17" INHORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THEFINISH FLOOR AND WITH VERTICAL CLEARANCE MEASURED FROM THE BOTTOM APRON OR OUTSIDEBOTTOM EDGE OF THE LAVATORY OF 29" REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONTEDGE. IN ADDITION, A MINIMUM 9" HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THEWALL TO A DISTANCE NO MORE THEN 6" FROM THE BACK WALL. THE TOE CLEARANCE SPACE MUST BE FREEOF EQUIPMENT AND OBSTRUCTIONS; SEE FIGURE B BELOW.B.A CLEAR FLOOR SPACE 30" BY 48" COMPLYING WITH THE FIGURES BELOW AND DETAIL 22, NOTE D, OF THISSHEET SHALL BE PROVIDED IN FRONT OF AND CENTERED ON ACCESSIBLE LAVATORIES TO ALLOW FORWARDAPPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL NOTEXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY MORE THAN 19". THIS CLEAR SPACESHALL COMPLY WITH ALLOWABLE REACH RANGES.C.THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL.D.HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.E.LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATECONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, ANDELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSINGVALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.F.WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE ANDSHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SEE DETAIL14 0N THISSHEET FOR ADDITIONAL INFORMATION.60" MIN. FINISH TO FINISH CLEAR60" MIN. FINISH TO FINISH CLEARMAXIMUM1/4" : 1'-0" SLOPEFIGURE 16.3 ALTERNATE ROLL-IN SHOWERWITH OPTIONAL ENCLOSURE, PLAN VIEWSPACE ALLOWANCES AND REACH RANGES SHALL COMPLY WITH CBC SECTIONS 1138A, 11B-DIVISION 3 & 11B-DIVISION 4.A.WHEELCHAIR PASSAGE AND PASSING WIDTHS THE MINIMUM CLEAR WIDTH FOR WHEELCHAIR PASSAGE IS 36"CONTINUOUSLY. A 32" WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24" IN LENGTH, SEE FIGURE 1. SEE FIGURE 2.FOR THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60".B.WHEELCHAIR TURNING SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING FIGURES:C.CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. SHALL COMPLY WITH THE FOLLOWING:1.SIZE AND APPROACH THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLEWHEELCHAIR IS 30" BY 48". THE CLEAR FLOOR SPACE FOR WHEEL CHAIRS MAY BE POSITIONED FOR FORWARD ORPARALLEL APPROACH TO AN OBJECT U.N.O.. THE CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE APART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS.2.RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES ONE FULL UNOBSTRUCTED SIDE OF THECLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE ORADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR OR GROUND SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN ANALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCESSHALL BE PROVIDED AS FOLLOWS:D.SURFACES FOR WHEELCHAIR SPACES GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES, AND INACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS ,STAIRS AND CURB RAMPS SHALL BE STABLE,FIRM, SLIP RESISTANT AND SHALL COMPLY WITH THE FOLLOWING:1.CHANGES IN LEVEL, UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN1/4" AND 1/2" SHALE BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.CHANGES IN LEVEL GREATER THAN 1/2"MUST BE ACCOMPLISHED BY MEANS OF A RAMP, ELEVATOR OR PLATFORMLIFT.2.IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVEFIRM CUSHION, PAD OR BACKING OR NO CUSHION, PAD OR BACKING; AND HAVE A LEVEL LOOP, TEXTURED LOOP,LEVEL-CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGESOF THE CARPET SHALL BE FASTENED TO THE FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OFTHE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH ITEM 1 ABOVE3.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVELDO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL.4.IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEY SHALL BE LIMITED TO SPACES NO GREATER THAN1/2" WIDE IN ONE DIRECTION . IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THELONG DIMENSION IS PERPENDICULAR TO THE DOMINATE DIRECTION OF TRAVEL.E.REACH RANGES SHALL COMPLY WITH THE FOLLOWING FIGURES:* THE TOP OF WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAXIMUM ABOVE THE FINISH FLOOR.GRAB BARS, TUB AND SHOWER SEATS SHALL COMPLY WITH CBC SECTIONS 1127A.4.A.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISHFLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.EXCEPTION: THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITHSECTION 1127A.5.2.B.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 14". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED.C.THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVISES SHALLMEET THE FOLLOWING SPECIFICATIONS:1.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATIONOF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAROR SEAT.2.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BELESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTINGBRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT OR TORSIONAL SHEARSTRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS.3.SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINTLOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE ORTHE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER LOAD.4.TENSILE FORCE INDUCED BY A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND POINT LOAD PLUS THEMAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLEWITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE.5.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.C.A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVEELEMENTS AND SHALL HAVE ROUNDED EDGES.D.ADJACENT ELEMENTS, FOR EXAMPLE WATER CLOSET FLUSH VALVES, SHALL BE POSITIONED TO PROVIDEUNOBSTRUCTED USE OF THE GRAB BARS AT THE SPECIFIED LOCATIONS. THE SPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2" MINIMUM. THE SPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM.1.THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARSABOVE SHALL BE PERMITTED TO BE 1 1/2" MINIMUM.1 1/2" MINGRAB BAR 1 1/4" TO2" NOMINAL DIAM.FIGURE 8.2-AACCESSIBLE COMPARTMENT WITHSIDE OUT-SWING DOORPUSH SIDE60" MIN STORAGE SHALL COMPLY WITH CBC SECTIONS 1127A.11 AND 11B-811.IF FIXED STORAGE FACILITIES SUCH AS CABINETS AND SHELVES, CLOSETS AND DRAWERS ARE PROVIDED WHERE ACCESSIS REQUIRED (BY CBC SECTIONS 1.8.2.1.2 AND 1102A), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLYWITH THE FOLLOWING ITEMS. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES.A. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" COMPLYING WITH CBC SECTION 1138A.14 THAT ALLOWS EITHER AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLESTORAGE FACILITIES.B.ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGESSPECIFIED IN SECTION 1138A.3.C.HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH CBC SECTION 1138A.4. TOUCH LATCHESAND U-SHAPED PULLS ARE ACCEPTABLE.FIXED OR BUILT-IN SEATING , TABLES AND COUNTERS SHALL COMPLY WITH CBC SECTIONS 1127A.12 AND 1122B.WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED IN ACCESSIBLE PUBLIC USE OR COMMON USEAREAS, 5 PERCENT, BUT NEVER LESS THAN ONE, SHALL BE ACCESSIBLE AS FOLLOWS:A.ACCESSIBLE ROUTE OF TRAVEL. A ROUTE OF TRAVEL SHALL LEAD TO AND THROUGH SUCH FIXED OR BUILT-INSEATING AREAS OR TABLES.B.SEATING. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS,CLEAR FLOOR SPACE SHALL BE PROVIDED PER DETAIL 22 ON THIS SHEET. SUCH CLEAR FLOOR SPACE SHALL NOTOVERLAP KNEE SPACE BY MORE THAN 19".C.KNEE CLEARANCE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES ORCOUNTERS, KNEE SPACES AT LEAST 27" HIGH SHALL COMPLY WITH THE FOLLOWING FIGURES:KNEE SPACE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS.D.HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR TO THEGROUND.PULL SIDETOILET ROOM FIXTURES AND ACCESSORIES. SHALL COMPLY WITH CBC SECTIONS 1127A.8, 11B-603 & 11B-604A.TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTERECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OFEACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROMFINISHED FLOOR. A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR WIDTH SHALL BE PROVIDED TO THESEACCESSORIES.B.TOILET PAPER DISPENSERS. SEE DETAIL 10 OF THIS SHEET. SHALL BE LOCATED ON A WALL OR PARTITIONCLOSEST TO THE WATER CLOSET WITHIN 7" MINIMUM AND 9" MAXIMUM IN FRONT OF THE WATER CLOSETMEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOWAND NOT BEHIND THE GRAB BAR, 19" MINIMUM ABOVE THE FINISH FLOOR. DISPENSERS SHALL NOT BE OF ATYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.C.MIRRORS. WHERE PROVIDED, AT LEAST ONE MIRROR SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVELAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTINGSURFACE 40" ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES ORCOUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" MAXIMUMABOVE THE FINISH FLOOR.D.COAT HOOKS, SHELVES AND MEDICINE CABINETS. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THEREACH RANGES IDENTIFIED ON DETAIL 22 ON THIS SHEET. SHELVES SHALL BE LOCATED 40" MINIMUM AND48" MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NOHIGHER THAN 44" MAXIMUM ABOVE FINISH FLOOR.E.SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON THIS SHEET FOR THEREQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS ANDOPERATING MECHANISMS.48" MINIMUM PUSH SIDE12"MIN48" MIN ADDITIONAL MANEUVERING SPACE IF A DOORIS PROVIDED WITH BOTH CLOSER AND LATCH44" MIN36" MIN48" MIN 22"MIN24"MINPULL SIDEPUSH SIDE24"MIN48" MIN 44" MINDOORWIDTH DOORWIDTHDOORWIDTHDOORWIDTHDOORWIDTHDOORWIDTH1/4" MAX. BEVELFIGURE 8.3AMBULATORY ACCESSIBLE COMPARTMENT WITH FRONT OUT-SWING DOOR36" MIN.WHEN DR.SWINGS INFIGURE 8.2-BACCESSIBLE COMPARTMENT WITHSIDE IN-SWING DOOR59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 32" MIN CLEAR 32" MIN CLEAR 60" MIN CLEAR 59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE48" CLEAR 48" CLEAR 48" CLEAR 48 "CLEAR12" CLR 59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACEFIGURE 8.1-BACCESSIBLE COMPARTMENT WITHEND IN-SWING DOOR1/4" VERTICAL RISE MAX. 1/2" MAX. RISE60" MIN.SIDE DOORMANEUVERING34" MINCLEAR12"CLR59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE60" MIN.SIDE DOORMANEUVERING18"18"CLR36" MIN.WHEN DR.SWINGS INFIGURE 8.1-AACCESSIBLE COMPARTMENT WITHEND OUT-SWING DOORGRAB BARS:SHALL BE INSTALLED INACCORDANCE WITH DETAILS 10AND 12 OF THIS SHEET.34" MINCLEAR18" 18" CLR DOOR PERMITTEDTO SWING OVERHATCHED PORTIONOF MANEUVERINGSPACELOCATE END DOOR DIAGONALTO THE WATER CLOSET4" MAX DOOR PERMITTEDTO SWING OVERHATCHED PORTIONOF MANEUVERINGSPACE36"60" M I N DIA M E T E R C L E A R 60" M I N DIA M E T E R C L E A R CL 18"48" MIN.END DOORMANEUVERING60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE EQ.32" MIN CLEAR 4" MAX 48" MIN.END DOORMANEUVERING35"-37" 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE 12"MAX54" MIN.FIGURE 9.1ACCESSIBLE SINGLE ACCOMMODATIONTOILET WITH SIDE OUT-SWING DOOR60"59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE59" MIN. ATFLR. MTD. W.C.OR 56" MIN. ATWALL MTD. W.C.CLR. FLR. SPACE12"60" MIN CLEAR 36"60"FIGURE 9.2ACCESSIBLE SINGLE ACCOMMODATIONTOILET WITH SIDE IN-SWING DOOR48" MINMANEUVERINGSPACE48" MINMANEUVERINGSPACE12"24" 60" MIN. DOOR MANEUVERING & CLR. FLR. SPACE LAV. ORFIXTURELAV. ORFIXTURE18"1 1/2" CLR LTOILETPAPERDISPENSERC31" CLEAR10" CLR.PARTITIONOR WALLWHENOCCURSEQ.SIDE SEAT WALL 22" - 23"2 1/2" MAX.60" MIN. FINISH TO FINISH CLEAR1/2" MAX. THRESHOLDSIDE SEAT WALL SIDE WALL WALL OR PARTITIONFOLDING SEAT 1/2" MAX.THRESHOLDBACK CONTROL WALL36" MIN. FINISH TO FINISH CLEAR 19" MIN.33" MIN - 36 MAX. 14" - 15"15" - 16"1 1/2" MAX.SHOWER BACK CONTROL WALL ELEVATION FOR FIGURES 16.1 AND 16.3MAXIMUM1/4" : 1'-0" SLOPEFIGURE 16.1 ROLL-IN SHOWER, PLAN VIEWFOLDING SEAT CLEARFLOORSPACEBACK CONTROL WALL36" MIN.30" MIN. FINISH TO FINISH CLEAR 60" MIN.SIDE WALL 17"-19"36" MIN.FINISH TO FINISH CLEAR36" MIN. CLEAR OPENING OR DOOR OPTIONALENCLOSURE48" MAX.TOP OF MOUNTING BRACKET33" MIN - 36 MAX.MAXIMUM1/4" : 1'-0" SLOPEFIGURE 16.2 ALTERNATE ROLL-IN SHOWER, PLAN VIEWSIDE CONTROL WALL 39" MIN - 41 MAX.27" MAX.19" MIN.SHOWER SEAT15" - 16"1 1/2" MAX.60" MIN. FINISH TO FINISH CLEAR2 1/2" MAX.24" MIN.SHOWER SIDE CONTROL WALL ELEVATION FOR FIGURES 16.2BACK WALL36" MIN.FINISH TO FINISH CLEAR36" MIN. OPENINGSIDE WALL1/2" MAX.THRESHOLD18"FRONTSEAT WALLALTERNATESHOWER SEAT42" MIN.FOLDING SEATFOLDINGSEATFOLDINGSEAT 32" MIN.CLEAR24"MAX.POINTX<48"60" MIN. CLR.PASSING(CORRIDOR OVER 200')48" MIN.OR 36" MIN.IF "X" ≥ 48"60"DOORS SHALLCOMPLY WITH THEREQUIREMENTSOF DETAIL 4 OFTHIS SHEET60" DIAMETER FOR180° TURNS44" MIN.CLEAR≥ 10 OCC.LOAD60" MIN. CLR.PASSINGAT A CENTRALLOCATION60" MIN. CLR.44" MIN. CLR.CORRIDORWIDTHFIGURE 1 - WHEELCHAIR PASSAGECORRIDOR OVER 200'FIGURE 2 - WHEELCHAIR PASSING60"T-SHAPE FOR180° TURNSADDITIONALMANEUVERINGSPACE24"MAX.> 24"48" CLR.> 15"36" CLR.30" CLR.15"MAX.60" CLR."X"48" MAX."X" = 20" MAX.44" MAX."X" > 20" - 25"MAX.48" MAX.48" MAX."X" = 10" MAX.46" MAX."X" > 10" - 24"MAX."X"15"MIN.34" MAX. *FORWARD APPROACH FORWARD REACHPARALLEL APPROACH SIDE REACH30" MIN.30" MIN.CLEAR48" MIN.CLEAR48" MIN.30" CLR.42" CLR.30 MIN.19"MAX.19"MAX.ACCESSIBLE PATH OF TRAVELWHEELCHAIR SEATING SPACEWHEELCHAIR TABLE SPACECONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH CBC SECTIONS 1138A.4, 1142A AND 11B-309.A.GENERAL.CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OFACCESSIBLE ELEMENTS AND THOSE REQUIRED TO BE ACCESSIBLE BY CBC SECTION 1.9.1 SHALL COMPLY WITH THEFOLLOWING REQUIREMENTS;B.CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIRSHALL BE PROVIDED AT CONTROLS AND OPERATING MECHANISMS.C.HEIGHT.CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVEFINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE,WASTHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGESSPECIFIED IN SECTION 1138A.3. SEE DETAIL 22 ON THIS SHEET. CONTROLS AND OPERATING MECHANISMS THAT DONOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OROUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.D.OPERATION.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS OF FORCE.E.INSTALLATION HEIGHTS OF ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS.1.ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED FOR USE BY THE OCCUPANT OF THE ROOM ORAREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATINGEQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESSTHAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOR OF THE WORKING PLATFORM.2.ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERESOR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASURED FROMTHE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOROR THE WORKING PLATFORM. EXCEPTIONS INCLUDE TO FOLLOWING CONDITIONS:a.RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS AREEXEMPT.b.REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS ORWALLS.c.BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHERELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.d.IN EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESESTANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP.9" MIN. 27" MIN. @ REAR 34" MAX.RIM / COUNTERKNEETOE15" MIN.18" MIN.KNEE48" MIN. 17" MIN. 25" MAX VANITY COUNTER WITHBUILT-IN LAVATORY SHOWN8" MIN19" MAX.17" MIN.25" MAX.F.F.15" MIN.LAVATORYFIXTURESHOWN6 1/2" MAX. BOWL DEPTH1'-0"1'-0"MEN'S DOORSIGNAGE1'-0"1'-0"SANITARY FACILITY SIGNS SHALL COMPLY WITH CBC SECTIONS 1127A.7 AND 11B-703.CALIFORNIA'S STANDARDS FOR SIGNAGE ARE MORE STRINGENT THAN SECTION 4.30 OF THE ADA STANDARDS FORACCESSIBLE DESIGN. THE INFORMATION PROVIDED WITH IN THIS DETAIL IS INTENDED TO SHOW THE MINIMUMSIGNAGE REQUIRED AT SANITARY FACILITY DOORS ONLY TO OBTAIN A BUILDING PERMIT. IDENTIFICATION,DIRECTIONAL AND INFORMATION SIGNS ARE NOT PART OF THE ARCHITECT'S SCOPE OF WORK.A.ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OFACCESSIBILITY. SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUEST ROOM.B.DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL. GEOMETRICSYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58" MIMUMUM TO 60" MAXIMUMABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOORIS PROVIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR.EDGES OF ACCESSIBILITY SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE AMINIMUM RADIUS OF 1/8".1.MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH AN EQUILATERAL TRIANGLE 1/4" THICK WITHEDGES 12" LONG AND A VERTEX POINTING UP. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THEDOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.2.WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH A CIRCLE 1/4" THICK AND 12" IN DIAMETERAND A VERTEX POINTING UP. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ONA DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.3.UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER WITH A1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. THE TRIANGLESYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARKON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON ADARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.WOMEN'S DOORSIGNAGEUNISEX DOORSIGNAGE36" MIN.CLEAR< 10 OCC.LOAD24"MAX.POINT 48" MIN.CLEAR INSULATEPLUMBINGPIPES15"MIN.27" MIN.CLEAR34" MAX. 60" MINIMUM 60" MINIMUM ADDITIONAL MANEUVERING SPACE IF A DOORIS PROVIDED WITH BOTH CLOSER AND LATCHADDITIONAL MANEUVERING SPACE IFA DOOR IS PROVIDED WITH A CLOSERACCESSIBLE ROUTE(S) THROUGH WITHIN THE MULTIFAMILY DEVELOPMENT SHALL COMPLY WITH BUT NOT BELIMITED TO CBC SECTIONS 1117A, 1119A, 1121A AND 11B-DIVISION 4.A.GENERAL. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE,AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDINGENTRANCES, TO COVERED MULTIFAMILY DWELLING UNITS AND BETWEEN THE BUILDING AND THE PUBLIC WAY.ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS AND OTHER SPACES THAT ARE PART OF THEACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE APPLICABLE CODES. AT LEASTONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM THE PUBLICTRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLICSTREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTESHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHERBUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS,RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUALDWELLING UNIT. ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS:1.WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE.2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITHALL ACCESSIBLE SPACES , ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS.3.AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACHCOVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THATSERVE THE UNIT4.WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS ONLY ONE IS REQUIRED, HOWEVER ALLELEVATORS PROVIDED SHALL BE ACCESSIBLE.B.FLOORING. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM D OF THIS SHEET.C.RECESSED DOOR MATS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 6 OF THIS SHEET.D.PRIMARY ENTRANCES AND GROUND FLOOR EXITS. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXITSSHALL BE ACCESSIBLE.E.SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND-FLOOR DWELLING UNIT OF A BUILDING HAS ASEPARATE ENTRANCE, EACH SUCH GROUND-FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLEROUTE EXCEPT WHERE THE SITE TERRAIN PROHIBITS AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150A).F.MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BEACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLINGUNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITSWITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BEREQUIRED TO BE ACCESSIBLE AS DETERMINED BY ANALYSIS OF THE SITE TERRAIN. IN EVERY CASE, THEACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED MULTIFAMILY DWELLING UNITIT SERVES.G.INTERIOR WIDTHS AND LENGTHS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM A OF THISSHEET. IF A PERSON IN A WHEEL CHAIR MUST MAKE A TURN AROUND A CORNER OR OBSTRUCTION THEACCESSIBLE ROUTE SHALL COMPLY WITH DETAIL 22, ITEM B OF THIS SHEET.H.CHANGES IN LEVEL NOT EXCEEDING 1/2". ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALLNOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATERTHAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BEVERTICAL.I.CHANGES IN LEVEL GREATER THAN 1/2". CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OFA SLOPED SURFACE WITH A SLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE),OR A CURB RAMP PER CBC SECTION 1112A, A RAMP PER CBC SECTION 1114A EXTERIOR RAMPS OR 1122AINTERIOR RAMPS, ELEVATOR PER CBC SECTION 3003 OR PLATFORM WHEELCHAIR LIFT PER CBC SECTION1124A. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLYWITH CBC SECTION 1115A EXTERIOR STAIRWAYS OR 1123A INTERIOR STAIRWAYS.29" MIN. @ FRONT ACCESSIBLE PATH OF TRAVEL12"48"6"30"24"MIN.36" MIN.48" MIN60" MIN.42" MIN.36" MIN.AT EXTERIOR DOORSAT INTERIOR DOORS18"18" 18" 18"44"MIN. CLR.60" MIN.36" x 48"CLR.6" MAX.6" MAX.3" MAX.COMPARTMENTOPENING3" MAX.COMPARTMENT OPENING 11" MIN39" - 41"39" - 41"18" MIN.COMMON & PUBLICAREA ACCESSIBILITYNOTES & DETAILSAD-02818144DOORS6LAVATORY1623URINALWATER CLOSET1GENERAL NOTESLANDINGS & THRESHOLDSSHOWER1024LAUNDRY ROOMSSTORAGE & BUILT-INS12GRAB BARS & SHOWER SEATS11TOILET COMPARTMENTSTOILET ROOM LAYOUT917SANITARY FACILITY SIGNAGE22FIXTURES AND ACCESSORIES13CONTROLS & OPERATION2ACCESSIBLE ROUTESPACE & REACH RQMTS.CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 19412/6/2022  ACCESSIBLE DRINKING FOUNTAINS WHERE PROVIDED, SHALL COMPLY WITH CBC SECTIONS 1138A.2, 1139A,11B-306, 11B-307 AND 11B-602.A.GENERAL. WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALL BE ADRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS IN ACCORDANCE WITHTHIS DETAIL AND ONE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS IS ACCOMMODATEDBY THE USE OF HIGH-LOW FOUNTAINS, OR BY OTHER SUCH MEANS THAT WOULD ACHIEVE THE REQUIREDACCESSIBILITY FOR EACH GROUP ON EACH FLOOR. WHERE MORE THAN ONE DRINKING FOUNTAIN ISPROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH ITEMS A, B, D, AND E OF THIS DETAILAND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DETAIL 2 OF SHEET AD-02.0. ALL DRINKINGFOUNTAINS SHALL COMPLY WITH ITEM C OF THIS DETAIL.B.CLEARANCES. WALL-MOUNTED AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE AMINIMUM 18" AND A MAXIMUM 19" IN DEPTH AND SHALL HAVE CLEAR KNEE AND TOE SPACE BETWEEN THEBOTTOM APRON AND THE FLOOR OR GROUND AS SHOWN IN FIGURE 2.1 BELOW. THE KNEE AND TOE SPACEPROVIDED SHALL BE CLEAR OF EQUIPMENT AND OBSTRUCTIONS. AT HIGH-LOW TYPE FOUNTAINS, CENTERTHE 30" X 48" CLEAR FLOOR SPACE ON THE LOW FOUNTAIN FIXTURE. A SIDE (PARALLEL) APPROACHDRINKING FOUNTAIN IS NOT ACCEPTABLE.FIGURE 2.1C.ALCOVES. ALL DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONEDCOMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS TO NOT TO ENCROACH INTOPEDESTRIAN WAYS. THE ALCOVE OR WING WALLS IN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE ASSHOWN IN FIGURE 2.2 BELOW. ADDITIONALLY, ALCOVES AND THE SPACE BETWEEN WING WALLS SHALLCOMPLY WITH THE REQUIREMENTS OF DETAIL 22 ON SHEET AD-02 FOR WIDTH FOR WHEELCHAIR PASSING.PROTRUDING OBJECTS LOCATED IN ALCOVES, LOCATED BETWEEN WING WALLS OR OTHERWISEPOSITIONED SO AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS ARE PERMITTED TO PROJECT 4" INTOWALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES.FIGURE 2.2D.OPERABLE PART, SPOUT HEIGHT AND LOCATION. THE BUBBLER SHALL BE ACTIVATED BY A MANUALLYACTIVATED SYSTEM COMPLYING WITH DETAIL 17, ITEM D, ON SHEET AD-020.0 THAT IS FRONT OR SIDEMOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLYCONTROLLED DEVICE. THE SPOUT SHALL BE LOCATED 15" MINIMUM FROM THE VERTICAL SUPPORT AND 5"MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. SPOUT OUTLETS SHALL BE 36"MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.E.WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH MINIMUM AND SHALL BELOCATED 5" MAXIMUM IN FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASUREDHORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3"FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30° MAXIMUM. WHERESPOUTS ARE LOCATED BETWEEN 3" AND 5" MAXIMUM FROM THE FRONT FACE OF THE UNIT, THE ANGLE OFTHE WATER STREAM SHALL BE 15° MAXIMUM.9" MIN. 27" MINMUM 17" TO 19"3"KNEETOE48" MINIMUM 18" TO 19"CENTER CLEAR SPACEON DRINKING FOUNTAIN8"19" MAX.18" TO 19"F.F.TELEPHONES SHALL COMPLY WITH CBC SECTIONS 1140A AND 11B-704.A.GENERAL. IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT TELEPHONES OR OTHER PUBLICTELEPHONES ARE PROVIDED THEY SHALL COMPLY WITH THE REQUIREMENTS WITHIN THIS DETAIL. AT LEASTONE TELEPHONE IN EACH BANK OF TELEPHONES SHALL BE ACCESSIBLE.B.CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" X 48" THAT ALLOWS AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED ATTELEPHONES.C.SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE ASINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE MINIMUM CLEAR FLOOR OR GROUNDSPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO ANOBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACEREQUIRED UNDER SOME OBJECTS. SEE DETAIL 22, ITEM C, ON SHEET AD-02. FOR ADDITIONAL INFORMATION.D.RELATION OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF ACLEAR FLOOR OR GROUND SPACE OF A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR FLOOR SPACE.IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREESIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. SEE DETAIL 22, ITEM C, ON SHEETAD-02. FOR ADDITIONAL INFORMATION.E.FLOOR SURFACES FOR WHEELCHAIR SPACES. FLOOR SURFACES SHALL CONFORM TO THE REQUIREMENTSWITHIN DETAIL 22, ITEM D, ON SHEET AD-02. BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDEAPPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS.F.MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF A TELEPHONE SHALL MEET THE SPECIFIED REACHRANGES SPECIFIED WITHIN DETAIL 22, ITEM E, ON SHEET AD-02. TELEPHONES MOUNTED DIAGONALLY IN ACORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLEPART ON HIGHER THAN 54" ABOVE THE FLOOR. WHEN ENCLOSURES ARE PROVIDED, THE REACH RANGESSHALL BE AS SPECIFIED IN THE FIGURES BELOW.G.ENCLOSURES. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY OVERHANG THE CLEAR FLOOR SPACEREQUIRED IN ITEMS B, C AND D ABOVE WITHIN THE LIMITS SHOWN BELOW.SIDE REACH ENCLOSURESFORWARD REACH ENCLOSURESH.VOLUME CONTROL TELEPHONES. PUBLIC TELEPHONES REQUIRED TO HAVE VOLUME CONTROLS SHALL BEEQUIPPED WITH A RECEIVE VOLUME CONTROL THAT PROVIDES A GAIN ADJUSTABLE UP TO 20 dB MINIMUM.FOR INCREMENTAL VOLUME CONTROL, PROVIDE AT LEAST ONE INTERMEDIATE STEP OF 12 dB OF GAINMINIMUM. AN AUTOMATIC RESET SHALL BE PROVIDED. VOLUME CONTROL TELEPHONES SHALL BE EQUIPPEDWITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF A RECEIVER CAP. PUBLICTELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE.I.TEXT TELEPHONES. IF A TOTAL OF FOUR OR MORE TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIORPHONES) ARE PROVIDED AT A SITE, AND IF AT LEAST ONE OF THE TOTAL IS IN AN INTERIOR LOCATION, THENAT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. TEXT TELEPHONES SHALL MEET THEREQUIREMENTS SPECIFIED IN CBC SECTION 1140A.7, 11B-704.4 & 11B-704.5.J.CONTROLS. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT ISAVAILABLE.K.CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG.L.TELEPHONE DIRECTORIES, WHERE PROVIDED, SHALL BE LOCATED IN ACCORDANCE WITH THE REACHRANGES IN DETAIL 22, ITEM E, ON SHEET AD-02.ACCESSIBLE SWIMMING POOLS SHALL COMPLY WITH CBC SECTIONS 1141A AND 31BA.GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL COMPLY WITH THE STATED CODE SECTIONS. SEELANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION.B.SWIMMING POOL DECK AREAS. SWIMMING POOL DECK AREAS MUST BE ACCESSIBLE, AND A MECHANISM TOASSIST PERSONS WITH DISABILITIES TO GAIN ENTRY INTO THE POOL AND EXIT FROM THE POOL SHALL BEPROVIDED AT EACH POOL TYPE. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION.30" MINIMUMEQ.EQ.36" MINIMUMCLEAR32" MINIMUMCLEAR> 24" 18" MIN. 24" MAX. 18" TO 19" 18" TO 19"WALLS, CAVITYWALL OR HANDRAILSVARRIES30" MIN. CLEARWALLS, CAVITY WALL ORHAND RAILS, SEE FIGURESABOVE FOR ADDITIONALINFORMATIONCLEAR FLOOR SPACE OFLOW FOUNTAIN CANENCROACH UNDER "HIGH"FOUNTAIN IF KNEE SPACEIS PROVIDED."HIGH" FOUNTAIN"LOW" FOUNTAINEQ.EQ.ANY WIDTH10" MAX 34" MAXIMUM 27" OR BELOW 48" MAXIMUMPLAN VIEWELEVATION34" MAXIMUM 27" OR BELOW 48" MAXIMUMPLAN VIEWELEVATIONANY WIDTHSEE PLAN VIEW20" MAX "X" 24" MAX 30" MIN. CLEARIF "X" ≤ 20"36" MIN. CLEARIF "X" > 20"19" MAX 48" MINIMUM30" MINIMUM 30" MINIMUM48" MINIMUM 15 MIN."5"MAX.D.SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON SHEET AD-02 FORTHE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS ANDOPERATING MECHANISMS.1'-4" MAX.CHARACTER WIDTH TOHEIGHT RATIO BETWEEN3:5 (SHOWN) AND 1:1STROKE WIDTH TOHEIGHT RATIO BETWEEN1:5 AND 1:10 (SHOWN).3/8" MIN. 1/2" MAX. 60" ABOVE FIN. FLR. TO CENTER OF SIGN GRADE 2 BRAILLE12" MINIMUM 18" MINIMUMSTAIR NUMBERGRADE 2 BRAILLEROOF ACCESSGRADE 2 BRAILLEFLOOR LEVELGRADE 2 BRAILLEFLOOR LEVELS SERVEDGRADE 2 BRAILLE.ADDITIONAL RAISED CHARACTER AND BRAILLE EXIT SIGNS PER CBC SECTIONS 1013.4 AND 11B-703SIGNS. WHEN SIGNS AND OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH CBCSECTION 1143A & 11B-703.A. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLYWITH NOTES E, F, H, I AND J BELOW.B.WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF ABUILDING, THEY SHALL COMPLY WITH NOTES E, F AND G BELOW.C.WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS ANDFEATURES OF A BUILDING, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITYAND COMPLY WITH NOTES E AND J BELOW.D.IDENTIFICATION SIGNS SHALL COMPLY WITH ALL REQUIREMENTS. DIRECTION AND INFORMATIONSIGNS SHALL COMPLY WITH FINISH, PROPORTIONS, AND CHARACTER HEIGHT. ACCESSIBILITYSIGNS SHALL COMPLY WITH FINISH AND CONTRAST.E.FINISH AND CONTRAST CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE ANON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND,EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.F.PROPORTION CHARACTERS ON SIGNS SHALL SE SELECTED FROM FONTS WHERE THE WIDTH OFTHE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OFTHE UPPERCASE LETTER "I".G.CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL SIZED ACCORDING TO THEVIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASUREDUSING AN UPPERCASE "X'. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDEDOR PROJECTED ABOVE THE FINISH FLOOR GREATER THAN 80", THE MINIMUM CHARACTER HEIGHTSHALL BE 3".H.RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS WHEN RAISED CHARACTERS AREREQUIRED OR PICTORIAL SYMBOLS ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THEFOLLOWING REQUIREMENTS:1.CHARACTERS ON SIGNS SHALL BE RAISED 132" MINIMUM AND SHALL BE SANS-SERIFUPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH "F" BELOW.2.RAISED CHARACTERS SHALL BE A MINIMUM 58" AND A MAXIMUM OF 2" HIGH.3.PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACEDDIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELDSHALL BE A MINIMUM OF 6" IN HEIGHT.4.CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACEDA MINIMUM 38" AND A MAXIMUM 12" DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT ORCENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHERBELOW ALL LINES OF TACTILE TEXT.I.LOCATION WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATEDALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLEDOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN THESIGN IS LOCATED WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THERIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR ORAT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENTWALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOORSPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS IS PROVIDEDBEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPENPOSITION.J.HEIGHT SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISHFLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUMABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISEDCHARACTERS.K.BRAILLE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHENEVER BRAILLE IS REQUIRED.BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBCSECTION 1143A.7 AND CBC SECTION 11B-703.3.COMMON & PUBLICAREA ACCESSIBILITYNOTES & DETAILS (2)AD-02.181814461623102412119172213-21-1915202--------------DRINKING FOUNTAINSSWIMMING POOLSTELEPHONE5SIGNAGELOCKERS & STORAGECCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 19512/6/2022  SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 1134A.6A.GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OFSHOWERS 32 INCHES TO 38 INCHES ABOVE THE FLOOR AND MINIMUM OF 6 INCHESNOMINAL IN HEIGHT. (CBC 1134.6.4)B.WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES IN HEIGHT AND HAVEABEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL.THRESHOLD 12 INCH OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOTEXCEEDING 45 DEGREES FROM HORIZONTAL. (CBC 1134.6.5)THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE-REQUIRED MINIMUM STANDARDS FOR DWELLINGUNITS WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FORAPPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2019 CALIFORNIA BUILDING CODE(CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTORTHE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BEKNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHERINFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHADESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK.DWELLING UNITS SHALL COMPLY WITH CBC CHAPTER 11A AND THE FHA DESIGN MANUAL. A DWELLING UNIT IS ASINGLE UNIT OF RESIDENCE FOR A FAMILY OF ONE OR MORE PERSONS, WHICH MAY INCLUDE CONDOMINIUMS, ANAPARTMENT UNIT WITHIN AN APARTMENT BUILDING, AND OTHER TYPES OF DWELLINGS IN WHICH SLEEPINGACCOMMODATIONS ARE PROVIDED BUT TOILETING OR COOKING FACILITIES ARE SHARED BY OCCUPANTS OF MORETHAN ONE ROOM OR PORTION OF THE DWELLING. EXAMPLES OF THE LATTER INCLUDE DORMITORY ROOMS ANDSLEEPING ACCOMMODATIONS IN SHELTERS INTENDED FOR OCCUPANCY SUCH AS RESIDENCES FOR HOMELESSPERSONS.CONTROL WALL HEAD WALL BACK WALL BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1134A.5A.THERE SHALL BE A MINIMUM FLOOR SPACE 48" PARALLEL BY 30" PERPENDICULAR TO THESIDE OF THE BATHTUB OR BATHTUB-SHOWER COMBINATION MEASURED FROM THE FOOT ORDRAIN END OF THE TUB. THE AREA UNDER A LAVATORY MAY BE INCLUDED IN THE CLEARFLOOR SPACE PROVIDED THAT KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8 (SEEDETAIL 16 THIS SHEET). CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACHINTO THE FLOOR SPACE.B.GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON THE BACK AND SIDE SURROUNDINGWALLS AS SHOWN BELOW. IA BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALLPROVIDE REINFORCED AREAS FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS.C.FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THEFORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVEROPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLESOF ACCEPTABLE DESIGNS.KITCHENS SHALL COMPLY WITH CBC SECTION 1133AA.CLEAR FLOOR SPACE1.A CLEAR FLOOR SPACE SHALL BE PROVIDED FOR PARALLEL APPROACH AT ARANGE OR COOKTOP.2.A CLEAR FLOOR SPACE THAT PERMITS EITHER PARALLEL OR FORWARDAPPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURESOR APPLIANCES.3.THE CENTERLINE OF THE PROVIDED SPACE SHALL BE ALIGNED WITH THECENTERLINE OF THE FIXTURE OR APPLIANCE.B.CLEAR WIDTH1.U-SHAPED KITCHENS WITH A PARALLEL APPROACH AT A RANGE OR COOKTOP ATTHE BASE OF THE "U" SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". (FIGURE A)2.U-SHAPED KITCHENS WITH A COOKTOP OR SINK AT THE BASE OF THE "U" WITH AFORWARD APPROACH SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". (FIGURE BAND C)3.ALL OTHER KITCHENS SHALL HAVE A MIN. CLR. WIDTH OF 48". (FIGURE D)4.U-SHAPED KITCHENS WITH A SINK AND DISHWASHER AT THE BASE OF THE "U"SHALL HAVE A MINIMUM CLEAR WIDTH OF 68" TO ACCOMMODATE THE PARALLELAPPROACH OF BOTH THE SINK AND THE DISHWASHER. (FHA 7.9) (FIGURE E)C.REMOVEABLE CABINETRY1.BASE CABINETS AND SHELVING DIRECTLY BELOW THE KITCHEN SINK COUNTERAREA SHALL BE REMOVEABLE WITHOUT THE USE OF SPECIALIZED TOOLS ORKNOWLEDGE.2.KNEE SPACE PER 1134A.8, #4.3.THE FINISH FLOOR BELOW THE KITCHEN SINK SHALL BE EXTENDED TO THE WALL.D.COUNTERTOPS1.A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR THE INSTALLATION OFTHE KITCHEN SINK.2.A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR A WORK SURFACE. TWO15" BREADBOARDS MAY BE PROVIDED IN LIEU OF WORK SURFACE3.MIN. 5 PERCENT OF COVERED DWELLING UNITS MUST PROVIDERE-POSITIONABLE COUNTERTOP WORK SURFACE AND SINK PER CBC 1133A.4.1.STONE, CULTURED STONE, AND TILED COUNTERTOPS DO NOT NEED TO MEETTHE REPOSITIONING REQUIREMENTS. TWO 15" BREADBOARDS MAY BEPROVIDED IN LIEU OF THE RE-POSITIONABLE COUNTERTOP WORK SURFACEa.THE KITCHEN SINK AND WORK SURFACE COUNTERTOP SHALL BE DESIGNEDTO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28".b.BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK AND WORK SURFACESHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3.c.THE SIDES OF ADJACENT CABINETS AND THE BACK WALL SHALL BECONSTRUCTED OF DURABLE AND NONABSORBENT MATERIALS.d.FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THEKITCHEN SINK AND WORK SURFACE.E.KITCHEN SINK FAUCETCONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE.LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMSARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IFTHE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.RANGE OR COOKTOPONLY PARALLELAPPROACH REQUIRED.CLEAR FLOOR SPACE AT APPLIANCES & FIXTURESBACK WALL6" MAX. 38" MIN.6" MAX.48" MIN.6" MAX.24" MIN.38" MIN. 32" MAX.48" MINIMUM30" MINIMUM GRAB BARREINFORCEMENT42" MIN.*18"MIN.32" MIN.CLR.**42" MIN.*INTERNAL UNIT DOORDOORWIDTH**LANDING MAYBE REDUCEDTO 39" IF DOORPROVIDES 34"CLR. OPENING.PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1132A.1.THE REQUIREMENTS OF SECTION 1126A.3 SHALL APPLY TO THE MANEUVERING CLEARANCES AT THE SIDE OF THEDOOR EXPOSED TO COMMON OR PUBLIC USE SPACES, INCLUDING ENTRY OR EXIT DOORS WHICH OPEN FROM THECOVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE.INTERIOR DOORS AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH SECTION 1132A.2.EXCEPT AS ALLOWED BY SECTION 1109A.2, INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARYEXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THEDWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHEDBASEMENT OR ATTACHED GARAGE.A.THE WIDTH AND HEIGHT OF DOORS SHALL COMPLY WITH THE FOLLOWING:1.DOORS SHALL BE NOT LESS THAN 6'-8" IN HEIGHT2.SWINGING DOORS MUST PROVIDE A MINIMUM NET CLEAR OPENING WIDTH OF 32", MEASURED WITH THEDOOR OR DOORS POSITIONED AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. A 34" DOOR ISACCEPTABLE.3.SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES WITHIN THE DWELLING UNIT.4.A NOMINAL 32" CLEAR OPENING PROVIDED BY A STANDARD 6' WIDE SLIDING PATIO DOOR IS ACCEPTABLE.5.A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEARWIDTH OF NOT LESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREESFROM ITS CLOSED POSITION.B.FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL AND CLEAR. CHANGES IN HEIGHT BETWEENLANDINGS SHALL COMPLY WITH CBC SECTION 1126A.2 OUTSIDE THE UNIT, SEE DETAIL 6 SHEET AD-02, ANDCBC SECTION 1132A.4 WITHIN THE UNIT, SEE DETAIL 4 THIS SHEET.C.MANEUVERING CLEARANCES AT DOORS SERVING COVERED DWELLING UNITS SHALL COMPLY WITH CBCSECTION 1132A.5 (SEE FIGURES BELOW) AND CBC SECTION 1126A.3 FOR OTHER DOORS.D.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THEDOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOTTO EXCEED 15 POUNDS .E.IF THE DWELLING UNIT ENTRY DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BEADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TOMOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR (SECTION1126A.4.1 AND FHA REQ. 3).F.HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30"AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON ANACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS,PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE HARDWARE.G.LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOORTO PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS IN GROUP R AND U OCCUPANCIES WITHAN OCCUPANT LOAD GREATER THAN 10.H.THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TOBE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERENARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OFTHE DOOR.I.EVERY PRIMARY ENTRY DOOR TO A COVERED MULTI-FAMILY DWELLING UNIT SHALL BE PROVIDED WITH ADOOR BUZZER, BELL, CHIME OR EQUIVALENT . THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUMOF 48" ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING.ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SHALL COMPLY WITH CBC SECTION1136AA.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS ANDCOMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASUREDFROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15" TO THE BOTTOM OFTHE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKINGPLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLEA KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGESSPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTENDMORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLEPROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS,ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.EXCEPTIONS INCLUDE OUTLETS INSTALLED FOR BASEBOARD HEATERS, FLOOR RECEPTACLESINSTALLED ADJACENT TO SLIDING PANELS OR WALLS, BASEBOARD OUTLETS USED INRELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOROUTLETS NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS.B.CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREATO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING,HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED TOTHE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15" TOTHE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OFTHE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER AN OBSTRUCTION (FOREXAMPLE A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHINTHE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONSSHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL.SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE,PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAMEFUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE..EXCEPTIONS INCLUDE APPLIANCES (KITCHEN STOVES, DISHWASHERS, RANGE HOODS,MICROWAVE OVENS, LAUNDRY EQUIPMENT AND SIMILAR APPLIANCES) THAT HAVE CONTROLSLOCATED ON THE APPLIANCE.WATER CLOSETS IN BATHROOMS AND POWDER ROOMS SHALL COMPLY WITH CBC SECTION1134.A.7.A.THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48" IN CLEAR WIDTH.THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET ATLEAST 36".EXCEPTION: THE 48" MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36" FOR LAVATORIES,CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A WATER CLOSET WHICH EXTEND NO MORE THAN 24" IN DEPTH.WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS AGRAB BAR TO BE INSTALLED ON ONE SIDE OF A FIXTURE. IN LOCATIONS WHERE WATERCLOSETS ARE ADJACENT TO WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINEOF THE FIXTURE SHALL BE A MINIMUM OF 18" FROM THE OBSTACLE.B.WATER CLOSETS SHALL BE LOCATED IN A FLOOR SPACE MIN. 48" IN WIDTH AND MIN. 66" INDEPTH. A FIXED CABINET OR WING WALL MAY PROJECT MAX. 24" PERPENDICULAR FROM THEREAR WALL OF THE FIXTURE (FHA 7.43-7.44).C.WATER CLOSET SEAT HEIGHT SHALL BE MIN. 15".D.CONTROLS SHALL SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCEE.GRAB BAR REINFORCEMENT SHALL BE PROVIDED AS SHOWN BELOW.17" - 18"CL18" MIN.36" MIN. CLR.LAVATORY/VANITY WITH FIXEDCABINETRY PERMITTED36" MINIMUM CLEAR 66" MIN. (FHA 7.43) 24" MAX (FHA 7.43) 32" MAX. 38" MIN.GRAB BARREINFORCEMENT40" MIN.12"MAX.26" MIN.15" MIN. SEAT GRAB BARREINFORCEMENT1'-0"MAX2'-6" MIN. CLEAR 6" MIN5'-0" MIN. CLEAR ENTRANCE48" MIN. CLEAR30" MIN.KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANYCABINET, COUNTERTOP OR THE FACE OF ANY APPLIANCE (EXCLUDINGHANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THEOPPOSING CABINET, COUNTERTOP, APPLIANCE OR WALL AS FOLLOWS:KITCHEN SINKPARALLEL OR FORWARDWITH KNEE SPACEAPPROACH REQUIRED,BASE CABINETS DIRECTLYUNDER THE KITCHEN SINKCOUNTER AREA MUST BEREMOVABLE TO PROVIDECLEARANCE FOR AWHEELCHAIR. (CBC 1133A.3)OVEN, DISHWASHER ANDTRASH COMPACTORPARALLEL OR FORWARDAPPROACH REQUIREDREQUIREDFUNCTIONAL 30"X48"CLEAR SPACE FORAPPLANCE WITHPULL OUT OR PULLDOWN DOOR (FHA)REFRIGERATORPARALLEL OR FORWARDAPPROACH REQUIREDREQUIREDFUNCTIONAL 30"X48"CLEAR SPACE ATRANGE PULL DOWNDOOR (FHA)REQUIRED 30"X48"CLEAR SPACE ATCOOKTOP (FORWARDAPPROACH WITH KNEESPACE AS ALTERNATE)6"DOOR DIM6"GARBAGEDISPOSAL TO BECLEAR OF REQUIREDKNEE SPACEACCESSIBLE ROUTE(S) WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITHSECTION 1130A.A.AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THEDWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR,AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACESAT KITCHEN APPLIANCES AND BATHROOM FIXTURES.B.THE ACCESSIBLE ROUTES INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS MAYINCLUDE HALLWAYS, CORRIDORS AND RAMPS AND SHALL BE AT LEAST 36" WIDE.CHANGES IN LEVEL ON ACCESSIBLE ROUTES WITHIN THE MULTIFAMILY DWELLING UNIT SHALLCOMPLY WITH SECTION 1131A.A.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 12".B.WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATERTHAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE).C.CHANGES IN LEVEL NOT EXCEEDING 14" MAY BE VERTICAL.D.CHANGES IN LEVEL GREATER THAN 12" SHALL BE MADE BY MEANS OF A RAMP, ELEVATOR ORPLATFORM LIFT.48" MIN. CLEAR42" MIN. CLEAR 48" MIN.30" MIN.13'-0" MIN. ENTRANCE36" MIN CLEAR PATH39" IF 3' DR INSTALLEDMAXIMUM 1/2" : 1'-0"SLOPE23MAXIMUM 1/2" : 1'-0"SLOPE3'-0" MIN. CLEAR39" IF 3' DR INSTALLED36" MIN. ENTRANCE 39" IF 3' DOOR INSTALLED 30" MIN.48" MIN. 60" MIN. CLEAR MAXIMUM 1/2" : 1'-0" SLOPE REAR WALLALTERNATE ROLL-IN60 INCH ROLL-IN42 INCH ROLL-INLOCATE CONTROL ANDSPRAY ON WALL FLUSH ANDPARALLEL WITH MANEUVERINGSPACE OUTSIDE THE SHOWERTYPICAL ALL SHOWER PLANSCONTROL WALLCONTROL WALLREAR WALLCONTROL WALLSEAT WALLREAR WALL 48" MINIMUMCLEAR (FHA 7.43).48"MINIMUM CLEARWIDTH68"MINIMUM CLEAR WIDTH60" DIAMETERTURNING CIRCLEFIGURE ASEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #148"MINIMUM CLEARWIDTH48"MINIMUM CLEARWIDTH(FHA 7.9)60"MINIMUM CLEARWIDTHFIGURE BSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2FIGURE CSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2RANGE ORCOOKTOPWITHPARALLELAPPROACH48"MINIMUM CLEARWIDTHSINK OR COOKTOPWITH FORWARDAPPROACHFIGURE DSEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #3FIGURE ESEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #248"MINIMUM CLEARWIDTH 48" MINIMUM CLEAR WIDTH 48"MINIMUM CLEARWIDTH48"MINIMUM CLEARWIDTH LOCATED AT BOTH HEADWALL AND CONTROL WALL44" MIN.18"MIN.32" NET.CLEARINTERIOR SIDE44" MIN. 48" MIN. @ FRONT APPROACH PRIMARY ENTRY (MIN. 3'-0" WIDE DOOR)DOORWIDTH1'-0" FRONT APPROACH*2'-0" LATCH APPROACH* IF A CLOSEROR A CLOSERAND A LATCHARE PROVIDEDEXTERIOR SIDE54" AT HINGEAPPROACHSINK OR COOKTOPWITH FORWARDAPPROACH30" CLEAR WORK SURFACEPARALLEL OR FORWARD WITHKNEE SPACE APPROACHREQUIRED, BASE CABINETS,SHELVING, AND TOE KICKDIRECTLY UNDER WORKSPACECOUNTER MUST BE REMOVABLETO PROVIDE 30" MINIMUMCLEARANCE FOR A WHEELCHAIR.(CBC 1133A.3)30" MINIMUM CLEAR WIDTH GRAB BARS SHALL COMPLY WITH CBC SECTION 1127A.4A.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUMABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION THAT THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2.B.THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITHTHE FOLLOWING: 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 14". 2. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS- SECTION DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED.C.THE SECURED STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS ANDMOUNTING DEVICES SHALL MEET THE REQUIREMENTS WITHIN SECTION 1127A.4.4. GRAB BARSSHALL NOT ROTATE WITHIN THEIR FITTINGS.D.A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANYSHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUND EDGES.1 12"MIN33" MINIMUM AND 36"MAXIMUM MOUNTINGHEIGHT ABOVE THEFINISH FLOOR CIRCULAR DIAMETER OF 1 14"MINIMUM TO 2" MAXIMUM.1 12"MINOBSTRUCTION FACE OF FINISH9" MIN. 27" MIN. @ REAR 34" MAX. 40" MAX.17" MIN. DEEP TOECLEARANCE 30" WIDE 8" DEEP KNEECLEARANCE 30" WIDE11" DEEP KNEECLEARANCE 30" WIDERIM/COUNTERMIRRORKNEETOELAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH CBC SECTION1134A.8. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BEACCESSIBLE.A.LOCATION: THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE AMINIMUM OF 18" FROM AN ADJOINING WALL OR FIXTURE FOR FORWARD APPROACH. THELAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24"FROM AN ADJOINING WALL OR FIXTURE FOR PARALLEL APPROACH. THE TOP OF THEFIXTURE RIM SHALL BE A MAXIMUM OF 34 " ABOVE THE FINISH FLOOR. DISTANCE SHALL BEMEASURED TO THE HIGHER OF THE FIXTURE RIM FOR SURFACE MOUNT OR COUNTERSURFACE FOR UNDER MOUNT.B.MANEUVERING: A 30" X 48" CLEAR SPACE SHALL BE CENTERED ON THE LAVATORY.C.CABINETS UNDER THE LAVATORY ARE PERMITTED PROVIDED A PARALLEL APPROACH ISPROVIDED AND THE CABINETS ARE DESIGNED TO PROVIDE THE ADAPTABLE KNEE AND TOECLEARANCES.D.KNEE AND TOE CLEARANCE SHALL BE PROVIDED AS SHOWN BELOW. A MAXIMUM OF 19" OFTHE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY KNEE AND TOE CLEARANCES. AMAX. OF 6" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY TOE CLEARANCE.E.THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL.F.HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OROTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES.G.LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITHONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THEWRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE.LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS AREEXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCETREMAINS OPEN FOR AT LEAST 10 SECONDS.H.WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BEACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROMTHE FLOOR.MAT CARPETING MUST CONSIST OF:A.LEVEL LOOPB.TEXTURED LOOPC.LEVEL CUT PILED.LEVEL CUT/UNCUT PILESECONDARY EXTERIOR DOORCOMPRESSED CARPET 1/2"MAX. BELOW THRESHOLDFINISHFLOOR EVENDOOR THRESHOLD29" MIN. @ FRONT MANEUVERING SPACEFORWARD APPROACH48" MIN. 15" MIN. CLEAR 24" MINIMUM CLEAR AT PARALLEL APPROACHKNEE DOOR LANDINGS SHALL COMPLY WITH CBC SECTION 1132A.4A.THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXITDOORS OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE ORFLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING:B.EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING PRIMARY ENTRY DOORS AND REQUIRED EXITDOORS ARE LIMITED TO NOT MORE THAN 1/2" OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGESIN LEVEL SHALL EXCEEDING 1/2" SHALL BE MADE BY MEANS OF A RAMP WITH A MAXIMUM RAMP SLOPE NOGREATER THAN 1 : 12 (8.33%) PER CBC SECTION 1122A.2.C.EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING SECONDARY EXTERIOR DOORS ONTO DECKS,PATIOS OR BALCONY SURFACES MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF1", PROVIDED A RAMP WITH A MAXIMUM SLOPE OF 1 : 8 (12.5%) IS PERMANENTLY INSTALLED.THRESHOLDS SHALL COMPLY WITH CBC SECTION 1132A.4.1A.THRESHOLD AT PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 1/2".B.THRESHOLDS AT UNIT SECONDARY EXTERIOR DOORS AND SLIDING GLASS DOORS SHALL BE NO HIGHER THAN3/4".C.MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2".D.THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL.E.THRESHOLDS WITH A CHANGE IN HEIGHT BETWEEN 1/4" AND 3/4" SHALL BE BEVELED WITH A SLOPE NOGREATER THAN 1 : 2 (50%).181" MAX. STEP BETWEEN LANDINGS 2:1 BEVEL 3/4" MAX. 1/4" MAX. VERTICAL 3/4" MAX. RAMP 1/4" MAX. VERTICAL PRIMARY ENTRY AND REQUIRED EXIT DOORSRAMPINTERIOR FLOOR MATERIAL CHANGES2:1 BEVEL 1/2" MAX. 1/4" MAX. VERTICAL 1121/2" MAX. STEP BETWEEN LANDINGS 1/4" MAX. RAMP 1/4" MAX. VERTICALRAMP121/4" MAX. VERTICAL BEVEL1/4" MAX. BEVEL 2% MAXEXTERIORLANDING SLOPE2% MAXEXTERIORLANDING SLOPEPARALLEL APPROACH 1'-6" MINIMUM CLEAR AT FORWARD APPROACH DWELLING UNITACCESSIBILITYDETAILSAD-0348KITCHEN REQUIREMENTSLANDINGS & THRESHOLDSBATHTUBSHOWER3DOORSSWITCHES AND OUTLETSWATER CLOSET2ACCESSIBLE ROUTEGRAB BARS1GENERAL NOTES6-LAVATORY SINKCCOPYRIGHT1617212010911---CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 19612/6/2022  1/4" BEVELED EDGEKEY SWITCH1/4" ENGRAVEDBLACK LETTERSNOTES:1. VERIFY TEXT WITHELEVATORMANUFACTURER2. THIS SIGN AT EXIT FLOOR ONLY3/4" MINIMUM CALLBUTTONS RAISED 1/8"MIN. ABOVE FACE OFPLATEFIRE RECALL SWITCH ON - RECALLS ELEVATORSTO THIS FLOOROFF - NORMAL ELEVATOR OPERATIONSTO USE ELEVATORTURN FIRE SWITCHIN CAR TO ONPRESS FLOOR BUTTONPRESS DOOR CLOSE BUTTONTO CLOSE DOORPRESS DOOR OPEN BUTTONTO OPEN DOORTURN FIRE SWITCH OFFTO RELEASE ELEVATOR3-6" TO FIN FLR BLACK (ENGRAVED)1/4" BEVEL EDGERED (ENGRAVED)3/4" MINIMUM CALLBUTTONS RAISED 1/8"MIN. ABOVE FACE OFPLATE1/2" HIGH LOWER CASEMEDIUM HELVETICALETTERSIN CASE OF FIREUSE STAIRWAYFOR EXIT -DO NOT USEELEVATOR3'-6" TO FIN FLR ELEVATOR DOORGROUTSILL ANGLE & ATTACHMENTBY ELEV. MANUF.WOOD FRAMINGGYP. BRD.- SEE PLAN FORREQ. FOR WALL ASSEMBLYELEV. DOOR THRESHOLDBY ELEV. MANUF.ELEVATOR SHAFTFLOORING PER PLAN, FINISHSCHEDULE2"x 58" STL. STRINGERSMOUNTING BRACKETS &FASTENERS PER LADDER MFR.SECTIONELEVATIONALIGNREAR WALL ELEVATIONFRONT WALL ELEVATIONEMERGENCY PHONEILLUMINATED CONTROLBUTTONS31" MIN. TO 33" MAX. 35" MIN. 48" MAX. FRONT APPROACH 3" MIN.INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE)SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE GURNEY/ STRETCHERELEVATOR HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TOTHE LANDING OR HALLWAY AREA.6'-6" MIN. TO 7'-0" MAX. ABOVE FIN. FLOOR 5/8" MIN. X 1/32" RAISEDNUMBERS, TYP.PLACE RAISEDSTAR ALONGSIDEMAIN EXIT FLOORNUMBER3/4" MIN. X 1/32" ILLUMINATEDCAR CONTROL BUTTON1/8" MIN. ABOVE FACE PANELWITH SQUARE SHOULDERS ANDACTIVATED BY A MECHANICALMOTION THAT IS DETECTABLECONTRACTED GRADE 2BRAILLE SHALL BE LOCATEDIMMEDIATELY BELOWNUMERALS, CHARACTERSAND SYMBOLS, TYP.NOTE:THIS DRAWING INDICATES ACCESSIBILITY REQUIREMENTS ONLY. ACTUAL PANEL DESIGN MAYVARY PER MANUFACTURER.DOOROPENDOOR CLOSEALARM BELLEMERGENCY STOP642P-1P-21352'-11" MIN. TO FIN. FL. FROM LOWEST OPERABLE BUTTON 4'-0" FROM FIN. F. TO HIGHEST OPERABLE BUTTON 1 1/4"3/4" MIN.SUPPORT RAILT.O. PITBOT. O. PITWALL ASSEMBLY PER PLAN1" DIA. RUNGS WELDED TOSTRINGERPHOTOELECTRIC TUBEBYPASS SWITCH6'-0" MIN. TO 6'-6" MAX.AT LEAST ONE MEDICALEMERGENCY SERVICE ELEVATORSHALL BE PROVIDED TOACCOMMODATE A 24" x 84"MEDICAL GURNEY ORSTRETCHER W/ NO LESS THAN 5"RADIUS CORNERS. SIZE OFELEVATOR CAR VARIES BYMANUF.1.ELEVATORS SHALL COMPLY WITH ALL FEFERAL, STATE AND LOCAL CODE REQUIREMENTS,INCLUDING BUT NOT LIMITED TO CBC 1124A FOR ACCESSIBILITY AND CBC CHAPTER 30,ELEVATORS.2.ELEVATOR SHALL BE SELF-LEVELING TO WITHIN 1/2" OF THE FLOOR LANDINGS UNDERNORMAL LOADING AND UNLOADING CONDITIONS.THE SELF-LEVELING SHALL, WITHIN ITSZONE, BE ENTIRELY AUTOMATIC AND INDEPENDANT OF THE OPERATING DEVICE AND SHALLCORRECT THE OVER-TRAVEL OR UNDER-TRAVEL. THE CAR SHALL ALSO BE MAINTAINEDAPPROXIMATELY LEVEL WITH THE LANDING IRRESPECTIVE OF THE LOAD. THE CLEARANCEBETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BENO GREATER THAN 1-1/4".3.MINIMUM ONE OF THE ELEVATORS PROVIDED SHALL HAVE A CAR DIMENSIONS THAT SHALLACCOMMODATE A 24" X 84" AMBULANCE GURNEY OR STRETCHER WITH NOT LESS THAN 5"RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION.4.SUPPORT RAIL SHALL BE PROVIDED (1 MINIMUM) ON ONE WALL OF THE CAR (REARPREFERRED). TOP OF SUPPORT RAIL SHALL BE 31" MIN., 33" MAX. HEIGHT FROM THE FLOORAND SHALL BE MINIMUM 1-1/2" CLEARANCE FROM THE WALL. HANDRAIL SHALL BE SMOOTH,NO SHARP EDGES.5.REFER TO INTERIOR DESIGN DRAWINGS FOR CAR INTERIOR FINISHES6.THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD AND THE LANDING WHENTHE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT CANDLES.7.OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN4".8.AUDIBLE SIGNAL SOUNDS SHALL BE ONCE FOR UP DIRECTION AND TWICE FOR DOWNDIRECTION (OR EQUIVALENT)9.CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED LETTERS & SYMBOLSSHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR OPEN, DOOR CLOSE, ALARM BELL,EMERGENCY STOP, AND TELEPHONE.10.COMPARTMENT DOORS FOR EMERGENCY COMMUNICATION DEVICES SHALL BE LEVERTYPE AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST TOOPERATE.11.ALL CHARACTER AND SYMBOL BUTTONS SHALL BE DESIGNATED BY A 5/8" MINIMUM RAISEDCHARACTERS AND STANDARD RAISED SYMBOLS AS DESCRIBED IN 1124.3.3.2. GRADE 2BRAILLE SYMBOLS SHALL BE LOCATED IMMEDIATELY BELOW THE RAISED CHARACTERS.12.PROVIDE SMOKE-DETECTION ELEVATOR RECALL AT ELEVATOR ENTRANCE AREAS ANDMACHINE ROOMS.13.ELEVATOR HYDRAULIC LINE, WHEN USED, SHALL BE VIBRATION ISOLATED.14.CONTRACTOR SHALL VERIFY SOIL/WATER TABLE CONDITIONS PER GEOTECHNICAL REPORTAND MAKE NECESSARY ACCOMMODATIONS FOR ELEVATOR INSTALLATION15.CONTRACTOR SHALL VERIFY HOISTWAY AND ELEVATOR EQUIPMENT ROOM SIZES ANDREQUIREMENTS WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION.NOTE: THIS DRAWING INDICATESACCESSIBILITY REQUIREMENTSONLY-SEE BUILDING PLANS FORADDITIONAL INFORMATION2" HIGH FLOOR NUMBER SHALLBE WHITE ON BLACKBACKGROUND. MAIN ENTRYLEVEL SHALL HAVE RAISEDFIVE-POINTED STAR W/2"OUTSIDE DIAMETER PER C.B.C1124.A.8.CONTRACTED GRADE 2 BRAILLESHALL BE PLACED BELOWCHARACTERS AND THE STARON BOTH JAMBSHALL LANTERN W/AUDIBLE SIGNALELEVATORCALL BUTTONS,SEE DETAILELEVATOR DOOR3'-6" TO FIN. FLR. 5'-0" 6'-6" MIN. 7'-0" MAX.CLCLCLSTAR OF LIFE AT EACH SIDEOF DOOR FRAME, GURNEY/STRETCHER ELEVATORONLY, SEE DETAIL72" MIN. TO FIN. FLR.CLWALL ASSEMBLY PER PLANDOOR HEAD5/8" TYPE X GYP. BD.HOLLOW METAL DOOR FRAMESMOKE DOOR IN OPEN POSITIONELEVATOR DOOR FRAME, PERMANUFACTURERSMOKE DOOR IN CLOSEDPOSITIONADJUST FRAMING TO FLUSHGYP. BD. WALL FINISH AND SMOKEDOOR IN OPENED POSITIONLINE OF SOFFIT ABOVEVERIFY WITH ELEVATOR MANUFACTURERSEEVERIFY W/ ELEVATOR MANUFACTURERCAB DOOR CLEAR WIDTH + 6"ELEVATOR CALL BUTTONSMOKE DOOR, VERIFY WIDTH IN FIELDHOLLOW METAL DOOR FRAME,FACTORY PRIMEDWALL ASSEMBLY PER PLAN90°SMOKE DOOR IN CLOSEDPOSITIONELEVATOR SHAFTMAGNETIC HOLD OPEN, SHIM AS REQUIREDTO INSTALL DOOR PARALLEL TO BACK WALLELEVATOR DOORSEALANTELEV. DOOR THRESHOLDBY ELEV. MANUF.FLOORING PER PLAN, FINISHSCHEDULEELEVATOR SHAFTSILL ANGLE & ATTACHMENTBY ELEV. MANUF.CONC. PODIUM DECKEDGE OF THRESHOLD FLUSH W/WALLEDGE OF THRESHOLD FLUSH W/WALLELEVATOR DOORGROUTELEV. DOOR THRESHOLDBY ELEV. MANUF.FLOORING PER PLAN & FINISHSCHEDULE. SLOPE FINISHSURFACE AND SUBSTRATEAWAY FROM DOOR @ 1/4" PERFOOT MAXEDGE OF THRESHOLD FLUSH W/WALLPROVIDE SEALANT AND BACKERROD FULL PERIMETER BOTTOMOF HOUSINGAUXILIARY RAILPROVIDE BACKING FOR CURTAINHOUSING MOUNTING PLATESMOKE CURTAIN ASSEMBLY4'-0" MIN. 12" TYP.24"10-TYP. CALL BUTTONCALL BUTTON @ EXIT FLOOR7-HOISTWAY DOOR15-1/2"CLR.FLOOR/CEILING ASSEMBLYPER PLANWALL ASSEMBLY PER PLAN1-ELEVATOR SHAFTHOISTWAY DOOR CLEAR WIDTHFURRING AS REQUIREDSIDE / OFF-CENTERED OPENINGCENTERED OPENINGPROVIDE GYP. BD.ENTIRE HEIGHT OFWALLCMU OR PIPCONCRETEHOISTWAY2X METALFRAMING2 LAYERS 58" TYPE'X' GYPSUMWALLBOARDMETAL DOOR& JAMBLOBBYR.O. PER ELEV. MFR.3'-6" CLR.HOISTWAY2 LAYERS 58" TYPE'X' GYPSUMWALLBOARDMETAL DOOR& JAMBCMU OR PIPCONCRETE2X METALFRAMINGSEALANT &BACKER ROD58" GYP. BD. ENTIRELENGTH OF WALLCLIPPED TO WALLELEVATOR DETAILSAD-04ELEVATOR SMOKE DOORELEVATOR SILL @ CONCRETEELEVATOR SILL @ EXTERIORELEVATOR SILL @ INTERIORELEVATOR GURNEY REQ.CALL BUTTON DETAILCONTROL PANELELEVATOR SMOKE CURTAINELEVATOR DOOR HEADERELEVATOR LOBBY ACCESSSTAR OF LIFEELEVATOR PIT LADDERELEVATOR DOOR JAMBELEVATOR CAR ELEVATIONSELEVATOR NOTESCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL4 21876511916151420191824232213---- City Council 23 – 19712/6/2022  19AD-211-, 2-, OR 3-HOUR CMU WALL EXTERIOR CMU/CONC WALL 1-HOUR EXT WALL 1-HOUR EXT WALL 1-HOUR EXT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR INT WALL 1-HOUR FLOOR ASSEMBLY1-HOUR FLOOR ASSEMBLY3-HOUR HORIZONTAL ASSEMBLY1-HOUR ROOF ASSEMBLY15AD-20.25AD-20.28AD-20.26AD-20.2ONE METALLIC THROUGH PENETRANT - TUB DRAINF RATING: 3 HOUR (AMMC)T RATING: 3 HOUR (AMMC)STEEL PIPE: NOM 2 INCH DIA SCHEDULE 10 (OR HEAVIER)COPPER PIPE: NOM 2 INCH DIAIRON PIPE: NOM 2 INCH DIA CAST OR DUCTILE8AD-20.312AD-20.312AD-20.2ELECTRICAL BOX - GYPSUM WALLMAX 16 SQUARE INCHESWITH PUTTY PADS13AD-20.214AD-20.2BATHTUB NON-METALLIC THROUGH PENETRANT - WOOD FLOORF RATING: 1 HOURT RATING: 0 HOURPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORECPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR13.510AD-20.2ONE METALLIC DUCT THROUGH PENETRANT - CONCRETE/CMU WALLF RATING: SAME AS WALL (1, 2 OR 3 HOUR)T RATING: 0 HOURSTEEL DUCT: MAX 30 INCH BY 18 INCH (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GSM4AD-20.2ONE NON-METALLIC THROUGH PENETRANT - WOOD FLOORF RATING: 1 HOURT RATING: 0 HOURPVC PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORECPVC PIPE: NOM 4 INCH DIA (OR SMALLER) SDR17ABS PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR COREFRPP PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40ONE NON-METALLIC THROUGH PENETRANT - CONCRETE FLOORF RATING: 3 HOURT RATING: 3 HOUR IF THERE IS NO WALL ABOVE (AMMC) OTHERWISE 0 HOURPVC PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORERIGID NON-METALLIC CONDUIT: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 PVCCPVC PIPE: NOM 3 INCH DIA (OR SMALLER) SDR17ABS PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR COREONE METALLIC THROUGH PENETRANT - GYPSUM WALLF RATING: 1 HOURT RATING: 0 HOURSTEEL DUCT: NOM 36 INCH BY 30 INCH (OR SMALLER) NO. 24 GAUGE (OR HEAVIER)ONE METALLIC THROUGH PENETRANT - WOOD JOIST FLOORF RATING: 1 HOURT RATING: 1 HOURSTEEL PIPE: NOM 10 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID (OR HEAVIER)IRON PIPE: NOM 10 INCH DIA (OR SMALLER) CAST OR DUCTILE IRONCONDUIT: NOM 6 INCH DIA (OR SMALLER) STEEL CONDUITSTEEL ELECTRICAL METAL TUBING: NOM 4 INCH DIA (OR SMALLER)COPPER TUBING: NOM 4 INCH DIA (OR SMALLER) TYPE L (OR HEAVIER)COPPER PIPE: NOM 4 INCH DIA (OR SMALLER) REGULAR (OR HEAVIER)ONE NON-METALLIC THROUGH PENETRANT - GYPSUM WALLF RATING: 1 HOURT RATING: 0 HOURPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORECPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR17RIGID NON-METALLIC CONDUIT: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 PVCABS PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR COREONE METALLIC THROUGH PENETRANT - GYPSUM WALLF RATING: 1 HOURT RATING: 0 HOURCOPPER TUBING: NOM 4 IN DIA (OR SMALLER) TYPE M (OR HEAVIER)COPPER PIPE: NOM 4 IN DIA (OR SMALLER) REGULAR (OR HEAVIER)STEEL PIPE: NOM 4 IN DIA (OR SMALLER) SCHEDULE 5 (OR HEAVIER)CONDUIT: NOM 4 IN DIA (OR SMALLER) STEEL ELEC METALLIC TUBING OR RIGID STEEL CONDUITIRON PIPE: NOM 4 IN DIA (OR SMALLER) CAST OR DUCTILE IRONMULTIPLE METALLIC THROUGH PENETRANTS - CONCRETE FLOOR / CMU WALLF RATING: 3 HOURT RATING: 0 HOURFLEXIBLE STEEL CONDUIT: NOM 2 INCH DIA (OR SMALLER)EMT: NOM 4 INCH DIA (OR SMALLER)18AD-20.2ONE METALLIC THROUGH PENETRANT - WOOD FLOOR AT WATER CLOSETF RATING: 1 HOURT RATING: 0 HOURTOILET FLANGE: CAST IRONIRON PIPE: NOM 4 INCH DIA (OR SMALLER) CAST IRON17AD-20.2UNUSED HOLE PLUGF RATING: 3 HOURT RATING: 0 HOUR4AD-20.31-HOUR INT WALL 1-HOUR INT WALL SHEET METALDRYER VENTAIR HANDLEREXHFANEXHFANSOFFITSHEET METALDRYER VENTREG2 MULTIPLE METALLIC OR NON-METALLIC THROUGH PENETRANTS - CONCRETE FLOORF RATING: 3 HOUR (UL SYSTEM C-AJ-8093)T RATING: 3 HOUR (PER AMMC)PENETRANTS: 1 OR MORE METALLIC OR NON-METTALIC PENETRANTS DESCRIBED INUL SYSTEM C-AJ-809316AD-20.31MEMBRANE PENETRATIONS BY STEEL, FEROUS OR COPPER CONDUITS, PIPES, TUBES ORVENTS WHERE THE ANNULAR SPACE IS PROTECTED IN ACCORDDANCE WITH SECTION 713.4.1.1OR TO PREVENT THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE AGGREGATEAREA OF OPENINGS THROUGHT THE MEMBRANE SHALL NOT EXCEED 100 SQ. IN. IN ANY 100 SQ.FT. OF CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONSKEYNOTES2WHERE DUCTS PENETRATE FIRE-RESISTANCE-RATED WALL FROM A NON-RATED SOFFIT TO AROOM: PROVIDE 5/8" TYPE-X GYP BD AT THE TOP, BOTTOM AND BOTH SIDES OF THE OPENING1-HOUR INT WALL 11. FOR PIPE / WIRE / CABLE PENETRATIONS - REFER TO DETAIL 16/AD-20.NOTES19AD-20.2VENT PENETRATION AT EXTERIOR WALLONE NON-METALLIC THROUGH PENETRANT IN WALLF RATING: 3 HOUR (AMMC)T RATING: 0 HOURSTEEL PIPE: NOM 4 INCH DIA SCHEDULE 10 (OR HEAVIER)CONDUIT NOM 4 INCH DIA (OR SMALLER)COPPER PIPE: NOM 3 INCH DIA (OR SMALLER) TYPE MIRON PIPE: NOM 4 INCH DIA CAST OR DUCTILE2AD-20.2111SHEET METALDUCTSHEET METALDUCT THROUGH ROOFSHEET METALDUCTTIE-DOWN PENETRANTF RATING: 1 HOURT RATING: 0 HOUR1-HR FIRESTOPPING BY 3M AT SOLE AND TOP PLATESOFFIT24AD-20.3ONE METALLIC DUCT THROUGH PENETRANT - GYPSUM WALLF RATING: 1 HOURT RATING: 0 HOURSTEEL DUCT, MAX 100 BY 100 INCHES CONSTRUCTED PER SMACNA STANDARDS3AD-20.38AD-20CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALFIRE ASSEMBLYPENETRATION KEYPLANAD-20SCALE:43/8"=1'-0"TYPICAL FIRE-RESISTANCE RATED PENETRATIONS City Council 23 – 19812/6/2022  SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSF RATING: 3 HR.PVC PIPE NOMINAL 6" DIAM OR LESSPVC FOAM COR PIPE NOMINAL 6" DIAM OR LESSCPVC NOMINAL 6" DIAMABS NOMINAL 6" DIAM OR LESSABS FOAM CORE NOMINAL 6" DIAM OR LESSTOGGLE BOLTSPEC SEALFIRESTOP COLLARABS PIPEGYPSUM FLOOR / CEILINGASSEMBLYSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSF RATING: 1 & 2 HR.T RATING: 1/2, 3/4, 1 & 1 1/2 HR.STEEL PIPE NOMINAL 4" DIAM OR LESSIRON PIPE NOMINAL 4" DIAM OR LESSCONDUIT NOMINAL 4" DIAMCOPPER TUBING NOMINAL 4" DIAM OR LESSCOPPER PIPE NOMINAL 4" DIAM OR LESS"SPEC SEAL" SERIES100, 101, 102, OR 105SEALANTSTEEL OR IRON PIPEGYPSUM BOARDFLOOR / CEILINGASSEMBLYNON-METALLIC PIPE UP TO 3" DIAM.SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATIONREQUIREMENTSSEALANT DEPTH:WRAP STRIP - NOMINAL 1/4" THICK INTUMESCENT MATERIAL FACEDON BOTH SIDES WITH PLASTIC FILL SEALANT MIN. 5/8" THICKNESS W/1/4" CROWN IN ANNULAR SPACE OF MIN 1/4" TO 1-1/4" MAXF RATING: 1 & 2 HR. T RATING: 1, 1-3/4 & 2HR.PVC NOMINAL 3"CPVC NOMINAL 3"RIGID NON-METALLIC CONDUIT NOMINAL 3" DIAMABS NOMINAL 3" DIAMFRPP NOMINAL 2" DIAMPP NOMINAL 1" DIAMGYPSUM BOARDASSEMBLYNON-METALLICPIPE OR TUBING"SPEC SEAL" WRAPSTRIP SPEC SEALBLU"SPEC SEAL" SERIES100, 101,102, OR 105SEALANTSEALANT DEPTH:FILL SEALANT FORCED INTO ANNULUS TO MAX EXTENTPOSSIBLE ON BOTH SIDES W/ 1/4" CROWN ANNULARSPACE 1/4"SEALANT DEPTH:FILL SEALANT FORCED INTO ANNULUS TO MAX ANNULARSPACE 1/4"NOTE:INSTALL ALL MANUF. PRODUCTS IN ACCORDANCE WITH THEIR LISTED AND APPROVED TESTED ASSEMBLIES.TESTED ASSEMBLIES HAVE PRIORITY OVER ANY INFORMATION SHOWN OR NOTED HEREIN.NON-METALLIC PIPE UP TO 1 1/2" DIAMSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWNANNULAR SPACE NOMINAL 3/8"F RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR.POLYBUTLENE PIPE NOMINAL 1" DIAMPEX NOMINAL 1" DIAMABS NOMINAL 1 1/2" DIAMPVC NOMINAL 1 1/2" DIAMCPVC NOMINAL 1 1/2" DIAMGYPSUM BOARDASSEMBLYNON-METALLICPIPE OR TUBING"SPEC SEAL" SERIES100, 101, 102, 0R 105SEALANTNON-METALLIC PIPE UP TO 2" DIAM (NOT ABS)SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN LAPPING 1"BEYOND THE OPENING ANNULAR SPACE NOMINAL 5/16"GYPSUMBOARDASSEMBLYNON-METALLICPIPE CONDUIT,RACEWAY ORTUBING"SPEC SEAL"SERIES 100 101, 102,OR 105 SEALANTELECTRICALCABLESGYPSUM BOARDASSEMBLYF RATING: 1 & 2 HR. T RATING: 0UP TO 4" CABLE BUNDLESEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACTPOINT ANNULUS RANGING FROM POINT CONTACT TO 1/2" MAXSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATIONREQUIREMENTSSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETEINSTALLATION REQUIREMENTSSEALANT DEPTH:FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACTPOINT ANNULUS RANGING FROM POINT CONTACT TO 1-1/2" MAXGYPSUM BOARDASSEMBLYSTEEL OR IRONPIPE OR CONDUIT"SPEC SEAL" SERIES100 SEALANTF RATING: 1 & 2 HR. T RATING: 0 HRSTEEL PIPE NOMINAL 24" DIAM OR LESSIRON PIPE NOMINAL 24" DIAM OR LESSCONDUIT NOMINAL 4" DIAMCOPPER PIPE NOMINAL 6" DIAM OR LESSCOPPER TUBING NOMINAL 6" DIAM OR LESSF RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR.PVC NOMINAL 2" DIAM.RIGID NON-METALLIC CONDUIT NOMINAL 2" DIAM. CPVCNOMINAL 2" DIAM.OPTICAL FIBER RACEWAY FROM PVC NOM. 2" DIAM.OPTICAL FIBER RACEWAY FROM PVDF NOM. 1 1/4" DIAM.ELECTRICAL NON-METALLIC TUBING NOM. 2" DIAM."SPEC SEAL"SERIES 100 101,102, OR 105SEALANTUL SYSTEM NO. WL1049UL SYSTEM NO. WL3076UL SYSTEM NO. WL2093UL SYSTEM NO. WL2100AUL SYSTEM NO. WL2048BUL SYSTEM NO. FC1010UL SYSTEM NO. UL1479C1" MAX3 1/2"MAX6" DIAMAX3/4" MINMAX 6" DIA OPENING WITH NOM 2" (OR SMALLER) STEEL, IRON OR COPPER PIPEF RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302401JPT RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT110655TP02TUB DRAIN PENETRATION1.MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTOTHE OPENING TO A MAX 1" DEPTH ANDRECESSED INTO THE OPENING MIN 5" FROMBOTTOM SURFACE OF FLOOR2.MIN 3/4" SPECSEAL SSS OR LCI SEALANT3.MINERAL WOOL TIGHTLY PACKED INTO ANNULUSTO REMAINING DEPTH OF FLOOR4.NOM 2" DIA STEEL, IRON OR COPPER PIPE5.3-LAYERS FIREMASTER FASTWRAP XL MIN 36"DISTANCE ALONG PIPE5" MIN 1233-HR HORIZ ASSYTHROUGH PENETRATION FIRESTOP1/2"MINDATED 4/9/15 ATTACHED345NOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 4/17/151" MAX 6" DIAMAX3/4" MINF RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302402JPT RATING - 0 HR110655TP01BLANK OPENING FIRESTOP1.MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTOTHE OPENING TO A MAX 1" DEPTH ANDRECESSED INTO THE OPENING MIN 5" FROMBOTTOM SURFACE OF FLOOR2.MIN 3/4" SPECSEAL SSS OR LCI SEALANT3.MINERAL WOOL TIGHTLY PACKED INTO ANNULUSTO REMAINING DEPTH OF FLOOR5" MIN 1233-HR FLOORMODIFIED THROUGH PENETRATION FIRESTOP FOR BLANK HOLENOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 4/17/1518 SQ FT MAX OR6'-0" DIA MAXMAX 18 SQ FT OR SINGLE 6 FT DIA OPNG WITH 1 OR MORE PENETRANTSF RATING - 3 HR BASED ON UL SYSTEM NO. C-AJ-8093T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT1.Nominal 9 inch long by 4 to 6 inch by 1 to 3 inch thickplastic covered intumescent SpecSeal Firestop Pillowsby STI in accordance with UL System No. C-AJ-80932.1 or more metallic or non-metallic penetrants describedin UL System No. C-AJ-80933.3-layers Firemaster FastWrap XL minimum 36 inchesdistance along pipe9" NOM1 3-HR HORIZ ASSY 12" CONCTHROUGH PENETRATION FIRESTOPDATED 5/7/15 ATTACHED23NOTE: CONTINUOUS SPECIALINSPECTION REQUIREDDETAIL REFLECTS STAFFFINDINGS PER AMMCAPPROVED 5/7/152 1/2" MAX SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTSF RATING: 2 & 3 HR.T RATING: 0, 1, 2 & 3 HR.PVC PIPE NOMINAL 6" DIAM OR LESSCPVC PIPE NOMINAL 6" DIAM OR LESSRIGID NON-METALLIC CONDUIT NOMINAL 6" DIAMABS PIPE NOMINAL 6" DIAM OR LESSFRPP PIPE NOMINAL 6" DIAM OR LESSHDPE PIPE NOMINAL 6" DIA OR LESSSEALANT OR PUTTYPER UL REPORTNON-METALLIC PIPEFILL, VOID ORCAVITY MATERIAL -WRAP STRIP PER ULREPORTFIRESTOP SYSTEM:REFER TO UL REPORT FOR SPECIFIC CONDITION & FIRESTOP OPTIONS. THERE IS A TABLEOF MULTIPLE SCENARIOS AND OPTIONS TO CHOOSE FROM.UL SYSTEM NO. C-AJ-2297CONCRETE FLR/WALL NON-METALLICCONCRETE FLR/WALL METALLICSEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTSF RATING: 3 HR.T RATING: 0 HR.STEEL PIPE NOMINAL 4" DIAM OR LESSCONDUIT NOMINAL 4" DIAM OR LESSCOPPER TUBING NOMINAL 3" DIAMIRON PIPE NOMINAL 6" DIAM OR LESSSEALANT PER ULREPORTMETALLIC PIPEPACKING MATERIALPER UL REPORTFIRESTOP SYSTEM:PACKING MATERIAL - MIN 3-3/4 IN. THICKNESS OF MIN. 4.5 PCF MINERAL WOOL BATTINSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM SO THAT THE WIDTHOF THE WOOL IS COMPRESSED AT LEAST 50 PERCENT. PACKING MATERIAL TO BERECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL ASREQUIRED TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.FILL, VOID OR CAVITY MATERIAL - SEALANT MIN 14 IN. THICKNESS OF SEALANT APPLIEDWITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF FLOOR OR WITH BOTHSURFACES OF WALL.3M COMPANY: FB-1000 NS (FLOORS OR WALLS) OR FB-1003SLUL SYSTEM NO. C-AJ-1292WOOD FRAMED FLR/CLG NON-METALLICWOOD FRAMED FLR/CLG METALLICWALL NON-METALLICWALL ELECTRICAL CABLE BUNDLEWALL METALLIC PIPE OR CONDUITCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALFIRE PENETRATIONDETAILSAD-20.1PIPE / WIRE / CABLE PENETRATIONS43267812161110 City Council 23 – 19912/6/2022  THE DETAILS & NOTES ON THIS SHEET ARE SHOWN AS A MINIMUM ALLOWED BY THEC.B.C. IN CONJUNCTION WITH THE GYPSUM ASSN. GA 600 MANUAL, THE U.L. DIRECTORYOF FIRE RESISTANCE, AND THE CALIFORNIA DEPT. OF HEALTH SERVICE AND OFFICE OFNOISE CONTROL (C.O.N.C.) CATALOG OF S.T.C. AND ICC RATINGS.THE CONTRACTOR WILL OBTAIN A COPY OF THE LISTED ASSEMBLIES NOTED FORINSTALLATION AND FINISH ATTACHMENT REQUIREMENTS.1.)PRIOR TO SETTING THE WALL PLATES INTO POSITION - THREE (3) CONTINUOUSBEADS OF SEALANT SHALL BE LAID TO PROVIDE A SEAL BETWEEN THE FLOORING ANDTHE PLATE. ALTERNATE MINIMUM 1/2" WIDE ACOUSTICAL TAPE, OR AMOFOAM SILLSEALER.2.)SEAL ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITHACOUSTICAL SEALANT SO THAT THE BOXES ARE AIRTIGHT.3.)COVER THE BACKS OF ALL ELECTRICAL OUTLET BOXES IN THE DWELLINGSEPARATION WALL WITH ACOUSTICAL OUTLET BOX PADS.4.)OUTLET BOXES IN RATED ASSEMBLIES WITH BE STEEL PER U.B.C. SEC. 709.7 AND710.2 OR APPROVED ALTERNATE.5.)OUTLET BOXES BETWEEN UNITS TO BE STAGGERED WITH A 2'-0" MINIMUM SPACEBETWEEN.6.)FIRESTOPPING WILL OCCUR AT 10'-0" O.C. MAXIMUM, HORIZONTALLY ANDVERTICALLY.7.)PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, OR HEATING, VENTILATING OREXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED, PADDED, OR OTHERWISETREATED TO MAINTAIN THE REQUIRED FIRE AND SOUND RATINGS.8.)NO RIGID CONNECTION SHALL BE MADE BETWEEN CEILING GYPSUM BOARD ANDFLOOR JOIST OF FLOORS SEPARATING UNITS.9.)PLUMBING, CONDUIT OR DUCTWORK SHALL BE HUNG FROM FLOOR JOISTS WITHRESILIENT HANGERS AND SHALL NOT BE CONNECTED DIRECTLY TO CEILING IN ANYMANNER.10.)THE PERIMETER OF HARD SURFACED AREAS AND THEIR SETTING BEDS WILL BEISOLATED FROM WALLS WITH FIBERGLASS, FOAM, OR NEOPRENE GASKET AND CAULK TOTHE SURFACE. THE BASEBOARD SHALL COVER GAPS BUT WILL NOT TOUCH HARDSURFACE.11.)STUDS WILL BE WRAPPED WITH 5/8" TYPE "X" GYPSUM BOARD AT BEARING WALLSWHERE DUCTS, WIRING, PLUMBING, ETC. PENETRATE WALL.ACOUSTO-CLAMPHIGH EAR ACOUSTO-CLAMPACOUSTO-LATORACOUSTO-SCUTCHEONMETAL BRACKET(SIZES VARY: COMES IN ACOUSTO-KIT WITH TWO ACOUSTO-LATORS)ACOUSTO-PLUMB SYSTEM COMPONENTS ARE AVAILABLE THROUGH:LSP/SPECIALTY PRODUCTS; (800)854-3215FASTEN CLAMP TO STRUCTURE (TYP.)TRISOLATOR PIPE SLEEVE:SERIES 100 FOR STEEL PIPEORSERIES 500 FOR COPPERTRISOLATOR AVAILABLE THROUGH:ELMDOR/STONEMAN ENGINEERING; (800) 591-9181KEEP PIPE CLEAR OF STRUCTURE,OTHER PIPES, AND OTHER TRADESRESILIENT CHANNEL CONSTRUCTIONATTACH CHANNELS DIRECTLY TO THE FRAMING SYSTEM ONLY. DO NOT INSTALL CHANNELS ONGYPSUM BOARD, SHEAR PLYWOOD, OR LIKE MATERIAL.A. ATTACHING CHANNELS1. ATTACH SINGLE LEG RESILIENT CHANNELS SPACED PER FIRE RATED ASSEMBLY. USE DIETRICHINDUSTRIES (800/873-2443) RC DELUXE 25-GAUGE RESILIENT CHANNELS OR SINGLE-LEG CHANNELSTHAT CAN BE SHOWN TO HAVE EQUIVALENT LABORATORY ACOUSTICAL PERFORMANCE TO USG RC-1CHANNELS. KINETICS ISOMAX CHANNELS RECOMMENDED AT BEDROOMS BELOW LIVING AREAS.2. USE 1" TYPE S BUGLE HEAD DRY WALL OR SIMILAR SCREWS. SPLICE CHANNELS ONLY ATFRAMING AND OVERLAP BUTT ENDS NO MORE THAN 1-1/2" UNLESS NOTED OTHERWISE BY RATEDASSEMBLY. SCREW ATTACH THROUGH BOTH FLANGES.3. ATTACH CHANNELS WITH MOUNTING FLANGES FACING IN ONLY ONE DIRECTION. FOR WALLS, THEGYPSUM BOARD MOUNTING FLANGE WOULD FACE UPWARD AND PREPUNCHED HOLES DOWNWARD.4. HOLD BACK ENDS OF CHANNELS 1/2" FROM INTERSECTING SURFACES.5. LOCATE CHANNELS A MAXIMUM OF 3" FROM FRAMING AT BASE AND HEAD OF WALL.7. ADD ADDITIONAL FRAMING IF NECESSARY SO THAT CHANNELS ARE CANTILEVERED NO MORETHAN 6".B. ATTACHING GYPSUM BOARD1. APPLY GYPSUM BOARD OF MAXIMUM PRACTICAL LENGTH ORIENTED PER THE RATED ASSEMBLY.2. FASTEN GYPSUM BOARD TO CHANNELS, PER FIRE RATED ASSEMBLY AND DO NOT SCREW INTOFRAMING.3. LOCATE GYPSUM BOARD 1/4" FROM INTERSECTING SURFACES.C. TWO-LAYER OPTION1. WHEN A CONSTRUCTION WITH TWO LAYERS OF GYPSUM BOARD ON RESILIENT CHANNELS ISRECOMMENDED, APPLY THE FACE GYPSUM BOARD LAYER IN THE SAME MANNER AS THE BASELAYER, EXCEPT OFFSET THE LONG EDGE JOINTS BY 24" AND THE SHORT EDGE JOINTS BY 48".2. FASTEN THE FACE LAYER PANEL TO CHANNELS PER RATED ASSEMBLY AND DO NOT SCREW INTOFRAMING.3. OFFSET FACE LAYER SCREW PATTERN 6 INCHES FROM BASE LAYER SCREWS ALONG ALLCHANNELS.4. HOLD BACK EDGES OF RESILIENTLY HUNG GYPSUM BOARD 1/4" AT ALL INTERSECTING SURFACES.D. CAULKING GYPSUM BOARD/RESILIENT CHANNEL CONSTRUCTION1. FOR ALL CONSTRUCTIONS, CAULK THE PERIMETER VOID FULL AND AIRTIGHT WITH ANACOUSTICAL SEALANT.SEALANT: METACAULK 1000 BY RECTORSEAL2. RECESSED LIGHT FIXTURES, JUNCTION BOXES, FIRE SPRINKLER PIPES, AND OTHERPENETRATIONS MUST BE SEALED AIRTIGHT WITH ACOUSTICAL SEALANT.E. BASEBOARD AND TRIM ATTACHMENT1. DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISHING TRIM TO FRAMING THROUGHRESILIENTLY SUSPENDED GYPSUM BOARD.2. SCREW ATTACH BASEBOARD TO CHANNELS. GLUING BASEBOARD TO GYPSUM BOARD COULDALSO BE CONSIDERED.NOTES:1. INSTALL CHANNELS 16" ON CENTER UNLESS OTHERWISE SPECIFIED2. AVOID STUD OR JOIST WHEN FASTENING GYPSUM BOARD TO CHANNEL- GYPSUMBOARD SCREWS MUST NOT CONTACT FRAMING3. HOLD BACK 1/2" FROM INTERSECTING SURFACES4. DO NOT CANTILEVER CHANNEL BY MORE THAN 6" FROM FRAMINGGYPSUM BOARD MOUNTING FLANGEOF CHANNELFRAMING FLANGE WITH SCREWWOOD STUD OR JOISTSECTION THROUGH RESILIENTCHANNELNOTE: LOCATE PIPING 1-1/2" MIN. CLEARANCE OF GYPSUM BOARDTYPICAL ALL DETAILS ABOVE ARE SHOWN WITH ACOUSTO-PLUMB ISOLATORSJOIST BAY INSTALLATIONWALL PENETRATION INSTALLATIONTUB/SHOWER VALVE INSTALLATIONVERTICAL STUD BAY INSTALLATIONGYPSUM BOARDWOOD STUDFILL FRAMING CAVITY WITH BATTINSULATIONKEEP PIPE CLEAR OF STRUCTUREACOUSTO-SCUTCHEONACOUSTI-PLUMB ISOLATORSNOTE: FLOOR/CEILING CONDITIONS SIMILARNOTE: IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE OR OTHER BUILDINGELEMENTS, USE 1/2" THICK, 40-DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLARSAFING BATT INSULATION IFREQUIRED FOR FIRE RATINGFLOOR CONSTRUCTION3/4" NEOPRENE PAD 40-DUROMETERSTEEL PLATE (OPTIONAL)CAULK AIRTIGHT. USE FIRE-RATEDRESILIENT FILLER IF REQUIRED FORFIRE RATINGRESILIENT WRAP 1/4"THK. FELT PAD OR EQUALBORING OR NOTCHES PER C.B.C.SEC. 2326.11.10 AND PER STRUCT.ENG. APPROVALNON-PLUMBING SIDE(E.G., BEDROOM, DINING ROOM)KEEP PIPE CLEAR OF STRUCTURE;ATTACH ONLY AT UNIT SERVED.ADJUST DEPTH OF PARTITION TOACCOMMODATE DRAIN LINEBATT INSULATIONGYPSUM BOARD1. NOISE CONTROL APPLIES TO DOMESTIC SUPPLY AND RETURN PIPES (HOT AND COLD),WASTE/DRAIN PIPES, AND INTERNAL ROOF OR PATIO DRAINS. (VENT PIPES DO NOT REQUIRE NOISECONTROL)2. NOISE SENSITIVE ROOMS ARE DEFINED AS BEDROOMS, DENS AND LIVING/DINING ROOMS.3. AVOID LOCATING MAJOR PIPES (I.E. RISERS AND OFFSETS) IN WALLS OR CEILINGS OF NOISESENSITIVE ROOMS. MAJOR PIPES SHOULD BE ROUTED THROUGH CORRIDORS, CLOSETS, ORMECHANICAL CHASES.4. PIPES IN WALL AND CEILING CAVITIES SHOULD BE TREATED AS FOLLOWS:A.) PIPES MUST NOT BE RIGIDLY CONNECTED OR IN SOLID CONTACT WITH THE BUILDINGSTRUCTURE. ISOLATE PIPES AS FOLLOWS:B). FOR NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1-1/2" INCHES FROMTHE GYPSUM BOARD SURFACE. FOR ADDITIONAL PLUMBING NOISE CONTROL, APPLY A SECONDLAYER OF GYPSUM BOARD.C.) FOR NON-NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1" FROM THEGYPSUM BOARD SURFACE.D.) WALLS MUST BE SIZED TO ACCOMMODATE BOTH THE PIPE AND CLEARANCE TOGYPSUM BOARD SURFACES; USE DOUBLE-STUD TYPE PARTITIONS FOR PLUMBING WALLSWHEREVER POSSIBLE. PIPES THAT CROSS EACH OTHER WITHIN A WALL OR CEILING CAVITY MUSTALSO BE TAKEN INTO CONSIDERATION WHEN SIZING WALLS AND CEILING SPACES. INCLUDE ANADDITIONAL 1/2" TO 1" THICKNESS TO ACCOUNT FOR ANY FIELD VARIATIONS.E.) PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR SLAB, STUDS, ORSOLID WALLS) SHOULD BE CUT OVERSIZED TO PREVENT CONTACT AND/OR TO ACCOMMODATE ARESILIENT PIPE SLEEVE (ISOLATOR) AS REQUIRED TO SECURE PIPES IN PLACE.F.) SUPPLY PIPES SERVING THE FIXTURE SIDE IN A PLUMBING WALL ARE NOT REQUIREDTO MAINTAIN THE ABOVE SPECIFIED CLEARANCES.G.) OPENINGS IN THE GYPSUM WALL BOARD AROUND A FIXTURE FEED LINE SHOULD BECUT OVERSIZED TO ACCOMMODATE A 1/4" BEAD OF CAULKING AROUND THE FEED LINE, THEREBYISOLATING THE PIPE FROM THE WALL. CAULKING WILL BE FIRE RATED.H.) ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE ELEMENTS SHOULD BE USED INCONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS OR HANGERS WHEN SECURING PIPES TO THESTRUCTURE.I.) WHERE PIPES COME INTO INCIDENTAL CONTACT WITH THE BUILDING STRUCTURE OROTHER BUILDING ELEMENTS INCLUDING OTHER PIPES, A RESILIENT ISOLATOR SHOULD BEINSTALLED AT THE POINT OF CONTACT.J.) WHERE DOUBLE-STUD PLUMBING WALLS ARE USED, ROUTE AND SECURE PIPES THATSERVE A PARTICULAR UNIT TO THE STUD ROW THAT SUPPORTS THE GYPSUM BOARD OF THESAME UNIT.K.) ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS:i.) FOR PIPES 1" OR LESS: ACOUSTO-PLUMB SYSTEM OFSLEEVES AND CLAMPS (ORANGE AND BLUE) BY SPECIALTYPRODUCTS, OR TRISOLATOR PIPE SLEEVES BY STONEMANCOMPANY (OR EQUAL) INSTALLED IN CONJUNCTION WITHSTANDARD METAL PIPE CLAMPS AND HANGERS.ii.) FOR PIPES LARGER THAN 1": TRISOLATOR PIPE SLEEVESBY STONEMAN COMPANY (OR EQUAL) IN CONJUNCTION WITHSTANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINEDPIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELTLINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERSBE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOTCRUSHED OR OTHERWISE RENDERED INEFFECTIVE FORISOLATING PIPE VIBRATION.iii.) RISER CLAMPS SHOULD BE ISOLATED FROM THE BUILDINGSTRUCTURE WITH 3/4" THICK 40 DUROMETER NEOPRENEPAD BETWEEN THE RISER CLAMP EAR AND THE FLOOR SLAB.5. USE CAST IRON DRAIN PIPES WHENEVER POSSIBLE. OTHERWISE, WRAP ALL PLASTIC ANDCOPPER DRAIN PIPES THAT ARE LOCATED IN WALL OR CEILING CAVITIES OF DWELLING UNITSCOMPLETELY WITH PIPE WRAP TAPE BY LOWRY COMPANY.6. INSTALL MINIMUM R-11 FIBERGLASS BATT INSULATION IN OTHERWISE UN-INSULATED WALL ORCEILING CAVITIES WITH PLUMBING PIPES.7. PACK THE CAVITY VOID BELOW TUBS AND SHOWERS WITH FIBERGLASS OR SPRAYED-ONMATERIAL AND BLOCK THE BOTTOM OF THE TUBS.8. FOR THE FLOOR/CEILING ASSEMBLIES AND WASTE LINES PENETRATIONS OF NON-COMMONWALLS, WASTE LINES ABOVE THE SLAB SHALL BE CAST IRON. THE ELBOW BELOW THE STOOLWASTE OUTLET SHOULD BE ISOLATED FROM THE POSITION BLOCKS WITH PADDING OF A FELTMATERIAL. THE ENTIRE SPACE AROUND THE ELBOW MUST BE FILLED WITH FIBERGLASS OR EQUALMATERIAL. USE TRISOLATOR PIPE SLEEVES IN CONJUNCTION WITH STANDARD METAL PIPECLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELTLINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZEDSO THAT THE FELT IS NOT CRUSHED, SKEWED, OR OTHERWISE RENDERED INEFFECTIVE FORISOLATING PIPE VIBRATION.9. WATER PRESSURE SHOULD BE CONTROLLED IN THE RANGE OF 35 TO 55 P.S.I. WATER VELOCITYSHOULD NOT EXCEED 6 FEET / SEC. IF SINGLE FAUCET SYSTEM ARE USED. HOWEVER, THE CODEALLOWS 15 FEET/SEC. WHICH IS ACCEPTABLE IF NON-SINGLE FAUCET SYSTEM ARE USED.SHOWER HEAD WATER FLOW RESTRICTIONS MUST BE USED TO LIMIT THE FLOW FOR LESS THAN 3GAL. / MIN. THE SHOWER HEAD IS TO INCORPORATE AN ACOUSTO-SCUTCHEON; HOWEVER, IF THESHOWER HEAD MUST BE RIGIDLY ATTACHED TO THE STRUCTURE, USE HUBBARD HOLDRITESILENCER #26510. THE PLUMBING SYSTEM MUST OTHERWISE BE INSTALLED PER THE PLUMBING CODE. WHERE ACODE REQUIREMENT APPEARS TO CONTRADICT THE RECOMMENDED PIPE ISOLATION DETAILS,THE CODE CONDITION SHOULD TAKE PRECEDENCE. CONFLICT SHOULD BE FULLY DOCUMENTEDAND BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.GENERAL NOTESDWELLING SEPARATION NOTESNOISE CONTROL GUIDELINESFOR DOMESTIC PLUMBINGNOTE 4NOTE 3NOTE 21" MINIMUM2" MINIMUM6" TYPICALMINIMUM 1-1/2" CLEARANCEFROM GYPSUM BOARD SURFACEADJUST THICKNESS OF PARTITIONTO ALL PIPES AND PLUMBING1/4" - 1/2" NOMINAL6" MAX.EQ. (NOTE 1)EQ.EQ.EQ.EQ.6" MAX.ACOUSTICALISOLATION DETAILSAD-20.2PLUMBING WALL21FELT ISOLATION17ACOUSTO-PLUMB ISOLATION10SUPPLY PIPE ISOLATION18DRAIN & SUPPLY PIPES IN PLUMBING WALL22RESILIENT CHANNEL INSTALLATION GUIDE7ACOUSTO-PLUMB ISOLATION11151684NOTESTRISOLATOR ISOLATION1214CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20012/6/2022  BATT INSULATIONONE LAYER 58"PROPRIATERY GYPSUMBOARDRESILIENT CHANNELS1" GYPSUM FLOORTOPPING OVERACOUSTI-MAT 1/4PREMIUM2X10 FLOOR FRAMING,24" O.C. MAX.FLOOR SHEATHINGASSEMBLY COMPLIES WITH:GA FILE NO. FC 5112UL DESIGN L569STC MIN. 50ISOLATE BASEBOARDABOVE FINISH FLOORACOUSTICAL-FIRE SEALANTINSTALL WALL BOARDMIN. 12" ABOVE SUBFLOORPER CBC, TWO LAYERS 5/8" GYPSUMWALLBOARD WITH ALL JOINTS FIRETAPED . ASSIGNED TIME 30 MINUTESPER LAYER; 60 MINUTES*.1-HOUR FIRE RATED ACOUSTICSEALANT OR FIRE SAFING.DUCT OR LIGHT IN RATEDLINED JOIST BAYRATED FLOOR / CEILING PER PLANPER CBC, WOOD FLOOR JOIST AT16"O.C. MAX. WITH A MIN. NOMINALTHICKNESS OF 2". ASSIGNED TIME 10MINUTES.*PER CBC SECTION 721.6.2.1, THE TOTALTIME ASSIGNED TO THE MEMBRANE ONTHE FIRE EXPOSED SIDE OF THEASSEMBLY IS 60 MINUTESENCLOSE FULL LENGTH OF DUCTRUN OR LIGHT BOX WITHGYPSUM WALLBOARD ON ALL 4SIDES AND TOP OF ENCLOSUREPER CBC, 19/32" MIN. WOODSTRUCTURAL PANEL BONDED WITHGLUE. ASSIGNED TIME 15 MINUTES.EXTEND THE LENGTH OF DUCT RUN.CONTINUE GYPSUM BOARD BEHINDNON-RATED SOFFITDUCT OR PIPESLIGHT GAUGE METAL FRAMINGCEILING .(1) LAYER OF 5/8" GYPSUM BOARDRATED FIRE PARTITIONRATED FLOOR / CEILINGRESILIENT WALL TO SOFFIT JOINTISOLATIONSOFFIT FRAMING SHALL BE ISOLATEDFROM ACOUSTIC WALL.1/2" GAPCONNECT SOFFITFRAMING TORESILIENT CHANNELONLY, NOT TO FLOORFRAMINGSTRUCTURAL ROOF SHEATHINGBATT INSULATION PER T-24 REPORTROOF TRUSSES 24" O.C.ASSEMBLY COMPLIES WITH:GA FILE NO. RC 2604ROOF SHEATHING PER ROOFINGMANUFACTURER26 GA. STEEL DUCT CONTINUOUS FROMMEMBRANE TO EXTERIOR OF BUILDINGPROVIDE FRAMING AS REQUIRED TOSUPPORT GYPSUM WALLBOARD, 2x4 AT16" O.C. MAXIMUM(2) LAYERS 5/8" TYPE X GYPSUMWALLBOARD. THE ENCLOSURESHALL COMPLETELY WRAPAROUND THE DUCT OR FANHOUSING PENETRATIONLISTED THROUGH PENETRATIONFIRE STOP COMPLYING WITHCBC SECTION 713.4.1.2EXCEPTION #1FLEXIBLE OR RIGIDCONNECTOR1-HOUR FIRE RATED ACOUSTICSEALANT OR FIRE SAFINGFAN OR REGISTER2x CEILING JOIST OR TRUSS BOTTOMCHORD(1) LAYER 5/8" TYPE X GYPSUMWALLBOARD ALL FOUR SIDES OF THEACCESS OPENING AS REQUIRED BYMANUFACTURER.20" X 30" MINIMUM OPENING REQUIREDCOORDINATE ROUGH OPENINGWITH TRUSS MANUFACTURER14" THICK PERIMETERISOLATOR BETWEEN WALLAND GYP-CRETE FLOORUNDERLAYMENTSUBFLOOR14" MIN. GAP, FILL WITHACOUSTICAL FIRE RATEDSEALANT.ISOLATE BASEBOARDABOVE FINISH FLOORACOUSTICAL FIRE RATEDSEALANTINSTALL WALL BOARDMIN. 12" ABOVE SUBFLOORSLABCARPET OR HARD SURFACEFLOORINGR.C.CHANNELS14" MIN. GAP. CAULK WITHACOUSTICAL FIRE RATEDSEALANT.STRUCTURAL SHEARPANEL WHERE OCCURS.FINISH FLOOR WHEREOCCURSCONCRETE SLAB. MIN. 6.2INCH THICK FOR 3 HR RATINGPER CBC TABLE 722.2.2.1.REFER TO PLANS FORDESIGN THICKNESS.ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(3) ITEM 1-1.1MIN.12" THICK STRUCTURALSHEATHING(2)LAYERS OF 58" TYPE 'X'GYPSUM BOARD2X 10 WOOD FLOOR JOISTSMAX. 24" O.C.TUBSLAB BLOCK-OUT FORDRAINAGE LINES.3"12"8"3 HR RATED FIRESTOPPINGAT THE SLAB PENETRATIONWATERPROOFING OVERMETAL PAN INSERT.SHAFT WALL PER PLANPER PLANPER PLAN2 HR RATED SHAFT ASSEMBLYPER GA FILE No. 7125.CONCRETE SLABCONCRETE OR CMU WALLONE LAYER 58" PROPRIETARY TYPE XWALLBOARD OVER RESILIENTFURRING CHANNELSPROPRIETARY GYPSUM BOARD:58" SHEETROCK BRAND FIRECODE CPROPRIETARY GYPSUM BOARD:58" SHEETROCK BRAND FIRECODE CASSEMBLY COMPLIES WITH:GA FILE NO. RC 2601MIN.12" THICK STRUCTURALSHEATHING(2)LAYERS OF 58" TYPE 'X'GYPSUM BOARD2X WOOD ROOF JOISTS MAX.24" O.C.GLASS FIBER OR MINERAL FIBER BATTINSULATION DRAPED OVER CHANNELSASSEMBLY COMPLIES WITH:CBC TABLE 721.1 (3) 13-1.2 DOUBLE WOOD FLOOREXTERIOR PLASTER OVER METALLATH2X WOOD FLOOR JOISTSMAX. 16" O.C. 2 12" HARDROCK CONCRETE DRAINAGE BOARD OVERWATERPROOFING MEMBRANE"PLI-DECK" WATERPROOFDECK COATING - INSTALL PERMANUF. REQS.3/4" PLYWOOD SHT'G W/EXTERIOR GLUE2X WOOD DECK JOISTSEXTERIOR PLASTER OVER METAL LATH.NOTE: WHERE TOP OF DECK SURFACE ISEXPOSED TO WEATHER, PROVIDECROSS VENTILATION AT UNDERSIDE OFDECK CAVITIES AT A RATE OF 1/150.1" GYPSUM FLOORTOPPINGLISTING DETAILS:GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERINGBASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 24"O.C. WITH 1-1/4" TYPE W OR S DRYWALL SCREWS 24" O.C.FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLESTO JOISTS WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTSAND 1-1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTSOFFSET 24" FROM BASE LAYER JOINTS.WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TOJOISTS WITH 8d NAILS.APPROPRIATE ROOF COVERING.CEILING PROVIDES ONE-HOUR FIRE RESISTANCE PROTECTION FOR FRAMING, INCLUDING TRUSSES.ROOF COVERING MINIMUM CLASS'B' 80 MIL TPO ROOFING ON SLOPEDRIGID INSULATIONSTC/ICC RATING1.KINETICS #AT0010282.TESTING AGENCY & REPORT NUMBER2.1.NRC-CANADA2.2.B3463.15FIRE RATING:1-HRSOUND TRANSMISSION:59 STCKINETICS #AT001028IMPACT INSULATION:52 IICKINETICS #AT001028FIRE RESISTANCE LISTING:GA FILE NO. RC 2601(1) LAYER 5/8" GYPSUM BOARD OVER METAL STUDS ATDROP CEILING, REFER TO "SSMA" SPAN TABLE FOR SIZING.WHERE POSSIBLE ALL DROP FRAMING SHALL BESUPPORTED BY THE WALLS ONLY.DRYWALL FURRING CHANNEL(2) LAYERS 5/8" GYPSUM WALL BOARDBATT INSULATION, (TOTAL R-VALUE SHALL MEET REQUIREMENTSPER TITILE-24 ENERGY REPORT, LESS THE R-VALUE ACHIEVED WITHSPRAY FOAM INSULATION)CONCRETE PAVERS ON ADJUSTABLEPEDESTALS - SEE LANDSCAPEDRAWINGSCLOSED CELL SPRAY APPLIED POLYURETHANE FOAM INSULATION / AIRBARRIER (AIR-IMPERABLE) APPLIED TO THE UNDERSIDE OF THE ROOFSHEATHING (DIRECT CONTACT)( ICC-ES ESR-3500 - ICYNENE PROSEAL, OR APPROVED EQUAL)MIN. 5/8" PLYWOODMIN. 1/2" PLYWOOD O/ 2XSLEEPERS RIPPED TO SLOPE1/4" DENSDECKMASON SUPER W PADS 3/4"50 DM UNDER PEDESTALS,TYP.FINISH FLOOR WHEREOCCURSCONCRETE SLAB. MIN. 3.5INCH THICK FOR 3 HR RATINGPER CBC TABLE 722.2.2.1.REFER TO PLANS FORDESIGN THICKNESS.ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(3) ITEM 1-1.1FIRE-RATEDFLOOR-CEILINGASSEMBLIESAD-213-HR RATED FLOOR/CEILING1-HR RATED FLOOR/CEILING1-HR ROOF/CEILING ASSEMBLYNON-RATED DROPPED SOFFIT1-HR FLOOR/CEILING ASSEMBLY1-HR FLOOR/CEILING ASSEMBLY1-HR LINED JOIST BAY FLR/CLG. ASSEMBLY1-HR ROOF/CEILING ASSEMBLYWALL TO CEILING ISOLATION2-HR RATED SOFFITSLAB CUT-OUT AT TUBWALL TO FLOOR ISOLATIONWALL TO SLAB ISOLATIONRATED ATTIC ACCESSFAN AT ROOF/CEILING ASSEMBLYN.R.DECK ASSEMBLY1-HR FLOOR/CEILING ASSEMBLYCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL43 2186512111091615142019182423221317211-HR ROOF/CEILING ASSEMBLY----- City Council 23 – 20112/6/2022  MOISTURE RESISTANT GYPSUMBOARD, NON-PAPER BACKED,CONTINUES BEHIND THETUB/SHOWER UNITMOISTURE RESISTANT GYPSUMBOARD, NON-PAPER BACKED OVERTUB/SHOWER FLANGETUB, ISOLATE BASE FROMFLOOR AND WALLRATED WALL PARTITIONRECESSED OPENINGS IN ONE HOURWALLS FOR MEDICINE CABINETS, FIREEXTINGUISHERS, ELECTRICAL PANELSOR ANY OTHER FIXTURE EXCEEDING 16SQ. INCHES SHALL BE LINED WITH 5/8"TYPE X GYP. BOARD ON ALL SIDES.TAPE JOINTS5/8" TYPE X GYP. BOARD BOTH SIDES2x3 OR 2x4 FLAT WOOD STUDS 24" O.C.VARIESSEE PLANNOTES:1.DEPTH OF ELECTRICAL BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE ANDACCOMMODATE LISTED PADS WHEN USED.2.ALL UNUSED KNOCK-OUTS SHALL BE PLUGGED.3.CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR STAGGERED STUDWALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR SPACE BETWEEN STUD ROWS.4.SEPARATE CONDUIT SHALL BE PROVIDED FOR ELECTRICAL BOXES ON OPPOSITE SIDES OF SINGLESTUD ACOUSTIC WALLS OR PARTITIONS.5.CONTRACTOR SHALL DRILL ALL STUD AS REQUIRED FOR INSTALLATION OF CONDUIT.6.LISTED PAD WRAPS ARE REQUIRED ON ALL ELECTRICAL BOXES AT ALL WALLS AND PARTITIONSTHAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR ADDITIONALREQUIREMENTS.MEMBRANE PENETRATIONS SHALL BE INSTALLED PER CBC SECTION 714.3.2. WHERE WALLS ORPARTITIONS ARE REQUIRED TO HAVE A FIRE-RESISTIVE-RATING, RECESSED FIXTURES SHALL BEINSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE WILL NOT BE REDUCED.MEMBRANE PENETRATION OF MAXIMUM 2-HOUR FIRE-RESISTANT-RATED WALLS AND PARTITIONS AREALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA, PROVIDEDTHE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUAREINCHES IN 100 SQUARE FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANYMATERIAL ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE INFIRE-RESISTANCE-RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONSINCLUDED WITH THE LISTING.THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE STEEL OR LISTED BOX SHALL NOTEXCEED 1/8".24" MINIMUM NOT LESS THAN "X""X"STEEL OR LISTED BOXES ON THEOPPOSITE SIDES OF THE WALLSHALL BE SEPARATED BY SOLIDFIREBLOCKING IN ACCORDANCEWITH CBC SECTION 714.3.2.1.ORBE SEPARATED BY PROTECTINGBOTH BOXES WITH LISTED PADS.ORBE SEPARATED BY OTHER LISTEDMATERIALS AND METHODS.1/8" MAXANNULAR SPACE, TYPICALSEE CBC SECTION 714.3.2TYPICAL SINGLE STUD WALL OR PARTITIONSTEEL OR LISTED BOXES ON THEOPPOSITE SIDES OF THE WALL SHALLBE SEPARATED BY PROTECTING BOTHBOXES WITH LISTED PADS.orBE SEPARATED BY OTHER LISTEDMATERIALS AND METHODS.DOUBLE STUD WALL OR PARTITION (SIMILAR FOR STAGGERED STUDS)DOUBLE STUD RATED FIREPARTITIONANNULAR SPACE, TYPICAL SEE CBCSECTION 714.3.25364454545MINERAL OR GLASS FIBER BATTINSULATION STUFFED IN THE AIRSPACE AND STAPLED TO STUDS AT10'-0" O.C. HORIZONTALLYOPTIONAL 2ND 3-1/2" SOUNDATTENUATION BLANKET3-1/2" SOUND ATTENUATION BLANKETRATED FIRE PARTITIONSTRINGERS SHALL HAVE NOCONNECTION TO WALL5/8" TYPE X GYPSUM WALLBOARD ATENCLOSED SPACE UNDER STAIRSWALL TO FLOOR JOINT ISOLATIONPROVIDE BACKING FOR CARPET1/2" GAPCONTINUE GYPSUM BOARD BEHINDAND BELOW STAIR AS REQUIRED TOMAINTAIN FIRE AND/OR ACOUSTICRATED WALL ASSEMBLIESSTEEL BOXES ON THE OPPOSITESIDES OF THE WALL SHALL BESEPARATED BY NOT LESS THAN24" WHERE THE WALL ISCONSTRUCTED WITH INDIVIDUALNONCOMMUNICATING STUDCAVITIES.ORBE SEPARATED BY A HORIZONTALDISTANCE OF NOT LESS THAN THESTUD CAVITY WHERE THE WALLCAVITY IS FILLED WITHCELLULOSE LOOSE-FILL,ROCKWOOL OR SLAG MINERALWOOL INSULATION.RESILIENT CAULK1/8" MAXONE LAYER OF 5/8" TYPE'X' GYPSUM BOARD EACHSIDEASSEMBLY COMPLIES WITH:GA FILE No. WP 3520CBC TABLE 721.1 (2) ITEM No. 14-1.32X WOOD STUDS16" O.C.WALL INSULATION WHEREREQUIRED2x4 WOOD STUD 16" O.C.STAGGERED 8" O.C. FROMOPPOSITE SIDEEXTERIOR PLASTER *UNIT(1) LAYER 5/8" TYPE X GYPSUM BOARDEACH SIDESOUND INSULATION IN BOTH WALLCAVITIES PER T-24 REQUIREMENTSSHEAR PANEL WHERE OCCURSEXTERIORUNITINTERIORASSEMBLY COMPLIES WITH:GA FILE No. WP 3380CBC TABLE 721.1 (2) ITEM No. 15-1.3UL DESIGN U305CA NOISE CONTROL FILE No.1.2.3.1.4MIN. STC 50ONE LAYER OF 5/8" TYPE'X' GYPSUM BOARD EACHSIDE2X WOOD STUDS16" O.C. ON SEPARATEPLATES 1" APARTWALL INSULATION IN BOTHSTUD CAVITIESSTRUCTURAL SHEATHINGWHERE OCCURSASSEMBLY COMPLIES WITH:GA FILE No. WP 3370UL DESIGN U305CA NOISE CONTROL FILE No.1.2.4.1.5.4MIN. STC 50(2) LAYERS OF 5/8" TYPE 'X'GYPSUM BOARD EACHSIDEASSEMBLY COMPLIES WITH:GA FILE No. WP 4136 , WP 4230CBC TABLE 721.1 (2) ITEM No. 14-1.32X4 WOOD STUDS 16" O.C. OR2X6 WOOD STUDS 24" O.C.WALL INSULATION WHEREREQUIREDLAYER OF 5/8" TYPE 'X'GYPSUM BOARDRATED WALL ASSEMBLY 2X WOOD OR METALSTUDSPLUMBING PIPE-SUPPORTCLAMPS TO BE MIN. 1/2"FROM GYPSUM WALL BOARD1"UNITBATT INSULATION, EXTENDTWO STUD CAVITIES ONEITHER SIDE OF PLUMBINGTWO LAYERS OF 5/8" TYPE'X' GYPSUM BOARD EACHSIDE2X WOOD STUDS16" O.C. ON SEPARATEPLATES 1" APARTWALL INSULATION IN BOTHSTUD CAVITIESSTRUCTURAL SHEATHINGWHERE OCCURSASSEMBLY COMPLIES WITH:GA FILE No. WP 5520UL R4024MIN. STC 50CONTINUE FLOOR TOPPINGUNDER TUB2X BLOCKINGPLUMBING WALL WHEREOCCURSONE LAYER OF 5/8" TYPE'X' GYPSUM BOARD EACHSIDEASSEMBLY COMPLIES WITH:GA FILE No. WP 1072, STC 45-49CBC TABLE 721.1 (2) ITEM No. 13-1.13-5/8" STEEL STUDS24" O.C.WALL INSULATION WHEREREQUIREDTWO LAYERS OF 5/8" TYPE'X' GYPSUM BOARD EACHSIDEASSEMBLY COMPLIES WITH:GA FILE No. WP 1522,STC 55-59 (REQ. MIN. STC 50)3-5/8" STEEL STUDS24" O.C.3-1/2" GLASS FIBERINSULATIONONE LAYER OF 5/8" TYPE'X' GYPSUM BOARDASSEMBLY COMPLIES WITH:GA FILE No. WP 1052, WP 1350MIN. STC 503-5/8" STEEL STUDS24" O.C.3-1/2" GLASS FIBERINSULATIONTWO LAYERS OF 5/8" TYPE'X' GYPSUM BOARDTWO LAYERS OF 5/8"PROPRIETARY TYPE 'X' GYPSUMBOARD EACH SIDEASSEMBLY COMPLIES WITH:GA FILE No. WP 5060UL DESIGN U493MIN. STC 503-5/8" 18 GAGE STEEL STUDS 16" O.C.DOUBLE ROW MIN. 1" APART.LATERAL BRACING ON BOTH SIDES OFTHE WALL NOT LESS THAN 5 FEET ONCENTER VERTICALY.3-1/2" GLASS FIBER INSULATION ONBOTH SIDES IN CAVITYPROPRIETARY GYPSUM BOARD:5/8" SHEETROCK FIRECODETWO LAYERS OF 5/8"PROPRIETARY TYPE 'X' GYPSUMBOARDASSEMBLY COMPLIES WITH:GA FILE No. WP 5006UL DESIGN U493MIN. STC 503-5/8" 18 GAGE STEEL STUDS 16" O.C.DOUBLE ROW MIN. 1" APART.LATERAL BRACING ON BOTH SIDES OFTHE WALL NOT LESS THAN 5 FEET ONCENTER VERTICALY.3-1/2" GLASS FIBER INSULATION ONBOTH SIDES IN CAVITYASSEMBLY COMPLIES WITH:GA FILE No. WP 7076UL DESIGN U497PROPRIETARY GYPSUM BOARD: 5/8" GOLD BOND FIRE-SHIELD1" GOLD BOND FIRE SHIELD SHAFTLINER2-1/2" C-T, C-H OR I STEEL STUDS IN2-1/2" FLOOR AND CEILING RUNNERS1"X24" PROPRIETARY TYPE XGYPSUM PANELTWO LAYERS OF 5/8"PROPRIETARY TYPE XWALLBOARDONE LAYER OF GYPSUMWALL BOARD3-5/8" STEEL STUDS24" O.C.WALL INSULATION WHEREREQUIREDPER PLAN ASSEMBLY COMPLIES WITH:GA FILE No. WP 3640UL DESIGN U336MAINTAIN FIRE-RATING OF WALLASSEMBLYPROPRIETARY GYPSUM BOARD:5/8" SHEETROCK FIRECODE1/2"2X LEDGER OVER GYPSUM BOARD2X CORRIDOR FLOOR FRAMINGPERPENDICULAR TO THE RATED WALLCONTINUE GYPSUM BOARD BEHINDTHE LEDGER TO MAINTAIN WALL FIRERATING.DROPPED SOFFIT WHERE OCCURSFIRE-RATED INTERIORWALL ASSEMBLIESAD-22212-HR RATED METAL FRAMED WALL131-HR RATED METAL FRAMED WALL92-HR RATED WOOD FRAMED WALL51-HR RATED WOOD FRAMED WALL11-HR RATED WALL @ CORRIDOR2FIREBLOCKING @ PARTY WALL61-HR RATED METAL FRAMED WALL102-HR RATED SHAFT WALL14OUTLET PENETRATIONSTAIR @ PARTY WALLTUB / SHOWER @ WALLFURRED WALL @ CONC. WALL12111-HR RATED METAL PARTY WALL152-HR RATED PARTY WALL781-HR RATED RECESS431-HR RATED PARTY WALL161819202223242-HR RATED MTL. PARTY WALLPLUMBING WALLSHAFT WALL @ CORRIDORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20212/6/2022  UNIT LIVING SPACEEXTERIOR CORRIDORUNIT LIVING SPACEUNIT LIVING SPACESET SILL PLATE ON (3) CONTINUOUSBEADS OF SEALANTINTERIOR CORRIDORSET SILL PLATE ON (3) CONTINUOUSBEADS OF SEALANTTYPICAL RATED INTERIORFLOOR / CEILINGXXXXUNIT LIVING SPACE2AD-22INTERIOR CORRIDORINTERIOR CORRIDORUNIT LIVING SPACERATED CORRIDOR WALL,STAGGEREDEXTERIOR CORRIDORorBALCONYTOPPING SLABWHERE OCCURSRATED CORRIDOR WALL,STAGGERED2AD-22SOUND INSULATION; SEE ENERGYREPORT FOR REQUIRED BUILDINGINSULATION.TYPICAL RATED EXTERIORFLOOR / CEILINGRATED FLOOR / CEILING ATDROPPED SOFFITEXTERIOR CORRIDORorBALCONYLIGHT IN NON-RATEDCEILING / SOFFITSOUND INSULATION; SEE ENERGYREPORT FOR REQUIRED BUILDINGINSULATION.SET SILL PLATES ON (3) CONT. BEADSOF SEALANTTYPICAL RATED FLOOR /CEILINGRATED ROOF / CEILINGASSEMBLYRATED WALL RECESSFIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2CONCRETE SLABAIRSPACEPER PLAN9AD-21UNIT3AD-221AD-21UNITUNITUNITUNITSOUND INSULATION;SEE ENERGYREPORT FORREQUIRED BUILDINGINSULATION.UNIT LIVING SPACE5/8" TYPE X GYPSUM WALLBOARDOVER METAL CEILING FRAMING.NOTE:SEE DETAIL 4/ FOR INFORMATIONNOT SHOWNNOTE:SEE DETAIL 4/ FOR INFORMATIONNOT SHOWN6AD-217AD-218AD-217AD-21TYPICAL RATED FLOOR /CEILING1AD-21UNITINTERIORSTAIRRATED ROOF / CEILINGASSEMBLY2 HR RATED WALLASSEMBLY9AD-21UNIT7AD-22SET SILL PLATES ON (3) CONT. BEADSOF SEALANTCONCRETE SLABFIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2FIREBLOCKING INCONCEALED WALL SPACES,CBC 717.2.2PERP. JOISTSPARALEL. JOISTSPERP. JOISTSPARALEL. JOISTSPERP. JOISTSPARALEL. JOISTSPERP. JOISTSPARALEL. JOISTSTYPICAL RATED FLOOR /CEILING1AD-21UNITTYPICAL RATED FLOOR /CEILING1AD-21UNITSTAIR SHAFTFRAMING OPTION - 2FRAMING OPTION - 3LEDGER PER STRUCTURALTOP-FLANGE HANGER FORDRYVALL CONTINUATIONSTAIR SHAFT2 HR RATED WALLASSEMBLYUNIT7AD-221 HR RATED WALLASSEMBLYINTERIORSTAIRRATED ROOF / CEILINGASSEMBLY9AD-21RATED ROOF / CEILINGASSEMBLY10AD-211-HOUR FIREPARTITION DETAILSAD-22.11-HR RATED INTERIOR CORRIDOR TO UNIT20122-HR RATED FIRE BARRIER STAIR SHAFT TO UNIT1-HR RATED EXTERIOR CORRIDOR TO UNIT1-HR RATED FIRE PARTITION UNIT TO UNIT84CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20312/6/2022  202-HR FIRE BARRIER2-HOUR FIRE BARRIER3RD FLOOR4TH FLOOR2-HR SHAFT2-HR METALSTUD WALL4-UNIT LIVING SPACEINTERIOR CORRIDOR2-HOUR FIRE BARRIER1-2-1.2.3.WALL ASSEMBLY:2-HR. WALL ASSEMBLYFIRE RATING:MIN. 2-HRNOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ALL FLOOR LEVELS U.O.N.NOTES:1.2.3.WALL ASSEMBLY:EXTERIOR 2-HR WALLFIRE RATING:MIN. 2-HRNOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ALL FLOOR LEVELS U.O.N.NOTES:FIRE BARRIER @ UNITFIRE BARRIER @ CORRIDORTYP. FLR / CLG ASSEMBLY1AD-21RATED FLR / CLGASSEMBLY @ CORRIDOR1AD-212-HR CMU WALL(2) 2x SOLID RIM JOIS(2) 2x BLOCKINGRUN (2) LAYER OF GYPBOARD TO THEUNDERSIDE OF ROOFSHEATHING12-HR RATED FIRE BARRIERELECTRICAL, PLUMBING AND MECHANCIAL ELEMENTSNOT PERMITTED IN AIR SPACESTRUCTURAL PANELWHERE OCCURS15APPROVED 2 HOUR U.L.FIRE RESISTIVE JOINTSYSTEMREQUIRED ATBOTH SIDES OFWALL2-HR FIRE BARRIER ASSEMBLY - WOOD STUDS2FIRE RATING:1-HR.SOUND RATING:NOT TESTEDLISTING:U905 (CMU PORTION)CBC TABLE 720.1(2)ITEM 13-1.1(METAL STUD PORTION)MORTAR JOINT3-5/8", 25 GAGE MET. STUDS @ 16" O.C.LINE OF CONCRETE FLOOR SLAB. 40"- (5) COURSES OF CMU F.O. GYP. BD SHALLBE FLUSH WITH F.O.CMU ON DOORSWING SIDEWALL IS TO BEPOSITIONED TOWARDDOOR SWING SIDE OFWALLDOOR FRAME POSITION IN WALL-BEYONDFIRE RATED SEALANT-BOTH SIDESSLOTTED HEAD TRACK- FORDEFLECTIONFIRE RATED SEALANT-BOTH SIDESITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONEFULL-LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ON EACH SIDEFIRST LAYER IS ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS 8" ON CENTER AROUND THEPERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALL BOARD MAY BEATTACHED HORIZONTALLY WHEN ATTACHED TO 3-5/8" STUDS AND HORIZONATL JOINTS ARESTAGGERED WITH THOSE ON OPPOSITE SIDES OF THE WALL. SCREWS FOR THE HORIZONTALAPPLICATION SHALL BE 8 " ON CENTER AT VERTICAL EDGES AND 12" ON CENTER ON THEINTERMEDIATE STUDS.TWO (2) LAYERS FIRE-RATED GYP. BD.EACH SIDE- PROVIDE DENS GLASS GOLDFOR FACE LAYER FACING GARAGE8" WIDE X 8" X 16" CMU4RATED CMU/ MET. STUD WALL9-SIM.5FIRE BARRIER AT ROOF FOR ELEVATORRUN (2) LAYER OF GYPBOARD TO THEUNDERSIDE OF ROOFSHEATHINGPERPENDICULARTRUSSESPARALLEL TRUSSESPERPENDICULARTRUSSESPARALLEL TRUSSES2-HR METALSTUD WALL4-3-HR RATED FLR / CLGASSEMBLY @ PODIUM24AD-273-HR RATED FLR / CLGASSEMBLY @ PODIUM24AD-27F.O.STUD PER PLANROUGH OPENINGIN FLOORSLAB OPENING DIM.F.O.STUD PER PLANCMU OR CONC WALL9A @ CONC W/ DUCTS9B @ WOOD FRAMING9C @ CONC STAIRS / ELEVATORS2 OR 3-HR RATED CONCRETEDECK SLAB OR WALL OR CMUWALL PER STRUCTURAL PLANS3-HR. RATED SEALANTASSEMBLY "SPECSEAL"ELASTOMERIC SEALANT SYSTEM#HW-D-1006 OR EQ.3 OR 4-HR WALL C.I.P. OR C.M.U.PER PLANSLIP/NON-BEARING JOINT WHEREOCCURS PER STRUCTURALPLANS.NOT TO EXCEED 2" MAX @ TIMEOF INSTALLATIONSPECIFIED TECHNOLOGIES UL.SYSTEM # HW-D-10061/2" THK. SPEC SEAL ES TOOLSMOOTHMIN. 4" WIDTH OF PCF MINERALWOOLNOTE:OBTAIN PRODUCT INSTALLATIONREQUIREMENTS AND INSTALL PERLISTINGSPEC SEAL SERIES ESELASTOMERIC FIRE SEALANT U.L.LISTED FOR 2HR JOINT TYP.9SLAB OPENING DIMENSIONDIMENSION PER PLANCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL2-HOUR FIRE BARRIERDETAILSAD-23 City Council 23 – 20412/6/2022  RATED FIRE PARTITION ONE LAYER OF 5/8" TYPE'X' GYPSUM BOARDRATED WALL, EXTERIOR RATED WALL, STAGGERED RATED WALL, INTERIOR INTERIOR SIDE EXTERIOR SIDE INTERIOR SIDE ASSEMBLY COMPLIES WITH:CBC TABLE 721.1(2) ITEM NUMBER 15-1.3ICC REPORT No. ER-19522X WOOD STUDS16" O.C.EXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR SHEATHINGWHERE OCCURSWALL INSULATION PERT-24 REQIREMENTSTWO LAYERS OF 5/8" TYPE'X' GYPSUM BOARDASSEMBLY COMPLIES WITH:GA FILE No. WP 8420CBC TABLE 721.1(2) ITEM No. 15-1.62X 6 FIRE RETARDANTTREATED WOOD STUDS16" O.C.ONE LAYER 5/8" TYPE 'X'GYPSUM SHEATHINGWALL INSULATION PERENERGY COMPLIANCEREQUIREMENTSSTRUCTURAL SHEATHINGWHERE OCCURSONE LAYER OF 5/8" TYPE'X' GYPSUM BOARDASSEMBLY COMPLIES WITH:GA FILE No. WP 8105UL Design U-3092x4 WOOD STUDS16" O.C.WALL INSULATION PERT-24 REQIREMENTSTWO LAYERS OF 5/8" TYPE'X' GYPSUM BOARD2X WOOD STUDS16" O.C.TWO LAYERS 5/8" TYPE 'X'EXTERIOR SHEATHINGWALL INSULATION PERT-24 REQIREMENTSSTRUCTURAL SHEATHINGWHERE OCCURSONE LAYER OF 5/8" TYPE'X' GYPSUM BOARDASSEMBLY COMPLIES WITH:GA FILE No. WP 8415, 4135CBC TABLE 721.1(2) ITEM No. 15-1.16WHERE FIRE RETARDANT TREATED FRAMING ANDSHEATHING IS REQUIRED, ANY METAL STAPLES,STRAPS, NAILS, ETC. THAT COME IN CONTACT WITHFIRE RETARDANT TREATED LUMBER IS TO BECORROSIVE RESISTANT.ONE LAYER OF 5/8" TYPE 'X'PROPRIETARY GYPSUM BOARDNo. 16 GAUGE 4" STEELSTUDS 16" O.C. MAX.EXTERIOR CLADDINGO/ WATER RESISTIVE BARRIERWALL INSULATION PERT-24 REQIREMENTSASSEMBLY COMPLIES WITH:GA FILE No. WP 8006UL DESIGN U425ONE LAYER OF 5/8" TYPE 'X'EXTERIOR PROPRIETARY GYPSUMSHEATHINGTWO LAYERS OF 5/8" TYPE 'X'GYPSUM BOARDINTERIOR SIDEEXTERIOR SIDENo. 16 GAUGE STEELSTUDS 24" O.C. MAX.EXTERIOR CLADDINGO/ WATER RESISTIVE BARRIERASSEMBLY COMPLIES WITH:GA FILE No. WP 1522 STC 55UL DESIGN U425OWENS CORNING NOISECONTROL GUIDE STC - 58TWO LAYERS OF 5/8" TYPE 'X'EXTERIOR GYPSUM SHEATHINGINTERIOR SIDEEXTERIOR SIDENOTE: SUBSTITUTE 78" EXTERIORPLASTER IN LIEU OF ONE LAYER OF58" TYPE 'X' GYPSUM BOARDONE LAYER OF 5/8" TYPE 'X'GYPSUM BOARDNo. 16 GAUGE 6" STEEL STUDS16" O.C. MAX.3-1/2" GLASS FIBERINSULATIONASSEMBLY COMPLIES WITH:CBC TABLE 721.1(2) ITEM NUMBER 15-1.4GA FILE No. WP 1052, STC 50-54ONE LAYER OF 5/8" TYPE 'X'GYPSUM BOARD3-1/2" GLASS FIBERINSULATIONTWO LAYERS OF 5/8" TYPE 'X'GYPSUM BOARDNo. 16 GAUGE STEELSTUDS 16" O.C. MAX.ONE LAYER OF 5/8" TYPE 'X' EXTERIORGYPSUM SHEATHING3-1/2" GLASS FIBERINSULATIONASSEMBLY COMPLIES WITH:GA FILE No. WP 1522 STC 55UL DESIGN U425OWENS CORNING NOISECONTROL GUIDE STC - 582X WOOD STUDSEXTERIOR CEMENTPLASTER O/ METALLATH O/ WRBEXTERIOR SHEATHINGWHERE OCCURSEXTERIOR CLADDINGO/ WATER RESISTIVE BARRIEREXTERIOR CLADDINGO/ WATER RESISTIVE BARRIEREXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIERONE LAYER OF 5/8" TYPE'X' GYPSUM BOARD ONBOTH SIDES OF WALLASSEMBLY COMPLIES WITH:CBC TABLE 721.1(2) ITEM NUMBER 15-1.3ICC REPORT No. ER-19522X WOOD STUDS16" O.C.EXTERIOR CEMENT PLASTER O/METAL LATH O/ WATER RESISTIVEBARRIEREXTERIOR SHEATHINGWHERE OCCURSWALL INSULATION PERT-24 REQIREMENTSRATED ASSEMBLY PER PLAN FILL WALL CAVITY WITHINSULATIONINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEEXTERIOR SIDEINTERIOR SIDEEXTERIOR SIDEEXTERIOR SIDEPROPRIETARY GYPSUM BOARD:5/8" GOLD BOND BRAND FIRE-SHIELDOCCURS AT RECESS IN BETWEENWINDOWS. SEE EXTERIORELEVATION.OCCURS AT RECESS IN BETWEENWINDOWS. SEE EXTERIORELEVATION.1. ACOUSTICAL SEALANT IS REQUIRED AT ALLINTERSECTIONS, INCLUDING WALLS ANDPENETRATIONS.2. FACE LAYER OF GYPSUM BOARD TO BE HELDBACK 14" AT ALL INTERSECTING SURFACES ANDCAULKED AIRTIGHT WITH ACOUSTICAL SEALANT.T O CONCTPLT O SHEATHINGEXTERIORINTERIORSTRUCTURAL WD. SHEATHING -SEESTRUCTURAL DRAWINGS FOR EXTENT-NOTE: CARRY SHEATHING TO NEARESTINSIDE OR OUTSIDE CORNER FOR FLUSHFINISHPARALLEL FRAMING-ROOF FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.FIRE BLOCK @ EXPOSED WEEPSCREED AREA ALSO SERVESAS LATH BLOCKING REQUIREDIN CBC16PARALLEL FRAMING-FLOOR FRAMING IS ORIENTEDPARALLEL TO EXTERIOR WALL-THEREFORE NON-BEARINGCONDITION.REFER TO STRL. DWGS.SET SILL PLATES ON (3)CONT. BEADS OF SEALANTT.O. PARAPETPARAPET NOT REQ'D. PER CBC SECTION 705.11 EXCEPTION #6NOTE: NOT ALL FLOOR LEVELS SHOWN-MULTIPLE FLOORS OCCURNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATEPERPENDICULAR FRAMING-FLOOR FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.(1) SOLID RIM JOIST20RATED ROOF / CEILING ASSEMBLY1AD-2119AD-21TYPTPLT O SHEATHINGTPLT O SHEATHINGTPLROOF / CEILING ASSEMBLY9AD-21TYPTYPICAL AT EVERY FLOORLINE1-HOUR EXTERIOR WALLASSEMBLY1AD-23FIREBLOCKING1AD-242-HOUR EXTERIOR WALLASSEMBLY2AD-23NOTE:SEE DETAIL 4/ FOR INFORMATION NOT SHOWNNOTE:THIS IS THE TOP OFEXTERIOR WALL- THEREFOREEXTERIOR WALL RATINGTERMINATES @ TOP OF PLATETPLT O SHEATHINGT O SHEATHINGTPLT O SHEATHINGT.O. PARAPETPARAPET NOT REQ'D. PERCBC SECTION 705.11EXCEPTION #6TPLFIREBLOCKING1AD-24EXTERIORINTERIORPERPENDICULAR FRAMING-ROOF FRAMING IS ORIENTEDPERPENDICULAR TO EXTERIORWALL-- THEREFORE BEARINGCONDITION.REFER TO STRL. DWGS.T O CONC(1) 2X SOLID RIM(2) 2X BLOCKINGTYP20AD-2111AD-51.0TYPICAL AT WOOD TOCONCRETE TRANSITION5AD-51.02-HR EXTERIORWALL2AD-231-HR EXTERIORWALL1AD-23FIRE-RATED EXTERIORWALL DETAILSAD-24NON-RATED WOOD FRAMED WALL91-HR RATED WOOD FRAMED WALL51-HR RATED WOOD FRAMED WALL12-HR RATED WOOD FRAMED WALL22-HR RATED WOOD FRAMED WALL61-HR RATED FURRED WALL10RATED WALL INTERSECTIONS121-HR RATED MTL. FRAMED WALL782-HR RATED MTL. FRAMED WALL431-HR RATED MTL. FRAMED WALL1-HOUR EXTERIOR NON-BEARING WALL2-HR RATED MTL. FRAMED WALL2-HOUR EXTERIOR BEARING WALLCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20512/6/2022  6"STRUCTURAL PANELWHERE OCCURS3 HOUR FIRE RATED WALL2-1/2" METAL C-H STUDS, 25 GAGE WITH 1"X24" PROPRIETARYGYPSUM LINER BOARD INSTALLED INTO C-H STUDSTHREE (3) LAYERS 58" THICK PROPRIETARY TYPE X GYPSUMBOARD ON OPPOSITE SIDEPROPRIETARY GYPSUM BOARD:58" SHEETROCK FIRECODE C GYPSUM PANELS1" SHEETROCK GYPSUM LINER PANELSNON-RATED WALLONE LAYER 58" TYPE "X" GYPSUM BOARD ON 2X4WOOD STUDS ON SILL PLATEBATT INSULATION IN WALL CAVITY3 HR. FIREWALL ASSEMBLY PER DETAILSHEAR PANEL ASOCCURS SEE STRL.BATTINSULATION2X WOOD STUDSONE HOUR EXT.WALL ASSEMBLYPER DETAIL2/AD-22APPROVED 1 HOURU.L. FIRE RESISTIVEJOINT SYSTEMREQUIRED ATBOTH SIDES OFWALLHOLD CEILING GYPSUMBOARD BACK 1/4", CAULKAIRTIGHT WITH 1-HOURFIRE RATED ACOUSTICALSEALANT PRIOR TO TAPEAND MUDPERIMETER ISOLATIONMATERIAL (CLOSED CELLFOAM, 1/4" MIN.)FINISH FLOOR1/4" MAX. GAP FILL WITHACOUSTICAL SEALANTBASEBOARD ASSCHEDULEDMAINTAIN CLEARANCEBETWEEN BASEBOARDAND FINISH FLOOR CAULKGAP WITH ACOUSTICALSEALANTRATED FIRE WALLRATED FLOOR/CEILINGBATT INSULATIONSHEAR PANEL WHEREOCCURS3 HOUR FIRE WALLASSEMBLY PER DETAILINTERIOR WALLHOLD GYP. BD. 14" AWAY FROMADJACENT GYP. BD. AND WOODFRAMING.RATED FLOOR / CEILINGMOISTURE RESISTANT NON-PAPERBACKED GYPSUM BOARDFIBERGLASS TUBRESILIENT CAULKFILL VOID WITH INSULATIONSET SILL PLATES ON (3)CONT. BEADS OF SEALANTTYPICAL RATEDFLOOR / CEILINGRATED ROOF / CEILINGASSEMBLYNO RIGID CONNECTIONBETWEEN STUD WALLSATTIC INSULATION PER ENERGY REPORT .FIREBLOCKING IN WALL CAVITYPER CBC SECTION 718.UNITUNITUNITNO OPENING IN THE ROOF WITHIN4 FEET OF THE FIREWALLUNITUNITFRAMING PERPENDICULARNON RATED FURRED WALL,TYPICAL3 HOUR FIRE RATED SHAFT WALL SYSTEM, TYPICALC FIRE WALLL3 HR. FIREWALL ASSEMBLY PER DETAIL1-PER PLAN FIREWALLWIDTHSTAIR / MECHANICALSHAFTALIGN SEE DETAIL # 1 FORINFORMATION NOT SHOWNFIRE-RETARDANT-TREATED ROOFSHEATHING FOR 4 FEET OF THEFIREWALL ON BOTH SIDES OF THE WALLNO OPENING IN THE ROOF WITHIN4 FEET OF THE FIREWALLFIRE-RETARDANT-TREATED ROOFSHEATHING FOR 4 FEET OF THE FIREWALLON BOTH SIDES OF THE WALLUNITUNITUNITSEE DETAIL # 2 FORINFORMATION NOT SHOWNALUMINUM BREAKAWAYCLIPS ON BOTH SIDES OFTHE WALLALUMINUM BREAKAWAYCLIPSEDGE OF SLABPROVIDE FIREBLOCKINGIN WALL CAVITIESASSEMBLY COMPLIES WITH:GA FILE No. WP 7453UL DESIGN U415 - SYSTEM GFRAMING PARALLELFILL OVERFRAMINGCAVITY WITH INSULATIONFIRE-RATED SEALANTAT PENETRATIONTYP.4 FEET MINIMUM EXTENT OF FIRE-RETARDANTTREATED PLYWOOD @ FLR/CLG ASSEMBLIES ONEACH SIDE OF FIREWALL. TYP.BREAKAWAY CLIPS TYP.3-HOUR RATED DOOR, INSTALL PERMANUFACTURERS INSTRUCTIONS.INSTALL MAGNETIC DOOR HOLD OPENDEVICE ON SHIM AS NECESSARY FORDOOR FACE TO FLUSH W/ WALL FINISHAS SHOWN. TYP.METAL STUD FRAMING. INSTALL O/GYPSUM WALLBOARD.RATED INTERIOR CORRIDORWALL PER DETAILDOOR SWINGSEALANT AT DRYWALL AND JAMB.ALIGNDOOR HEAD3-HOUR RATED FIREWALL PER DETAIL9-RATED INTERIOR CORRIDOR WALL PERDETAIL1-LINE OF SOFFIT ABOVELINE OF SOFFIT ABOVE25 GA. GALV. STL. TRACK3-HOUR STEEL DOUBLEEGRESS JAMBFULL HEIGHTSEMI-CONCEALED HINGE3-HOUR METAL DOOR3-HOUR RATED FIREWALL PER DETAILDOOR IN OPENPOSITION, BEYONDLAYER OF GYP. BOARDCONTINUOUS TOUNDERSIDE OF FLOORSHEATHING3-HOUR RATED DOOR & FRAME,INSTALL PER MANUFACTURERSINSTRUCTIONS.25 GA. GALV. STL. TRACK,TOP & BOTTOM3-HOUR RATEDFIRE WALLTYPICAL RATED CORRIDORFLOOR / CEILING PER DETAIL2X BLOCKINGEXTERIORRATED INTERIOR CORRIDORWALL PER DETAILDOOR SWING3-HOUR RATED FIREWALL PER DETAILLINE OF SOFFIT ABOVEFIRE-RETARDANT TREATEDSHEATHINGFIRE-RETARDANTTREATED SHEATHINGFIRE-RETARDANTTREATEDSHEATHING3-HR RATED FIREWALL DETAILSAD-253-HR RATED FIRE WALL13-HR F.W. @ EXT. WALL23-HR RATED F.W. @ FLR/CLNG63-HR RATED DOOR AT FIRE WALL3-HR RATED DOOR HEAD3-HR RATED DOOR JAMB12113-HR F.W. @ EXT. WALL783-HR FIRE WALL @ TUB433-HR F.W. @ INT. WALL16181920243-HR RATED FIRE WALL SECTION3-HR F.W. @ SHAFT3-HR RATED DOOR JAMBCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20612/6/2022  3-HR SHAFT LINER3RD FLOOR4TH FLOOR5TH FLOOR3-HR SHAFTGREASE DUCT4" LONG X 22 GAUGE CLIP@ 16" O.C.NON-RATED WALL- (1) LAYER5/8" TYPE 'X" GYP. BD. ON WOODSTUDS. BATT INSULATION INWALL CAVITY5-2-STORY RETAIL SPACEFUTURE 3M 2-HOUR FIRE WRAP TOPROTECT FUTURE KITCHEN HOODFUTURE GREASE DUCT WITH 3M1-HOUR FIRE WRAP2-HOUR ENCLOSURE IN SHELLCONSTRUCTION PER DETAIL 5THE USE OF SMOKE / FIRE DAMPER IS NOT ALLOWED FOR ARESTAURANT GREASE SHAFT DUE TO GREASE BUILD-UP. INORDER TO MITIGATE THIS, A 1-HOUR DROPPED CEILING WILLTERMINATE THE SHAFT AT THE UNDER SIDE OF PODIUM. WHENTHE DUCT IS INSTALLED BY THE TENANT IMPROVMENT, THEENTIRE LENGTH OF DUCT ALL THE WAY TO THE ROOF SHALLBE WRAPPED WITH 3M FIRE WRAPFUTURE OPENING IN 2-HOUR RATEDSHAFT ENCLOSURE3-HOUR FIRE BARRIERAT GREASE SHAFTDETAILSAD-26-2016-84CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL24--1915-23--1814-22--1713-21-3-HOUR SHAFT LINER3-HOUR FIRE BARRIER SHAFT AT GREASE DUCT3-2-1- City Council 23 – 20712/6/2022  F.O. WALL AT GARAGE AIR SPACEPER PLANJOINT ASSEMBLY PER PLANCONCRETE SLAB ON GRADE PER STRLNOTE:1.NOT ALL FLOOR LEVELS SHOWN.REFER TO BUILDING AND WALLSECTIONS FOR ADDITIONALINFORMATION. MULTIPLE FLOORLEVELS OCCUR.2.NOTES INDICATED OCCUR AT ALL LIKELOCATIONS ON ALL FLOORS.TYPICAL CORRIDORFLOOR / CEILINGTILT-UP WALL ASSEMBLY PER PLAN. FRAMED WALLIS PRE-BOARDED AND TILTED INTO PLACE. SETABUTTING GYPSUM WALLBOARD EDGES ON BLINDSIDE IN CONTINUOUS BED OF APPROVED FIRERESISTANT JOINT SYSTEM CAULKINGNOTE:FRAMED WALL ADJACENT TO GARAGE WALL DOESNOT PROVIDE THE BUILDING WITH AWEATHER-RESISTANT EXTERIOR WALL ENVELOPEPER CBC SECTION 1403.2, THEREFORE, WALL IS ANINTERIOR BEARING WALLSEISMIC JOINT AIRSPACE PER PLANGARAGE WALL - CMU OR CAST-IN-PLACECONCRETE PER PLANTYPICAL ROOF / CEILINGCRICKET FRAMINGCORRIDORCORRIDORCORRIDOR14AD-231AD-213AD-224AD-22SOFFITROOFING PER ROOF PLAN (TYP.)F.O. STUD TILT-UP WALL ATGARAGEAD-27TILT-UP WALL AT CORRIDOR ADJACENT TO GARAGE4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 20812/6/2022  1012184162 HR STEEL BEAM PROTECTION1723STEEL TUBE COLUMN, PERSTRUCTURALGRABBER CLIPS BY JOHNWAGNER & ASSOCIATES, INC., W/NO. 28 MSG GALV. STEELSUPPORT ANGLE W/ 1-1/4" LEGSPLACED OVER CLIPS ANDCONTINUOUS THE LENGTH OFCOLUMN.NO. 28 MSG GALV. STEELCORNER BEAD W/ 1-14" LEGS5/8" TYPE X GYP. BOARD1-HOUR ASSEMBLY PERUL DESIGN NO. X528REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERENOTE: CONTRACTOR TO VERIFY FASTENINGTECHNIQUES WITH UL ASSEMBLYDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)TO STEELTO SHEATHING1-HOUR ASSEMBLY PERUL DESIGN NO. L524BEAM PER STRUCTURAL2 LAYERS 1/2" PROPRIETARY TYPE XGYP. BOARD24 GA. 7/8" X 1-3/8" STEEL ANGLESCREW ATTACHED TO STEEL JOISTSAT BEAM TOP FLANGE AND 25 GA.2-1/2" STEEL RUNNERS HOOKEDOVER BEAM LOWER FLANGE ANDSUPPORTING 1-5/8", 18MIL (25 GA.)STEEL STUDS 24" O.C.1 HR STEEL BEAM PROTECTION1 HR STEEL WIDE FLANGE COLUMNWOOD FRAMING PERSTRUCTURALNOTE: CONTRACTOR TO VERIFY FASTENINGTECHNIQUES WITH UL ASSEMBLYWALL/POST WHERE OCCURSINDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8"THK. TYPE "X" GYP. BD. & FIRE TAPED 1-HR.DHUTF TOP-MOUNT HANGER (INSTALL AFTERDRYWALL IS IN PLACE)2x4 STUDS @ 16" O.C. WHEREOCCURSBEAM - SEE STRUCT. DWG'S.(2) LAYERS 5/8" TYPE "X" GYP. BD.CEILING O/ RESILIENT CHANNELS@ 16" O.C. @ GARAGEINDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS5/8" TYPE "X" GYP. BD. & FIRE TAPED 1-HR.DHUTF TOP-MOUNT HANGER (INSTALL AFTERDRYWALL IS IN PLACE)INSULATION MAY OCCURFIRE SEALANT2X JOIST, PER STRUCT. DWG'S.2x JOIST, PER STRUCT. DWG'S.NOTE:INDIVIDUALLY PROTECT BM. @ LOCATIONSWHERE BM. IS SUPPORTING MORE THAN(2) FLOORS OR (1) FLR. & A ROOF, PER CBC704.BEAM PER STRUCTURALGRABBER CLIPS, BY JOHN WAGNER& ASSOCIATES, INC., @ 24" O.C.2 LAYERS 5/8" TYPE C GYP. BOARD :1ST LAYER FASTENED W/ 1-1/4" LONG,0.15 O SCREWS SPACED 16" OC.2ND LAYER ATTACHED W/ 1-3/4"LONG, 0.15 O SCREWS SPACED 8"OC.NO. 20 MSG GALV. STEEL ANGLE W/1-1/4" LEGS2-HOUR ASSEMBLY -UL DESIGN NO. N501REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERE1AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "A"2-1/2 HOURS2-1/2 HOURSADD ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OFDETAILED WALL TYPE PER PLANMAXIMUM 3-1/2" (WOOD OR STEEL) COLUMN WHERE OCCURS PER 25 40 20 40 25 150 MINUTES TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALLTWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMNEXPOSED TO WALL CAVITY65 65 CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT WALL FACE SIDES OF COLUMNPER C.B.C. SECTION 722.640404040TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)8080CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTIONAT COLUMN FACES EXPOSED TO WALL CAVITY3 HOURS20TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2)EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATEDFIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6NOTES:1.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDEENCASEMENT BY ADDING FACE ONE (1) LAYER OF 1/2" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE OF WALL. ADD TWO (2) LAYERS OF 5/8" TYPE "X"GYPSUM WALLBOARD ON EACH SIDE OF COLUMN FACE EXPOSED TO CAVITY OF WALL.2.CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED IF THICKNESS OF ADDITIONALGYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS.90 20 90 200 MINUTES1 HOUR1 HOUR2525252575752.83 HOURS2025 25 4025 25 402525 1AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "B"NOTES:2.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, SUBSTITUTE3.CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED DUE TO INCREASE IN THICKNESSOF 2x6 STUD WALL. SEE PLANS.2x6 STUDS IN LIEU OF 2x4 STUDS TO PROVIDE ADEQUATE DIMENSION FOR TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AROUND4x4 COLUMN, BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL GYPSUM WALLBOARD MEMBRANE.1.SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.THREE (3) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMNEXPOSED TO WALL CAVITYTWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN(WOOD OR STEEL) BETWEEN COLUMN AND CAVITY FACE OF 1-HOURGYPSUM WALLBOARD MEMBRANE OF 1-HOUR FIRE RESISTIVE RATED WALLPER DETAIL1AD-221-HOUR FIRE RESISTIVE RATED WALL PER DETAILCOLUMN PROTECTION OPTION "C"110 MIN. 25 2520 INCLUDE 20 MIN. SIDE OF COLUMN FOR INTUMESCENT COATING 1 HOUR1 HOUR1.83HOURS252520INCLUDE 20 MIN.SIDE OF COLUMNFOR INTUMESCENT COATING NOTES:2.WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, COAT 4x4 COLUMNWITH INTUMESCENT COATING TO PROVIDE A MINIMUM 20 MINUTES FIRE RESISTIVE RATED PROTECTION. PROVIDE ONE (1) LAYER 5/8" TYPE "X" GYPSUMWALLBOARD EACH SIDE OF 4x4 COLUMN FACE EXPOSED TO CAVITY OF WALL.1.SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION.COAT ALL AND ENTIRE FACES OF COLUMN WITH INTUMESCENT COATINGPER COATING MFGR'S REQUIREMENTS3.INTUMESCENT COATING: 40 MILS (MIN.) ALBI CLAD "FP"TEST DATA: WESTERN FIRE CENTER, INC. WFCi PN# 04042AFIRE RESISTANCE RATING: 60 MINUTES (FOR PURPOSES OF THIS DETAIL, ONLY 20 MINUTES OF FIRE RESISTANCE VALUE IS CONSIDERED)DROP BEAM ENCASEMENTFLUSH BEAM ENCASEMENT4025254025404025254025402540 1AD-211-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAILWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONJOISTS AT PERPENDICULAR ORIENTATIONWHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING,THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTIONENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF15 MINUTES PER C.B.C. SECTION 722.6.2(5)PROTECTION ENCASEMENT ON ALL EXPOSED SIDESDHUTF TOP-MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS656565 BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARDFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDWALL PER PLAN (WHERE OCCURS)JOISTS AT PARALLEL ORIENTATIONEND BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATIONPROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONSTO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTIONBEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGSBASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARDFACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARDENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOODMEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION722.6.2(5) AND TABLE 722.6.2(1)6565 TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.)CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTIONGENERAL NOTES:1.PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGSSUPPORTED BY THE STRUCTURAL MEMBERS.2.THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURALMEMBERS.3.GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROMABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION.4.WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE,GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITYCLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED.5.FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C.SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3.STRUCTURAL DRAWINGSFIRE RESISTIVE RATED WALL6.DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTIONREQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS.OF COLUMNS AND PRIMARY STRUCTURAL FRAME1-HOUR FIRE RESISTANCE PROTECTION19111AD-21WOOD FRAMING PER STRUCTURAL1-HR RATED FLOORCEILING ASSEMBLYDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)TO STEELTO SHEATHINGREFER TO STRUCTURAL FORINFORMATION NOT SHOWN HEREGRABBER CLIPS, BY JOHN WAGNER& ASSOCIATES, INC., @ 24" O.C.2-HR RATED FLOORCEILING ASSEMBLY3AD-211AD-21ALTERNATE DETAILGRABBER CLIPS, BY JOHNWAGNER & ASSOCIATES, INCNOTE: CONTRACTOR TO VERIFY FASTENINGTECHNIQUES WITH UL ASSEMBLYDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)3 1/4" LVL 3 TO STEELTO SHEATHINGWOOD FRAMING PERSTRUCTURALBEAM PER STRUCTURALGRABBER CLIPS, BY JOHN WAGNER& ASSOCIATES, INC., @ 24" O.C.2 LAYERS 5/8" TYPE C GYP. BOARD -1ST LAYER FASTENED W/ 1-1/4"LONG, 0.15 O SCREWS SPACED 16"OC.2ND LAYER ATTACHED W/ 1-3/4"LONG, 0.15 O SCREWS SPACED 8"OC.NO. 20 MSG GALV. STEEL ANGLE W/1-1/4" LEGS1-HR RATED FLOORCEILING ASSEMBLYPROVIDED:2-HOUR ASSEMBLY - ANSI/UL 263UL DESIGN NO. N501REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HEREALTERNATE DETAILGRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INCREQUIRED :1-HOUR ASSEMBLY PER ULDESIGN NO. L524GRABBER CLIPS, BY JOHN WAGNER& ASSOCIATES, INC., @ 24" O.C.1 HR FLOOR/ CEILING ASSEMBLY6x WOOD NAILER AT INTERIOR, RIPPED TO SLOPE AT EXTERIOR DECKTPLFACE OF STUD WALL PER PLANC STL. BEAM & COLUMNLPER PLAN1-HR OR 2-HR EXTERIOR WALL PER PLANSTEEL BEAM - INDIVIDUALLY WRAPPEDCANTILEVERED BEAM BEYOND (HATCHED)INDIVIDUALLY WRAPPEDPLYWOOD, WHERE REQ'D PERSTRUCTURALTO STEEL AT 4TH FLR AMENITY(ONLY)TO SHEATHING6 1/4"REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERE14201AD-212X BLOCKING TO MAINTAIN 2-HOUR RATING ATDECK-TO-WALL TRANSITION, WHERE OCCURS3X NAILER @ LEVEL 36X NAILER @ LEVEL 43X NAILER @ LEVEL 36X NAILER @ LEVEL 43X NAILER @ LEVEL 36X NAILER @ LEVEL 4STEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE - 2HR1 HR FLOOR/ CEILING ASSEMBLY6x WOOD NAILER AT INTERIOR & 2X NAILER AT EXTERIOR DECKTPLFACE OF STUD WALL PER PLANC STL. BEAM & COLUMNLPER PLAN1-HR OR 2-HR EXTERIOR WALL PER PLANSTEEL BEAM - INDIVIDUALLY WRAPPEDDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)CANTILEVERED BEAM BEYOND (HATCHED)INDIVIDUALLY WRAPPEDPLYWOOD, WHERE REQ'D PERSTRUCTURALTO STEEL AT 4TH FLR AMENITY(FITNESS ONLY)TO SHEATHING6 1/4"REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERE1AD-212X BLOCKING TO MAINTAIN 2-HOUR RATING ATDECK-TO-WALL TRANSITION, WHERE OCCURS2X NAILER1 HR FLOOR/CEILING ASSEMBLY8AD-21DEPRESSED LEVEL FRAMING W/ 2X CRICKETING TOACHIEVE SLOPE.STEEL BEAM @ EXTERIOR WALL AND INTERIOR SPACE (FITNESS) - 2HR6 1/4" LVL 4 3 1/4" LVL 3 6 1/4" LVL 4 3 1/4" LVL 3 6 1/4" LVL 4 APPLY SEALANT AFTER COMPLETION OFIMPERVIOUS SURFACE SYSTEM FINISH COATDHUTF TOP-MOUNT HANGER(INSTALL AFTER DRYWALL IS INPLACE)1 HR FLOOR/CEILING ASSEMBLY8AD-21(2) LAYERS 1/2" TYPE 'X' GYP. BD.STEEL TUBE COLUMN PERSTRUCTURALNO. 24 MSG GALV STEEL COVER(1) LAYER 5/8" TYPE 'X' GYP. BD.O/ (1) LAYER 1/2" TYPE 'X' GYP.BD.2x WALL FRAM'G.CONTINUE 2ND LAYER OF GYP.TO INSIDE CORNER OF ROOM1-HOUR ASSEMBLY PER U.L.DESIGN NO. X526REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERENOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH ULASSEMBLY1 HR STEEL TUBE COLUMN(2) LAYERS 1/2" TYPE 'X' GYP. BD.ALL AROUND COLUMNSTEEL TUBE COLUMN PERSTRUCTURALNO. 24 MSG GALV STEEL COVER(1) LAYER 5/8" TYPE 'X' GYP. BD.AT WALLSSTEEL TUBE COLUMN PERSTRUCTURAL(3) LAYERS 1/2" TYPE 'X' GYP. BD.NO. 24 MSG GALV STEEL COVER2x WALL FRAM'G.2 -HOUR RATED WALL2-HOUR ASSEMBLYGA FILE NO. CM 2801U.L. DESIGN NO. X526REFER TO STRUCTURAL FORINFORMATION NOT SHOWN HERENOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH ULASSEMBLY2 HR STEEL TUBE COLUMN5AD-22CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALFIRE-RATED PRIMARYSTRUCTURAL FRAMEDETAILSAD-28BUILDING# City Council 23 – 20912/6/2022  10'-0"EQ.EQ. CHAIN SPACINGEQ.LCLCLCLC±1 1/2" HIGH X 3/8" WIDE BLACK TEXTFIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION.CLEARANCE BAR WITH TEXT TO READ:"HEAD CLEARANCE 8'-2" MAX. BEYOND" OR"HEAD CLEARANCE 7'-0" MAX. BEYOND"2"3"1'-0"MOUNT BOTTOM OF SIGN @ MINIMUM OBSTRUCTION HEIGHT PVC END CAP. LIQUID WELD TO PIPE.3" DIA. PVC PIPE. PRIME & PAINT TUBE YELLOWTO MATCH CAUTION YELLOW NOTES @GARAGE.45 DEGREE ANGLE, 2" WIDE BLACK STRIPESOVER YELLOW BACKGROUND.CHAIN SUPPORTLCCONCRETE WHEEL STOPREBAR @ MAT SLAB ONLY,ADHESIVE MOUNT @ SUSPENDEDSLABCONCRETE STRUCTURAL SLABRESERVEDPARKINGLOW-EMITTINGAND FUELEFFICIENTVEHICLESONLY***FOR EV SPACES, SIGN SHALL READ "FORELECTRIC VEHICLES ONLY"1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSMINERAL WOOLGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLANMOUND CONCRETE @ TOP OFBOLLARDCONCRETE FILLED 4" DIA. STEELPIPE -PAINTWELD PLATEC POSTL1 1/2" FL. TRACK - WIDTH ANDGAUGE TO MATCH STUDS U.N.O.SPLICE PER#10 S.M.S. EA. SIDE @ EA. STUD-TYP.METAL STUDSGYPSUM SHTG., NUMBER OFLAYERS DEPENDENT ON FIRERATING, SEE PLAN'B''B'DETAIL A2.3-2.4[58-61]1.150[29.2]2.3-2.4 [58-61] 1.286 [32.7]DETAIL BPANELINSTALLATIONCOMPOSITESLEEVEANCHOR20 TOTALPER PANELR0.125 [R3.2]4 -PL1/4" DIA. (6.35mm)CTSK HOLES(TYP. 20LOCATIONS)DETECTABLEWARNING MATCOMPLY WITHCBC 705.1.0.058[1.5]0.192 [4.9] 0.115 [ 2.9] 0.234 [5.9]0.071[1.8]0.032 [ 0.8]0.440[11.2]0.980[24.9]1.500 [38.1]0.063 [1.6] 0.198 [5.0] 0.200 [5.1] 20 - PL 0.500 [12.7]4 - SIDES15°30°0.700[17.8]0.900 [22.9]DIA. 609 PL.0.151 [3.8] 0.200 [5.1] DOME 609 PL.0.450 [11.4]DIA. 609 PL.0.480[12.2]79°COMPOSITE SLEEVE ANCHORW/ STAINLESS STEEL NAIL14" X 112" (6.35mm X 38.1mm)SECTION B-B.090 DEG POINTS.045 (1.1) HIGHPANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS6" TYP.STD. STL. GALV. CHAIN LINK POST2-3/8" X 11 GAGE GALV.CHAIN LINK FABRICSTRUCTURAL COL.OR WALLGALV. CHAIN LINK TOP &BOTTOM RAILRAIL TO WALLATTACHMENT- USESTANDARD CHAIN LINKFITTINGSNOTE: PRIME & PAINT ALLMTL. COMPONENTSCLEAR VERT. HEIGHT -SEE SLAB PLANS 6" TYP.BOTTOM RAIL CONTINUESPARALLEL TO FLOORSECURITY FENCE @ RAMP6"FLR LINEFLR LINE6"PROVIDE OPENINGS AT TOP TOALLOW PIPES AND THE LIKE TOPASS THROUGH- AS REQUIRED1"RAIL PER PANEL ELEVATIONNOTE:METALIZE, PRIME, AND PAINT ALL METALCOMPONENTSCONTRACTOR TO SELECT (1) ATTACHMENTDETAIL & USE THROUGHOUT THE PROJECT. THEUNSELECTED OPTION WILL NOT BE USED.1/8" THICK RUBBER GASKETC.M.U. OR C.I.P. MAY OCCURWALL FINISH MAY OCCURSET BOLTS PRIOR TO POUROR INSTALL W/ STRUCTURALEPOXY ANCHORING CEMENTIMBED 3"DETAIL 8A - BASE OF POSTCONC. SLABCONC. SLAB8" X 8" X 3/8" EMBED STL. PLATE@ 8'-0" O.C. MAX.3/8" THK. MIN. X WIDTH OF POSTSTL. PLATE ON (2) SIDES OFPOST - WELD TO EMBED PLATE10"8" X 8" X 3/8" EMBED STL.PLATE @ 8'-0" O.C. MAX.STL. POST PER PLANSTL. POST PER PLAN - WELDTO EMBED PLATE1/2" MACHINE BOLT4"DETAIL 8B - TOP OF POSTPLATE IS ECCENTRIC ATCONDITIONS WHERE COLS &WALLS OCCURPROVIDE OPENINGS FORUTILITIES6"MAX.STD. STL. GALV. CHAIN POST FITTINGSTD. STL. GALV. CHAIN POSTFITTINGDETAIL ADETAIL B'A''A'49.059 [1246.1] PART O.A.35.997 [ 914.3]PART O.A.1.30 [33.0]33.399 [ 848.3] 20 - EQUAL SPACES 1.30 [33.0] 46.759 [1187.7] 28 - EQUAL SPACES1.150[29.2]1.150[29.2]SURFACE APPLIED PANEL - TOP VIEWSECTION A-A0.135 [ 3.4] WALL THICKNESS 0.443 [11.2] PART O.A.14" DIA. (6.35mm) CTSK HOLES(TYP. 20 LOCATIONS)GARAGE DETAILSAD-3121-13VEHICLE PARKING SIGN9VEHICULAR HEADROOM CLEARANCE BAR1PIPE BOLLARD2PIPE GUARDS6TOW AWAY WARNING SIGN10141211FLOOR TRANSITIONS15FR TRACK CLOSURE78CURB AT TRASH ROOM43WHEEL STOP161819222324MTL. TRACK CLOSURE-RAIL-WALL ATTACHEMENT-WELD PLATEGARAGE SECURITY FENCE----DETECTABLE WARNING MATCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL 17- City Council 23 – 21012/6/2022  SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)WALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.OVERUNDERSUBSTRATESLOPE4"8" 4 " M I N IMUM L A PLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGINTERIOREXTERIORCORR.EXTERIOR PLASTERGALVANIZED WEEP SCREED W/INTEGRAL SHIELD FLASHING24 GA BONDARIZED 'L'FLASHING - SEE DETAILCONC. TOPPING SLABDRAINAGE MATSLOPE FINISH SURFACE ANDSUBSTRATE PER PLANW.R.B.2"WATERPROOFING6" WIDE SELF ADHERED FLASHINGO/ WEEP SCREED2-1/4" ISOLATION STRIP. REMOVE TOP1/4" OF MATERIAL & FILL GAP W/SEALANT MATCHING CONCRETECOLORPROVIDE SUITABLE FILL MATERIALOR EXTEND SLAB TO ALIGN WITHWALL SUBSTRATEUNITUNITSTRUCTURAL SHEAR PANEL WHEREOCCURSGYPSUM BOARDAIRSPACESTRUCTURAL SLABHARDROCK TOPPING SLABPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMPER PLANT.S.S.EXTERIOR PAVING PER LANDSCAPE OR INTERIOR DRAWINGSPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMCONC TOPPING SLABDRAINAGECOMPOSITEPRIME COATCLEAN & DRY SLABNOTE: CONFIRM ALL INSTALLATIONREQUIREMENTS WITH THEMANUFACTURER. TOP COATBONDARIZED 'L' METALFLASHING, SEE DETAILSBONDARIZED INSIDECORNER FLASHING -WITH FULLYSOLDERED JOINTSBONDARIZED DOOR PANFLASHING - WITH FULLYSOLDERED SEAMS - SEE3AD-52.06-BONDARIZED OUTSIDECORNER FLASHING -WITH FULLY SOLDEREDJOINTS10-10-AREA DRAINHIGH SIDE FFLOW SIDE FFINTERIORINTERIORCORR.CONC. TOPPING SLABSTRUCTURAL SHEARPANEL WHEREOCCURSGYPSUM BOARDISOLATE BASEBOARDABOVE FINISH FLOOR1/4" ISOLATION STRIP.REMOVE TOP 1/4" OFMATERIAL & FILL GAPW/ SEALANTMATCHING CONCRETECOLORVARIES 4"STRUCTURAL FOAM124EXT. WALKWAYS AT CORRIDORS6121617182122TYPICAL FLASHING TRANSITIONS-TOPPING SLAB TRANSITION38FLASHING AT TOPPING SLABSLAB ON GRADEDETAILSAD-32-AREA DRAIN - SLAB15-24-20-SLAB STEP AT PARTY WALL23--PAVER TRANSITION-13-1419--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALRAMP AT UNIT City Council 23 – 21112/6/2022  4321EXPANSION GAP @ GRADEEXPANSION JOINT CAVITYBETWEEN TWOSTRUCTURESAIR FLOW5/8" TYPE "X" GYP. BD, SEESTRUCTURAL FORPLYWOOD SHEAR ASOCCURSF.F.5/8" TYPE "X" GYP BOARD4" MIN AIR SPACEPER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS . SYSTEM SHALLINTEGRATE AND SEAL W/ EXPANSION JOINT ATROOF PER DETAILS1 HOUR RATED INTERIOR WALL PER PLANCONCRETE OR CMU GARAGE WALL PER PLANJ-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLESEALANT AND BACKER RODCONCRETE OR CMU GARAGE WALL PER PLANSHEAR PANEL, WHERE OCCURS1 HOUR INTERIOR WALL PER PLANRATED DOOR ASSEMBLY PER PLANMETAL SOFFIT FRAMING, HEIGHT PER PLANS, O/5/8" TYPE X GYP. BD.EXPANSION JOINT AT FLOOR, PER DETAILRATED DOOR ASSEMBLY HOLD DOORFRAME OFF THE GROUND TOACCOMODATE EXPANSION JOINT COVERPLATECONCRETE OR CMU GARAGE WALL,BY OTHERS5/8" TYPE X EXTERIOR GYP.SHEATHING2X CORRIDOR FRAMING,PER STRUCTURALWALL BEYONDSEISMIC EXPANSIONJOINT COVER AT JAMB,BEYONDWOOD SHEATHINGCONCRETE TOPPINGEXPANSION JOINT @ WALL - PLANEXPANSION JOINT @ INTERIOR FLOORDOOR HEAD10EXPANSION JOINT @ DOOREXTERIOR WALL PER PLANS.A.F.24 GA. CORROSION RESISTANT FLASHING W/ DRIPEDGE O/ SELF-ADHERING WATER PROOF MEMBRANE.LAP FLASHING W/ FLASHING OF JOINT COVER.NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVESFINISH COATINGFRY REGLET "CO" "SPRINGLOK" FLASHINGFRY REGLET "CO" TYPE CONCRETE REGLET11EXPANSION JOINT @ ROOFINTERIOR WALL PER PLANW.R.B. O/ S.A.F.24 GA. CORROSION RESISTANTFLASHING W/ DRIP EDGE O/SELF-ADHERING WATER PROOFMEMBRANE.NOTE: BONDERIZE ALL GALV. SHEETMETAL THAT RECEIVES FINISH COATINGGALV. SHEET METAL FLASHINGEXPANSION JOINT @ SKY DECKDOOR JAMBFIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-20013 & 4-11-EXTERIOR WALL PER PLANCONCRETE OR CMU GARAGE WALL PER PLAN1 HOUR INTERIOR WALL PER PLAN123-HR EXPANSION JOINT @ FIREWALL - PLANCONCRETE OR CMU GARAGE WALL PER PLANFIRE BARRIER BLANKET (3-HOUR FIRE RATED) -REPORT # GL-16310-3TESTED TO UL #:2079-2004, ASTEME-119-08A-INSTALL CONTINUOUS FROM TOP OF CONCRETESLAB TO UNDERSIDE OF ROOF EXPANSION JOINT.1 HOUR INTERIOR WALL PER PLAN20AD-263 HOUR RATED FIREWALL JAMB PERCONCRETE OR CMU GARAGE WALL PER PLAN2 HOURFIRE BARRIER PER PLANRATED DOOR ASSEMBLY PER PLANDOOR HEAD18EXPANSION JOINT @ FIRE BARRIER & DOORDOOR JAMBCONCRETE OR CMU GARAGE WALL PER PLAN19EXPANSION JOINT @ FIRE BARRIER - PLANEXTERIOR PLASTER SYSTEM O/ W.R.B. O/ 5/8" TYPE XEXTERIOR GYPBRD SHTH'G O/ EXTERIOR GRADEPLYWOOD SHTH'GCONCRETE OR CMU GARAGE WALL PER PLANJ-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLESEALANT AND BACKER RODEXPANSION JOINT @ EXTERIOR WALL - PLANW.R.B. O/ S.A.F.EXTERIOR PLASTER SYSTEM O/ CONCRETE WALLFIRE RETARDANT FRAMING PER STRUCT. DWGS202 HOURFIRE BARRIER PER PLANAIR SPACE PER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .HEADER PER STRUCT. DWGS.SEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001FIRE BARRIER BLANKET(1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001SEISMIC EXPANSION JOINT COVER , MODEL#ALHDW-12 .INSTALL PER PER SPECS .VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .1/8" THICK ALUMINUM COVER ORS.S. 304 0.2 MIL FOILAIR SPACE PER PLANAIR SPACE PER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .HEADER PER STRUCT. DWGS.FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .EXPANSION JOINT AT FLOOR, PER DETAIL11-SEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .CONCRETE OR CMU GARAGE WALL PER PLAN2 HOURFIRE BARRIER PER PLANSEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .(2) LAYERS 5/8" TYPE X GYPBRD SHTH'GSEISMIC EXPANSION JOINT COVER BY M.H.POWER, MODEL #KH-12-5 .INSTALL PER PER SPECS .FIRE BARRIER BLANKET (1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .FIRE BARRIER BLANKET(1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .SEISMIC EXPANSION JOINT COVER , MODEL#RW-12 .INSTALL PER PER SPECS .SEISMIC EXPANSION JOINT COVER , MODEL#CRW-12 .INSTALL PER PER SPECS .ROOF MEMBRANE - INSTALL PERMANUF SPECSCANT. STRIP BY OTHERSAIR SPACE PER PLANAIR SPACE PER PLANAIR SPACE PER PLANFIRE BARRIER BLANKET(1- HOUR FIRE RATED) -@ WALLS:PART #: LFS 5800-W12UL#: WW-D-2014 & WW-D-2015@ CEILINGS:PART # FS 5800-FW12UL#: FW-D-2001VAPOR BARRIER BY M.H. POWER.INSTALL PER PER SPECS .SLOPE1/4" : 1'-0"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALAD-33EXPANSION JOINTDETAILS City Council 23 – 21212/6/2022  STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSSEALANT APPLIED TOP OF MEMBFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTPRE-CAST CONC PAVERSSETTING BEDCONC SLABDRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)STUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMEDAPPLIED TO SUBSTRATE w/ CALIFSEALANTCONC TOPPING SLABSETTING BEDCONC SLABSEALANT APPLIED TOP OF MEMB12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITE12"MIN.CONT SEALANT ANDBACKER ROD BOTH SIDESMIN 2" DEEP CONC SWALE-SLOPE TO DRAINDECK DRAINPOLYESTER REINFORCINGFABRICDRAINAGECOMPOSITEMINIMUM 90 MIL FLUIDAPPLIED WATERPROOFINGMEMBRANECOMPACTSOILSTRUCTURAL CONCRETEDECKSLOPESLOPINGMATERIALREINFORCING FABRIC & 30 MIL COAT OFCOLD FLUID APPLIED WATERPROOFING2"MIN.FABRIC WRAP WITH GRAVEL POCKETCLEAN-OUTS PERFORATED LINE(THREADED)DRAINAGE COMPOSITESPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)CONCRETE FOOTING SLOPE TODRAINS PER PLANSTRUCTURAL CONCRETEPLANTER SOILSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITE4"MIN.SPECIFIED WATERPROOFINGSYSTEM (SEE TYPICALSECTION)DRAINAGE COMPOSITE BOARD -SECURE FABRIC TO PIPES TOPREVENT DIRT ENTRYSTRUCTURAL CONCRETEMIN. 1" CANT OF TROWEL GRADEWATERPROOFING MEMBRANE ORAPPROVED SEALANTCONDUIT OR PIPENOTE:AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SAND PAPER TO FACILITATE WATERPROOFING BOND.DRAINAGE COMPOSITEPLANTER SOILSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)UV RESISTANT FLUID APPLIEDWATERPROOFING MEMBRANEGRADEWALL CAP8" MIN.4" MIN.EXTRUDED PVC FLASHINGTERMINATION BAR ENCASED INSEALANT FASTENED PER MFG.REQUIREMENTSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)DRAINAGE COMPOSITEDRAINAGE COMPOSITEPLANTER SOILPLANTER WALLREINFORCING STEEL BARS, SEESTRUCT. DWGS.SEALANT OVER CLOSED CELLBACKER RODSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)SPECIFIED WATERPROOFINGSYSTEM STRIPE APPLICATIONHIGH COMPRESSION DRAINAGEMAT UNDER PLANTER, TYP.SLOPESTRUCTURAL CONCRETEFINISHED TOPPING PER LANDSCAPEFLOOR DRAIN. REFER TO PLUMBING DRAWINGS FORADDITIONAL INFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSNON-STRUCTURAL, SECONDARY CONCRETESLAB, MIN 2-1/2" THICK, SLOPED PER PLANCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGSDRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEM PROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANEAND PROTECTION COURSE INTO DRAIN CLAMP RINGLEVEL CONCRETE PAVER SYSTEMLANDSCAPE DRAWINGSGRAVEL BASE PER PAVER MANUFACTURER'SREQUIREMENTSFLOOR DRAIN. REFER TO PLUMBINGDRAWINGS FOR ADDITIONALINFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSNON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK,SLOPED PER PLANCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGSDRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEM HORIZONTAL MEMBRANEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTALMEMBRANE AND PROTECTION COURSE INTODRAIN CLAMP RINGPEDESTAL PAVER SYSTEM PER PLANWATERPROOFING SYSTEM PROTECTION COURSEFLOOR DRAIN. REFER TO PLUMBINGDRAWINGS FOR ADDITIONALINFORMATIONDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSNON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK,OVER DRAINAGE/PROTECTION BOARD, OVER WATERPROOFMEMBRANE, OVER APPROVED FILL SUBSTRATE SLOPED PER PLANCLAMP RINGSTRUCTURAL POST TENSIONCONCRETE SLAB PER STRUCTURALDRAWINGSDRAIN PIPING PER PLUMBING PLANSNOTE:1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANYRUST FORMATIONLOW POINT AT DRAINLOCATION - SEE SLAB PLANWATERPROOFING SYSTEMPROTECTION COURSEELASTOMERIC SHEET FLASHINGROLL WATERPROOFING SYSTEM HORIZONTALMEMBRANE AND PROTECTION COURSE INTODRAIN CLAMP RINGEXTERIOR PAVINGPER CIVIL AND LANDSCAPE DRAWINGSSTUCCOWR BARRIERSTRUCTURAL PANELWHERE OCCURSSEALANT APPLIED TOP OF MEMBFASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANEAPPLIED TO SUBSTRATE w/ CALIFSEALANTPEDESTAL PAVERSCONC SLABSPECIFIED WATERPROOFINGSYSTEM (SEE TYPICAL SECTION)STRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANEPEDESTAL PAVERSSTRUCTURAL CONCRETE DECKPOLYESTER REINFORCINGFABRICMINIMUM 90 MIL FLUID APPLIEDWATERPROOFING MEMBRANETOPPING SLABDRAINAGE COMPOSITEGRAVEL/SAND SETTING BEDEXTERIOR PAVINGPER CIVIL AND LANDSCAPE DRAWINGSEXPANSION JOINT AND SEALANTHORIZONTAL WATERPROOF MEMBRANE -TURN UP VERTICAL FACE OF STRUCTURALCONCRETE DEPRESSIONDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSESTRUCTURAL CONCRETE SLABTOP OF STRUCTURAL SLABS ARE LEVEL.PROVIDE APPROVED FILLER BELOWWATERPROOFING SYSTEM TO ACHIEVE FINISHPAVEMENT SLOPE PER PLANSTOREFRONT PER PLAN AND ELEVATIONSF.F.F.O. STUD OR F.O.SHTG IF OCCURSPER PLANF.O. MULLIONPER PLANT.S.S.LEVEL CONCRETE PAVER SYSTEMLANDSCAPE DRAWINGSEXPANSION JOINT AND SEALANTHORIZONTAL WATERPROOF MEMBRANE -TURN UP VERTICAL FACE OF STRUCTURALCONCRETE DEPRESSIONDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSESTRUCTURAL CONCRETE SLABTOP OF STRUCTURAL SLABS ARE LEVEL.PROVIDE APPROVED FILLER BELOWWATERPROOFING SYSTEM TO ACHIEVE FINISHPAVEMENT SLOPE PER PLANSTOREFRONT PER PLAN AND ELEVATIONSGRAVEL BASE PER PAVERMANUFACTURER'S REQUIREMENTSPER PLANT.S.S.F.O. STUD OR F.O.SHTG IF OCCURSPER PLANF.F.METALSILL PANSIM.PEDESTAL PAVER SYSTEMHORIZONTAL WATERPROOF MEMBRANE -TURN UP VERTICAL FACE OF STRUCTURALCONCRETE DEPRESSIONWATERPROOF SYSTEMPROTECTION COURSESTRUCTURAL CONCRETE SLABTOP OF STRUCTURAL SLABS ARE LEVEL.PROVIDE HARDROCK CONC OVERPOURBELOW WATERPROOFING SYSTEM TOACHIEVE FINISH PAVEMENT SLOPE PER PLANSTOREFRONT PER PLAN AND ELEVATIONSEXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGSPREFORMED EXPANSION JOINTHORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICALFACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITHTERMINATION BARDRAINAGE/PROTECTION BOARDWATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANEAND TERMINATION BARSSTRUCTURAL CONCRETE SLABSLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACEELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONALOVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPEWATERPROOF SYSTEM DETAIL COAT -4" HORIZ, 4" VERTINSTALL TERMINATION BAR AT PROTECTIONCOURSE/MEMBRANE/DETAIL COATEXPANSION JOINT STRIP OVER WATERPROOFING SYSTEMPER PLANT.S.S.STRUCTURAL CONCRETENOTE: 6" MINIMUM SEPARATION BETWEENPIPES AND BETWEEN WALLS AND PIPESDRAINAGE COMPOSITETOPPING SLABCONTINUOUS URETHANE SEALANT OVERCLOSED CELL BACKER RODREINFORCED FABRIC & 30 MIL COAT OFCOLD FLUID APPLIES WATERPROOFINGWATERPROOFING MEMBRANE CANTSEPARATION MATERIALSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)3" DIA AL DOWNSPOUTPLASTIC TRANSITION CAPSEALANTGI COLLAR FLASHINGPAVERS OR TOPPING SLABSETTING BEDDRAINAGE BOARDWATERPROOF MEMBRANEDRY PACK ANY VOID SPACE SOLID WITHNON-SHRINK GROUTCONC. SLAB PER STRUCTURALFIRESTOPPING4" DIA CI DRAIN PER PLUMBINGSTUCCOSTRUCTURAL PANEL WHERE OCCURSDETAIL SEALANT AT TOP OF MEMB.FASTENER AT TOP OF FLASHINGGI STUCCO SCREEDGI FLASHING HEMMED12" MEMBRANE APPLIES TO SUBSTRATE W/CALIF SEALANTCONC TOPPING SLABSETTING BEDLEVEL 2 (PODIUM)CONC SLABSPECIFIED WATERPROOFING SYSTEM (SEETYPICAL SECTION)DRAINAGE BOARD14-14-20-20-15-15-CONC. STRL SLABGROUT SETDRAIN ASSEMBLYREBAR PER STRLPLANTER DRAINCOMPACTED BACKFILLCMU WALL PLANTERCONCRETE TOPPING SLABDRAINAGE COMPOSITEW.P. MEMBRANEPLANTER BASEELEVATED SLABDETAILSAD-4121PLANTER @ PODIUM13DECK TO WALL @ PEDESTAL PAVERS9DECK TO WALL @ PAVERS5DECK TO WALL @ TOPPING SLAB1DRAIN @ TOPPING SLAB2DRAIN @ PAVERS6DRAIN @ PEDESTAL PAVERS10W.P. @ PLANTER14DRAIN @ PLANTERPENETRATIONS @ PLANTERW.P. TERMINATION @ PLANTERCONC DECK DRAIN @ PAVERS1211PODIUM DECK WP - PEDESTAL PAVERS15PODIUM DECK WP- CONC PAVERS78W.P @ PIPE PENETRATION43PODIUM DECK WP- TOPPING SLAB16181920222324PLANTER BASED.S.CONNECTIONTROUGH @ WALL & PLANTERSLAB TRANSITIONSTOREFRONT SILL @ PEDESTALSSTOREFRONT SILL @ CONC PAVERSSTOREFRONT SILL @ TOPPING SLABCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 21312/6/2022  W.R.B.TWO-PLY "WEATHER TEX" BY FORTIFIBER BUILDING SYSTEMS GROUP OR APPROVED EQUAL.WEATHER RESISTIVE BARRIER (W.R.B.), SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVERWEATHERSMART HOUSE WRAP.FORTIFIBER FORTIFLASH OR APPROVED EQUAL. SELF ADHESIVE, HEALING FLASHING (S.A.F.)12" WIDE (U.N.O.) 25 MIL (U.N.O.), 25 MIL (U.N.O.) ADHERE S.A.F. TO CLEAN, DUST FREE BACKINGAND USE CHEMICALLY COMPATIBLE PRIMERS & W.R.B. WITH ADHESIVE SIDE.S.A.F.GSM FLASHINGSTUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 GA. MATERIALWITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL. GSM FLASHING METALSHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. G-90 GALVANIZED SHEET METAL WITHSOLDERED JOINTS (U.N.O.), UNLESS NOTED OTHERWISE.ICC - ESR 2097 REPORT PLI-DEK “F” SYSTEM = PLI-DEK 1-HOUR / CLASS “A” FIRE RATEDIMPERVIOUS SURFACE, FIBERGLASS AND RESIN REINFORCED WATERPROOF DECK COATINGWITH KNOCKDOWN TEXTURE APPLIED AS PER MFG SPECIFICATIONS. COLOR TBD.WWW.PLIDEK.COM 800-364-0287IMPERVIOUS SURFACEALL DECK TO WALL/THRESHOLD TRANSITIONS TO BE PRE-TREATED WITH PD RESIN ANDREINFORCEMENT FABRIC PRIOR TO EXTENDED FOUNDATION SCREED INSTALLATION ANDAFTER BASE COAT INSTALLATION. GU80 TOP COAT AND GS88 PIGMENTED SEALER TO BEINSTALLED VERTICALLY IN CONJUNCTION WITH DECK SYSTEM FINISH COATS.PRE-TREATMENTEXT. GRADE PLYWOODSUBSTRATESLOPE2. 5 LBS / SQ.YD. GALVANIZED (DIPPED) EXPANDED METAL 96" X 27"LATHMINIMUM 3/4" EXTERIOR GRADE T&G, BLOCK ALL UNSUPPORTED JOINTS AND FASTEN WITHSCREWS AT DECKS. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. COVERALL JOINTS WITH PLI-DEK SEAM PAPER. FOR RATED ASSEMBLY CONSTRUCTION, SEE ICC - ESR2097 REPORT, SECTION 4.4.1.1/4" = 1'-0", SLOPE MUST BE BUILT INTO FRAMED SUBSTRATE.CORROSION-RESISTANT STAPLES. FASTEN LATH TO EXTERIOR GRADE PLYWOOD.STAPLESWALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COMNP1 SONOLASTIC POLYURETHANE SEALANT OR APPROVED EQUAL. EXPOSED SEALANT SHALLBE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TOMAINTAIN A WATER TIGHT SEAL.SEALANTOVERUNDERSUBSTRATESLOPEREMOVABLE DRAIN CAPFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS2-4-2"MIN.8" 4 " M IN IMUM L A P 4PATIO TO WALL FLASHINGPATIO DRAIN15128NOTES101620PATIO AT CMU PLANTER WALLCON-DEK SYSTEM31112PATIO PLAN - LOW WALL WITH DRAINLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGBOND BREAKERPOLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLICPLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. TAPE SHOULD RUNFROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE. ANY APPLIED FINISHE THATCREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFEAND SHALL BE MAINTAINED AS SUCH.2" MIN.2" 6" 3/4"VERIFYCON-DEK SYSTEMASTM C-920POLYURETHANE JOINTSEALANT AFTER COMPLETIONOF CON-DEK FINISH COATCEMCO #7 WEEP SCREED WITHBOND BREAKER TAPEEXT.CEM. PLAS OVER5/8" TYPE "X" GYP BD O/PLYWD SHTG WHERE OCCURSSEE - SEE STRUCTURAL2X6 FRAMINGCON-DEK SYSTEM BY PLI-DECKSYSTEM OVER CONCRETESTRUCTURAL SLAB - SEESTRUCTURAL DRWGPLAN REFERENCESUBSTRATE TO DRAIN16 GAUGE STAINLESSSTRAINER (BY OTHERS)STRUCT. CONC. SLABCON-DEK SYSTEMBONDERIZED 26 GA GALV."L" FLASHING - ATTACHED WITHFASTENERS AS RECOMM. BYCON-DEK MANUF.GSM SCUPPERMIN. CON-DEK ASSEMBLY THICKNESSSECTION A: SCUPPER DRAINCONTINUOUS 1/2" BEAD OF SEALANTALL FOUR SIDES OF GSM "COLLAR"FLASHING3/4"HEM SIDE AND TOP EDGES OF GSM"SCUPPER" FLASHING TO ALIGN WITHEXTERIOR FINISH.EXTEND BOTTOM LOCK HOOK SEAMOF SCUPPER 3/4" BEYOND "COLLAR"FLASHING TO ACCOMMODATECONDUCTOR HEAD CONNECTIONWIDTH OF SCUPPER NOT TO EXCEED4" AT OCCUPIED ROOF.2"4"6"GSM "L" FLASHING LAPPED OVERSCUPPER3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACESCUPPER (DECK SIDE)SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILSOVEROVERUNDERAINTEGRAL STUCCO SCREED 3 SIDES.SEE PROFILE SECTIONSEALANT AT JOINT2-8-4"8"2" 6"4" MIN. LAP1"SEE SCUPPER DETAIL1"4" MIN. LAPSUBSTRATESLOPE2"IMPERVIOUSSURFACE STOP,HEIGHT TO TOP OFIMPERVIOUSSURFACEDOOR AND THRESHOLD ASSEMBLYPER DOOR SCHEDULEGSM 1 PIECE DOORFLASHING PANAPPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COAT ANDPRIOR TO DOOR THRESHOLDINSTALLATIONIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM 1 PIECE DOOR FLASHING PANWALL ASSEMBLY BEYOND4" MINIMUM1/2" MAX.POST(PER PLAN)IMPERVIOUS SURFACEPOST BASE PERSTRUCTURAL, GSM "L"FLASHING SHALL LIEVERTICALLY FLATAGAINST THE POST ANDPOST BASEPRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.APPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COATW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHINGGSM "L"FLASHING2 PIECE "C" SHAPED GSM "L"FLASHING OVERLAP ASSEMBLY INTHE DIRECTION OF SLOPE"C" SHAPE SHALL BE PRE-MADE ANDSOLDEREDOVERUNDERNOTE:FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL"WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP.2" 1 1/2"BUILD UP BASE COAT CRICKET WITH1/4" RISE ON UP SLOPE SIDE4"4"3"INTERIOR FINISH FLOORFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL2-8-2-3AD-52SUBSTRATESLOPESUBSTRATESLOPE3 1/2"MIN. LAPFOR ADDITIONAL INFO. ON SECTION A SEE DETAIL. FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL .BASADDLE FLASHINGIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALGSM DECK EDGE METAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ SADDLEFLASHING O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGE,EXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYONDW.R.B. O/ S.A.F. O/ SOFFIT DRIPEDGECEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7PRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHING 3" MIN. ABOVEFOUNDATION SCREED FLASHINGGSM "L" FLASHINGAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATSECTION ASECTION BCONC. DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGS.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSADDLE FLASHING2"10-8-2-CONC.PATIOSLOPECONC.DECKSLOPECONC.DECKSLOPE12" S.A.F.4"S.A.F.4"WALLCONC. DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGCONC.DECKSLOPEWALLWALLCONCRETE DECKSURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGCONC.DECKSLOPEWALLWALL SEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWALLCONC. DECK EDGE PERPENDICULAR TOWALLCONCRETE DECK EDGE PROTRUDING BEYONDEXTERIOR WALLCONCRETE DECK EDGE FLUSH WITHEXTERIOR WALL(NOT SHOWN IN DETAIL )1-SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)POST FLASHINGDOOR PAN FLASHINGDECK PLAN - SHEET FLOWNOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSFACE OF EXTERIOR FINISHDECK DRAINWALL FLASHINGNOTE: REFERENCE CON-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSGS88 PIGMENTED SEALERCONCRETE DECK - SLOPED TO DRAIN4-16-2-1-SUBSTRATE SLOPESUBSTRATESLOPE SUBSTRATESLOPE12-SUBSTRATE SLOPE WALL8-FLASHINGGU80 TOPCOAT3/4" FIBERGLASS WITH PD RESIN (SCOATS)PRIMERDECK EDGEMETALWALL FLASHINGSADDLE FLASHINGDOOR PAN FLASHINGCONC. DECK SLOPE20-20-11-8-SADDLE FLASHING20-POSTFLASHING15-GS88 PIGMENTED SEALERGU80 TOPCOAT3/4" FIBERGLASS WITH PD RESIN (SCOATS)PRIMER6"4"8"4"4"4"6"4"4"4"10"ONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.CONCRETE DECK SURFACEONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTCONCRETE DECK SURFACECONC.DECKSLOPECONC.DECKSLOPEWALLWALL WALLWALL 3 BEDS OF SEALANT 1" APART TORECEIVE "L" FLASHING3 BEDS OF SEALANT 1" APART TORECEIVE CORNER DECK EDGEFLASHING321456321456CONCRETE PATIO EDGE1ONE PIECE SOLDERED SADDLEFLASHING2GSM EDGE FLASHING3GSM "L" FLASHING4CEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIO,EXTEND 1" PAST GSM "L" FLASHING65CEMCO # 66 EXPANDED FLANGECASING BEAD. APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTCONC.PATIOSLOPE6"4"4"4"4"CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALNo.Date DescriptionAD-41.1EXTERIORIMPERVIOUSSURFACE (CON-DEK) City Council 23 – 21412/6/2022  2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDES.A.F O/ CEMCO #3 FLASHINGSCREED (MODIFIED) O/ 6" WIDES.A.F.CEMCO #66 EXPANDED FLANGECASING BEAD O/ W.R.B O/ S.A.F.AT FINISH SLAB TYPICAL2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDEXTERIOR CEMENT PLASTER O/W.R.B.CONCRETE SLAB PERSTRUCTURAL DRAWINGS2 1/2"7/8"7/8"3/4" WHEN SHEATHING OCCURS,1-1/4" WHEN NO SHEATHING IS REQUIRED.1/2"CEMCO #3CEMCO #66ADHERED MASONRY VENEERPER EXTERIOR ELEVATIONS O/EXTERIOR CEMENT PLASTERSCRATCH AND BROWN (FLOAT)COATS O/ W.R.B.**SHEATHING MAY OCCURW.R.B. O/ 9" WIDE S.A.F. O/CEMCO #3 FLASHING SCREEDOVER 6" WIDE S.A.FCEMCO #66 EXPANDED FLANGECASING BEAD O/ S.A.F. O/ W.R.B.2x SOLID BACKING REQUIREDWHEN SHEATHING NOTPROVIDED FOR S.A.F.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.1/2"CEMCO #3 FLASHING SCREEDSET IN SEALANT TO CEMCO #66STUD WALL AT HARDSCAPESET CEMCO #66 CASING BEAD INSEALANT AGAINST CEMCO #3SHEATHING AS OCCURS2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.WIRE LATH TO BE CUT ATTRANSITION AND INSTALLEDWITHOUT ANY CONNECTION TOPTO BOTTOMEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.SHEATHING MAY OCCURWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ SOLID LEG CONTROL JOINT OVER 9"WIDE FLASHING O/ W.R.BCONTROL JOINT AT EACH FLOORLEVEL, TYP. CONTROL JOINT SHALL BECONTINUOUS, NOT INTERRUPTED BYVERTICAL CONTROL JOINTS.TOP OF FLOOR SHEATHING TYP.2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGEXTERIOR CEMENT PLASTERO/ WIRE LATH O/ W.R.B.FLOOR FRAMING PER STRUCTURALDRAWINGSWIRE TIE WIRE LATH TO BOTTOMFLANGE OF JOINT; NO NAILS,SCREWS OR STAPLES. WIRE LATHTO BE CUT AND INSTALLEDWITHOUT CONNECTION TO WIRELATH ABOVE THE CONTROL JOINT.DOUBLE "J" CONTROL JOINT, TYPICALAT ALL VERTICAL LOCATIONS.INSTALL OVER THE CONTINUOUSSOLID LEG OF THE JOINT.CUT WIRE LATH AND ATTACH TO SOLIDBLOCKING PER ASTM C1063. WIRE TIELATH TO EACH FLANGE OF THE DOUBLE"J" CONTROL JOINT.DOUBLE "J" CONTROL JOINT. INSTALLOVER THE CONTINUOUS LEG OF THE VVERTICAL DOUBLE "J" CONTROL JOINT.THE HORIZONTAL JOINT SHALL STANDOFF 1/4" FROM THE VERTICAL JOINT ONEACH SIDE TO ALLOW FOR MOVEMENT,CAULK EACH SEPARATIONW.R.B.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCURWIRE TIE WIRE LATH TO CEMCO #30CORNER EXPANSION JOINT O/ W.R.BAND EXPANDED METAL LATH *EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXPANDED METAL LATH *WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS; 2x8 MAXIMUM ALLOWEDSHEATHING MAY OCCUREXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCURCORNER BEADWIRE LATH O/ W.R.B. O/ S.A.F.SLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDWIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ CEMCO #12 SOFFIT DRIPSOFFIT DRIP, EXTEND 2" PASTOPENINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.CEILING FRAMING PER STRUCTURALDRAWINGS *EXPANDED METAL LATH ** IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGS.RAILING BASE PLATE / SLEEVE BYRAILING FABRICATORRAILING PER ELEVATIONSSEALANT O/ S.A.F AND AROUNDCOLLAR OF BASE PLATE / SLEEVES.A.F. O/ BASE PLATE O/CONTINUOUS S.A.F. WALL CAPSLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)BASE PLATE ANCHORS BY RAILINGFABRICATOR, FILL PRE-DRILLEDHOLE WITH SEALANT IMMEDIATELYPRIOR TO SETTING BASE PLATE 6" MINIMUM 4" MINIMUMWALL FRAMING PER STRUCTURALDRAWINGS> 6" TO 12" MAXEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B., W.R.B. SHALL OVERLAP SILL W.R.B. AND SILL S.A.F. BY 4"MINIMUM.SLOPE PLYWOOD SUBSTRATE ANDEXTERIOR CEMENT PLASTER FINISHAT 14 DEGREES (3 : 12)EXTERIOR CEMENT PLASTER O/ WIRELATH O/ SILL W.R.B. O/ SILL S.A.F.USE 18" WIDE S.A.F. WHEN RECESSEXCEEDS 7".EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B. TUCKED UNDERFLASHING BEHIND CONTROL JOINTFOR ADDITIONAL INFORMATION SEE DETAILSSHEATHING MAY OCCURW.R.B. O/ "FLASHING PANEL" O/ W.R.B.TUCKED BEHIND "FLASHING PANEL",PROVIDE MINIMUM CUT OUT IN W.R.B.AROUND PENETRATING ITEM.EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFY NEEDW.R.B. FROM ABOVE O/ "FLASHINGPANEL" O/ W.R.B. TUCKED BEHINDPANEL UP TO PENETRATING ITEM2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDED AT FLASHINGQUICKFLASH WEATHERPROOFINGPRODUCTS "FLASHING PANEL",IDENTIFY THE PENETRATING ITEMAND PROVIDE APPLICABLE FLASHINGPANEL. USE NON-CORRODINGANCHORSPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONG.S.M. FLASHING METALINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES4"4"4"4"PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THEPENETRATING ITEM TO ALLOW 1/2"WIDE SEALANT JOINT ON ALL SIDESOF PENETRATING ITEMPENETRATING ITEM (WIDTH OR HEIGHT) PLUS 9"1/2"1/2"G.S.M. FLASHING COLLARW.R.B. O/ 9" WIDE NAIL ON FLASHINGO/ W.R.BWIRE LATH O/ W.R.B. O/ COLLAR O/ 9"WIDE NAIL ON FLASHINGEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.W.R.B. O/ 9" WIDE S.A.F. O/ FLASHINGCOLLARSEALANT AND BACKER ROD; ALLSIDESPENETRATING ELEMENT SEE MEPAND/OR OTHER CONSTRUCTIONDOCUMENTS TO IDENTIFYPENETRATING ITEMSWALL FRAMING PER STRUCTURALDRAWINGSEXTERIOR WALL PENETRATION FLASHING COLLAREXTERIOR SIDEBLOCKING AS REQUIRED TO PROVIDEREQUIRED LATH ATTACHMENT TOSTRUCTURE4- EXTERIOR PLASTER SCREED* IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING ANDEXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM.7/8"1/4"SET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *PER PLANEXTERIORSIDEDECK ORCORRIDORSIDEEXTERIORSIDEDECK ORCORRIDORSIDE7/8"BELOW GRADE WATERPROOFING.EXTEND MIN. 6" ABOVE SILLUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDBELOW GRADE WATERPROOFINGAND TERMINATION BAR.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.4"STUD WALL AT GRADESHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *BELOW GRADE WATERPROOFING.UV STABLE WATERPROOFINGMEMBRANEEXTERIOR PLASTER OVERW.R.B.TERMINATION BAR2"1/2" THICK ASPHALT SATURATEDEXPANSION STRIPSHARDSCAPE, SLOPE AWAY 1/4" = 1'-0"SHEATHING AS OCCURS EXTERIOR PLASTER SCREEDSET PRESERVATIVE TREATED SILLPLATE ON 3 CONTINUOUS BEADS OFNON HARDENING CAULK *WATERPROOFING OVERSTRUCTURAL SLABUV PROTECTION GALVANIZED 10"TALL SHEET METALEXTERIOR PLASTER OVERW.R.B.DRAINAGE MAT12" S.A. FLASHING12" WIDE S.A.F. OVER BEAMS.A.F. OVER BLOCKING, LAP OVERW.R.B.W.R.B OVER S.A.F. RUN BEHIND ALLDOUBLE "J" CONTROL JOINTS.STUD WALL AT SPLIT SLABCONCRETE WALL AT HARDSCAPEEXTERIOR WALLFLASHING DETAILS ATSTUCCOAD-51.021OUTSIDE CORNER WALL JOINT13INSIDE CORNER WALL JOINT956FLUSH DECK / SOFFIT DRIP FLASHING-SILL AT WALL RECESSSTUCCO WALL CAP1211FLASHING SCREEDS @ MASONRY VENEER78EXTERIOR PLASTER SCREED4161819202224WALL CONTROL JOINTS AND FLOOR CONTROL / DRAINAGE JOINTWOOD TO CONC. CTRL JOINTRAILING @ STUCCO WALL CAPWALL PENETRATION W/ COLLARWALL PENETRATION W/ QUICKFLASHWALL TO CEILING CONTROL JOINT-17--CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 21512/6/2022  WALL SCUPPERINTERIOR / DECK SIDEEXTERIOR WALL SCUPPER FLASHING COLLAREXTERIOR SIDECOLLAR SCUPPER HEIGHT PLUS 1" 1/2"1/2"1"EXTERIOR WALL SCUPPER FLASHINGCOLLARPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDESWIRE LATH O/ W.R.B. O/ SCUPPERFLASHING COLLAR O/ 9" WIDE S.A.F.O/ W.R.BIMPERVIOUS SURFACE STOP, HEIGHTVARIESEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED WHENSHEATHING NOT PROVIDED WHERES.A.F. IS REQUIRED.WIRE LATH O/ W.R.B. O/ 9" WIDE S.A.F.O/ SCUPPER FLASHING COLLARSEALANT AND BACKER ROD, 4 SIDESLINE OF IMPERVIOUSSURFACEWALL SCUPPER4"4"4"4"SCUPPER HEIGHT PLUS 1"COLLAR OPENING TO BE 1" TALLERAND WIDER THAN SCUPPER TOALLOW 1/2" WIDE SEALANT JOINT TOWALL SCUPPERPROVIDE 3/16" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGE FOR ADDED ADHESIONG.S.M. FLASHING METAL4" FUNCTIONAL HEIGHT 2"1'-0 7/8"11 7/8"VARIES SEE A-D55 SCUPPER HEIGHT PER PLAN FIELD VERIFYFIELD VERIFYSCUPPER DEPTH2"IMPERVIOUS SURFACE STOP, HEIGHTVARIES4"VARIES SEE A-D55 INTEGRAL 7/8" STUCCO SCREED7/8"G.S.M. FLASHING METALWALL FRAMING PER STRUCTURALDRAWINGS; 2x8 MAXIMUM ALLOWEDSHEATHING MAY OCCURW.R.B. O/ JAMB S.A.F O/ SILL S.A.F. O/GSM CORNER SADDLE FLASHING O/SILL BIB FLASHING O/ W.R.B.JAMB S.A.F O/ SILL S.A.F. O/ GSMSADDLE FLASHINGSLOPE14 DEGREES(3 : 12)SLOPE (SHIM) PLYWOOD SUBSTRATEAND EXT. CEMENT PLASTER FINISHSILLFRAMINGJAMBFRAMINGEXTERIORSIDEDECKSIDE6"8"6"6"4"6"4"10"12"GSM CORNERSADDLE FLASHINGSILL S.A.F.JAMB S.A.F.1SILL BIB FLASHINGO/ W.R.B., INSTALLON BOTH SIDES OFWALL OPENING234SLOPE14 DEGREES(3 : 12)4"4"WIDTH OF OPENINGPER PLAN4"4"HEADFRAMINGJAMBFRAMINGEXTERIORSIDEDECKSIDE4" 8"SHEATHING MAY OCCUR2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDWIRE LATH O/ W.R.B. O/ 9" WIDES.A.F. O/ SOFFIT DRIP O/ W.R.B.SOFFIT DRIP, EXTEND 2" PASTOPENINGEXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.EXPANDED METAL LATH *WALL FRAMING PERSTRUCTURAL DRAWINGSCEILING FRAMING PERSTRUCTURAL DRAWINGS *17A-D51768W.R.B.FORTIFIBER FORTIFLEX 6"TO BE APPLIEDSTRETCHED OVER ANDACROSS CORNERSOFFIT DRIP, EXTEND 1"PAST OPENING9W.R.B. O/ S.A.F. O/ JAMBS.A.F. O/ CEMCO #12SOFFIT DRIP O/ CORNERFORTIFLEX6" E X T EN D 2 " P A S T O P EN ING 6 "CONTINUE JAMB 18" WIDES.A.F. LAYERS TO TOP OFOPENING LAPPINGSUCCESSIVE LAYERSBELOW A MINIMUM 2"52" MIN. LAP EXTERIORSIDEDECKSIDEOVERUNDERSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDEXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B. O/ JAMBS.A.F.WALL FRAMING PER STRUCTURALDRAWINGSCORNER BEADFOLD LINE (UP)FOLD LINE (UP)A-B-C-4" 6" 4"JAMBEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.EXTERIORSIDEDECKSIDEEXTERIORSIDEDECK ORCORRIDORSIDEPER PLAN6" 6"4"7 / 8 "3 7/8" MAX WIDTH4"4"7/8"7/8" 7/8" SCUPPER HEIGHT PER PLAN EXTERIOR WALLFLASHING DETAILS ATSTUCCOAD-51.12113141211DECK SCUPPER15EXT. WALL OPENING FLASHING8431618192022232417EXTERIOR PLASTER SCREED--------------CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 21612/6/2022  CEMCO #12 SOFFIT DRIP; EXTEND2" PAST OPENING4 1/2" MINIMUM W.R.B. O/ HEAD S.A.FW.R.B. O/ 9" WIDE WEEP S.A.F. O/CEMCO #12 SOFFIT DRIP O/ W.R.B.4 1/2" MINIMUMFACTORY FINISHED WINDOW SET INCONTINUOUS SEALANTSHEATHING MAY OCCURW.R.B. O/ BUTTERED SEALANT O/NAILING FLANGE O/ WINDOWSETTING SEALANT O/ JAMB S.A.F.DOOR AND FRAME PER DOORSCHEDULEAPPLY LOW EXPANSION FOAMALL FOUR SIDES OF WINDOWAPPLY LOW EXPANSION FOAM ALLFOUR SIDES OF WINDOWDOOR AND FRAME PER DOORSCHEDULEDOOR SEAL "PEMKO" S88DOR APPROVED EQUALSHEATHING MAY OCCURHEADER PER STRUCTURAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.W.R.B. O/ S.A.F. O/ #6 HEAD DRIPAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONS2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDW.R.B. O/ CEMCO 4" J-SERIESCASING BEAD O/ S.A.F. CASING BEADTO EXTEND UP TO DOOR HEADDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1/2"MIN1/2"FACTORY FINISHED WINDOWSET IN CONTINUOUS SEALANTCORNER FLASH (BEYOND)APPLIED FOAM TRIM; SEEEXTERIOR ELEVATIONSW.R.B. O/ SILL PAN S.A.F. (WEEP S.A.F.)O/ CEMCO #3 FLASHING SCREED O/DOOR HEAD S.A.F.3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.BACKER ROD & SEALANTCEMCO #6 HEAD DRIP, EXTEND 1"PAST EACH SIDE OF DOOR FRAME1/2"LOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYHEADJAMBHEADSLOPE PER PLANSL3 : 121/4"MIN.1/2"APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSSL3 : 121/4" MIN.SL3 : 12APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONS3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALBACKER ROD & SEALANTDOOR FRAME WITH INTEGRAL STOPOUTSWING DOORFACE OF WALL BEYOND"PEMKO" 282D 1/4" ELEVATORTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT-AD-55"PEMKO" 274D SADDLE SET INSEALANT PER MANUFACTURER3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PANTHRESHOLD STOP, "PEMKO" 1842DSOR APPROVED EQUAL SET INCONTINUOUS BEAD OR SEALANTEXTERIORINTERIORSLOPE PER PLANDOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUALINTERIOR FINISH FLOORIMPERVIOUS SURFACE-AD-55"PEMKO" 158D OFFSET SADDLE SET INSEALANT PER MANUFACTURERTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PANDOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUAL, SEAL TO DOORDOORHARDSCAPEINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKDOOR BOTTOM "PEMKO" 3452DV ORAPPROVED EQUAL, SEAL TO DOORCORRIDOR1/4" MIN. 1/2" MAX.DOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUALINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKIMPERVIOUS SURFACE-AD-55"PEMKO" 183D 1/4" ELEVATOR1/4" MIN. 1/2" MAX."PEMKO" 158D OFFSET SADDLE SETIN SEALANT PER MANUFACTURERTHRESHOLD PAN SET INCONTINUOUS BEADS OFSEALANT3 THRESHOLD ANCHORS, DO NOTPENETRATE FLASHING PAN2"DOORDOOR FRAME WITH INTEGRAL STOPFACE OF WALL BEYONDDOOR BOTTOM "PEMKO" 345D ORAPPROVED EQUAL, SEAL TO DOOR1/2" MAX. *FINISHINTERIOR FINISH FLOORFLOORING UP TO 1/4" THICKVERIFY 1/4" MAX THRESHOLD STOP, "PEMKO" 1842DSOR APPROVED EQUAL SET INCONTINUOUS BEAD OR SEALANT1/8" SADDLE TO DOOR BOTTOM 1/2" MAX. ** 1/4" MAX 1/4" 1/4" MAX **** 1/8" SADDLE TO DOOR BOTTOM 1/8" SADDLE TO DOOR BOTTOM 1/4" MAX **** 1/8" SADDLE TO DOOR BOTTOM 1/4" MAX. VERT. RISE ** 1/2" MAX. *IMPERVIOUS SURFACEFOR ADDITIONAL INFORMATION SEE DETAILS3-4-INTERIOR FINISH FLOOR1/8" SADDLE TO DOOR BOTTOM 1/2"* 1/4" MAX. VERT. RISE **FOR ADDITIONAL INFORMATION SEE DETAILS3-4-"PEMKO" SADDLE SET IN SEALANTPER MANUFACTURERCONCRETE ANCHOR, PROVIDETHREE ANCHORS MINIMUM1/2"* 1/2" MAX. * 1/4" MAX. VERT. RISE ** 1/4" MAX. VERT. RISE ** 1/2"* 1/4" MAX. VERT. RISE ** 1/4" MAX. VERT. RISE **"PEMKO" 183D 1/4" ELEVATORPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR JAMB W/ BEAD OFSEALANT AT JAMB AND MOULD3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.JAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METAL3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.FOR ADDITIONAL INFORMATION SEE DETAILS1/4" MIN.SHEATHING MAY OCCURDOOR AND FRAME PER DOORSCHEDULELOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITY3-COAT STUCCO SYSTEMO/ METAL LATH O/ W.R.B.PLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR HEAD W/ BEAD OFSEALANT AT HEAD AND MOULDAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSFOR ADDITIONAL INFORMATION SEE DETAILS4-3-1AD-533-APPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR JAMB W/ BEAD OFSEALANT AT JAMB AND MOULDJAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METALFOR ADDITIONAL INFORMATION SEE DETAILS3 sim-SHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDDOOR AND FRAME PER DOORSCHEDULEJAMBJAMBFOR ADDITIONAL INFORMATION SEE DETAILS4-HEADW.R.B. O/ BUTTERED SEALANT O/NAILING FLANGE O/ WINDOW SETTINGSEALANT O/ SILL PAN S.A.F. O/ CORNERFLASHING O/ DOOR HEAD S.A.F.2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDPLASTER MOULD O/ SEALANT O/S.A.F. O/ DOOR HEAD W/ BEAD OFSEALANT AT HEAD AND MOULD4-4-FOR ADDITIONALINSTALLATIONINFORMATIONAT WINDOW SEEDETAILCEMCO #3 FLASHING SCREED, WHENREQUIRED BY DETAIL 3 THIS SHEET.SET IN SEALANT OVER PLASTER MOULD"PEMKO" 158D OFFSET SADDLE SETIN SEALANT PER MANUFACTURERCONCRETE ANCHOR, PROVIDETHREE ANCHORS MINIMUMTHRESHOLD PAN SET IN CONTINUOUSBEADS OF SEALANTSLOPE PER PLANSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDED1/4"W.R.B. O/ CEMCO 4" J-SERIESCASING BEAD O/ S.A.F.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALJAMBDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1/2"MIN1/2"VERIFY FRAMEWIDTH WITHWALL REQ'MT.VERIFY FRAMEWIDTH WITHWALL REQ'MT.HEADDOOR SEAL "PEMKO" S88DOR APPROVED EQUAL2x SOLID BACKING REQUIRED ATS.A.F. WHEN SHEATHING NOTPROVIDEDAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSBACKER ROD & SEALANTFOR ADDITIONAL INFORMATION SEE DETAILS4-VERIFY FRAMEWIDTH WITHWALL REQ'MT.CEMCO #6 HEAD DRIP1/2"SHEATHING MAY OCCURHEADER PER STRUCTURALW.R.B. O/ S.A.F. O/ #6 HEAD DRIP3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ 5/8" TYPE "X" DENSGLASS GOLD EXTERIOR SHEATHINGAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSSL3 : 12BACKER ROD & SEALANT1/4"MIN.VERIFY FRAMEWIDTH WITHWALL REQ'MT.5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH5/8" GYPSUM WALLBOARD FINISH3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ 5/8" TYPE "X" DENSGLASS GOLD EXTERIOR SHEATHING1/2"1"1/2"1"FRAMING PER STRUCTURAL2-HR RATED WALL PER PLAN1-HR RATED WALL PER PLANFRAMING PER STRUCTURALFRAMING PER STRUCTURAL2-HR RATED WALL PER PLANFRAMING PER STRUCTURAL1-HR RATED WALL PER PLANFRAMING PER STRUCTURALFRAMING PER STRUCTURALHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEDOOR PER SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEDOOR PER SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULEHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULELOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYLOW EXPANSION FOAMAPPLY WITHIN SHIM CAVITYCEMCO #3 - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE SCREED 2" PASTTHE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD WITH SEALANT.NOT REQUIRED IF THE DOOR IS PROTECTED BY A MINIMUM 30" DEEP EAVE OR SOFFIT THAT ISWITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF DOOR.STEPW.R.B. - APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR.2STEP6AFLASHING PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT AND FASTEN THROUGHTHE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS.WEEP S.A.F. - ADHERE 9" WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2"PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3.1STEP6BSTEPSTEP7"L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGSAND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES.3STEPPLACE DOOR - PLACE THE DOOR IN THE ROUGH OPENING. PLUMB, SQUARE, AND SHIM THE DOOR,THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS.STEP4JAMB S.A.F. - ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF JAMB, ADHERING TO THE ROUGHFRAMING AND DOOR JAMB. ALIGN EDGE OF S.A.F. TO INSIDE OF DOOR FRAME JAMB . THE S.A.F.SHALL OVERLAP THE "L" METAL AND PAN FLASHING AND EXTEND 12" ABOVE THE HEAD ROUGHOPENING. PRIME SUBSTRATE AS REQUIRED BY S.A.F. MANUF.STEP5HEAD S.A.F. - ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGHOPENING AT EACH END. ALIGN THE BOTTOM EDGE OF THE S.A.F. WITH THE BOTTOM OF THE DOORFRAME HEAD.STEP5APLASTER MOULD. - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. PLASTERMOULD SHALL ALIGN WITH INSIDE EDGE OF DOOR FRAME. PLASTER MOULD SHALL BE BACK PRIMED.ROUGH OPENING WIDTHCEMCO #3 - SET FLASHING SCREED INSEALANT TO PLASTER MOULD HEAD.STEPJAMB S.A.FSTEP42"6A6BSTEPWEEP S.A.F. - ADHERE O/ CEMCO #3FLASHING SCREED.2"ROUGH OPENING WIDTH PLUS 26"2"STEPPLASTER MOULD - APPLY PLASTERMOULD TO DOOR FRAME ONCONTINUOUS SEALANT.5ASECTION AAROUGH OPENING WIDTH PLUS 8"STEPPLACE DOOR3ROUGH OPENING WIDTH PLUS 4"STEPHEAD S.A.F.54 "42--AB-10-7" 2"4"LAPTYP4"4"LAPTYPVERIFY STEPSTEPSTEP5-BA12"ROUGH OPENING WIDTH PLUS 26"HEAD S.A.F.ADHEREDJAMB S.A.F.FLASHING PANATTACH FLASHING PANAT VERTICAL SIDES ONLYROUGH OPENING WIDTHF.F.10-13"STEP3PLACE DOORCOOR D IN A T EWI T H T HR E S HO LD 4" LAPPAN FLASHING* - SOLDER ALL JOINTS.WHEN "L" FLASHING HAS LESS THAN A 2"VERTICAL RISE BETWEEN THE DECK ANDPAN, CONSTRUCT PAN AND "L" FLASHINGAS INTEGRAL ONE PIECE. COORDINATEPAN DEPTH AND LIP HEIGHT WITH EACHSPECIFIC THRESHOLD, FABRICATE PANTO MAXIMIZE DEPTH YET ELIMINATETHRESHOLD ANCHOR PENETRATIONSTHROUGH THE PAN.4"4" 1/8" MIN LIP 4"ROUGH OPENING - 1/8"4"2"SECTION BBVERIFY STEP12STEP"L" FLASHING** COAT GSM "L" AND PAN FLASHING WITH PROTECTIVE MEMBRANE ATWOOD DECKS PER DETAIL 8/AD-55POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL.AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY ANDMAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATERTIGHT SEAL.CORNER FLASHING MEMBRANE WITH A RUBBERIZED ASPHALT CORETLS LABS. GS 100 SERIES OR APPROVED EQUALNOTE:CAULK ENDS OF THRESHOLDS, AND UNDER FULL LENGTH OF LEGS TO DOORFLASHING PAN TO MAINTAIN WATER TIGHT INSTALLATION.W.R.B.WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBERBUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVERWEATHERSMART HOUSE WRAP.S.A.F.FLASHINGMULTI-LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.)FORTIFIBER MOISTOP NEXT OR APPROVED EQUALSEALANTCORNER FLASHSELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.)FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUSTFREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS.PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVESELF ADHESIVE, HEALING FLASHING.GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA.BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCOACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIALWITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESSNOTED OTHERWISE.GSM FLASHINGBOND BREAKERPOLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEENACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING.TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM FRONT EDGE.ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE PLASTER AND METALSHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH.SHEATHING MAY OCCURHEADER PER STRUCTURAL3-COAT STUCCO SYSTEMO/ METAL LATH O/ W.R.B.W.R.B. O/ 9" WIDE WEEP S.A.F.O/ CEMCO #3 FLASHING SCREEDO/ DOOR HEAD S.A.F.2x SOLID BACKING REQUIREDAT S.A.F. WHEN SHEATHINGNOT PROVIDEDSHEATHING MAY OCCUR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDDOOR AND FRAME PER DOORSCHEDULEHEADJAMBAPPLIED FOAM TRIM MAY OCCUR,SEE EXTERIOR ELEVATIONSPLASTER MOULD O/ SEALANT O/ S.A.F.O/ DOOR FRAME HEADFOR ADDITIONAL INFORMATION SEE DETAILSDOOR AND FRAME PER DOORSCHEDULECEMCO #3 FLASHING SCREED, WHENREQUIRED BY DETAIL 3 THIS SHEET.SET IN SEALANT OVER PLASTER MOULDSL3 : 12APPLIED FOAM TRIM; SEEEXTERIOR ELEVATIONS1/4" MIN.3-COAT STUCCO SYSTEM O/METAL LATH O/ W.R.B.4-JAMB S.A.F. DOWN O/ DOORFLASHING PAN AND "L" METAL3-5/8" GYPSUM WALLBOARD FINISHPLASTER MOULD O/ SEALANT O/ S.A.F.O/ DOOR FRAME JAMBVERIFY FRAMEWIDTH WITHWALL REQ'MT.5/8" GYPSUM WALLBOARD FINISH1/4"FRAMING PER STRUCTURALFRAMING PER STRUCTURALDOOR SHIMDOOR SHIMBOND BREAKERINTERIOREXTERIOR DOORFLASHING DETAILS ATSTUCCOAD-52.0TRANSOM WINDOW - DOOR5MULLION DOOR - WINDOW6DOOR10RECESSED DOOR141-HR EXTERIOR DOORUNIT DOOR @ BALCONY/DECK128NOTES43DOOR FLASHING PAN INSTALLATION16181920222324UNIT DOOR @ BALCONY / DECKUNIT PRIMARY DOOR @ INT. CORRIDOR2-HR EXTERIOR DOOR----CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 21712/6/2022  DOOR SEAL "PEMKO" S88D ORAPPROVED EQUALDOOR PER SCHEDULEUL RATED 16 GA. FACTORY PRIMEDHOLLOW METAL DOOR FRAME PERDOOR SCHEDULE, GROUT SOLIDGYPSUM BOARD AT FURRED WALLCONDITIONSSEALANT AND BACKER ROD3/4"C.M.U. WALL PER PLAN3/4"DOOR SEAL "PEMKO" S88D ORAPPROVED EQUALDOOR PER SCHEDULEUL RATED 16 GA. FACTORY PRIMEDHOLLOW METAL DOOR FRAME PERDOOR SCHEDULE, GROUT SOLIDCONCEAL CONCRETE FRAMEATTACHMENT, DIMPLE FRAME ANDAPPLY BONDO OVER FASTENERSEALANT AND BACKER RODCONCRETE WALL WITH 3/4" CHAMFERON ALL EDGES OF OPENING, TYPICALEXTERIORINTERIOREXTERIORINTERIOREXTERIOR DOORFLASHINIG DETAILSAD-52.1HOLLOW MTL DOOR @ CONC/CMU43287651211109161514201918242322131721----------------------CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 21812/6/2022  FOR ADDITIONAL INFORMATION SEE DETAILS4-SHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURALLABELED 90 MIN. DOORPER DOOR SCHEDULELABELED HOLLOW METAL DOORFRAME PER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.2-HR RATED WALL PER PLAN1/2"1/2"1/2" MIN LABELED 60 MIN. DOORPER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.1/2"1/2"1/2" MINFOR ADDITIONAL INFORMATION SEE DETAILS4-SMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDLABELED 20 MIN. DOORPER DOOR SCHEDULEVERIFY FRAMEWIDTH WITHWALL REQ'MT.20 MIN. WOOD DOOR FRAMEWOOD FRAME CASING,APPLY SEALANT AT WALL1-HR RATED WALL PER PLANSHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURAL1-HR RATED FIRE PARTITIONPER PLANSMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDSMOKE AND DRAFT CONTROLAS SPECIFIED OR SCHEDULEDLABELED HOLLOW METAL DOORFRAME PER DOOR SCHEDULE3 THRESHOLD ANCHORS1/4"1/4" MAX. VERT. RISE 1/2" MAX.LOW EXPANSION FOAMAPPLY IN SHIM CAVITYSEALANT AT FRAME TO WALLSHEATHING MAY OCCURHEADER PER STRUCTURALFRAMING PER STRUCTURALSEALANT AT FRAME TO WALLUNITINTERIORCORRIDORINTERIOR"PEMKO" 183D 1/4" ELEVATOR"PEMKO" 274D SADDLE SETPER MANUFACTURER1/4"1/4" MAX. VERT. RISE 1/2" MAX.3 THRESHOLD ANCHORS1/8" SADDLE TO DOOR BOTTOM 1/8" SADDLE TO DOOR BOTTOM "PEMKO" 274D SADDLE SETPER MANUFACTURER1/4"1/4" MAX. VERT. RISE 1/2" MAX."PEMKO" 183D 1/4" ELEVATOR"PEMKO" 2746D SADDLESET PER MANUFACTURER3 THRESHOLD ANCHORS1/8" SADDLE TO DOOR BOTTOM FLOOR LEVEL WITHCORRIDOR FLOORTHRESHOLD "C"THRESHOLD "B"THRESHOLD "A"FLOOR 1/8" ABOVECORRIDOR FLOORFLOOR 1/8" ABOVECORRIDOR FLOORINTERIOR DOORDETAILSAD-52.220-MIN. CORRIDOR UNIT ENTRY DOOR2-HR INTERIOR DOOR1-HR INTERIOR DOORCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL4 2187651211109161514201918242322131721--------------------- City Council 23 – 21912/6/2022  2456781" BELOWTOP OF HEADFLASHING1" MIN PASTBASE SILLFLASHINGSILL FLASHING:12" WIDE NOF - EXTEND12" BEYOND R.O. EA.SIDE - FASTEN AT TOPEDGE ALONG R.O.BASE JAMBFLASHING:9" WIDE NOFSEALANT:CONT. 3/8" BEAD OFSEALANT ON BACKSIDEOF WINDOW FLANGE(PLACE SEALANT ONOUTBOARD EDGE OFFLANGE OR ALONGPREPUNCED HOLES9BASE HEAD FLASHING:12" WIDE SAF - EXTEND 1"BEYOND JAMB FLASHINGSILL WRAP:9" WIDE SAF 40 MILCOMPLETLY COVERR.O. SILL AND SHIELDSAND 3" MIN DOWNLEGINSTALL WINDOWJAMB FLASHING:6" WIDE SAF OVER WINDOWFLANGE AND BASE JAMBFLASHINGNOTE: DETAIL BASED ON FORTIFIBER'SHIGH PERFORMANCE WINDOW FLASHINGSYSTEM W/ SILL CORNERS -SEE MANUF. INSTALLATION GUIDELINES FORMORE DETAILED INFO.3SILL CORNERS W/SEALANT PER MANUF.GUIDELINES(MOISTOP CORNERSHIELD)3" BEYONDTHE WINDOW FLANGETOP AND BOTTOM1MIN 12" WIDE SOLID BACKING ALLFOUR SIDES OF ALL OPENINGSPREPARE SUBSTRATE PERFLASHING AND SUBSTRATEMANUFACTURER'S INSTRUCTIONSSHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBDRIP FLASHING - EXTENDCLOSED ENDS 1" PAST WINDOWFRAME EA. SIDESTUD WALLSLSTUD WALL3-COAT STUCCO SYSTEM O/METAL LATH O/ WRB3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSSL1 : 21 : 2APPLY LOW EXPANSION FOAM ALLFOUR SIDES OF WINDOWBOND BREAKER AT STUCCO TO DRIPFLASHINGSHEATHING AS OCCURSFIBER CEMENT SIDING O/ WRB -INSTALL PER MANUF. GUIDELINESSTUD WALLAPPLY LOW EXPANSION FOAM ALL FOURSIDES OF WINDOWFIBER CEMENT TRIM O/ WRB - INSTALLPER MANUF. GUIDELINES - SEE EXT.ELEV. FOR MORE INFO.BACKER ROD AND SEALANTGAP PER SIDING MANUF. -DO NOT CAULK1110GSM DRIP FLASHING W/ CLOSEDENDS (SOLDER SEAMS)12PROVIDE WRB PER CODEHEAD FLASHING:12" WIDE SAF O/DRIP FLASHINGDRIP FLASHING O/ HARDIE TRIMFIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.SHEATHING AS OCCURS4"BACKER ROD AND SEALANTFIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.BACKER ROD AND SEALANTSHEATHING AS OCCURSFACTORY FINISHED WNDW - SEE WINDOWFLASHING DETAIL5-FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-6"FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-STUD WALLSTUD WALLFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-FACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-WRBWEATHER RESISTIVE BARRIERFORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH 25 MIL U.N.O.SAFNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTSEALANTFORTIFIBER MOISTOP SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THESELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER.10.NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF.11.NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOWLEGENDWRB BOND BREAKER SHEET O/SAF O/ NOFSHEATHING AS OCCURSSTUD WALLAPPLY LOW EXPANSION FOAM ALL FOURSIDES OF WINDOWBACKER ROD AND SEALANTGAP PER MANUF. -DO NOT CAULKDRIP CAPFACTORY FINISHED WNDW - SEE WINDOWFLASHING DETAIL5-VERTICAL CORRUGATED METALPANEL ON FURRING CHANNELS -INSTALL PER MANUF. DETAILSBACKER ROD AND SEALANTSHEATHING AS OCCURSSTUD WALLINTERIOR FINISHFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-VERTICAL CORRUGATED METALPANEL O/ WRB O/ SHEATHINGSHEATHING AS OCCURSBACKER ROD AND SEALANTSTUD WALLFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-VERTICAL CORRUGATED METALPANEL C/ WRB O/ SHEATHINGSHEATHING AS OCCURSFIBER CEMENT SIDING O/ WRB -INSTALL PER MANUF. GUIDELINESSTUD WALLAPPLY LOW EXPANSION FOAM ALL FOURSIDES OF WINDOWBACKER ROD AND SEALANTGAP PER SIDING MANUF. -DO NOT CAULKDRIP FLASHING O/ HARDIE TRIMFACTORY FINISHED WNDW - SEE WINDOWFLASHING DETAIL5-FIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.BACKER ROD AND SEALANTSHEATHING AS OCCURSSTUD WALLINTERIOR FINISHFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-SHEATHING AS OCCURSFIBER CEMENT SIDING AND TRIM O/WRB - INSTALL PER MANUF.GUIDELINES - SEE EXT. ELEV. FORMORE INFO.BACKER ROD AND SEALANTSTUD WALLFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-FLASH CLOSURE TRIMFLASH CLOSURE TRIMSHEATHING AS OCCURSSTUD WALLAPPLY LOW EXPANSION FOAM ALL FOURSIDES OF WINDOWBACKER ROD AND SEALANTGAP PER MANUF. -DO NOT CAULKDRIP CAPFACTORY FINISHED WNDW - SEE WINDOWFLASHING DETAIL5-COMPOSITE METAL PANELSBACKER ROD AND SEALANTSTUD WALLINTERIOR FINISHFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-COMPOSITE METAL PANELSSHEATHING AS OCCURSBACKER ROD AND SEALANTSTUD WALLFACTORY FINISHED WNDW -SEE WINDOW FLASHINGDETAIL5-COMPOSITE METAL PANELSSILL CLOSURE TRIMSHEATHING AS OCCURSWINDOW DETAILS(FLUSH CONDITION)AD-532113WINDOW FLASHING5WINDOW HEAD (STUCCO)2WINDOW HEAD (HORZ SIDING)6WINDOW HEAD (VERT SIDING)10WINDOW HEAD (CORR METAL)14WINDOW HEAD (COMP. MTL.)WINDOW JAMB (COMP. MTL.)WINDOW SILL (COMP. METAL)WINDOW SILL (VERT SIDING)1211WINDOW JAMB (VERT SIDING)15WINDOW JAMB (HORZ SIDING)78WINDOW SILL (STUCCO)43WINDOW JAMB (STUCCO)16181920222324WINDOW JAMB (CORR METAL)WINDOW SILL (HORZ SIDING)WINDOW SILL (CORR METAL)17------CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 22012/6/2022  WRBWEATHER RESISTIVE BARRIERFORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH 25 MIL U.N.O.SAFNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTSHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSTUD WALLINTERIOR FINISH3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRB3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSEALANTFORTIFIBER MOISTOP SEALANTSL3:12 MIN.APPLY LOW EXPANSIONFOAM ALL FOUR SIDESOF WINDOWBOND BREAKER ATSTUCCO TO DRIPFLASHINGFACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-FACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-FACTORY FINISHEDWNDW - SEE WINDOWFLASHING DETAIL8-8"6"12"2"RECESS4"DEPTH OFWINDOWTLS 100 SERIES"A" PIECE NUMBERTLS 100 SERIES"B" PIECE NUMBERGS 108AGS 106AGS 112AGS 102AGS 100AGS 100BGS 100BGS 100BGS 100BGS 100B8"12"2"PIECE3-1/2"LENGTH OFFLASHING6"SOLID BACKING, TYP.2X WALL FRAMINGSEALANTEDGE OF END DAMTOOLED SEALANT AT18" OR LARGER DEPENDING ON RECESS SILL NOFBIB & SEALANT "A" PIECE"B" PIECESILL SAF MEMBRANE4" MIN.4"SAF END DAMSSAF END DAMWINDOW FLASHING"A" PIECE @ UPPER CORNERS"B" PIECE @ UPPER CORNERSTOP FLASHING (SAF)TOP FLASHINGCOMBINE WITHCUT LINESET 40 MIL SILL SAF INTORECESSED OPENING(CUT SAF AT R.O. ASREQ'D, TYP.), SAF TO BEWRINKLE FREE9"LAP 1" MIN.ONTO SILL9"SILL SAFSLOPE SHELF3:12 MIN.GS 100 SERIES "A" PIECESIDE WINDOW FLASHINGJAMB NOFCORNER FLASHING "B" PIECESET IN SEALANT ANDFASTENED - REMOVEEXCESS SEALANTSEALANT ATUPPER CORNERCORNER FLASHING "A"PIECE FASTENED TOOUTSIDE CORNERWINDOWWINDOW INSTALLED ON CONTINUOUS BEAD OFSEALANT - APPLY SEALANT TO WINDOW FLANGEMOUNTING SURFACE PRIOR TO INSTALLATION.SEALANT BEAD TO BE 38" TO 12" AND LOCATED TOWARDOUTSIDE EDGE OF FLANGE OR ALONG PRE-PUNCHEDHOLES. WET SEALANT SQUEEZE-OUT TO OCCURCONTINUOUSLY AROUND WINDOW FLANGE. PROVIDEADDITIONAL WET SEALANT AND CONTINOUSLYBUTTER SEALANT O/ WINDOW FLANGE - EXTENDBUTTERED SEALANT MIN. 1" BEYOND EDGE OFFLANGE - EDGES OF WINDOW FLANGE, HOLES,FASTENERS, ETC., SHALL NOT BE VISIBLENOF HEAD FLASHING -SET OVER WINDOWFLANGE18" OR LARGER DEPENDING ON RECESS 9"SAF - SET ONTOP OF NOFRECESSED OPENING DRIP (AT STUCCO)CEMCO #12SOFFIT DRIPEDGE O/ SAF6"1"RECESSED OPENINGSAF O/ DRIPMETALRECESSED OPENINGSAF12" WIDE NOF BIB -FASTEN ALONG TOPEDGE ONLYSPLIT AND FOLD BACKFLAPS OF B PIECE ATSHALLOW RECESSEDCONDITIONSSPLIT AND FOLD BACKFLAPS OF B PIECE ATSHALLOW RECESSEDCONDITIONS AS REQUIREDAPPLY WRB PER CODESEALANT O/ A PIECE ORBRIDGE PIECE9"4"DEPTH OF RECESS GS 100 SERIES "B" PIECESET INTO CORNER (NOTE -REMOVE SQUEEZE-OUTSEALANT AROUND EDGEOF "B" PIECE)NOTE: SAF END DAMS (8"x8" SQUARESOR LARGER AS REQUIRED) WRAPINTO CORNER OF RECESS FRAMINGAND FRONT WALL COVERING THESEAM OF THE GS "A" & GS "B" PIECESPROVIDE SAF BRIDGEPIECE AT DEEP RECESS -WEATHER BD. LAP WITH AAND B PIECESTLS 100 SERIES"B" PIECEWEATHER BD. LAPA AND B PIECESTLS 100 SERIES"A" PIECEREFER TO PLANS FOR DEPTH 4" MIN.1.FOR WINDOW RECESSES LESS THAN 12" BUT NOT LISTED ABOVE USE AGS 100 SERIES "A" PIECE THAT IS JUST LONGER THAN THE DEPTH OF THEWINDOW RECESS. THIS PIECE CAN BE CUT TO SIZE. MINIMUM LAP PERDIAGRAM ABOVE2.IF RECESS FRAMING IS DEEPER THAN 12" - BRIDGE GS "A" PIECE TO GS"B" PIECE WITH SAF MEMBRANE. WEATHER BOARD LAP MATERIALS.BRIDGE PIECE TO BE 40 MIL SAF AT SILL, 25 MIL AT HEADGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THESELF-ADHERED FLASHING AS REQUIRED BY MANUFACTURER.10.NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF.11.NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOWLEGENDAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSSLAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1:2WRB BOND BREAKER SHEET O/SAF O/ NOFWINDOW DETAILS(RECESSEDCONDITION)AD-54RECESSED WINDOW HEAD28RECESSED WINDOW SILL43RECESSED WINDOW JAMBRECESSED WINDOW FLASHINGCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 22112/6/2022  GSM DECK EDGE LAP WHEREOCCURSSEE STRAIGHT LAP BELOW FORADDITIONAL INFO.PRE-MADE CORNERSHOP SOLDER ALL JOINTS/CUTSSLOPE3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANTAT OVERLAP SEAMSTRAIGHT LAPSLOPEEDGE METAL STOP HEIGHT 1/8" TO3/16"45°4"NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.1x2 WOOD NAILER2 1/2"4"RUN METAL LATH TO EDGE OF THEDECK EDGE METALPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALEXT. GRADE PLYWOODGSM DECK EDGE METAL O/HORIZONTAL S.A.F. AND O/ VERTICALCASING BEAD3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGEEXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYOND.SHEATHING MAY OCCURW.R.B. O/ S.A.F. O/ SOFFIT DRIP EDGEPRE-MADE GSM EDGE FLASHINGCORNERWALL EDGE LAP4" MINIMUM LAP2"4"3-COAT STUCCO CEILING SOFFIT O/EXPANDED METAL LATHDOOR AND THRESHOLD ASSEMBLYPER DOOR SCHEDULEGSM 1 PIECE DOORFLASHING PANAPPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COAT ANDPRIOR TO DOOR THRESHOLDINSTALLATIONIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM 1 PIECE DOOR FLASHING PANWALL ASSEMBLY BEYOND4" MINIMUM1/2" MAX.POST(PER PLAN)IMPERVIOUS SURFACEFLOOR JOIST OR BLOCKING -CONNECTION POST PER STRUCT.POST BASE PERSTRUCTURAL, GSM "L"FLASHING SHALL LIEVERTICALLY FLATAGAINST THE POST ANDPOST BASEPRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.APPLY JOINT SEALANT AFTERCOMPLETION OF IMPERVIOUSSURFACE SYSTEM FINISH COATW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHINGGSM "L"FLASHING45°NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.GSM EDGE FLASHING2 PIECE "C" SHAPED GSM "L"FLASHING OVERLAP ASSEMBLY INTHE DIRECTION OF SLOPE"C" SHAPE SHALL BE PRE-MADE ANDSOLDEREDOVERUNDERNOTE:FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL"WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP.2" 1 1/2"SEE SCUPPER DETAIL2"INTEGRAL STUCCO SCREED BEYONDIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEMO/ METAL LATHBRONZE NO HUB ADAPTERSWEAT-SOLDERED TO PLATESEALANT JOINT AROUND DRAINPRIOR TO FINISH COATGALVANIZED, BONDERIZED DRAINDECK PLATEDRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM FOR 2" DRAIN- PRODUCT BD2NH-B FOR 3" DRAIN- PRODUCT BD3NH-B16 GA. STAINLESS STEEL SNAP INCOVERFOR ADDITIONAL INFO. ON SECTION A SEE DETAIL. FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL . FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL .BUILD UP BASE COAT CRICKET WITH1/4" RISE ON UP SLOPE SIDE4"4"GSM "L" FLASHING LAPPED OVERSCUPPER3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACESCUPPER (DECK SIDE)OVERUNDEROVERUNDEROVERUNDER2" OR 3"4"7/8"1/8" 4"6"LAPPED GSM EDGE FLASHINGSEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILSOVEROVERUNDERSUBSTRATESLOPE3"SECTION APROFILE SECTION AT DECK SIDE OF SCUPPERA3"SLOPEINTERIOR FINISH FLOORBASADDLE FLASHINGIMPERVIOUS SURFACEPRE-TREATMENT O/ BASE COAT O/GSM DECK EDGE METALGSM DECK EDGE METAL3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEAD O/ W.R.B. O/ SADDLEFLASHING O/ S.A.F.CEMCO # 12 SOFFIT DRIP EDGE,EXTEND 1" PAST OPENING WHENDECK EDGE IS FLUSH WITH WALLBEYONDW.R.B. O/ S.A.F. O/ SOFFIT DRIPEDGECEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEIMPERVIOUS SURFACE, OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B. O/ S.A.F. O/ CEMCO #7PRE-TREATMENT O/ BASE COAT O/GSM "L" FLASHING 3" MIN. ABOVEFOUNDATION SCREED FLASHINGGSM "L" FLASHINGAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATSECTION ASECTION BDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGINTEGRAL STUCCO SCREEDINTEGRAL STUCCO SCREED 3 SIDES.SEE PROFILE SECTIONPRE-TREATMENT O/ REINFORCEDBASE COAT60 MIL, 2-COAT PD RESIN FIELD2 COAT ELASTOMERIC FINISH (GU80TOP COAT AND GS88 PIGMENTEDSEALER)S.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSADDLE FLASHING2"REMOVABLE DRAIN CAPDECK DRAIN PLATEFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILFOR ADDITIONAL INFORMATION SEE DETAILSSEALANT AT JOINTFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS2-11-14-20-2-8-2-1-2-10-8-2-2-8-2-20-3AD-524"8" 4 " M IN IMUM L A P 4"8" MINIMUM12" TYPICAL4" MINIMUM LAP4"8"2" 6"4" MIN. LAP1"SEE SCUPPER DETAIL1"4" MIN. LAP3/8"MIN.3/8"MIN.14-SUBSTRATESLOPESUBSTRATESLOPEINTERIOREXTERIORSUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPE12" S.A.F.4" 2"S.A.F.4"WALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGSUBSTRATESLOPEWALLWALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGSUBSTRATESLOPEWALLWALL 9" X 9" FOR 2" DRAIN or10" X 10" FOR 3" DRAINLATHEXT. GRADE PLYWOODSEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWALLDECK EDGE PERPENDICULAR TO WALLDECK EDGE PROTRUDING BEYOND EXTERIOR WALLDECK EDGE FLUSH WITH EXTERIOR WALL(NOT SHOWN IN DETAIL )1-IMPERVIOUS SURFACESUBSTRATESLOPEGSM "L" FLASHINGSHEATHING MAY OCCUR3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.2x SOLID BACKING REQUIRED BEHINDS.A.F. WHEN SHEATHING NOTPROVIDEDW.R.B. O/ S.A.F. O/ FOUNDATIONSCREED FLASHING O/ GSM "L"FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPARALLEL W/ IMPERVIOUS SURFACEAPPLY SEALANT AFTER COMPLETIONOF IMPERVIOUS SURFACE SYSTEMFINISH COATIMPERVIOUS SURFACE. OVERLAPLATH ON THE FLASHING TO THE EDGEOF THE DECK SURFACEPRE-TREATMENT O/ REINFORCEDBASE COAT O/ GSM "L" FLASHING 3"MIN. ABOVE FOUNDATION SCREEDFLASHINGLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHINGEXT. GRADE PLYWOOD3 1/2"MIN. LAPIMPERVIOUS SURFACE STOP, HEIGHTTO TOP OF IMPERVIOUS SURFACE8AD-51IMPERVIOUSSURFACE STOP,HEIGHT TO TOP OFIMPERVIOUSSURFACEREMOVABLE SOFFIT VENTREMOVABLE SOFFITVENT6"4"8"4"4"4"6"4"4"4"10"ONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.DECK SHEATHINGONE PIECE SOLDERED SADDLEFLASHINGPRE-MADE CORNER GSM EDGEFLASHINGGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSION,EXTEND 1" PAST GSM "L" FLASHINGCEMCO # 66 EXPANDED FLANGECASING BEAD, APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTDECK SHEATHINGSUBSTRATESLOPESUBSTRATESLOPEWALLWALL WALLWALL 3 BEDS OF SEALANT 1" APART TORECEIVE "L" FLASHING3 BEDS OF SEALANT 1" APART TORECEIVE CORNER DECK EDGEFLASHING321456321456DECK SHEATHING1ONE PIECE SOLDERED SADDLEFLASHING2GSM EDGE FLASHING3GSM "L" FLASHING4CEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIO,EXTEND 1" PAST GSM "L" FLASHING65CEMCO # 66 EXPANDED FLANGECASING BEAD. APPLY O/ W.R.B.3 BEDS OF SEALANT 1" APARTSUBSTRATESLOPE6"4"4"4"4"NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSSLOPED PLYWOODCRICKET, TYPICAL45°FACE OF EXTERIOR FINISHIMPERVIOUSSURFACEEXT. GRADEPLYWOODLATHEDGE MOUNTEDRAILDECK EDGEMETALWALL FLASHINGSEAM PAPERSADDLE FLASHINGSCUPPERDECK DRAINWALL FLASHING1" MIN.10" MIN.DOOR PAN FLASHING6 FOOT MAXIMUM SPANFROM WALL TO SCUPPERMAXIMUM SPAN BETWEEN 2 SCUPPERS / DRAINS ISTHE LESSER OF 12 FEETor 2 TIMES THE DEPTH OF THE DECK6 FOOT MAXIMUM SPANFROM WALL TO DRAINNOTE: REFERENCE PLI-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION.FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILSPLI-DEK SEAM PAPER TO COVER EXT.PLYWOOD PANEL EDGE / JOINTSEXT. PLYWOOD PANEL EDGE / JOINT,TYPICALOVERLAP LATH 3/4" MINIMUMSTAPLE 1-1/2" O.C. ON OVERLAPPEDLATH SEAMSSTAPLE 2" O.C. AROUND PERIMETER3"6"3" 6"1 1/2"SUBSTRATE SLOPE FEATHER PLYWOOD EDGEFLUSH WITH HORIZONTALSURFACE TYPICAL AT ALLEXPOSED LOCATIONS12-3-10-20-3-11-8-1-14-16-1-DOOR PAN FLASHING11-OFFSET METAL LATH EDGES6" MIN. FROM EXT.PLYWOOD SEAMS.SUBSTRATE SLOPE SUBSTRATE SLOPE SUBSTRATE SLOPESUBSTRATESLOPE SUBSTRATESLOPESUBSTRATESLOPESUBSTRATESLOPESADDLE FLASHING20-8-POSTFLASHING15-No.Date DescriptionAD-55EXTERIORIMPERVIOUSSURFACE (PLI-DEK)DECK EDGE METALSCUPPER TIE-INSADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)DOOR PAN FLASHINGPOST FLASHINGDECK DRAINCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL4381211 1016151420--DECK TO WALL FLASHING- City Council 23 – 22212/6/2022  INTERIOREXT.EXTERIOR PLASTERGALVANIZED WEEP SCREED W/INTEGRAL SHIELD FLASHING24 GA BONDARIZED 'L'FLASHING - SEE DETAILCONC. TOPPING SLABDRAINAGE MATSLOPE FINISH SURFACE ANDSUBSTRATE PER PLANW.R.B.2" 8"4"WATERPROOFING6" WIDE SELF ADHERED FLASHINGO/ WEEP SCREED1-1/2"1/4" ISOLATION STRIP. REMOVE TOP1/4" OF MATERIAL & FILL GAP W/SEALANT MATCHING CONCRETECOLORLAP WEEP OVERHEEL FLASHINGDRAINAGE MATEXTRUDED ALUMINUM "T" W/ 3/8"DIA WEEP HOLES AT 12" O.C.ENSURE HOLES REMAIN CLEARFOR DRAINAGESCUPPER (1) PERGUTTER, CENTERWOOD SHEATHING, PER STRLEXTERIOR PLASTERSELF ADHERED FLASHINGUNDER T-BAR ANDO/ CORNER DRIP SCREEDWOOD STUCCO KEYNOTES:1) REFER TO SMACNA STANDARDS FOR FASTENING &OTHER REQUIREMENTS2) PROVIDE FIELD MOCK-UP OF THIS DETAIL2"1"2"FLUID-APPLIED WATERPROOFINGO/ T-BAR FLANGE. DO NOT COVERWEEP HOLES1 1/2"CONCRETE TOPPING, PER STRL6"6"8 "WRAP BACK, SOLDER ANDSEAL GUTTER AT ENDS8"7/8" WIDEGALVANIZEDDIVERTER W/INTEGRAL STUCCOKEY- WELD TO HEELFLASHING24 GA BONDERIZEDWALL FLASHING HEEL24 GA. GALV 2" WIDE x 2"DEEP WATER TABLEFLASHING, WELD TO HEELFLASHING AND SLOPE 1/4"2"2 1/16"SOFFIT DRIP3"W.R.B OVER SAFEXTEND FLASHING HEELDOWN O/ CORNER DRIPSCREED1/2"4"6-2-BADECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGS.A.F.W.R.B.CEMCO # 66 EXPANDED FLANGECASING BEADSUBSTRATESLOPE12" S.A.F.4"S.A.F.4"WALLDECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONPRE-MADE CORNER GSM EDGEFLASHINGSADDLE FLASHINGSUBSTRATESLOPEWA L LWALL DECK SURFACEGSM "L" FLASHINGCEMCO #7 EXTENDED FOUNDATIONSCREED WITH 1-1/2" EXTENSIONGSM EDGE FLASHINGSADDLE FLASHINGSUBSTRATESLOPEWA L LWALL SEALANT TO OOZE OUT ANDBUTTERED AT JOINTWALLWA L LDECK EDGE PERPENDICULAR TO WALLDECK EDGE PROTRUDING BEYOND EXTERIOR WALLDECK EDGE FLUSH WITH EXTERIOR WALLWALL EDGE LAPNOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER.OVERUNDERSUBSTRATESLOPE4"8" 4 " M I N IM UM L A PLAPPED GSM "L" FLASHING3 BEDS OF SEALANT 1" APARTCONTINUOUS BEAD OF SEALANT ATOVERLAP SEAMGSM "L" FLASHING10"10"DOOR AND THRESHOLD ASSEMBLYPER DOOR SCHEDULEDOOR FLASHING PAN O/ DECKCORNER FLASHING O/ FLASHINGMEMBRANE.W.P.MEMBRANE O/ CORNERDECK FLASHINGCONCRETE TOPPING O/ DRAINAGEMAT O/ W.P. MEMBRANEWALL ASSEMBLY BEYOND4" MINIMUM1/2" MAX.INTERIOR FINISH FLOORFOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL4-INTERIOREXTERIORREMOVABLE SOFFIT VENTREMOVABLESOFFIT VENTCONC TOPPING SLABDRAINAGECOMPOSITEPRIME COATFASTENER -PER STRUCTURALCLEAN & DRYPLYWOOD DECK6" POLYESTER REINFORCEMENTSET INTO & COVERED OVER WITHFLUID APPLIED WATERPROOFINGOVER ALL DECK JOINTS &FASTENERSNOTE: CONFIRM ALL INSTALLATIONREQUIREMENTS WITH THEMANUFACTURER. TOP COATFLOOR DRAINDRAIN EXTENSION AS REQUIREDFOR DECK THICKNESSTOPPING SLABCLAMP RINGGROUT SETWEEP OPENINGSFLOOR FRAMING PER STRUCT.DWGS.DRAIN PIPE PER PLUMBINGPLANNOTES:AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUSTFORMATION.BONDARIZED WALLFLASHING HEEL - WITHFULLY SOLDERED JOINTS -SEEBONDARIZED 'L' METALFLASHING, SEE DETAILSBONDARIZED INSIDECORNER FLASHING -WITH FULLYSOLDERED JOINTSBONDARIZED WALLFLASHING HEEL - WITHFULLY SOLDERED JOINTS- SEE EDGE-TO-WALLTRANSITION DETAIL10-BONDARIZED DOOR PANFLASHING - WITH FULLYSOLDERED SEAMS - SEE3AD-52.06-BONDARIZED OUTSIDECORNER FLASHING -WITH FULLY SOLDEREDJOINTSDECK EDGE SEE DETAIL3-10-10-10-EXT. WALKWAYS AT CORRIDORSTYPICAL FLASHING TRANSITIONSWALL TO DECK FLASHINGDECK EDGE AND GUTTERDECK DRAINDECK FLASHING AT DOOREXTERIORDECK W/ CONC.TOPPING SURFACEAD-56SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL43 2186121016152019182423221721----------- City Council 23 – 22312/6/2022  EXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.1x PLASTER STOP O/ FLASHINGO/ W.R.B.WALL FRAMING PER STRUCTURALDRAWINGSSHEATHING MAY OCCURSPECIFIED T.P.O. ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "COPING" FLASHING3-MINIMUM 5/8" EXTERIOR GRADEPLYWOOD WALL SHEATHING BEHINDROOFINGTOP OF PARAPET PEREXTERIOR ELEVATIONSROOF SIDE2x SOLID BLOCK BETWEEN TRUSSTOP CHORD, BLOCK ALL AROUND2x8 P.T. CURB ALL AROUND.PAINTED GSM STATIC AURA TYPEATTIC VENT, SIZES AND LOCATIONSAS SHOWN ON THE ROOF PLAN4"5"SPECIFIED T.P.O. ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "CURB" FLASHING MOUNTEDFLASHING FLANGE WITH DRIP,PAINTED.CORROSION RESISTANT SHEETMETAL SCREW, SEAL WATER TIGHTSTAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 12" O.C.MINIMUM TWO PER SIDEFOR ADDITIONAL INFORMATION SEE DETAIL4-HIGHEST POINT OF ROOFSEE ROOF PLANCOPING LAP BUTT JOINT6" A L LOW 1 / 2 " E X P A N S IO N JO I N T A T 1 0 ' - 0 " C E N T E R S6"1'-0" PLUS COPING WIDTHPREFABRICATED CORNER COPINGBACKUP AND/ORCOVER PLATESA L LOW 1 / 2 " E X P AN S IO N JO I N T A T 1 0 ' - 0 " C E N T ER S BACKUP and/orCOVER PLATES6"6"6"FOR ADDITIONAL INFORMATION SEE DETAILCORNER COPING LAP BUTT JOINT8" OR MINIMUM REQUIRED BY ROOFING MANUF.STAIR LANDING FRAMING PERSTRUCTURALT.P.O. ROOFING INSTALL PER MANUF.REQUIREMENTS. RUN UP AND OVERCURBROOF SHEATHINGROOF TRUSSES BY OTHERSFIRE BARRIER AT EXIT ENCLOSURE-SEE PLAN FOR FIRE RATING2-&GSM COPING FLASHING NOTES1.GSM "ROOF" FLASHING SHALL BEFABRICATED FROM G90 COATEDSTEEL.2.ALL FLASHING SEAMS, LAPS ANDJOINTS SHALL BE SEALED.3.CORNER COPINGS SHALL BE SHOPFABRICATED AND SOLDEREDWATERTIGHT.4.PROVIDE CONTINUOUS WOODBACKING THAT IS SLOPED 1" : 1'-0" TOTHE ROOF SIDE.5.EXTEND THE TPO ROOFING UP OVERTHE TOP OF THE WALL UNDER METALCOPING, TYP.6.ON THE ROOF SIDE, COPINGS AREFASTENED THROUGH OVERSIZED ORSLOTTED HOLES.7.ON THE SIDE AWAY FROM THE ROOF,CLEATS FASTENED AT 18" O.C. WITHCORROSION RESISTANT FASTENERS.8.FASTENERS ARE NOT ALLOWED ATSLOPING HORIZONTAL SURFACES.9.USE BUTT JOINT WITH BACKUP PLATEAT COPING WIDTHS UP TO 18". SEESMACNA TABLE 3-1, JOINT J210.USE BUTT JOINT WITH COVER ANDBACKUP PLATES AT COPING WIDTHSOVER 18". SEE SMACNA TABLE 3-1,JOINT J5.3" PLUS REQUIRED SLOPE 3"VERIFY WALL WIDTHSLOPE TOP OFCOPING AT1" : 1'-0" MINIMUMGSM "COPING" FLASHING; USE 22 GA.TO 12" COPING WIDTH, 20 GA. OVER12" COPING WIDTH. SEE FLASHINGNOTES ABOVE.STAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 24" O.C.22 GA. GSM CLEATSIDE AWAY FROMTHE ROOFWOOD BACKINGROOF SIDE546&7PER GSM "COPING" FLASHINGSOLDER MITERED CORNERSWATERTIGHT9103"SPECIFIED T.P.O. SYSTEMFRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSVERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER,EQUIPMENT PER M.P.E. PLANSMIN. 8" ABOVE HIGHEST ADJACENT ROOF 22 GA. GSM "CAP" FLASHING, ALLSEAMS SHALL BE FLAT LOCKSOLDERED O/ ROOFING MEMBRANESWEAT SHEET O/ PLYWOODCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"SLOPE PER ROOF PLAN1/4" : 12" MINIMUMVERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED2x PLATFORM FRAMING ANDCONNECTIONS TO SUPPORTS BELOWPER STRUCTURAL PLANSMASON INDUSTRIES TYPE SR SPRINGISOLATOR HAVING 1" OF STATICDEFLECTION. VERIFY QUANTITY ANDPLACEMENT REQUIRED. SET IN A BEDOF SEALANT.4" MAXIMUM PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THESCUPPER TO ALLOW 1/2" WIDESEALANT JOINT ON ALL SIDES OFBETWEEN SCUPPER AND COLLARFLASHINGPROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGESCUPPER AND OVERFLOW GSM "COLLAR" FLASHING,EXTERIOR SIDE AWAY FROM ROOFINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES, TYPICAL4"6"4"4-FOR ADDITIONAL INFORMATION SEE DETAILGSM "SCUPPER AND OVERFLOW"FLASHING, SET IN PLY OF SEALINGMASTICROOF FRAMING AND SHEATHING PERSTRUCT. DRAWINGS, FRAMING ANDPLYWOOD SUBSTRATE TO SLOPE ASSHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SPECIFIED TPO ROOFING SYSTEMSEE PLAN FOR FLOOR / CEILING ASSEMBLY WALKING PADNOTE:1. NO FASTENERS SHALL PENETRATE THE ROOFING MEMBRANE.UNI-STRUT(SPECIFIED) WALK PAD AT PIPES ORCONDUIT UP TO 1" DIAMETER OR 1/2"THICK RUBBER WALK PADS ASDISTRIBUTED BY THE MEADOWS CO.AT PIPES AND CONDUITS GREATERTHAN 1" DIAMETER.PIPE OR CONDUITMETAL STRAP WITH SCREWSATTACHED TO ALLOW FORMOVEMENT OF PIPING4x4 MINIMUM REDWOOD BLOCKINGSPACED AT 6'-0" O.C. - FIELD VERIFY(2) DABS OF ROOF CEMENT PLACEDBETWEEN BLOCK AND PAD2" MIN.2"MIN.6" MIN.2" MIN.2"MIN.6" MIN.4-6-NOTE:LAP ALL FLASHING AND THE WATER RESISTANT BARRIER IN WEATHERBOARD FASHION.3-PARAPET FLASHING ASSEMBLY PART ICRICKET SLOPE1/4" : 12" CRICKET SLOPE1/4" : 12"1 21/32"VERIFY 4 "4" 1 1 1 / 3 2 " M I N . L A P S L O P E 1 " : 1 ' - 0 " 1"6"4"1"ROOF SIDE4"6"1GSM "INSIDE CORNER" FLASHING, LAPROOFING AS DETAILED AND EXTENDTO TOP OF LOW PARAPET WALLTPO ROOFING, UP BACK OFLOW PARAPET WALL ANDONTO TOP OF WALL. SEEDETAILSPECIFIED TPO ROOFING SYSTEM23TPO ROOFING O/ GSM "INSIDECORNER" FLASHING AND TPOROOFING SYSTEMFLASHING, 2" MIN. LAP O/ ROOFINGCAP SHEET4GSM INTEGRALSTUCCO SCREED ALLTHREE SIDES, SEE DETAIL5ONE PIECE SOLDEREDGSM "SADDLE"FLASHING, SEE DETAIL6GSM "SPRING-LOK"FLASHING, SEE DETAIL89GSM "COPING" FLASHINGEXTEND BACK TO GSM"SADDLE" FLASHING,SEE DETAIL111x PLASTER STOPROOF SIDE8"6SOLID BLOCKING OR SHEATHINGREQUIRED BEHIND 1" MINIMUM ANDBEYOND COPING FLANGE.12-PARAPET FLASHING ASSEMBLY PART IIIPARAPET FLASHING COMPLETED ASSEMBLYPARAPET FLASHING ASSEMBLY PART IIPARAPET FLASHING ASSEMBLY PART IVROOF SIDEROOF SIDESLOPE TO MATCHGSM "COPING" FLASHING,SEE DETAILEXTERIOR SIDE3/8"3/8"V E R I F Y EXTERIORSIDE4"W.R.B., TUCK UNDER FLASHING 3"MINIMUM. CONTINUE WEATHERBOARDINSTALLATIONEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.12-102" MIN.-279" WIDE S.A.F., PROVIDE SOLIDBLOCKING BEHIND S.A.F. IFSHEATHING IS NOT REQUIREDGSM "SADDLE" FLASHING BLOCKINGVARIES 1 "GSM "COPING" FLASHINGV E R I F Y 6 " 6 "PROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGEGSM INTEGRAL STUCCO SCREED3--4"7/8"4"WIDTH PERPLAN + 1"4"5"WIDTH PERPLAN + 1"4"5"6" 4"6" LAP SCUPPER OPENINGSCUPPER WIDTHPER PLANWIDTH OF SCUPPERPLUS 2"1'-10"4"ELEVATIONVERIFYDRAIN LEADERMINUS 1/4"PROFILE1"1'-2"1"EQLEADER SIZEPLUS 1"1"EQ(2" MAX.)2"INSERT CONDUCTOR HEAD INTODRAIN LEADEREQLEADER SIZEPLUS 3/8"GSM DRAIN LEADER SUPPORT BANDPROVIDE AT FLOOR LINE AND ATMID-FLOOR TYPICAL, 6'-0" O.C. MAX.ATTACH BAND WITH STAINLESS STEELSCREW WITH WATERTIGHT WASHER;PRE-DRILL AND FILL HOLE WITH CAULKGSM DRAIN LEADER, PRIME ANDPAINT. SIZE AS INDICATED PER PLAN.GSM CONDUCTOR HEAD, PRIME ANDPAINT2x SOLID BACKING REQUIREDCONTINUOUS 1/2" BEAD OF SEALANTALL FOUR SIDES OF GSM "COLLAR"FLASHINGEXTERIOR CEMENT PLASTERSCUPPER OPENING6" 1/2" 1/2"GSM "SCUPPER AND OVERFLOW"FLASHING, ROOF SIDE1 "2- 1 11/32" MIN. LAP6-6"ALIGN2" HIGH OVERFLOW ALIGNED WITHTOP OF SCUPPER2"2"1 1/4"1 1/4"LINE OF WALL FINISH1"GSM "SPRING-LOK" FLASHINGLENGTH OF ROOF SIDE LEG SHALLEXTEND DOWN TO GSM "SPRING-LOK"FLASHING3/8"CEMCO # 66 EXPANDED FLANGECASING BEAD2 1/2"7/8"COPINGWIDTH + 3/4"4"ROOF SIDE1/4"1/4"1"8" MINIMUM 16-LAP ROOF MEMBRANE UNDERCLAMPING RING, TYPICAL4'-0"1'-0"NOTES:1.SEE PLUMBING DOCUMENTS FORSPECIFIED ROOF AND OVERFLOWDRAINS, DRAIN LEADERS ANDADDITIONAL INFORMATION NOTSHOWN HERE.2.STEEL FLASHING CLAMP AND UNDERDECK CLAMP SHALL BE USED ON ALLROOF AND OVERFLOW DRAINS.3.ROOFING MEMBRANE SHALL BEEXTENDED UNDER STEEL FLASHINGCLAMP.4.OVERFLOW DRAIN SHALL BE FITTEDWITH 2" HIGH SOLID WATER DAM.5.WHEN ROOFING INSTALLATION ISCOMPLETE, CONTRACTOR SHALLINSPECT AND TEST ALL ROOF DRAINSTO ASSURE THAT DRAINAGE SYSTEMIS NOT CLOGGED.8" MIN. (TYP.)1'-0"ROOF SIDE FACE OF PARAPET ORCURB WHERE OCCURSSECTIONSPECIFIED TPO ROOFINGSYSTEMROOF SHEATHING AND TRUSS PERSTRUCTURAL DRAWINGS2x SUPPORT FRAMING AT ROOF DRAINDEPRESSIONROOF OVERFLOW DRAIN2" HIGH SOLID WATER DAM ATOVERFLOW DRAINPRIMARY ROOF DRAIN2'-0"1'-0"PLAN2'-0"1'-0"LAP BASE AND CAP SHEET3" MIN. ONTO SILL PLATEMETAL DOOR FRAME 4 SIDESDOOR SEAL "PEMKO" S88D ALL 4SIDES, OR APPROVED EQUALHOLLOW METAL DOOR PER DOORSCHEDULEHOLLOW METAL DOOR FRAME ALL4 SIDES PER DOOR SCHEDULETHRESHOLD PAN SETIN CONTINUOUS BEDOF ROOF CEMENTDOOR BOTTOM "PEMKO" 3452DV ORAPPROVED EQUAL, SEAL TO DOOR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDSHEATHING MAY OCCURW.R.B. O/ 4" J-SERIES CASING BEADO/ S.A.F.1/2"MINDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1"FRAMING PER STRUCTURAL1-HR RATED WALL PER PLANHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALBACKER ROD & SEALANTJAMBTHRESHOLD1/2" MIN 5"4-FOR ADDITIONAL INFORMATION SEE DETAIL22-3-TOP OF PARAPET PEREXTERIOR ELEVATIONSROOF SIDEFOR ADDITIONAL INFORMATION SEE DETAIL4-HIGHEST POINT OF ROOFSEE ROOF PLANMETAL PANEL - INSTALL PERMANUF. GUIDELINESMECH. FASTENER SPACING ANDATTACHMENT PER MANUF.HI-TEMP S.A.F. AT FASTENERSW.R.B.FLAT STOCK METAL FLASHING ATJAMB ON HOLLOW METAL DOOR, TYP.2"TPO COVER STRIPTPO ROOFING DETAILSAD-61.0PARAPET FLASHING, CAP SHEET2PARAPET FLASHING, MTL. PANEL614GSM SCUPPER & OVERFLOWROOF DRAIN & OVERFLOWDOOR AT ROOFMECHANICAL PLATFORM11LOW PARAPET FLASHING @ HIGH PARAPET WALL15GSM COPING FLASHING8GSM "SADDLE" FLASHING & INTEGRAL STUCCO SCREED4316222324ATTIC VENTPIPE CONDUIT SUPPORTCONDUCTOR HEAD & DOWNSPOUTCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 22412/6/2022  DURA BLOK - PER MECHANICAL* VERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER****2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLES2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMHVAC COMPRESSOR PERMECHANICAL PLANS±7/16" CARRIAGE BOLT. LENGTH ASREQUIRED.2" SQ x 1/2" THICK RUBBER WASHERST & B.FOR ADDITIONAL INFORMATION SEE DETAILSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )FOR ADDITIONAL INFORMATION SEE DETAIL4-SLOPE22 GAUGE GSM COUNTER FLASHING.FIELD VERIFY DIMENSIONS ANDCONDITIONS. SHOP FABRICATE ANDSOLDER ALL SEAMS.4'-0" MINIMUM STAINLESS STEEL DRAW BANDGSM "COPING" FLASHING O/ BUILT-UPROOFING BASE SHEET ASPRESCRIBED BY SPECIFIED BUILT-UPROOFING MANUF. SUBSTRATE TOSLOPE 1" : 1'-0", AWAY FROM VENTPENETRATIONT.P.O. SYSTEM O/ PLYWOODSHEATHING AND PARAPET WALL -INSTALL PER MANUF. SPECS.TRASH CHUTE VENT1/2 DIAMETER OF TRASH CHUTE8" 1'-4"2'-0"FIRE BARRIER AT SHAFT, SEEBUILDING PLAN FOR FIRE RATINGSEALANT TO BE APPLIED AROUNDAND BETWEEN TRASH CHUTE VENTAND TOP OF COUNTER FLASHINGSUBSTRATE SLOPE1" : 12"6"1 1/2"4-WIRE MESH SCREEN OVER VENTOPENINGSTAINLESS STEEL SCREWS WITHWATERTIGHT WASHERSINSULATED CONDENSER LINESGSM "COPING" FLASHING3A-D61CUT OPENING 1/2" WIDER THANCONDENSER LINESPECIFIED T.P.O. ROOFING SYSTEMSEAL WITH ROOFING MANUF.RECOMMENDED ROOFING CEMENTVERIFY1/2" MINIMUM 30" ABOVE FINISH ROOF, SEE ROOF PLAN 8"8"6" MAX.8" VE R I F Y 8"8"VERIFY SLOPE2 : 12" MA X . 1/2" 2" MA X .TPO CLAD "HOOD" FLASHING,WEATHER BOARD LAP WITH TPOROOFING MEMBRANE5"4"4"OPENING SHALL BE 2" LARGER THANCONDENSER LINESLOPE1" : 1'-0"SLOPE PER ROOF PLAN1/4" : 12" MINIMUMVERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED www.bilco.comCRICKET SLOPE1/4" : 12"HATCHOPENING CRICKET SLOPE1/4" : 12"HATCHDOORCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"WHEN INSTALLED ON A SLOPE, THEHINGE SIDE MUST RUN PARALLELWITH THE SLOPE. IF SLOPE EXCEEDS30°, ADVISE FACTORY FORMODIFICATION.SPECIFIED T.P.O. ROOFING SYSTEM O/CONTINUOUS CANT. INSTALLED PERMANUFACTURER'S SPECIFICATIONS.FRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSBIL-CLIP FLASHING SYSTEMBILCO SINGLE LEAF ROOF ACCESSHATCH TYPE F-50T OR APPROVEDEQUAL. 4' x 4' UNLESS NOTEDOTHERWISEROOF DRAIN LOCATION PER PLANCRICKET SLOPE CONSTANT AT 1/4" : 12"ROOF SUBSTRATE SLOPEFLOW LINE ANGLE MIN.1/4" : 12"45°3/8" : 12"33.5°1/2" : 12"26.5°3/4" : 12"18.5°FLOW LINE ANGLE MIN. SEE TABLEABOVECRICKET FLOW L INECRICKETSLOPE 1/4" : 12"ROOF SUBSTRATE SLOPE PER TABLECRICKETSLOPE 1/4" : 12"ROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 12" MINIMUM )SPECIFIED T.P.O. ROOFING SYSTEMROOF SUBSTRATESLOPE PER TABLESECTION AA -CRICKET, SLOPE 1/4" : 12"PARAPET WALLPLAN:CRICKET AT WALLCRICKET SLOPE 1/4" : 12" ROOF SUBSTRATE SLOPE PER TABLECRICKETSLOPE1/4" : 12"CRICKET TO BE INSTALLED ON RIDGESIDE OF ANY CHIMNEY ORPENETRATION GREATER THAN 30" ASMEASURED PERPENDICULAR TO THEROOF SLOPEGREATER THAN 1'-8"PLAN:CRICKET AT ROOF PENETRATIONCHIMNEY OR ROOF PENETRATIONPARAPET WALL16-CRICKET FLOW LINECRICKET FLOW LINECRICKETSLOPE 1/4" : 12"PER PLANSLOPEPER PLANTROUGHPER STRUCTURAL OR RECOMMENDED BY ROOFING MANUF.2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SLOPEPER PLANTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURALFOR ADDITIONAL INFORMATION SEE DETAIL4-TROUGHPER STRUCTURAL OR RECOMMENDED BY ROOFING MANUF.2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSUPPORT POSTPER STRUCTSPECIFIED BUILT-UP ROOFINGSYSTEM O/ ROOF FRAMING ANDSHEATHING PER STRUCTURALDRAWINGS; FRAMING AND PLYWOODSUBSTRATE TO SLOPE AS SHOWN ONARCHITECTURAL ROOF PLAN (1/4" :1'-0" MINIMUM )SLOPEPER PLANSTEEL PLATEPER STRUCTTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURAL24 GA. G.S.M. DRIP EDGEFLASHINGEXTERIOR PLASTERS.A.F.CASING BEADGUTTERCORRIDORUNITSLOPE TO DRAIN PER PLANSROOF FRAMING PERSTRUCTURAL DRAWINGSNON-COMBUSTIBLE FRAMINGUNISTRUT SYSTEMVERIFY ATTACHMENTREQUIREMENTS WITHSTRUCTURAL - PROVIDEFLASHING/WATER PROOFING ATROOF PENETRATION1'-6"15-TPO ROOFINGROOF BD. PER TPO MANUF.LAP OVER WALL PERMANUF.TPO ROOFINGROOF BD. PER TPO MANUF.TPO ROOFINGFLOW LINE MINIMUM ANGLE, SEETABLE ABOVETPO ROOFING DETAILSAD-61.1UNISTRUT / ROOF TROUGHEAVE AT HIGH ROOFTRANSITION AT STEP9CONDENSER LINE FLASHING12TRASH CHUTE VENT CAP10ROOF HATCHROOF CRICKETS1215843UNISTRUT @ ROOF TROUGHUNISTRUT SUPPORT13DURA BLOCKCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL162019 182423221721--------- City Council 23 – 22512/6/2022  216511101615141712VENT THROUGH ROOFNON-RATED ATTIC ACCESSRAKE TO WALL DIVERTER2X FASCIAROOF UNDERLAYMENTLAP UP WALLEDGE METAL26 GA GALV MTL ROOFTO WALL FLASHING PANNO PENETRATIONS TOOCCUR IN PANEXTEND PAN 2" PASTEAVE CUT, TUCK BACKUNDER PAN AND SEALWEEP SCREED'J' METALNOTES: GUTTER NOT SHOWN FOR CLARITYGYP. BD. CEILING1/2" PLYWOODGYP. BD. (THICKNESS TO MATCHCEILING GYP. BD.) ATTACH TO1/2" PLYWOOD3/4"3/4"PROVIDE GYP. BD.J-MOULD AT PERIMETEROF GYP. BD. PANEL5/8" GYP. BD. AROUNDPERIMETER OF OPENINGOPENING SIZEPER PLANPROVIDE GYP. BD.J-MOULD AT PERIMETEROF OPENING8"201819ROOF TILE-EAVE ROOF TILE-TIGHT RAKERIDGE OR HIP TILENAILER PER TILE MFG.ROOF TILE - SEE ROOF PLAN -INSTALL PER MFGR.ROOF UNDERLAYMENTUNDER AND OVER NAILERROOF SHEATHING PER STURCTURALROOF FRAMINGNOTES: 1. REFER TO TILE MFGR. SPECIFICATIONS FOR INSTALLATION OF TILE REQUIREMENTS 2. PROVIDE NAILING AND WIND CLIPS PER MFGRS. INSTALLATIONROOF TILE-RIDGE/HIPROOF TILE-VALLEYNOTE: NO PENETRATIONS TO OCCUR THRU VALLEY FLASHING36" M IN . 1/8" CRIM P 26 GA. GALV. MTL. VALLEYFLASHING. INSTALL PERROOFING MFGR. LAP ANYJOINTS 6" MIN & SEAL.ROOF TILE - SEE ROOF PLAN - NOFASTENERS IN VALLEY FLASHINGROOF SHEATHING & FRAMINGPER STRUCTURAL DRAWINGSROOF UNDERLAYMENT UNDERVALLEY FLASHING WEAVEACROSS VALLEY MIN. 12" EACHSIDE36" WIDE 72 POUND UNDERLAYMENTCENTERED ALONG LENGTH OFVALLEY2X3 BARGE BOARD2X2 SPACEREDGE DRIP METALSEAMLESS ALUMINUMPREFINISHED 4" OGEE GUTTERWHERE OCCURS, SEE ROOFPLAN2x BLOCKINGW.R.B.SHEATHING MAY OCCURFRAMING PER STRUCTURALTRUSS HEEL MAY VARY SEE ROOFPLAN/ ELEVATIONSROOF SHEATHING PER STRUCTURALROOF UNDERLAYMENT LAP OVEREAVE RISERBATTENS PER TILE MFGR.EAVE RISER WITH WEEP HOLESPER ROOF TILE MFGR.STARTER BOARDPER ROOF PLAN3-COAT STUCCO SYSTEMO/ W.R.B.ROOF TILE - SEE ROOF PLAN -INSTALL PER MFGR.ROOF TILE - SEE ROOF PLANINSTALL PER MFGR.BATTENS PER TILE MFGR.PROVIDE 2X4 CRIPPLERS @ 24"O.C. FOR LATH SUPPORT ATRAKE ENDS OR GABLE ENDTRUSS2X4 FLAT AT 24" O.C.RETURN (2) TRUSS BAYSROOF UNDERLAYMENTLAP DOWN BARGE BOARD 1"ROOF SHEATHING PERSTRUCTURALEDGE METALW.R.B.SHEATHING MAY OCCURFRAMING PER STRUCTURALPER ROOF PLAN3-COAT STUCCO SYSTEMO/ W.R.B.REFER TO DETAILFOR ALL INFO.NOT SHOWN HERE.3-ROOF TILE-RAKE2x4 FASCIA BOARD33x8 BARGE BOARD7RADIANTBARRIERRADIANT BARRIER22" X 30" HM. ACCESS PANEL WITH PLYCO W-1424 LOUVER 6"ROOF TRUSSES @ 24" O.C.REFER TO STRUCTURAL18 GA. GALV. MTL. FLASHING,PAINTEDSEALANT1 1/2" H.M. ACCESS PANELPROVIDE PERIMETERWEATHER SEAL GASKETSWITH NON-COMBUSTIBLE METALEMBER RESISTANT MESHSCREEN -1/6" TO 1/8" MAX(2) 2X BLOCKING @ ACCESPANEL FRAMEHEAT WELDED TPO MEMBRANE(2) 2X BLOCKING @ ACCESS PANELFRAME CONDITIONROOFING AND ROOF ASSEMBLY PERPLAN AND DETAILMORTAR FILL18 GA. GALV. MTL. SILLFLASHING, PAINTEDTPO ROOF MEMBRANE O/ 1/4" DENS DECKO/ 1" THICK APPROVED RIGID INSULATIONO/ PLYWOOD SHEATHINGATTIC ACCESS PANELPIANO HINGELATCH W/ TURN LOCK"PLYCO" NO.W-1424 VENT .LOUVER INSERT22" x 30" H.M. ACCESSPANELATTIC VENT LOUVER WITHNON-COMBUSTIBLE METALMESH SCREEN -1/6" TO 1/8"MAXATTIC ACCESS DOOR3AD-52SIM.TPO MEMBRANE3-COAT STUCCO SYSTEMO/ W.R.B.SEALANT & BACKER RODMCBGAL. MET. CAP FLSH'G OVER HIGH TEMP S.A.F.1X6 FIRE-RETARDANT TREATEDT&G WOOD STARTER BOARDS ATEXPOSED EAVES, FULL BODYSTAINEDRAKE SEAL - INSTALL PER MFR.SPECS.4'S' TILE-ROOF TO WALLROOF UNDERLAYMENT LAP UP WALL8" MIN WEATHERBOARD LAP W/ FIELDROOF FELT3-COAT STUCCO SYSTEM O/ W.R.B.2X BACKING AT GALV. MTL. FLASHINGBATTENS PER TILE MFGR.CONCRETE 'S' ROOF TILEINSTALL PER MFGR.ROOF SHEATHING &FRAMING PER STRUCTSHEATHING MAY OCCUR'S' TILE-RAKE TO WALL3-COAT STUCCO SYSTEM O/ W.R.B.3"PER TILE MFGR. (5 1/2")2X BACKING AT GALV. MTL. FLASHINGCONCRETE 'S' ROOF TILEINSTALL PER MFGR. (NO NAILPENETRATIONS INTO FLASHING PAN)SHEATHING MAY OCCURWEEP SCREED 'J' METAL O/ Z BAR26 GA. GALV. MTL. "Z" BAR FLASHINGO/ S.A.F. PRIME & PAINT TO MATCHSTUCCOROOF UNDERLAYMENT LAP UP WALL 8" MIN.BATTEN EXTENDERS PER TILE MFGR DO NOTPENETRATE FLASHING PANROOF AND WALL FRAMING PER STRUCT.ROOF SHEATHING26 GA. GALV. MTL. ROOF TO RAKE WALLFLASHING PAN. NO PENETRATIONS TOOCCUR THROUGH FLASHING PAN1X6 BACKER BOARD3"MIN.3"PER TILE MFGR.26 GA. GALV. MTL. "Z" BAR FLASHINGO/ S.A.F. PRIME & PAINT TO MATCHSIDINGWEEP SCREED 'J' METAL O/ Z BAR1X6 BACKER BOARDCONCRETE FLAT TILEROOF DETAILSAD-61.2CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 22612/6/2022  «EXITTEXTVISUAL EXIT SIGNTACTILEEXIT SIGN18-EXIT DOORPROVIDE ON WALL AT EACH GRADE LEVEL EXTERIORPROVIDE ON WALL AT EACH EXIT DOOR THROUGH APROVIDE ON WALL AT EACH DOOR THAT LEADS DIRECTLY TO AGRADE LEVEL EXTERIOR EXIT DOORPROVIDE ON WALL AT EACH EXIT DOOR THAT LEADSDIRECTLY TO A GRADE LEVEL EXTERIOREXIT DOOR BY MEANS OF A STAIRWAYPROVIDE ON WALL AT EACH EXIT DOOR THAT LEADSDIRECTLY TO A GRADE LEVEL EXTERIOREXIT DOOR BY MEANS OF A RAMPPROVIDE ON DISCHARGE BARRIERWHERE STAIRS CONTINUE BELOW THE LEVEL OF DISCHARGEEXIT DOORHORIZONTAL EXITGENERAL NOTES:1.Finish and contrast shall comply with CBC Section 11B-703.5.12.Proportions shall comply with CBC Section 11B-703.5.43.Character height shall comply with CBC Section 11B-703.5.54.Raised characters and pictoral symbol signs shall comply withCBC Section 11B-703.65.Braille shall comply with CBC Section 11B-703.36.Mounting location and height shall comply with CBC Section11B-703.4.1INTERIOR STAIRDETAILS (STEELSTRINGER &PRE-CAST)AD-7121STAIR @ LANDING-TOP5STAIR @ LANDING-TOP1STAIR @ INT. LANDING2STAIR @ INT. LANDING610PRECAST STAIR - TYPICAL SIDE ELEVATIONTACTILE EXIT SIGNEXIT DOOR IDENTIFICATIONRAIL TO WALL1211MTL. GUARDRAIL / HANDRAIL843STAIR AT SLAB - BOTTOM161820222324STRINGER @ LANDINGHANDRAIL EXTENSIONSCANE RAILSTAIR BARRIERHANDRAIL @ WALLSTAIR IDENTIFICATION SIGN17CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL-- City Council 23 – 22712/6/2022  11"TYP RISER PER SECT 7" MAX1" TYP6"11" TYPTREAD RUNTYP RISER PER SECT 7" MAX1" TYP6"1WOOD STAIR AT LANDING - TOP2WOOD STAIR AT INT. LANDING3WOOD STAIR AT LANDING GUARDRAIL AT WOOD STAIR6 * TYP 22AD-714STAIR LANDING AT WALL7WOOD STAIR OPEN RAILING8STAIR AT FINISH FLOORNo.Date DescriptionAD-71.1INTERIOR STAIRDETAILS (WOOD)No.Date DescriptionB2020-10-164TH PC SUBMITTALCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL City Council 23 – 22812/6/2022  SHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSLSTUD WALLINTERIOR FINISH3-COAT STUCCO SYSTEM O/METAL LATH O/ WRB3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLINTERIOR FINISHAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONSAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1 : 2BOND BREAKER AT STUCCO TO DRIPFLASHING7-7-WRBWEATHER RESISTIVE BARRIERMINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL,20 MIL AT HEAD AND JAMBS U.N.O.SAFBACKER ROD& SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2"GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVELFRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TOFLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS.VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TOSECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER.10.GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O.11.PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILSFOR SIM. INFORMATIONLEGEND AND NOTES (APPLIES TO ENTIRE SHEET)WRB O/ SAF O/ GSM HEAD FLASHINGO/ SAF O/ CASING BEAD O/ SAFALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILEXTERIOR FACE BACKER ROD &SEALANTWEATHER RESISTIVE BARRIEREXTERIOR FACE BACKER ROD &SEALANTALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAIL7-ALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILEXTERIOR FACE BACKER ROD &SEALANTNOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTWRB BIBB O/ J-METAL CASING BEADO/ SAF O/ NOF O/ WRB (3 1/2" LEG)WRB O/ SAF O/ J-METAL CASINGBEAD O/ SAFSL1 : 2BACK DAM - TLS VINYL CORNERSET IN CONT. BEAD OF SEALANTW/ END JOINTS SEALEDBIBB12" WIDE NOF BIBB -EXTEND 12" BEYOND R.O.EA. SIDE"A" PIECEINSTALL TLS LABS 'A' PIECEAT CORNERS PER MANUF.GUIDELINES - SIZE 'A' PIECETO MATCH R.O. DEPTHSILL SAF MEMBRANE30 MIL SILL SAF -COMPLETELY COVER R.O.SILL; RUN PAST R.O. 6" MIN.EA. SIDE TO COVER 'A'PIECES; RUN 4" MIN.DOWNLEG"A" PIECEINSTALL TLS LABS 'A' PIECEAT CORNERS - SIZE 'A'PIECE TO MATCH R.O.DEPTHHEAD SAFHEAD SAF - COMPLETELYCOVER R.O. HEAD - EXTEND1" PAST JAMB SAF EA. SIDE;RUN 4" MIN. UPLEGJAMB SAFJAMB SAF - COMPLETELYCOVER R.O. JAMB - EXTENDTO 1" ABOVE BOTTOM OFNOF SILL BIBB AND 11"BEYOND R.O. HEAD - RUN 4"MIN. SIDELEGSTOREFRONTINSTALL STOREFRONTSYSTEM AND INNER BACKERROD & SEALANT PER MANUF.RECOMMENDATIONS -MAINTAIN MIN. 3/8" SEALANTJOINTCASING BEADINSTALL J- METAL CASINGBEAD (3-1/2" LEG) AT HEAD,JAMBS, AND SILL - MAINTAINMIN. 3/8" SEALANT JOINTBETWEEN CASING BEAD ANDSTORFRONTJAMB SAFINSTALL 9" WIDE JAMB SAF O/CASING BEAD LEG - ALIGN ATTOP AND BOTTOM WITHBASE JAMB SAFHEAD SAFINSTALL HEAD SAF O/CASING BEAD - EXTEND 1"PAST JAMB SAF EA. SIDEINSTALL EXTERIOR FACECONTINUOUS BACKER ROD& SEALANT AT SEALANTGAPSEALANTINSTALL 4" TALL GSM DRIPFLASHING O/ HEAD CASINGBEAD (OR O/ TOP OFHARDIE TRIM AT SIDINGCONDITION) - RUN FLANGE6" PAST DRIP ON EACHSIDE; PROVIDE CLOSEDENDS AT DRIP AND SOLDERALL SEAMSGSM DRIP FLASHINGINSTALL 12" WIDE SAF O/GSM HEAD DRIP FLANGE -RUN 1" PAST EDGE OFJAMB SAF ON EACH SIDEHEAD DRIP SAFINSTALL WRBAT INNER SEAL - MOISTOP SEALANT;AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795WITH COMPATIBLE OPEN CELL BACKER ROD - 3/8" MIN.SEALANT JOINT WIDTHINNER SEAL BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTSTOREFRONT DETAILS(FLUSH CONDITIONS)AD-81NOT USED5SF WINDOW HEAD (STUCCO)1SF WINDOW JAMB (STUCCO)2NOT USED68NOTES3SF WINDOW SILL (STUCCO)NOT USED7CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTAL4STOREFRONT FLASHING - FLUSH CONDITION City Council 23 – 22912/6/2022  WRBWEATHER RESISTIVE BARRIERMINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEXSELF ADHERED FLASHINGFORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL,20 MIL AT HEAD AND JAMBS U.N.O.SAFBACKER ROD& SEALANTGENERAL NOTES1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FORAPPROVAL BY OWNER.2.UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZEOF THE WINDOW.3.VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT.4.SUBSTRATES SHALL BE CLEAN , DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION.5.WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS.6.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY MANUFACTURER REQUIREMENTS.7.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING.8.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL.9.USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER.10.GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O.11.PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILS FOR SIM. INFORMATIONLEGEND AND NOTES (APPLIES TO ENTIRE SHEET)NOFNAIL ON FLASHINGFORTIFIBER MOISTOP NEXTBIBB12" WIDE NOF BIBB -EXTEND 12" BEYONDR.O. EA. SIDE"A" PIECEINSTALL TLS LABS 'A' PIECE ATCORNERS - FASTEN/SPLIT ASREQUIRED TO ACCOMMODATESHELF SLOPE TRANSITION PERMANUF. RECOMMENDATIONS -SIZE 'A' PIECE TO MATCH RECESSR.O. DEPTH (PROVIDE SAF BRIDGEPIECE TO ACCOMMODATE DEEPRECESSES AS REQUIRED)SILL SAF MEMBRANE30 MIL SILL SAF -COMPLETELY COVER R.O.SILL; RUN PAST R.O. 6" MIN.EA. SIDE TO COVER 'A'PIECES; RUN 4" MIN.DOWNLEGHEAD END DAMSHEAD SAFHEAD SAF - COMPLETELYCOVER R.O. HEAD - EXTEND1" PAST JAMB SAF EA. SIDE;RUN 12" MIN. UPLEG ABOVEJAMB SAFJAMB SAFJAMB SAF - COMPLETELYCOVER R.O. JAMB - EXTENDTO 1" ABOVE BOTTOM OFNOF SILL BIBB AND 11"BEYOND R.O. HEAD - RUN 4"MIN. SIDELEGSTOREFRONTCASING BEADINSTALL J- METAL CASINGBEAD (3-1/2" LEG) AT HEAD,JAMBS, AND SILL - MAINTAINMIN. 3/8" SEALANT JOINTBETWEEN CASING BEAD ANDSTORFRONTJAMB SAFINSTALL JAMB SAF O/ CASINGBEAD LEG - ALIGN BOTTOMWITH BASE JAMB SAF ANDEXTEND TO 1" BELOW TOPOF HEAD SAF - RUN 9" MIN.SIDELEGINSTALL CONTINUOUSBACKER ROD & SEALANTAT SEALANT GAPSEALANTINSTALL 4" CEMCO #12SOFFIT DRIP FLASHING O/EDGE OF HEAD SAF - RUNDRIP 1" PAST OPENING ATEA. SIDE OF JAMB - RUNFLANGE 6" PAST DRIP ONEACH SIDEGSM DRIP FLASHINGINSTALL 12" WIDE SAF O/ GSMHEAD DRIP FLANGE - RUN 1"PAST EDGE OF BASE HEADSAF ON EACH SIDEHEAD DRIP SAFINSTALL WRBSILL END DAMSSILL NOFINSTALL PROTECTION SHEETNOF OVER SILL - RUN 6" MIN.DOWNLEGHEAD SAFINSTALL HEAD SAF O/CASING BEAD - EXTEND 1"PAST JAMB SAF EA. SIDEAND 12" ABOVE OPENING"A" PIECEINSTALL TLS LABS GS 108APIECE AT HEAD CORNERS SETIN MOISTOP SEALANT PERMANUF. RECOMMENDATIONSINSTALL 8" WIDE SAF ENDDAMS - EXTEND TO ENTIRELENGTH OF HEAD - SPLITAND EXTEND ONTO FACEOF WALL 4" MIN.SHEATHING MAY OCCUR3-COAT STUCCO SYSTEMO/ METAL LATH O/ WRBSTUD WALLINTERIOR FINISHSLAPPLIED FOAM TRIMSEE EXT. ELEVATIONS1 : 2BOND BREAKER AT STUCCO TO DRIPFLASHING5-WRB O/ SAF/ O/ GSM SOFFIT DRIPALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILWEATHER RESISTIVE BARRIERINTERIOR FINISH3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBAPPLIED FOAM TRIMSEE EXT. ELEVATIONSALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAIL5-WRB O/ SAF O/ CASING BEAD O/ SAF(J-METAL: 3 1/2" LEG W/ 1" LIP)WRB O/ SAF O/ CASING BEAD O/ SAF -(J-METAL: 3 1/2" LEG W/ 1" LIP)UTILIZE TLS LABS 'A' PIECE AT R.O.SILL/SLOPE TRANSITION TO CREATEEND DAM - FASTEN, FOLD/TUCK ASREQUIRED TO ACCOMMODATESHELF SLOPE, AND SET IN MOISTOPSEALANT PER MANUF.RECOMMENDATIONS - WEATHERBOARD LAP ALL FLASHING PIECES3-COAT STUCCO SYSTEM O/METAL LATH O/ WRBSTUD WALLINTERIOR FINISHAPPLIED FOAM TRIMSEE EXT. ELEVATIONS5-ALUM. STOREFRONT SYSTEM -SEE WINDOW FLASHING DETAILWRB O/ NOF O/ J-METAL CASINGBEAD O/ SAF(J-METAL: 3 1/2" LEG W/ 1" LIP)WRB BIBB BOND BREAKER SHEET O/NOF AND SAFWEATHER BOARD LAP WRB WITHBASE LAYER NOFDBL. 1X SHIMDBL. 1X SHIMDBL. 1X SHIMSLMIN.3 : 12EXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTAT INNER SEAL - MOISTOP SEALANT;AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795 WITH COMPATIBLE OPEN CELL BACKER ROD -3/8" MIN. SEALANT JOINT WIDTHINSTALL STOREFRONTSYSTEM AND INNER BACKERROD & SEALANT PER MANUF.RECOMMENDATIONS -MAINTAIN MIN. 3/8" SEALANTJOINTEXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTEXTERIOR FACE BACKER ROD & SEALANTINNER SEAL BACKER ROD & SEALANTBACK DAM - TLS VINYL CORNERSET IN CONT. BEAD OF SEALANTW/ END JOINTS SEALEDFIREBLOCK PER CODEFIREBLOCK PER CODEFIREBLOCK PER CODESTOREFRONT DETAILS(RECESSEDCONDITIONS)AD-82MAX. 24" RECESSED SF WINDOW HEAD1MAX. 24" RECESS SF WINDOW JAMB (STUCCO)25NOTES43MAX. 24" RECESS SF WINDOW SILL (STUCCO)CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description08-01-2022 FIRST PLAN CHECK SUBMITTALSTOREFRONT FLASHING - MAX 24" RECESSED CONDITION City Council 23 – 23012/6/2022  Clerk of the Council Office www.santa-ana.org/clerk-of-the-council Item # 24 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Assembly Bill 361 AGENDA TITLE: Teleconferencing for Meetings of City Council and All Boards, Committees, and Commissions Pursuant to the Provisions of Assembly Bill 361 RECOMMENDED ACTION Adopt a resolution to consider continuing the use of teleconferencing for City Council, board, committee, and commission meetings pursuant to the provisions of Assembly Bill 361 for the next 30 days. DISCUSSION On March 17, 2020, Governor Gavin Newsom issued Executive Order N-29-20, suspending certain provisions of the Brown Act to allow legislative bodies to conduct their meetings completely telephonically or by other electronic means. City Council meetings have been conducted by Zoom, with councilmembers and staff joining from remote locations when necessary. The suspension of certain provisions of the Brown Act was further extended by Governor Newsom on June 11, 2021 by the issuance of Executive Order N-08-21, which continued to allow completely virtual City Council (and other legislative body) meetings. This order stayed in effect until September 30, 2021. In response, AB 361 was signed into effect by Governor Newsom on September 16, 2021. It amends the Brown Act to allow legislative bodies to meet virtually, provided there is a state of emergency, and either (1) state or local officials have imposed or recommended measures to promote social distancing, or (2) the legislative body determines by majority vote that meeting in person would present imminent risks to the health and safety of attendees. The City of Santa Ana’s current practices with respect to live public comment via Zoom already satisfy all of the new requirements in AB 361. Additionally, the individual legislative bodies can make their own findings for the AB 361 teleconferencing City Council 24 – 1 12/6/2022 Assembly Bill 361 December 6, 2022 Page 2 3 1 1 3 resolution for future meetings. Determinations to continue to utilize remote meetings as allowed by AB 361 must be re-visited by the legislative body every 30 days with the support of new findings. Staff recommends this extension period to act as a helpful transitional stage for boards, committees, and commissions who still currently meet virtually. Most recently, on November 15, 2022, the City Council adopted Resolution No. 2022- 090, making the required findings under AB 361 to allow the City to continue to offer teleconference accessibility for public meetings after September 30, 2021, to help mitigate the spread of COVID-19. The attached resolution (Exhibit 1) declares additional findings to allow for the continued use of teleconferencing for City Council, board, commission, and committee meetings pursuant to AB 361. ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Resolution Submitted By: Norma Orozco, Acting Assistant Clerk of the Council Approved By: Kristine Ridge, City Manager City Council 24 – 2 12/6/2022 Resolution 2022-XXX Page 1 of 3 RESOLUTION 2022-xxx A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA, CALIFORNIA AUTHORIZING THE USE OF REMOTE TELECONFERENCING PROVISIONS (AB 361) WHEREAS, the Ralph M. Brown Act (Government Code section 54950 et seq.) generally requires local agencies meeting via teleconference, including through other virtual or electronic means, to, among other things, provide public access at each location in which members of the legislative body are teleconferencing; and WHEREAS, Assembly Bill 361 (AB 361) amends Government Code section 54953 to allow local agencies to meet fully virtually, without fully adhering to the rules otherwise applicable to teleconferencing, during a proclaimed state of emergency if state or local officials have imposed or recommended measures to promote social distancing; and WHEREAS, the Governor issued a proclamation declaring a state of emergency on March 4, 2020 due to the COVID-19 pandemic, pursuant to section 8625 of the California Emergency Services Act, and this proclaimed state of emergency currently remains in effect; and WHEREAS, the City Council of the City of Santa Ana declared a local emergency on March 17, 2020 pursuant to Santa Ana Municipal Code section 2-404A (now section 2-646A); and WHEREAS, in order to continue teleconferencing pursuant to the provisions of AB 361, the City Council is required to make certain findings every thirty (30) days; and WHEREAS, the City Council of the City of Santa Ana, consistent with those provisions, approved Resolutions 2021-055, 2021-66, 2021-072, 2022-004, 2022-015, 2022-021, 2022-026, 2022-033, 2022-037; 2022-043; 2022-050; 2022-063; 2022-070; 2022-073; 2022-077; 2022-087; and 2022-090 authorizing the use of remote teleconferencing provisions pursuant to AB 361; and WHEREAS, the City Council of the City of Santa Ana has reconsidered the circumstances of the state of emergency; and WHEREAS, state and local officials continue to recommend measures to promote social distancing to prevent the spread of COVID-19; and WHEREAS, the continuation of remote teleconferencing will allow for full participation by members of the public and the members of the City legislative bodies until social distancing recommendations are lifted; and WHEREAS, the City Council of the City of Santa Ana desires to continue to utilize remote teleconferencing pursuant to AB 361 and Government Code section 54953(e). City Council 24 – 3 12/6/2022 Resolution 2022-XXX Page 2 of 3 NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Santa Ana as follows: SECTION 1. The above recitals are true and correct and shall be the findings of the City of Santa Ana’s City Council and each and every other legislative body of the City. SECTION 2. The City Council of the City of Santa Ana hereby authorizes the use of remote teleconferencing pursuant to AB 361. SECTION 3. The City Council and all other legislative bodies of the City of Santa Ana created by the City Council or created through its City Charter shall continue to meet virtually in accordance with Government Code section 54953(e) and without compliance with section 54953(b)(3) based upon the findings and determinations hereby made by the City Council. SECTION 4. The City Clerk shall attest to and certify to the passage and adoption of this resolution and it shall be effective immediately upon its approval. ADOPTED this ____ day of December, 2022. ___________________________ Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: ________________________ John M. Funk Chief Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers City Council 24 – 4 12/6/2022 Resolution 2022-XXX Page 3 of 3 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- ___ to be the original Resolution adopted by the City Council of the City of Santa Ana on _____________, 2022. Date: ___________________ ____________________________ Clerk of the Council City of Santa Ana City Council 24 – 5 12/6/2022 Parks, Recreation, and Community Services www.santa-ana.org/parks Item # 25 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Facility Use Agreement Amendment with TKO Youth Foundation AGENDA TITLE: Facility Use Agreement Amendment with TKO Youth Foundation (TKO) to Reflect a Rate of $20.00 Per Hour for the Use of the Fitness Room in the Jerome Community Center with Anticipated Payments from TKO to the City to Reflect the Period from September 1, 2022 Until September 21, 2023 (General Fund) RECOMMENDED ACTION It is recommended that the City Council consider approving one of the two following options: 1. No change to the existing agreement and TKO will maintain responsibility for the Fiscal Year 2022-23 Miscellaneous Fee of $116.00 per hour for use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023. 2. Authorize the City Manager to execute an amendment to the facility use agreement with TKO Youth Foundation (TKO) to reflect a rate of $20.00 per hour for the use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023, subject to non-substantive changes approved by the City Manager and City Attorney. DISCUSSION TKO Youth Foundation (TKO) is a non-profit California corporation that was founded in 1994 to serve as a juvenile justice prevention and after-school youth program. TKO has been training local Santa Ana youth in boxing for two decades and offers educational support, including scholarships, while requiring program participants to maintain a minimum grade point average. The Santa Ana community values the TKO programs that encourage Santa Ana youth to engage in sports and supervise after-school activities in a safe environment. On September 21, 2021 the City of Santa Ana and TKO Youth Foundation entered into a two-year agreement for the limited right to utilize the Fitness Room in the Jerome Community Center to host tournaments and to provide boxing classes, training, and City Council 25 – 1 12/6/2022 Amend TKO Youth Foundation Agreement December 6, 2022 Page 2 3 0 7 3 equipment storage. As part of the agreement, TKO will be charged an hourly fee, per month, for use of the Fitness Room, as determined by the City’s Miscellaneous Fee Schedule, beginning September 1, 2022. The corresponding miscellaneous fee for the use of Fitness Room on the agreement execution date was $20.00 per hour. On average, TKO reserves the use of the Fitness Room for five hours per day and approximately 100 hours per month. This equates to a monthly balance estimate of $2,000 per month and $24,000 per year. On June 7, 2022, City Council approved the Fiscal Year 2022-23 Miscellaneous Fee Schedule that adjusted the rate of the Fitness Room based on square footage. The Fitness Room in the Jerome Community Center was categorized as a Large Community Center Room, measuring above 2,000 square-feet. This methodology was applied to all PRCSA facilities in the Fiscal Year 2022-23 Miscellaneous Fee Schedule. The new adjusted rate for the Fitness Room in the Jerome Community Center, based on square footage, is $116.00 per hour, and represents the value for short-term rental opportunity. In the case of TKO’s long-term facility use agreement, the current rate of $116.00 per hour represents a significant rental fee increase. If TKO were to continue to use the Fitness Room in the Jerome Community Center under the adjusted rate for five hours per day and 100 hours per month, the new monthly balance would be $11,600 per month and $139,200 per year. The Parks, Recreation and Community Services Agency (PRCSA) is providing the following options for Council’s consideration in relation to the agreement between the City and TKO: 1. No change to the existing agreement and TKO will maintain responsibility for the Fiscal Year 2022-23 Miscellaneous Fee of $116.00 per hour for use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023. 2. Approve an amendment to the current facility use agreement with TKO to reflect an hourly rate of $20.00 per hour for the use of the Fitness Room in the Jerome Community Center with anticipated payments from TKO to the City to reflect the period from September 1, 2022 until September 21, 2023 (Exhibit A). ENVIRONMENTAL IMPACT There is no environmental impact associated with this action. FISCAL IMPACT Funds will be deposited in the Parks, Recreation and Community Services, General Fund Revenue Account (01113002-57361 - PRCSA Recreation Facility Rental). City Council 25 – 2 12/6/2022 Amend TKO Youth Foundation Agreement December 6, 2022 Page 3 3 0 7 3 EXHIBIT(S) 1. Amendment Submitted By: Hawk Scott, Executive Dir. of Parks, Recreation and Community Services Approved By: Kristine Ridge, City Manager City Council 25 – 3 12/6/2022 City Council 25 – 4 12/6/2022 City Council 25 – 5 12/6/2022 Public Works Agency www.santa-ana.org/pw Item # 26 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Resolution Authorizing Ceremonial Street Naming AGENDA TITLE Adopt a Resolution Authorizing Ceremonial Street Naming (General Fund) RECOMMENDED ACTION 1. Adopt a resolution authorizing the ceremonial street naming of Helen M. Shipp Way, along Willits Street from Fairview Street to Bristol Street, and the ceremonial naming of the intersection of Willits Street and Raitt Street to Black History Square. 2. Direct staff to install a certain number of ceremonial signs to be approved for the stretch along Willits Street from Fairview Street to Bristol Street. DISCUSSION On August 2, 2022, the City Council adopted Ordinance No. NS 3024 to recognize outstanding individuals who have made a significant impact on their community through the commemorative or honorary naming of streets or intersections. In accordance with the ordinance, Councilmember Hernandez initiated a request to honor Helen M. Shipp. Helen M. Shipp and her family legacy has made a profound and lasting cultural impact on the neighborhood they called home, the City of Santa Ana, for over five generations by creating community events for African American culture to thrive in and advance equality for all. Historically, our Black History Month celebration, along with the Black History Parades within the city, stem directly from Helen M. Shipp. It began small, with no more than eight family members near the intersection of Raitt Street and Willits Street. Due to her advocacy for the African American community to be recognized for their significance within the city and the impact it created for African Americans living in Santa Ana, the parade grew to upwards of 20,000 in attendance. The Ceremonial “Helen M. Shipp Way” signs are proposed to be installed along Willits Street from Fairview Street to Bristol Street. In addition, the intersection of Raitt Street and Willits Street is proposed to be designated with “Black History Square” ceremonial signs. Exhibit 1 shows the proposed sample signs. Exhibit 2 shows three signage location options with the number of signs ranging from 7 to 14 signs. Staff requests that the City City Council 26 – 1 12/6/2022 Adopt Resolution Authorizing Ceremonial Street Naming December 6, 2022 Page 2 3 1 0 5 Council provide direction on which option to select for the number of signs to be installed. Below are the options and corresponding cost: Option No.Number of Signs*Cost 1 5+2 $5,467 2 7+2 $7,029 3 12+2 $10,934 * Helen Shipp plus Black History Square The ordinance requires a resolution for the approval of the ceremonial sign (Exhibit 3). Additionally, the ordinance allows for certain requirements, such as notice of application and program fees to be waived by majority vote of the City Council when the request is initiated by a current Council member. Approval of this resolution includes waiving the ceremonial street name installation fees in the amount not to exceed the cost shown for each option in the table above. ENVIRONMENTAL IMPACT There is no environmental impact associated with the action. FISCAL IMPACT The total amount of funds needed is based on the option selected by the City Council. A total amount not to exceed of $10,934 is needed for the production and installation of up to 12 Ceremonial Street signs and 2 Black History Square signs. Funds are available in Account No. 01104012-62300. EXHIBIT(S) 1. Ceremonial Street Signs for Helen Shipp and Black History Square 2. Signage Location Maps (Options 1-3) 3. Resolution Submitted By: Nabil Saba, P.E., Executive Director – Public Works Agency Approved By: Kristine Ridge, City Manager Fiscal Year Accounting Unit- Account No. Fund Description Accounting Unit - Account Description Amount 2022-23 01104012-62300 General Fund-City Council Legislative Contract Services- Professional $10,934 Total $10,934 City Council 26 – 2 12/6/2022 B S * * H O N O R A R Y * * H quare H S * * H O N O R A R Y * * elen hipp WY istorylack M. SANTA ANA 1869 STREET SIGN TOPPER CEREMONIAL DATE REVISION CITY ENGINEER DATE:APPROVED: PUBLIC WORKS AGENCY CITY OF SANTA ANA EXHIBIT 1 City Council 26 – 3 12/6/2022 City Council 26 – 4 12/6/2022 EXHIBIT 3 Resolution No. 2022-XX Page 1 of 3 RESOLUTION NO. 2022-xx A RESOLUTON OF THE CITY COUNCIL OF THE CITY OF SANTA ANA DIRECTING AND AUTHORIZING A CEREMONIAL STREET NAME OF HELEN M. SHIPP WAY ALONG WILLITS STREET FROM FAIRVIEW STREET TO BRISTOL STREET, AND THE CEREMONIAL NAMING OF THE INTERSECTION OF WILLITS STREET AND RAITT STREET TO BLACK HISTORY SQUARE WHEREAS, the City of Santa Ana (hereinafter referred to as the “City”) is a charter city and municipal corporation duly organized and existing pursuant to and under the provisions of the laws of the State of California; and WHEREAS, on August 2, 2022, the City Council for the City of Santa Ana approved Ordinance No. NS-3024 (“Ordinance”) to recognize outstanding individuals who have made a significant impact on their community through the commemorative or honorary naming of streets or intersections; and WHEREAS, the Ordinance, which amended Chapter 33 of the City’s Municipal Code, detailed the application process including the procedures, fees, and details for when and how said procedures and fees may be waived by the City Council; and WHEREAS, Helen M. Shipp and her family legacy have made a profound and lasting cultural impact on the neighborhood they called home, the City of Santa Ana for over five generations by creating community events, including the Black History Parade, for African American culture to thrive in and advance equality for all; and WHEREAS, since it was founded in 1980, to celebrate Black History Month, the Black History Parade, which began with her family, quickly grew to upwards of 20,000 in attendance during its tenure in the City of Santa Ana due to her advocacy for the African American community to be recognized for their significance within the City and the impact it created for African American people living in Santa Ana; and WHEREAS, the first procession of the Black History Parade in Santa Ana took place on Raitt Street near the intersection of Raitt Street and Willits Street; and WHEREAS, Councilmember Hernandez initiated a request to honor the legacy of Helen M. Shipp to recognize the lasting cultural impact she and her family brought to the City of Santa Ana; and City Council 26 – 5 12/6/2022 brs 11.15.22 Resolution No. 2022-XX Page 2 of 3 WHEREAS, ceremonial “Helen M. Shipp Way” sign toppers are proposed to be installed along Willits Street from Fairview Street to Bristol Street. In addition, the intersection of Raitt Street and Willits Street is proposed to be designated with “Black History Square” ceremonial sign toppers; and WHEREAS, the ordinance requires a resolution for the approval of the ceremonial sign toppers, and as allowed by said Ordinance, certain requirements for said ceremonial street naming, such as notice of application, and all applicable fees and charges may be waived by majority vote of the City Council when the request is initiated by a current Council member; and WHEREAS, Helen M. Shipp Way and Black History Square are not in conflict with the public interests and welfare; and WHEREAS, the City Council for the City of Santa, based on the significant cultural legacy established by Helen M. Shipp and the Black History Parade for the City of Santa Ana, finds the change of such street names are warranted. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The Council hereby waives the requirements of the Application process, pursuant to Santa Ana Municipal Code Section 33-262(e), including all applicable fees and charges. Section 2. The portion of Willits Street between Fairview Street and Bristol Street shall receive ceremonial street sign toppers of “Helen M. Shipp Way.” Section 3. The intersection of Willits Street and Raitt Street shall receive ceremonial street sign toppers of “Black History Square.” Section 4. The Public Works Department is hereby directed to cause the ceremonial street signs as affected by this Resolution to be fabricated and installed. Section 5. This Resolution shall take effect immediately upon its adoption by the City Council and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this ____ day of December, 2022 _______________________ Vicente Sarmiento Mayor City Council 26 – 6 12/6/2022 brs 11.15.22 Resolution No. 2022-XX Page 3 of 3 APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:_________________________ Brandon Salvatierra Deputy City Attorney AYES: Councilmembers ________________________________________ NOES: Councilmembers _______________________________________ ABSTAIN: Councilmembers _______________________________________ NOT PRESENT: Councilmembers _______________________________________ CERTIFICATE OF ATTESTATION AND ORIRGINALITY I, ______________________, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022-______ to be the original resolution adopted by the City Council of the City of Santa Ana on December 6, 2022. Date: ________________ ____________________________________ Clerk of the Council, City of Santa Ana City Council 26 – 7 12/6/2022 Planning and Building Agency www.santa-ana.org/planning-and-building Item # 27 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: California Building Standards Code Adoption AGENDA TITLE: Public Hearing - A Resolution and an Ordinance Adopting the Updated California and International Building and Fire Codes with Local Conditions Amendments and Requisite Findings RECOMMENDED ACTION 1. Find that the proposed Ordinance is exempt under the provision of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15061(b)(3). 2. Adopt a resolution of the City Council setting forth findings for required amendments, modifications and changes with respect to the local climatic, geographical and topographical conditions within the City of Santa Ana to the California Building, Residential, Green Standards, Energy, Electrical, Mechanical, Plumbing, and Fire Codes as amended by the State of California. 3. Adopt an ordinance amending Chapters 8 and 14 of the Santa Ana Municipal Code adopting the State Building Regulations, including the 2021 International Property Maintenance Code, and certain modifications and changes with respect to local climatic, geographical and topographical conditions with the City of Santa Ana to the California Building, Existing Building, Residential, Green Standards, Electrical, Mechanical, Plumbing, Energy, Historical Building, and Fire Codes as amended by the State of California. DISCUSSION The State’s Health and Safety Code (Section 17958) mandates that the California Building Standards Commission adopt and publish the California Building Standard Code (Title 24 California Code of Regulations) every three years. The 2022 Edition of the California Code of Regulations Title 24, which incorporates the model codes, becomes effective statewide on January 1, 2023. The proposed Ordinance would amend the Santa Ana Municipal Code to implement the new Construction Codes and repeal references to City Council 27 – 1 12/6/2022 California Building Standards Code Adoption December 6, 2022 Page 2 3 0 7 5 the prior editions of the Construction Codes. The Construction Codes proposed for adoption by reference with amendments include the following: 1. 2022 California Building Code 2. 2022 California Residential Code 3. 2022 California Green Building Standards Code 4. 2022 California Electrical Code 5. 2022 California Mechanical Code 6. 2022 California Plumbing Code 7. 2022 California Energy Code 8. 2022 California Fire Code 9. 2022 California Existing Building Code 10.2022 California Historical Building Code 11.2021 International Property Maintenance Code The proposed Ordinance also includes administrative and procedural amendments not covered by the above Construction Codes. As part of the adoption of Construction Codes, it will also be necessary to include certain changes and modifications that are reasonably necessary due to local conditions within the City of Santa Ana. Exhibit 2 is the Resolution delineating the necessary findings and substantiating the necessary amendments to the Residential, Fire, and Building Codes to address specific local conditions. The separate adoption of the Resolution is necessary in order to include the local changes in the proposed Ordinance. In summary, the changes to the 2022 California Codes as adopted by the State include revisions to enhance clarity and consistency in the application of the Codes and to include provisions for green and sustainable alternatives. For example, the structural engineering requirements of the Building Code has been aligned with major revisions to national standards for mass timber construction, which stem from research studies from recent seismic and high wind events. Mass timber construction (MTC) is an environmentally friendly alternative to using carbon-intensive materials and construction methods through the use of a category of engineered wood products typically made of large, solid wood panels, columns, or beams manufactured off-site for load-bearing wall, floor, and roof construction. Mass timber is engineered for high strength applications and is significantly lighter than concrete and steel. In addition, for the first time, installation of electric vehicle charging stations will be required for new multi-family residential projects of 20 or more dwelling units. The California Energy Commission has also adopted new requirements for the mandatory designation of spaces for future electric heat pump water heater on new homes. ENVIRONMENTAL IMPACT The proposed action is exempt from the requirements of the California Environmental Quality Act (CEQA) in accordance with Section 15061(b)(3) of the CEQA guidelines, as City Council 27 – 2 12/6/2022 California Building Standards Code Adoption December 6, 2022 Page 3 3 0 7 5 amended, in that it is not a Project which has the potential for causing a significant effect on the environment. No further environmental review is necessary. FISCAL IMPACT There is no fiscal impact associated with this action. EXHIBIT(S) 1. Ordinance - Building Standards Code Amendments 2. Resolution - Code Adoption Requisite Findings Submitted By: Minh Thai, Executive Director of Planning and Building Agency and Chief James Henery, Orange County Fire Authority Approved By: Kristine Ridge, City Manager City Council 27 – 3 12/6/2022 Ordinance No. NS-XXX Page 1 of 38 ORDINANCE NO. NS-XXX AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA AMENDING CHAPTERS 8 AND 14 OF THE SANTA ANA MUNICIPAL CODE TO ADOPT AND AMEND THE MOST RECENTLY ENACTED CALIFORNIA BUILDING CODE, CALIFORNIA RESIDENTIAL CODE, CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA ENERGY CODE, CALIFORNIA HISTORICAL BUILDING CODE, CALIFORNIA FIRE CODE, CALIFORNIA EXISTING BUILDING CODE, AND INTERNATIONAL PROPERTY MAINTENANCE CODE THE CITY COUNCIL OF THE CITY OF SANTA ANA DOES HEREBY ORDAIN AS FOLLOWS: Section 1. Section 8-43 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-43. - Adoption by reference. There is adopted by the city that certain code known as the California Building Code, 20192022 Edition, based on the 20182021 International Building Code as published by the International Code Council, (hereinafter referred to in this article as the "Building Code," "building code," or "California Building Code"), consisting of "Volume 1", "Volume 2" and the 20192022 California Existing Building Code (together with subsequent supplements or amendments to any volume, each of which shall become effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified), of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The building code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city, except for the changes to the building code set forth in this chapter that specifically amends the Building Code. Any previously enacted, unrepealed provision of the Santa Ana Municipal Code that amended a pre-20192022 edition of the "Building Code" shall also be construed as amending the applicable provision of the 20192022 or later edition of the building code. City Council 27 – 4 12/6/2022 Ordinance No. NS-XXX Page 2 of 38 The building code, as thus amended, together with all other provisions of this article, shall be known as the city building code. Appendices which are adopted pursuant to this section are as follows: Appendix I, Patio Covers Appendix J, Grading Section 2. Section 8-93 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-93. - Reserved.Permit expiration (Volume 1, Chapter 1, Division II, Section 105.5). Chapter 1, Division II, Section 105.5 of the building code is amended to read as a follows: Sec. 105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 3. Section 8-96 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-96. - Time limitation of application (Volume 1, Chapter 1, Division II, Section 105.3.2) Section 105.3.2 is amended to read as a follows: Sec. 105.3.2. Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless the permit has been issued; except that the Building Official may extend the time for action by the applicant for a period not exceeding one hundred and eighty (180) days upon request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. City Council 27 – 5 12/6/2022 Ordinance No. NS-XXX Page 3 of 38 An application for a certificate of occupancy shall be deemed to have been abandoned 12 months after the date of filing, unless the certificate of occupancy has been issued or the building permit associated with the certificate of occupancy has not expired; except that the Building Official may extend the time for action by the applicant for a period not exceeding one hundred and eighty (180) days upon request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall pay a new certificate of occupancy application fee. Section 4. Section 8-85 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-85. - Seismic loads (California Existing Building Code, Chapter 5, Section 506.45.3). Chapter 5, Section 506.45.3 of the California Existing Building Code is amended by adding the following paragraph thereto: The conversion of any portion of an existing building to residential use shall be analyzed for 75 percent of the Design Earthquake Ground motion, as defined in Section 1613.2 of the California Building Code, but in no event shall there be a reduction in the capacity of the seismic force resisting system where such system provides a greater level of protection than the minimum requirements established by this code. Performance- based engineering analysis and design procedures may be used to evaluate the existing structure and the design of strengthening elements when approved by the Building Official. All new structural elements shall meet current detailing requirements of Section 1604 of the California Building Code. Section 5. Section 8-290 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-290. - Adoption by reference. There is adopted by the city that certain code known as the California Plumbing Code, 20192022 Edition, including the following appendices thereto: A, B, D, I and J, (hereinafter referred to in this article as the "Plumbing Code"), together with subsequent supplements or amendments, which shall become effective, adopted and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified. The plumbing code is adopted and incorporated by reference as fully set forth at length herein as provided for in section 419 of the Charter of the city, except for the City Council 27 – 6 12/6/2022 Ordinance No. NS-XXX Page 4 of 38 changes to the plumbing code set forth in this chapter of this Code that specifically amend the plumbing code. Any previously enacted, unrepealed provision of this Code that amended a pre-20192022 edition of the "Plumbing Code" shall also be construed as amending the applicable provision of the 20192022 or later edition of the plumbing code. The plumbing code as amended, together with all other provisions of this article, shall be known as the city plumbing code. Section 6. Section 8-556 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-556. - Adoption by reference. There is adopted by the city that certain code known as the California Mechanical Code, 20192022 edition (hereinafter referred to in this article as the "California Mechanical Code" "Mechanical Code" or "mechanical code"), together with subsequent supplements, amendments, or editions, which shall become effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified. The mechanical code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city, except for the changes to the mechanical code set forth in this chapter of this Code that specifically amend the mechanical code. Any previously enacted, unrepealed provision of this Code that amended a pre-20192022 edition of the "Mechanical Code" shall also be construed as amending the applicable provision of the 20192022 or later edition of the mechanical code. The mechanical code as amended, together with all other provisions of this article, shall be known as the city mechanical code. Section 7. Section 8-667 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-667. - Adoption by reference. There is adopted by the city that certain code known as the California Electrical Code 20192022 Edition and the administrative provisions set forth herein, (hereinafter referred to in this article as the "Electrical Code") together with subsequent supplements, amendments, or editions, which shall become effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless specifically adopted prior to that date, of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The electrical code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city, City Council 27 – 7 12/6/2022 Ordinance No. NS-XXX Page 5 of 38 except for the changes to the electrical code set forth in this chapter of this code that specifically amend the electrical code. Any previously enacted, unrepealed provision of this Code that amended a pre-20192022 edition of the "Electrical Code" shall also be construed as amending the applicable provision of the 20192022 or later edition of the electrical code. The electrical code as amended, together with all other provisions of this article, shall be known as the city electrical code. Annex which are adopted pursuant to this section are as follows: Informative Annex A, Product Safety Standards Section 8. Section 8-2000 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-2000. - Adoption by reference. There is adopted by the city that certain code known as the 20182021 International Property Maintenance Code (hereinafter referred to as the "Property Maintenance Code"), together with subsequent supplements, amendments, or editions, which shall become effective, adopted, and incorporated by reference into this Code on each new official publication date of the International Property Maintenance Code, of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The said Code is adopted and incorporated as fully as if set forth at length herein as provided for in section 419 of the Charter of the city, except for the changes to the property maintenance code set forth in this chapter of this Code that specifically amends the property maintenance code. Any previously enacted, unrepealed provision of this Code that amended a pre-20182021 edition of the "Property Maintenance Code" shall also be construed as amending the applicable provision of the 20182021 or later edition of the property maintenance code. The property maintenance code, as thus amended, together with all other provisions of this article, shall be known as the city property maintenance code. Section 9. Section 8-2800 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-2800. - Adoption by reference. There is adopted by the city that certain code known as the California Residential Code, 20192022 Edition, based on the 20182021 International Residential Code as published by the International Code Council, (hereinafter referred to in this article as the "Residential Code" or City Council 27 – 8 12/6/2022 Ordinance No. NS-XXX Page 6 of 38 "California Residential Code"), (together with subsequent supplements or amendments shall become effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified), of which not less than one (1) copy of said Code has been and is now on file in the office of the Clerk of the Council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The Residential code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city, except for the changes to the Residential code set forth in this chapter that specifically amends the Residential Code. The Residential code, as thus amended, together with all other provisions of this article, shall be known as the city residential code. Appendices which are adopted pursuant to this section, are as follows: Appendix H, Patio Covers Appendix J, Existing Buildings and Structures Section 10. Section 8-2810 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-2810. - Climatic and Geographic Design Criteria (Table R301.2(1)). Table R301.2(1) is revised to read: TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY f SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP e ICE BARRIER UNDERLAY- MENT REQUIRED h FLOOD HAZARDS g AIR FREEZING INDEX i MEAN ANNUAL TEMP j Speed d (mph) Topo- graphic effects k Special wind regionl Windborne debris zonem Weathering a Frost line Depth b Termite c Zero 11095 No No No D2 or E Negligible 12-24” Very Heavy 43 No See Exhibit B 0 60 For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The weathering column shall be filled in with the weathering index (i.e., "negligible," "moderate" or "severe") for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. City Council 27 – 9 12/6/2022 Ordinance No. NS-XXX Page 7 of 38 b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure R30l.2(A)].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. e. Temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRMs and FBFMs or other flood hazard map adopted by the authority having jurisdiction, as amended. h. In accordance with Sections R905.2.7.1, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with "YES." Otherwise, the jurisdiction shall fill in this part of the table with "NO." i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the l00-year (99%) value on the National Climatic Data Center data table "Air Freezing Index- USA Method (Base 32°)" at www.ncdc.noaa.gov/fpsf.htrnl. j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 32°F)" at www.ncdc.noaa.gov/fpsf.html. k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with "YES." Otherwise, the jurisdiction shall indicate "NO" in this part of the table. City Council 27 – 10 12/6/2022 Ordinance No. NS-XXX Page 8 of 38 l. In accordance with Figure R301.2(5)A, where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with "YES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate "NO" in this part of the table. m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind- borne debris wind zone(s). Otherwise, the jurisdiction shall indicate "NO" in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the jurisdiction. o. The jurisdiction shall fill in this section of the table using the Ground Snow Loads in Figure R301.2(6). Section 11. Section 8-2900 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-2900. - Adoption by reference. There is adopted by the city that certain code known as the California Green Building Standards Code, 20192022 Edition, as published by the International Code Council, (hereinafter referred to in this article as the "California Green Building Standards Code"), (effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified), of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The Green Building Standards code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city. The California Green Building Standards code, as thus amended, together with all other provisions of this article, shall be known as the city Green Building Standards code. Section 12. Section 8-3000 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 8-3000. - Adoption by reference. There is adopted by the city that certain code known as the California Energy Code, 20192022 Edition, as published by the International Code Council, (hereinafter referred to in this article as the "California Energy Code"), (effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless City Council 27 – 11 12/6/2022 Ordinance No. NS-XXX Page 9 of 38 otherwise specified), of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The California Energy Code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city. The California Energy Code, as thus amended, together with all other provisions of this article, shall be known as the city Energy code. Section 13. Article XIX of Chapter 8 of the Santa Ana Municipal Code is hereby added to read as follows: ARTICLE. XIX – CALIFORNIA HISTORICAL BUILDING CODE Sec. 8-3100. - Adoption by reference. There is adopted by the city that certain code known as the California Historical Building Code, 2022 Edition, as published by the International Code Council, (hereinafter referred to in this article as the "California Historical Building Code"), (effective, adopted, and incorporated by reference into this Code on the date specified by the state building standards commission, unless otherwise specified), of which not less than one (1) copy of said Code has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. The California Historical Building Code is adopted and incorporated by reference as though fully set forth at length herein as provided for in section 419 of the Charter of the city. The California Historical Building Code, as thus amended, together with all other provisions of this article, shall be known as the city Historical Building code. Section 14. Section 14-1 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-1. Adoption by reference. There is adopted by the city that certain code known as the California Fire Code 20192022 Edition, based on the 20182021 International Fire Code as published by the International Code Council, (hereinafter referred to in this article as the “California Fire Code” or “fire code”) and the whole thereof including the Appendices therein, errata issued during and after the publishing date, save and except such portions as are hereinafter deleted or amended, of which code not less than one (1) copy has been and is now on file in the office of the clerk of the council of the city pursuant to Health and Safety Code Section 18942(d)(1) and are made available for public inspection. Said code is adopted and incorporated as City Council 27 – 12 12/6/2022 Ordinance No. NS-XXX Page 10 of 38 fully as if set forth at length herein and, subject to all amendments set forth in this article, shall be in effect within the city from the effective date of this article. Any provision of this article amending the above mentioned codes shall be construed as amending the 20182021 and 20192022 editions thereof including such provisions enacted prior to this adoption of the said 20182021 and 20192022 editions and not thereafter repealed. The International Fire Code, 20182021 edition and the California Fire Code 20192022 edition, as thus amended, together with all other provisions of this article, shall be known as the "Fire Code of the City of Santa Ana." Section 15. Section 14-3.1 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-3.1. - Violation penalties (Section 110112.4). Section 110112.4 Violation penalties. 110112.4 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or shall fail to comply with any issued orders or notices or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be subject to penalties assessed as prescribed in the OCFA Prevention Field Services adopted fee schedule. Each day that a violation continues after due notice has been served shall be deemed a separate offense. (a) Section 110112.4.2 Infraction and misdemeanor is hereby added as follows: 110112.4.2 Infraction and misdemeanor. Persons operating or maintaining any occupancy, premises or vehicle subject to this code that shall permit any fire or life safety hazard to exist on premises under their control shall be guilty of an infraction. Persons who fail to take immediate action to abate a fire or life safety hazard when ordered or notified to do so by the chief or a duly authorized representative are guilty of a misdemeanor. Section 16. Section 14-22 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-22. - General requirements (Chapter 3). Chapter 3 General Requirements. Adopt Chapter 3 in its entirety, with the exception of Sections 308.1.4, 311.5 through 311.5.5, 318, and 319, and with the following amendments: City Council 27 – 13 12/6/2022 Ordinance No. NS-XXX Page 11 of 38 (a) Section 304.1.2 Vegetation. Weeds, grass, vines or other growth that is capable of being ignited and endangering property, shall be cut down and removed by the owner or occupant of the premises. Vegetation clearance requirement in urban-wildland interface areas shall be in accordance with Chapter 49. Type, amount, arrangement, and maintenance of vegetation in a fuel modification area, interior slope, or similarly hazardous area shall be in accordance with OCFA Guideline C- 05 “Vegetation Management Guideline—Technical Design for New Construction, Fuel Modification Plans, and Maintenance Program.” (b) Section 305.6 Hazardous Conditions is hereby added as follows: 305.6 Hazardous conditions. Outdoor fires burning wood or other solid fuel are not allowed when any of the following conditions applies: 1. when predicted sustained winds exceed 8 MPH and relative humidity is less than 25%, or a red flag condition has been declared 2. when an official sign was caused to be posted by the fire code official, or a public announcement is made No outdoor fires using any fuel type are permitted when predicted sustained winds exceed 20 MPH or when such fires present a hazard as determined by the fire code official. (c) Section 305.7 Disposal of rubbish is hereby added as follows: 305.7 Disposal of rubbish. Rubbish, trash or combustible waste material shall be burned only within an approved incinerator and in accordance with Section 307.2.1. (d) Section 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES is hereby added as follows: SECTION 307 OPEN BURNING, RECREATIONAL FIRES, FIRE PITS, FIRE RINGS, AND PORTABLE OUTDOOR FIREPLACES Section 307.6 Outdoor Fireplaces, fire Pits, Fire Rings, or similar devices used at Group R Occupancies is hereby added as follows: 307.6 Outdoor Fireplaces, Fire Pits, Fire Rings, or similar devices used at Group R Occupancies. Outdoor fireplaces, fire pits, fire rings, or similar exterior devices used at Group R shall comply with this section. City Council 27 – 14 12/6/2022 Ordinance No. NS-XXX Page 12 of 38 Exception: Barbeques, grills, and other portable devices intended solely for cooking. 307.6.1 Gas-fueled devices. Outdoor fireplaces, fire pits and similar devices fueled by natural gas or liquefied-petroleum gas are allowed when approved by the Building Department and the device is designed to only burn a gas flame and not wood or other solid fuel. At R-3 occupancies, combustible construction shall not be located within three feet of an atmospheric column that extends vertically from the perimeter of the device. At other R occupancies, the minimum distance shall be ten feet. Where a permanent Building Department approved hood and vent is installed, combustible construction may encroach upon this column between the bottom of the hood and the vent opening. Where chimneys or vents are installed, they shall have a spark arrester as defined in Section 202. Section 307.6.2 Devices using wood or fuels other than natural gas or liquefied-petroleum gas is hereby amended as follows: 307.6.2 Devices using wood or fuels other than natural gas or liquefied-petroleum gas. Permanent outdoor fireplaces burning wood or other solid fuel shall be constructed in accordance with the California Building Code with clearance from combustible construction and building openings as required therein. Fires in a fireplace shall be contained within a firebox with an attached chimney. The opening in the face of the firebox shall have an installed and maintained method of arresting sparks. The burning of wood or other solid fuel in a device is not allowed within 25 feet of combustible structures, unless within an approved permanent fireplace. Conditions which could cause a fire to spread within 25 feet of a structure or to vegetation shall be eliminated prior to ignition. Fires in devices burning wood or solid fuel shall be in accordance with Sections 305, 307, and 308. Exceptions: 1. Portable fireplaces and fire rings/pits equipped with a device to arrest sparks shall be located at least 3’ from combustible construction at R-3 occupancies, 2. Portable fireplaces, and fire pits/rings equipped with a device to arrest sparks, shall be located at least 15 feet from combustible structures at other R occupancies. Section 307.6.2.1 Where prohibited is hereby amended as follows: City Council 27 – 15 12/6/2022 Ordinance No. NS-XXX Page 13 of 38 307.6.2.1 Where prohibited. The burning of wood and other solid fuels shall not be conducted within a fuel modification zone, Wildfire Risk Area (WRA), Wildland-Urban Interface Area (WUI), or in locations where conditions could cause the spread of fire to the WRA or WUI. Exceptions: 1. Permanent fireplaces that are not located in a fuel modification zone 2. Where determined by the Fire Code Official that the location or design of the device should reasonably prevent the start of a wildfire. (e) Section 308.1.6.3 Sky lanterns is hereby revised as follows: 308.1.6.3 Sky lanterns. A person shall not ignite, release, or cause to be released a sky lantern. (ge) Section 321 324 Fuel Modification Requirements for New Construction is hereby amended as follows: 321 324 Fuel Modification Requirements for New Construction. All new structures and facilities adjoining land containing hazardous combustible vegetation shall be approved and in accordance with the requirements of OCFA Guideline C-05 “Vegetation Management Guideline – Technical Design for New Construction Fuel Modification Plans and Maintenance Program.” (hf) Section 322 325 Clearance of brush or vegetation growth from roadways is hereby amended as follows: 322 325 Clearance of brush or vegetation growth from roadways. The fire code official is authorized to cause areas within 10 feet (3048 mm) on each side of portions of highways and private streets which are improved, designed or ordinarily used for vehicular traffic, to be cleared of flammable vegetation and other combustible growth. Measurement shall be from the flow-line or the end of the improved edge of the roadway surfaces. Exception: Single specimens of trees, ornamental shrubbery or cultivated ground cover such as green grass, ivy, succulents or similar plants used as ground covers, provided that they do not form a means of readily transmitting fire. (ig) Section 323 326 Unusual Circumstances is hereby amended as follows: City Council 27 – 16 12/6/2022 Ordinance No. NS-XXX Page 14 of 38 323 326 Unusual circumstances. The fire code official may suspend enforcement of the vegetation management requirements and require reasonable alternative measures designed to advance the purpose of this code if determined that in any specific case that any of the following conditions exist: 1. Difficult terrain. 2. Danger of erosion. 3. Presence of plants included in any state and federal resources agencies, California Native Plant Society and county-approved list of wildlife, plants, rare, endangered and/or threatened species. 4. Stands or groves of trees or heritage trees. 5. Other unusual circumstances that make strict compliance with the clearance of vegetation provisions undesirable or impractical. (jh) Section 324 327 Use of Equipment is hereby added as follows: 324 327Use of equipment. Except as otherwise provided in this section, no person shall use, operate, or cause to be operated in, upon or adjoining any hazardous fire area any internal combustion engine which uses hydrocarbon fuels, unless the engine is equipped with a spark arrester as defined in Section 202 maintained in effective working order, or the engine is constructed, equipped and maintained for the prevention of fire. Exception: 1. Engines used to provide motor power for trucks, truck tractors, buses, and passenger vehicles, except motorcycles, are not subject to this section if the exhaust system is equipped with a muffler as defined in the Vehicle Code of the State of California. 2. Turbocharged engines are not subject to this section if all exhausted gases pass through the rotating turbine wheel, there is no exhaust bypass to the atmosphere, and the turbocharger is in good mechanical condition. (ki) Section 324327.1 Use of Equipment and Devices Generating Heat, Sparks or Open Flames is hereby amended as follows: 324327.1 Equipment and devices generating heat, sparks or open flames. During any time of the year within Wildfire Risk Areas, within or City Council 27 – 17 12/6/2022 Ordinance No. NS-XXX Page 15 of 38 immediately adjacent to any forest- or brush-covered land or non-irrigated grass-covered land, no person shall use or operate any welding equipment, cutting torches, tar pots, grinding devices, or other tools or equipment that may produce a spark, fire, or flame that could result in a wildfire without doing the following: 1. First clearing away all flammable material, including snags, from the area around such operation for a distance of 30 feet or other approved method to reduce fire spread into the wildlands. If 30 foot clearing cannot be achieved then an alternate method shall be approved by the AHJ prior to work starting. 2. Maintain one serviceable round point shovel with an overall length of not less than forty-six (46) inches and one backpack pump water-type fire extinguisher fully equipped and ready for use at the immediate area during the operation. 3. Stop work when winds are 8 MPH during periods when relative humidity is less than 25%, or a red flag condition has been declared or public announcement is made, when an official sign was caused to be posted by the fire code official, or when such fires present a hazard as determined by the fire code official. 4. Keep a cell phone nearby and call 911 immediately in case of a fire. (lj) Section 324327.2 Spark arresters is hereby added as follows: 324327.2 Spark arresters. Spark arresters shall comply with Section 202, and when affixed to the exhaust system of engines or vehicles subject to Section 324 327 shall not be placed or mounted in such a manner as to allow flames or heat from the exhaust system to ignite any flammable material. Section 17. Section 14-23 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-23. - Emergency planning and preparedness (Chapter 4). Chapter 4: Emergency Planning and Preparedness. Adopt only those sections and subsections adopted by SFM with the following amendment. Section 407.5 is revised as follows: City Council 27 – 18 12/6/2022 Ordinance No. NS-XXX Page 16 of 38 407.5 Hazardous Materials Inventory Statement. Where required by the fire code official, each application for a permit shall include OCFA’s Chemical Classification Guideline in accordance with Section 5001.5.2. Chapter 4: Emergency Planning and Preparedness. Only the following Sections listed below are adopted: 1. 401 – 401.9 2. 402 3. 403.2 4. 403.5 – 403.5.4 5. 403.10.2.1.1 6. 403.13 – 403.13.3 7. 404.5 – 404.6.6 8. 407 Section 18. Section 14-24 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-24. - Fire service features (Chapter 5). Chapter 5 Fire Service Features is adopted in its entirety with the following amendments: (a) SECTION 501.1 Scope is revised to read as follows: 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter and, where required by the fire code official, with OCFA Guideline B-091, “Fire Master Plan for Commercial & Residential Development.” Fire service features for buildings, structures and premises located in State Responsibility Areas, and Local Responsibility Areas designated as Very High Hazard Fire Severity Zone shall also comply with OCFA Guideline B-09a, “Fire Safe Development in State Responsibility Areas, and Local Responsibility Areas designated as Very High Hazard Fire Severity Zone”. (b) Section 505.1 Address Identification is revised as follows: 505.1 Address identification. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or City Council 27 – 19 12/6/2022 Ordinance No. NS-XXX Page 17 of 38 alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm) for R-3 occupancies, for all other occupancies the numbers shall be a minimum of 6 inches high with a minimum stroke width of 1 inch. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. (cb) Section 510.1 Emergency responder radio coverage is revised to read as follows: 510.1 Emergency responder radio coverage in new buildings. All new buildings shall have approved radio coverage for emergency responders within the building based upon the existing coverage levels of the public safety communication systems utilized by the jurisdiction measured at the exterior of the building. This section shall not require improvement of the existing public safety communication systems. The Emergency Responder Radio Coverage System shall comply with the Orange County Sheriff’s Department, Communications and Technology Division guidelines and specifications and, where the functionality or performance requirements in the California Fire Code are more stringent, this code. Exceptions: 1. In buildings or structures where it is determined by the fire code official that the radio coverage system is not needed, including but not limited to the following: a. Existing buildings or structures, unless required by the Building Official and OCFA for buildings and structures undergoing extensive remodel and/or expansion. b. Elevators. c. Structures that meet all of the following: i. Three stories or less, and ii. Do not have subterranean storage or parking, and iii. Do not exceed 50,000 square feet on any single story. d. Structures that meet all of the following: i. Residential structures four stories or less, and ii. Constructed of wood, and iii. Do not have subterranean storage or parking, and iv. Are not built integral to an above ground multi-story parking structure. City Council 27 – 20 12/6/2022 Ordinance No. NS-XXX Page 18 of 38 Should a structure that is three stories or less and 50,000 square feet or smaller on any single story include subterranean storage or parking, then this ordinance shall apply only to the subterranean areas. 2. In facilities where emergency responder radio coverage is required and such systems, components or equipment required could have a negative impact on the normal operations of the facility, the fire code official shall have the authority to accept an automatically activated emergency radio coverage system. (d) Section 510.2 Emergency responder radio coverage in existing buildings is deleted without replacement. (e) Section 510.3 Permit required is deleted without replacement. (f) Section 510.4.2.2 Technical Criteria is adopted without amendment. (g) Section 510.5.1 Approval prior to installation is adopted without amendment. (h) Section 510.5.2 Minimum qualification of personnel is removed without replacement. (i) Section 510.5.3 Acceptance test procedure is adopted without amendment. (j) Section 510.6.1 Testing and proof of compliance is adopted without amendment. Section 19. Section 14-30 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-30. - Fire protection and Life Safety Systems (Chapter 9). Chapter 9 Fire protection and Life Safety Systems is adopted in its entirety with the following amendments: (a) Section 903.2 Where required is hereby amended as follows: 903.2 Where required. Approved automatic sprinkler systems in buildings and structures shall be provided when one of the following conditions exists: 1. New buildings: Notwithstanding any applicable provisions of Sections 903.2.1 through 903.2.19, an automatic fire- extinguishing system shall also be installed in all City Council 27 – 21 12/6/2022 Ordinance No. NS-XXX Page 19 of 38 occupancies when the total building area exceeds 5,000 square feet (465 m2) as defined in Section 202, regardless of fire areas or allowable area, or is more than two stories in height. Exception: Subject to approval by the Fire Code Official, open parking garages in accordance with Section 406.5 of the California Building Code that are smaller than the area specified in section 903.2.10 (3) or 903.2.10.1 of the California Fire Code. 2. Existing Buildings: Notwithstanding any applicable provisions of this code, an automatic sprinkler system shall be provided in an existing building when an addition occurs and one of the following conditions exists: a. When an addition is 33% or more of the existing building area, and the resulting building area exceeds 5000 square feet (465 m2) as defined in Section 202; or b. When an addition exceeds 2000 square feet (186 m2) and the resulting building area exceeds 5000 square feet (465 m2) as defined in Section 202; or c. An additional story is added above the second floor regardless of fire areas or allowable area. Exception: Group R-3 occupancies shall comply with Section 903.2.8. (b) Section 903.3.5.3 Hydraulically calculated systems is hereby added as follows: 903.3.5.3 Hydraulically calculated systems. The design of hydraulically calculated fire sprinkler systems shall not exceed 90% of the water supply capacity. Exception: When static pressure exceeds 100 psi, and required by the Fire Code Official, the fire sprinkler system shall not exceed water supply capacity specified by Table 903.3.5. City Council 27 – 22 12/6/2022 Ordinance No. NS-XXX Page 20 of 38 TABLE 903.3.5.3 HYDRAULICALLY CALCULATED SYSTEMS City Council 27 – 23 12/6/2022 Ordinance No. NS-XXX Page 21 of 38 Section 20. Section 14-31 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-31. - Construction requirements for Existing Buildings (Chapter 11). Chapter 11 Construction Requirements for Existing Buildings: Adopt only those sections and subsections adopted by SFM. Sec. 14-31. – Energy Systems (Chapter 12). Chapter 12 Energy Systems is adopted in its entirety with the following amendments added: 1201.1.1 Other Systems Where required by the fire code official, other systems and operations including but not limited to battery systems assembly, battery reconditioning and storage, research and development of battery storage systems, electric vehicle manufacturing and testing, and battery charging systems for cars and carts inside of buildings or structures, shall comply with this chapter. Section 21. Section 14-32 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-32. – Construction requirements for Existing Buildings (Chapter 11). Sec. 14-32. - Energy Systems (Chapter 12). Chapter 12 Energy Systems is adopted in its entirety as amended by SFM.Chapter 11 Construction Requirements for Existing Buildings: Only the following Sections and Subsections are adopted: 1103.7 1103.7.3 1103.7.3.1 1103.7.8 – 1103.7.8.2 1103.7.9 – 1103.7.9.10 1103.8 – 1103.8.5.3 1103.9.1 1107 1113 1114 1115 1116 Section 22. Section 14-34 of the Santa Ana Municipal Code is hereby amended to read as follows: City Council 27 – 24 12/6/2022 Ordinance No. NS-XXX Page 22 of 38 Sec. 14-34. - Lumber Yards and Agro-Industrial, Solid Biomass and Woodworking Facilities (Chapter 28). Chapter 28 Lumber Yards and Agro-Industrial, Solid Biomass and Woodworking Facilities is adopted in its entirety with the following amendments: (a) Section 2801.2 Permit is hereby revised as follows: 2801.2 Permit. Permits shall be required as set forth in Section 105.6. and 105.6.29. (b) Section 2808.2 Storage site is hereby revised as follows: 2808.2 Storage site. Storage sites shall be level and on solid ground, elevated soil lifts or other all-weather surface. Sites shall be thoroughly cleaned and approval obtained from the fire code official before transferring products to the site. (c) Section 2808.3 Size of piles is hereby revised as follows: 2808.3 Size of piles. Piles shall not exceed 15 feet in height, 50 feet in width and 100 feet in length. Exception: The fire code official is authorized to allow the pile size to be increased where a fire protection plan is provided for approval that includes, but is not limited to, the following: 1. Storage yard areas and materials-handling equipment selection, design and arrangement shall be based upon sound fire prevention and protection principles. 2. Factors that lead to spontaneous heating shall be identified in the plan, and control of the various factors shall be identified and implemented, including provisions for monitoring the internal condition of the pile. 3. The plan shall include means for early fire detection and reporting to the public fire department; and facilities needed by the fire department for fire extinguishment including a water supply and fire hydrants. 4. Fire apparatus access roads around the piles and access roads to the top of the piles shall be established, identified and maintained. City Council 27 – 25 12/6/2022 Ordinance No. NS-XXX Page 23 of 38 5. Regular yard inspections by trained personnel shall be included as part of an effective fire prevention maintenance program. Additional fire protection called for in the plan shall be provided and shall be installed in accordance with this code. The increase of the pile size shall be based upon the capabilities of the installed fire protection system and features. (d) Section 2808.4 Pile Separation is hereby added as follows: 2808.4. Pile separation. Piles shall be separated from adjacent piles by a minimum distance of 20 feet. Additionally, piles shall have a minimum separation of 100 feet from combustible vegetation. (e) Section 2808.7 Pile fire protection is hereby revised as follows: 2808.7 Pile fire protection. Automatic sprinkler protection shall be provided in conveyor tunnels and combustible enclosures that pass under a pile. Combustible conveyor systems and enclosed conveyor systems shall be equipped with an approved automatic sprinkler system. Oscillating sprinklers with a sufficient projectile reach are required to maintain a 40% to 60% moisture content and wet down burning/smoldering areas. (f) Section 2808.9 Material-handling equipment is hereby revised as follows: 2808.9 Material-handling equipment. All material handling equipment operated by an internal combustion engine shall be provided and maintained with an approved spark arrester. Approved material-handling equipment shall be available for moving wood chips, hogged material, wood fines and raw product during fire-fighting operations. (g) Section 2808.11 Temperature control, is hereby added as follows: 2808.11 Temperature control. The temperature shall be monitored and maintained as specified in Sections 2808.11.1 and 2808.11.2. (h) Section 2808.11.1 Pile temperature control, is hereby added as follows: 2808.11.1 Pile temperature control. Piles shall be rotated when the internal temperature readings are in excess of 165 degrees Fahrenheit. (i) Section 2808.11.2 New material temperature control, is hereby added as follows: 2808.11.2 New material temperature control. New loads delivered to the facility shall be inspected and tested at the facility entry prior to taking delivery. Material with temperature exceeding 165 degrees Fahrenheit shall not be City Council 27 – 26 12/6/2022 Ordinance No. NS-XXX Page 24 of 38 accepted on the site. New loads shall be monitored to verify that the temperature remains stable. (j) Section 2808.12 Water availability is hereby added as follows: 2808.12 Water Availability. Facilities with over 2500 cubic feet shall provide a water supply. The minimum fire flow shall be no less than 500 GPM @ 20 psi for a minimum of 1 hour duration for pile heights up to 6 feet and 2 hour duration for pile heights over 6 feet. If there is no water purveyor, an alternate water supply with storage tank(s) shall be provided for fire suppression. The water supply tank(s) shall provide a minimum capacity of 2500 gallons per pile (maximum 30,000 gallons) for piles not exceeding 6 feet in height and 5000 gallons per pile (maximum 60,000) for piles exceeding 6 feet in height. Water tank(s) shall not be used for any other purpose unless the required fire flow is left in reserve within the tank at all times. An approved method shall be provided to maintain the required amount of water within the tank(s). (k) Section 2808.13 Tipping area is hereby added as follows: 2808.13 Tipping areas shall comply with the following: 1. Tipping areas shall not exceed a maximum area of 50 feet by 50 feet. 2. Material within a tipping area shall not exceed 5 feet in height at any time. 3. Tipping areas shall be separated from all piles by a 20 foot wide fire access lane. 4. A fire hydrant or approved fire water supply outlet shall be located within 150 feet of all points along the perimeter of the tipping area. 5. All material within a tipping area shall be processed within 5 days of receipt. (l) Section 2808.14 Emergency Contact is hereby added as follows: 2808.14 Emergency Contact. The contact information of a responsible person or persons shall be provided to the Fire Department and shall be posted at the entrance to the facility for responding units. The responsible party should be available to respond to the business in emergency situations (m) Section 2808.15 Maximum Grid of Piles and Rows is hereby added as follows: City Council 27 – 27 12/6/2022 Ordinance No. NS-XXX Page 25 of 38 2808.15 Maximum Grid of Piles and Rows, Rows of Piles shall not exceed 500 feet by 500 feet. Grids shall be separated by a minimum 50 foot clear space used for no other purpose. (n) 2808.16 Push-out / Clear area is hereby added as follows: 2808.16 Push-out / Clear area Piles exceeding 20 cubic yards shall be provided with push-out areas. Push-out areas shall be maintained clear at all times to allow for the largest pile to be spread out to a depth of 2 feet in height. Push-out areas shall be located within 250 feet of all edges of any pile and shall be located a minimum of 20 feet from any building. Section 23. Section 14-35 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-35. - Requirements for wildland-urban interface fire areas (Chapter 49). Chapter 49 Requirements for Wildland-Urban Interface Fire Areas is adopted in its entirety with the following amendment: Section 4903.3 Fuel Modification Plans is hereby added as follows: 4903.3 Fuel Modification Plans. Fuel modification plans shall be reviewed and approved by OCFA for all new buildings to be built or installed in a wildfire risk area. Plans shall meet the criteria set forth in OCFA Guideline C-05 “Vegetation Management Guideline – Technical Design for New Construction Fuel Modification Plans and Maintenance Program.” Chapter 49 Requirements for Wildland-Urban Interface Fire Areas is adopted in its entirety with the following amendments: Section 4906.3 Requirements is hereby revised as follows: 4906.3 Requirements. Hazardous vegetation and fuels around all applicable buildings and structure shall be maintained in accordance with the following laws and regulations: 1. Public Resources Code, Section 4291. 2. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 3, Section 1299 (see guidance for implementation “General Guideline to Create Defensible Space”). 3. California Government Code, Section 51182. City Council 27 – 28 12/6/2022 Ordinance No. NS-XXX Page 26 of 38 4. California Code of Regulations, Title 19, Division 1, Chapter 7, Subchapter 1, Section 3.07. 5. OCFA Guideline C-05 “Vegetation Management Guideline – Technical Design for New Construction Fuel Modification Plans and Maintenance Program.” Section 4908 Fuel Modification Requirements for New Construction is hereby added as follows: 4908 Fuel Modification Requirements for New Construction. All new buildings to be built or installed in a Wildfire Risk Area shall comply with the following: 1. Preliminary fuel modification plans shall be submitted to and approved by the fire code official prior to or concurrently with the approval of any tentative map. 2. Final fuel modification plans shall be submitted to and approved by the fire code official prior to the issuance of a grading permit. 3. The fuel modification plans shall meet the criteria set forth in the Fuel Modification Section of OCFA Guideline C-05 “Vegetation Management Guideline – Technical Design for New Construction Fuel Modification Plans and Maintenance Program.” 3.1 The fuel modification plan shall include provisions for the maintenance of the fuel modification in perpetuity. 4. The fuel modification plan may be altered if conditions change. Any alterations to the fuel modification areas shall have prior approval from the fire code official. 5. All elements of the fuel modification plan shall be maintained in accordance with the approved plan and are subject to the enforcement process outlined in the Fire Code. Section 24. Section 14-36 of the Santa Ana Municipal Code is hereby deleted in its entirety and reenacted in full as follows: Sec. 14-36. Hazardous Materials – General Provisions (Chapter 50) Chapter 50 Hazardous Materials – General Provisions is adopted in its entirety as amended by SFM with the following amendments. City Council 27 – 29 12/6/2022 Ordinance No. NS-XXX Page 27 of 38 (a) Section 5001.5.2 Hazardous Materials Inventory Statement (HMIS), is hereby revised as follows: 5001.5.2 Hazardous Materials Inventory Statement (HMIS). Where required by the fire code official, an application for a permit shall include. Orange County Fire Authority’s Chemical Classification Guideline, which shall be completed and approved prior to approval of plans, and/or the storage, use or handling of chemicals on the premises. (b) Section 5003.1.1.1 Extremely Hazardous Substances is hereby added as follows: 5003.1.1.1 Extremely Hazardous Substances. No person shall use or store any amount of extremely hazardous substances (EHS) in excess of the disclosable amounts (see Health and Safety Code Section 25500 et al) in a residential zoned or any residentially developed property. Section 25. Section 14-38 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-38 - Explosives and fireworks (Chapter 56). Chapter 56 Explosives and Fireworks is adopted in its entirety as amended by SFM with the following amendments: (a) Section 5608.2 Firing is hereby added as follows: 5608.2 Firing. All fireworks display, regardless of mortar, device, or shell size, shall be electrically fired. (b) Section 5608.3 Application for Permit is hereby added as follows: Section 5608.3 Application for Permit. A diagram of the grounds on which the display is to be held showing the point at which the fireworks are to be discharged, the fallout area based on 100 feet per inch of shell size, the location of all buildings, roads, and other means of transportation, the lines behind which the audience will be restrained, the location of all nearby trees, telegraph or telephone line, or other overhead obstructions shall be provided to OCFA. Section 26. Section 14-39 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-39 - Flammable and combustible liquids (Chapter 57). City Council 27 – 30 12/6/2022 Ordinance No. NS-XXX Page 28 of 38 Flammable and Combustible Liquids (Chapter 57) Adopt Chapter 57, as adopted and amended by SFM. is adopted in its entirety with the exception of Section 5707 and with the following amendment: Section 5701.1.1 On-Demand Mobile fueling is added as follows: Section 5701.1.1 On-Demand Mobile fueling. On-demand mobile fueling of Class I, II, and III liquids into the fuel tanks of vehicles is prohibited. Section 27. Section 14-40 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-40. - Flammable Gases and Flammable Cryogenic Fluids (Chapter 58). Chapter 58 Flammable Gases and Flammable Cryogenic Fluids Adopt Chapter 58 in its entirety as amended by SFM. is adopted with the exception of section 5809, in its entirety and with the following amendment: Section 5801.1 Scope is revised as follows: Section 5801.1 Scope. The storage and use of flammable gases and flammable cryogenic fluids shall be in accordance with this chapter, NFPA 2 and NFPA 55. Compressed gases shall also comply with Chapter 53 and cryogenic fluids shall also comply with Chapter 55. Flammable cryogenic fluids shall comply with Section 5806. Hydrogen motor fuel-dispensing stations and repair garages and their associated above-ground hydrogen storage systems shall also be designed, constructed and maintained in accordance with Chapter 23. Mobile fueling of gaseous and liquid hydrogen, compressed natural gas (CNG), and liquefied natural gas (LNG) into the fuel tanks of vehicles is prohibited. Exceptions: 1. Gases used as refrigerants in refrigeration systems (see Section 605). 2. Liquefied petroleum gases and natural gases regulated by Chapter 61. 3. Fuel-gas systems and appliances regulated under the California Mechanical Code and the California Plumbing Code other than gaseous hydrogen systems and appliances. 4. Pyrophoric gases in accordance with Chapter 64. City Council 27 – 31 12/6/2022 Ordinance No. NS-XXX Page 29 of 38 Section 28. Section 14-41 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-41 - Referenced standards (Chapter 80). (a) NFPA 13, 2022 Edition, Standard for the Installation of Sprinkler Systems is hereby amended as follows: (1) Section 16.12.3.3 is hereby revised as follows: 16.12.3.3 Fire department connections (FDC) shall be of an approved type. The location shall be approved and be no more than 150 feet from a public hydrant. The FDC may be located within 150 feet of a private fire hydrant when approved by the fire code official. The size of piping and the number of 2½” inlets shall be approved by the fire code official. If acceptable to the water authority, it may be installed on the backflow assembly. Fire department inlet connections shall be painted OSHA safety red or as approved. When the fire sprinkler density design requires more than 500 gpm (including inside hose stream demand), or a standpipe system is included, four 2½” inlets shall be provided. (2) Section 9.4.3.1 is hereby revised as follows: 9.4.3.1 When fire sprinkler systems are installed in shell buildings of undetermined use (Spec Buildings) other than warehouses (S occupancies), fire sprinklers of the quick-response type shall be used. Use is considered undetermined if a specific tenant/occupant is not identified at the time the fire sprinkler plan is submitted. Sprinklers in light hazard occupancies shall be one of the following: (1) Quick-response type as defined in 3.6.4.8 (2) Residential sprinklers in accordance with the requirements of 8.4.5 (3) Quick response CMSA sprinklers (4) ESFR sprinklers (5) Standard-response sprinklers used for modifications or additions to existing light hazard systems equipped with standard-response sprinklers (6) Standard-response sprinklers used where individual standard-response sprinklers are replaced in existing light hazard systems (3) Section 9.2.1.7 is hereby revised as follows: 9.2.1.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection when approved by fire code official. (b) NFPA 13D 2022 Edition, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes is hereby amended as follows: City Council 27 – 32 12/6/2022 Ordinance No. NS-XXX Page 30 of 38 (1) Section 7.1.2 is hereby revised as follows: 7.1.2 The sprinkler system piping shall not have separate control valves installed unless supervised by a central station, proprietary, or remote station alarm service. (c) NFPA 14, 2019 Edition, Installation of Standpipe and Hose Systems is hereby amended as follows: Section 7.3.1.1 is hereby is deleted in its entirety. (d) NFPA 24, 2019 Edition, Standard for the Installation of Private Fire Service Mains and Their Appurtenances is hereby amended as follows: (1) Section 6.2.8.1 is hereby added as follows: 6.2.8.1 All indicating valves controlling fire suppression water supplies shall be painted OSHA red. Exceptions: 1. Brass or bronze valves on sprinkler risers mounted to the exterior of the building may be left unpainted. 2. Where OS&Y valves on the detector check assembly are the only control valves, at least one OS&Y valve shall be painted red. (2) Section 6.2.9 is hereby amended as follows: All connections to private fire service mains for fire protection systems shall be arranged in accordance with one of the following so that they can be isolated: (1) A post indicator valve installed not less than 40 ft (12 m) from the building (a) For buildings less than 40 ft (12 m) in height, a post indicator valve shall be permitted to be installed closer than 40 ft (12 m) but at least as far from the building as the height of the wall facing the post indicator valve. (2) A wall post indicator valve (3) An indicating valve in a pit, installed in accordance with Section 6.4 (4) A backflow preventer with at least one indicating valve not less than 40 ft (12 m) from the building (a) For buildings less than 40 ft (12 m) in height, a backflow preventer with at least one indicating valve shall be permitted to be installed City Council 27 – 33 12/6/2022 Ordinance No. NS-XXX Page 31 of 38 closer than 40 ft (12 m) but at least as far from the building as the height of the wall facing the backflow preventer. (5) Control valves installed in a fire-rated room accessible from the exterior (6) Control valves in a fire-rated stair enclosure accessible from the exterior (3) Section 10.1.5 is hereby added as follows: 10.1.5 All ferrous pipe and joints shall be polyethylene encased per AWWA C150, Method A, B, or C. All fittings shall be protected with a loose 8-mil polyethylene tube or sheet. The ends of the tube or sheet shall extend past the joint by a minimum of 12 inches and be sealed with 2-inch-wide tape approved for underground use. Galvanizing does not meet the requirements of this section. Exception: 304 or 316 Stainless Steel pipe and fittings (4) Section 10.4.1.1 is hereby revised as follows: 10.4.1.1 All bolted joint accessories shall be cleaned and thoroughly coated with asphalt or other corrosion-retarding material after installation. Exception: Bolted joint accessories made from 304 or 316 stainless steel. (5) Section 10.4.1.1.1 is hereby added as follows: 10.4.1.1.1 All bolts used in pipe-joint assembly shall be 316 stainless steel. (6) Section 10.4.3.2 is hereby added as follows: 10.4.3.2. Where fire service mains enter the building adjacent to the foundation, the pipe may run under a building to a maximum of 24 inches, as measured from the interior face of the exterior wall to the center of the vertical pipe. The pipe under the building or building foundation shall be 304 or 316 stainless steel and shall not contain mechanical joints or it shall comply with 10.4.3.2.1 through 10.4.3.2.4. (a) NFPA 13, 2016 Edition, Standard for the Installation of Sprinkler Systems is hereby amended as follows: (1) Section 6.7.3 is hereby amended as follows: 6.7.3 Fire department connections (FDC) shall be of an approved type. The location shall be approved and be no more than 150 feet from a public hydrant. The FDC may be located within 150 feet of a private fire hydrant when approved by the fire code official. The size of piping and the number of 2½” inlets shall be approved by the fire code official. If acceptable to the City Council 27 – 34 12/6/2022 Ordinance No. NS-XXX Page 32 of 38 water authority, it may be installed on the backflow assembly. Fire department inlet connections shall be painted OSHA safety red or as approved. When the fire sprinkler density design requires more than 500 gpm (including inside hose stream demand), or a standpipe system is included, four 2½” inlets shall be provided. (2) Section 8.3.3.1 is hereby amended as follows: 8.3.3.1. When fire sprinkler systems are installed in shell buildings of undetermined use (Spec Buildings) other than warehouses (S occupancies), fire sprinklers of the quick-response type shall be used. Use is considered undetermined if a specific tenant/occupant is not identified at the time the fire sprinkler plan is submitted. Sprinklers in light hazard occupancies shall be one of the following: 1. Quick-response type as defined in 3.6.4.8 2. Residential sprinklers in accordance with the requirements of 8.4.5 3. Quick response CMSA sprinklers 4. ESFR sprinklers 5. Standard-response sprinklers used for modifications or additions to existing light hazard systems equipped with standard- response sprinklers 6. Standard-response sprinklers used where individual standard- response sprinklers are replaced in existing light hazard systems (3) Section 8.15.1.2.7 is hereby added and revised as follows: 8.15.1.2.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection when approved by the fire code official. (4) Section 11.1.1.1 is hereby added as follows: 11.1.1.1 When fire sprinkler systems are required in buildings of undetermined use other than warehouses, they shall be designed and installed to have a fire sprinkler density of not less than that required for an Ordinary Hazard Group 2 use, with no reduction(s) in density or design area. Warehouse fire sprinkler systems shall be designed to Figure 16.2.1.3.2 (d) curve "G". Use is considered undetermined if a specific tenant/occupant is not identified at the time the sprinkler plan is submitted. City Council 27 – 35 12/6/2022 Ordinance No. NS-XXX Page 33 of 38 Where a subsequent occupancy requires a system with greater capability, it shall be the responsibility of the occupant to upgrade the system to the required density for the new occupancy. (5) Section 11.2.3.1.1.1 is hereby added as follows: 11.2.3.1.1.1 The available water supply for fire sprinkler system design shall be determined by one of the following methods, as approved by the Fire Code Official: 1) Subtract the project site elevation from the low water level for the appropriate pressure zone and multiply the result by 0.433; 2) Use a maximum of 40 psi, if available; 3) Utilize the Orange County Fire Authority water-flow test form/directions to document a flow test conducted by the local water agency or an approved third party licensed in the State of California. NFPA 13D 2016 Edition, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes is hereby amended as follows: Section 7.1.2 is hereby revised as follows: 7.1.2 The sprinkler system piping shall not have separate control valves installed unless supervised by a central station, proprietary, or remote station alarm service one of the following methods: (1) Central station, proprietary, or remote station alarm service. (2) Local alarm service that causes the sounding of an audible signal at a constantly attended location. (3) Valves that are locked open. NFPA 14, 2013 Edition, Installation of Standpipe and Hose Systems is hereby amended as follows: Section 7.3.1.1 is hereby is deleted in its entirety and replaced as follows: 7.3.1.1 Class I and III Standpipe hose connections shall be unobstructed and shall be located not less than 18 inches or more than 24 inches above the finished floor. Class II Standpipe hose connections shall be unobstructed and shall be located not less than 3 feet or more than 5 feet above the finished floor. City Council 27 – 36 12/6/2022 Ordinance No. NS-XXX Page 34 of 38 NFPA 24, 2016 Edition, Standard for the Installation of Private Fire Service Mains and Their Appurtenances is hereby amended as follows: Section 6.2.8.1 is hereby added as follows: 6.2.8.1 All indicating valves controlling fire suppression water supplies shall be painted OSHA red. Exceptions: 1. Brass or bronze valves on sprinkler risers mounted to the exterior of the building may be left unpainted. 2. Where OS&Y valves on the detector check assembly are the only control valves, at least one OS&Y valve shall be painted red. Section 6.2.9 is hereby amended as follows: All connections to private fire service mains for fire protection systems shall be arranged in accordance with one of the following so that they can be isolated: (1) A post indicator valve installed not less than 40 ft (12 m) from the building (a) For buildings less than 40 ft (12 m) in height, a post indicator valve shall be permitted to be installed closer than 40 ft (12 m) but at least as far from the building as the height of the wall facing the post indicator valve. (2) A wall post indicator valve (3) An indicating valve in a pit, installed in accordance with Section 6.4 (4) A backflow preventer with at least one indicating valve not less than 40 ft (12 m) from the building (a) For buildings less than 40 ft (12 m) in height, a backflow preventer with at least one indicating valve shall be permitted to be installed closer than 40 ft (12 m) but at least as far from the building as the height of the wall facing the backflow preventer. (5) Control valves installed in a fire-rated room accessible from the exterior. (6) Control valves in a fire-rated stair enclosure accessible from the exterior. City Council 27 – 37 12/6/2022 Ordinance No. NS-XXX Page 35 of 38 Section 10.1.5 is hereby added as follows: 10.1.5 All ferrous pipe and joints shall be polyethylene encased per AWWA C150, Method A, B, or C. All fittings shall be protected with a loose 8-mil polyethylene tube or sheet. The ends of the tube or sheet shall extend past the joint by a minimum of 12 inches and be sealed with 2 inch wide tape approved for underground use. Galvanizing does not meet the requirements of this section. Exception: 304 or 316 Stainless Steel pipe and fittings Section 10.4.1.1 is hereby revised as follows: 10.4.1.1 All bolted joint accessories shall be cleaned and thoroughly coated with asphalt or other corrosion-retarding material after installation. Exception: Bolted joint accessories made from 304 or 316 stainless steel. Section 10.4.1.1.1 is hereby added as follows: 10.4.1.1.1 All bolts used in pipe-joint assembly shall be 316 stainless steel. Section 10.4.3.2 is hereby deleted and replaced as follows: 10.4.3.2 Where approved, private fire service mains supplying systems within the building shall be permitted to extend more than 10 ft. under the building when all of the requirements of 10.4.3.2.1 through 10.4.3.2.4 are met. Where fire service mains enter the building adjacent to the foundation, the pipe may run under a building to a maximum of 24 inches, as measured from the interior face of the exterior wall to the center of the vertical pipe. The pipe under the building or building foundation shall be 304 or 316 stainless steel and shall not contain mechanical joints or it shall comply with 10.4.3.2.1 through 10.4.3.2.4. Section 29. Section 14-47 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 14-47. - Appendices. Appendix A is deleted in its entirety. Appendix B is adopted in its entirety. Appendix BB is adopted in its entirety. Appendix C is adopted in its entirety. Appendix CC is adopted in its entirety. Appendix D is deleted in its entirety. City Council 27 – 38 12/6/2022 Ordinance No. NS-XXX Page 36 of 38 Appendix E is deleted in its entirety. Appendix F is deleted in its entirety. Appendix G is deleted in its entirety. Appendix H is deleted in its entirety. Appendix I is deleted in its entirety. Appendix J is deleted in its entirety. Appendix K is deleted in its entirety. Appendix L is deleted in its entirety. Appendix M is deleted in its entirety. Appendix N is deleted in its entirety. Appendix O is deleted in its entirety. Appendix A is deleted in its entirety without amendments. Appendix B is adopted in its entirety with amendments outlined in Guideline B- 09. Appendix BB is adopted in its entirety without amendments. Appendix C is adopted in its entirety without amendments. Appendix CC is adopted in its entirety without amendments. Appendix D is deleted in its entirety without amendments. Appendix E is deleted in its entirety without amendments. Appendix F is deleted in its entirety without amendments. Appendix G is deleted in its entirety without amendments. Appendix H is deleted in its entirety without amendments. Appendix I is deleted in its entirety without amendments. Appendix J is deleted in its entirety without amendments. City Council 27 – 39 12/6/2022 Ordinance No. NS-XXX Page 37 of 38 Appendix K is deleted in its entirety without amendments. Appendix L is deleted in its entirety without amendments. Appendix M is deleted in its entirety without amendments. Appendix N is deleted in its entirety without amendments. Appendix O is deleted in its entirety without amendments. Section 30. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional. Section 31. This Ordinance shall become effective thirty (30) days after its adoption. Section 32. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law. ADOPTED this ____ day of ________, 2022. _______________________ Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney By:________________________ John M. Funk Chief Assistant City Attorney City Council 27 – 40 12/6/2022 Ordinance No. NS-XXX Page 38 of 38 AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________ CERTIFICATE OF ATTESTATION AND ORIGINALITY I, ___________, Clerk of the Council, do hereby attest to and certify that the attached Ordinance No. NS-XXX to be the original ordinance adopted by the City Council of the City of Santa Ana on ____________, _____ and that said ordinance was published in accordance with the Charter of the City of Santa Ana. Date: ________________ ____________________________________ Clerk of the Council City of Santa Ana City Council 27 – 41 12/6/2022 Resolution 2022-XXX Page 1 of 7 RESOLUTION NO. 2022-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA SETTING FORTH FINDINGS WITH RESPECT TO LOCAL CONDITIONS WITHIN THE CITY OF SANTA ANA THAT JUSTIFY CERTAIN MODIFICATIONS AND CHANGES TO THE CALIFORNIA BUILDING CODE, CALIFORNIA RESIDENTIAL CODE, CALIFORNIA GREEN BUILDING STANDARDS CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA ENERGY CODE, CALIFORNIA FIRE CODE, CALIFORNIA EXISTING BUILDING CODE, CALIFORNIA HISTORICAL BUILDING CODE, AND INTERNATIONAL PROPERTY MAINTENANCE CODE, AS AMENDED BY THE STATE OF CALIFORNIA BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council hereby finds, determines, and declares as follows: A. Health and Safety Code Section 17958 provides that the City of Santa Ana shall adopt Ordinances and regulations imposing the same or modified or changed requirements as are contained in the regulations adopted by the State pursuant to Health and Safety Code Section 17922. B. The State of California is mandated by Health and Safety Code Section 17922 to impose the same requirements as are contained in the most recent edition of the California Building Code, California Existing Building Code, the California Plumbing Code, the California Mechanical Code, California Energy Code, and the California Electrical Code (hereinafter referred to collectively as "Codes"). C. Health and Safety Code Section 17958.5 permits the City to make modifications or changes to the Codes, which are reasonably necessary because of local climatic, geographic or topographic conditions. D. Health and Safety Code Section 17958.7 requires that the City Council, before making any modifications or changes to the Codes, shall make an express finding that such changes or modifications are reasonably necessary because of local climatic, geographic or topographic conditions. Section 2. The Planning and Building Agency and the Orange County Fire Authority (OCFA) have recommended that changes and modifications be made to the Codes and have advised that certain said changes and modifications to the California Building Code, 2022 City Council 27 – 42 12/6/2022 Resolution 2022-XXX Page 2 of 7 Edition, the California Existing Building Code, 2022 Edition, the California Plumbing Code, 2022 Edition, the California Mechanical Code, 2022 Edition, the California Electrical Code, 2022 Edition, the California Existing Building Code, 2022 Edition, California Energy Code, 2022 Edition, California Historical Building Code, 2022 Edition, and the California Fire Code, 2022 Edition, are reasonably necessary due to local conditions in the City of Santa Ana. Section 3. Amendments to the 2022 Edition of the California Building Code, the 2022 Edition of the California Existing Building Code, the 2022 Edition of the California Residential Code, and the 2022 Edition of the California Fire Code, as recommended by the Planning and Building Agency and the Orange County Fire Authority, are hereby found to be reasonably necessary based upon the following findings: I. Climatic Conditions A. The jurisdiction of Santa Ana is located in a semi-arid Mediterranean type climate. It annually experiences extended periods of high temperatures with little or no precipitation. Hot, dry (Santa Ana) winds, which may reach speeds of 70 M.P.H. or greater, are also common to the area. These climatic conditions cause extreme drying of vegetation and common building materials. Frequent periods of drought and low humidity add to the fire danger. This predisposes the area to large destructive fires (conflagration). In addition to directly damaging or destroying buildings, these fires are also prone to disrupt utility services throughout the County. Obstacles generated by a strong wind, such as fallen trees, street lights and utility poles will greatly impact the response time to reach an incident scene. B. The climate alternates between extended periods of drought and brief flooding conditions. Flood conditions may affect the Orange County Fire Authority’s ability to respond to a fire or emergency condition. Floods also disrupt utility services to buildings and facilities within the County. C. Water demand in this densely populated area far exceeds the quantity supplied by natural precipitation; and although the population continues to grow, the already-taxed water supply does not. California is projected to increase in population by nearly 10 million over the next quarter of a century with 50 percent of that growth centered in Southern California. Due to storage capacities and consumption, and a limited amount of rainfall, future water allocation is not fully dependable. This necessitates the need for additional and on-site fire protection features. D. These dry climatic conditions and winds contribute to the rapid spread of even small fires originating in high-density housing or vegetation. These fires spread very quickly and create a need for increased levels of fire protection. The added protection of fire sprinkler systems and other fire City Council 27 – 43 12/6/2022 Resolution 2022-XXX Page 3 of 7 protection features will supplement normal fire department response by providing immediate protection for the building occupants and by containing and controlling the fire spread to the area of origin. Fire sprinkler systems will also reduce the use of water for firefighting by as much as 50 to 75 percent. II. Topographical conditions A. Natural; slopes of 15 percent or greater generally occur throughout the foothills of Orange County. The elevation change cause by the hills creates the geological foundation on which communities within Orange County are built and will continue to build. With much of the populated flatlands already built upon, future growth will occur steeper slopes and greater constraints in terrain. B. Traffic and circulation congestion is an artificially created, obstructive topographical condition, which is common throughout Orange County. C. These topographical conditions combine to create a situation, which places fire department response time to fire occurrences at risk, and makes it necessary to provide automatic on-site fire-extinguishing systems and other protection measures to protect occupants and property. III. Geological Conditions The Orange County region is a densely populated area that has buildings constructed over and near a vast and complex network of faults that are believed to be capable of producing future earthquakes similar or greater in size than the 1994 Northridge and the 1971 Sylmar earthquakes. Earthquake faults run along the northeast and southwest boundaries of Orange County. The Newport-Inglewood Fault, located within Orange County, was the source of the destructive 1933 Long Beach earthquake (6.3 magnitude) which took 120 lives and damaged buildings in an area from Laguna Beach to Marina Del Rey to Whittier. In December 1989, another earthquake occurred in the jurisdiction of Irvine at an unknown fault line. Regional planning for reoccurrence of earthquakes is recommended by the State of California, Department of Conservation. A. Previous earthquakes have been accompanied by disruption of traffic flow and fires. A severe seismic event has the potential to negatively impact any rescue or fire suppression activities because it is likely to create obstacles similar to those indicated under the high wind section above. With the probability of strong aftershocks, there exists a need to provide increased protection for anyone on upper floors of buildings. The October 17, 1989, Santa Cruz earthquake resulted in one major fire in the Marina District (San Francisco). When combined with the 34 other fires locally City Council 27 – 44 12/6/2022 Resolution 2022-XXX Page 4 of 7 and over 500 responses, the department was taxed to its fullest capabilities. The Marina fire was difficult to contain because mains supplying water to the district burst during the earthquake. This situation creates the need for both additional fire protection and automatic on-site fire protection for building occupants. State Department of Conservation noted in their 1988 report (Planning Scenario on a Major Earthquake on the Newport-Inglewood Fault Zone, page 59): “unfortunately, barely meeting the minimum earthquake standards of building codes places a building on the verge of being legally unsafe.” B. Road circulation features located throughout the County also make amendments reasonably necessary. Located through the County are major roadways, highways and flood control channels that create barriers and slow response times. Hills, slopes, street and storm drain design accompanied with occasional heavy rainfall, cause roadway flooding and landslides and at times may make an emergency access route impassable. There are areas in Orange County that naturally have extended emergency response times exceeding the 5 minute goal. C. Soils throughout the County possess corrosive properties that reduce the expected usable life of water services when metallic pipes in contact with soils are utilized. Due to the topographical conditions of sprawling development separated by waterways and narrow and congested streets and the expected infrastructure damage inherent in seismic zone described above, it is prudent to rely on automatic fire sprinkler systems to mitigate extended fire department response time and keep fires manageable with reduced fire flow (water) requirements for a given structure. Additional fire protection is also justified to match the current resources of firefighting equipment and personnel within the Orange County Fire Authority. Section 4. The following specific amendments to the sections of the 2022 Edition of the California Building Code, as recommended by the Planning and Building Agency and the Orange County Fire Authority, are reasonably necessary based upon the corresponding findings in Section 3 of this Resolution: BUILDING CODE SECTION TITLE (Clarification) FINDINGS I,II,III 105.3.2 Time Limitation of Application Admin 202 General definitions (Spark Arrester) Admin 903.2 Where required (Sprinklers) II & III-B 903.2.8 Group R (Sprinklers) II-B & III-B 903.3.5.3 Hydraulically calculated systems I & II 506.5.3 (CEBC) Seismic Loads (California Existing Building Code) II & III City Council 27 – 45 12/6/2022 Resolution 2022-XXX Page 5 of 7 Section 5. The following specific amendments to the sections of the 2022 Edition of the California Residential Code, as recommended by the Planning and Building Agency and the Orange County Fire Authority, are reasonably necessary based upon the corresponding findings in Section 3 of this Resolution: RESIDENTIAL CODE SECTION TITLE (Clarification) FINDINGS I,II,III Table R301.2 Climatic and Geographic Design Criteria Admin, I, II & III Section 6. The following specific amendments to the sections of the 2022 Edition of the California Fire Code, as recommended by the Planning and Building Agency and the Orange County Fire Authority, are reasonably necessary based upon the corresponding findings in Section 3 of this Resolution: FIRE CODE SECTION TITLE (Clarification) FINDINGS I,II,III 112.4 Violation penalties Administrative 112.4.2 Infraction & Misdemeanor Administrative 202 General definitions Administrative 304.1.2 OCFA Vegetation Management I 305.6 Hazardous conditions I & II 305.7 Disposal of rubbish I & II 307 Open burning, recreational fires, fire pits, fire rings, and outdoor fireplaces Administrative 307.6 Fire Pits, Fire Rings, & Outdoor Fireplaces Administrative 307.6.1 Gas-fueled devices I & II 307.6.2 Devices using wood or fuels other than natural gas or LPG I & II 307.6.2.1 Where prohibited I & II 308.1.6.3 Sky lanterns I & III 324 Fuel modification requirements for new construction I 325 Clearance of brush or vegetation growth from roadways I 326 Unusual circumstances Administrative 327 Use of equipment I 327.1 Use of equipment and devices generating heat, sparks or open flames I 324.2 Spark arresters I 407.5 Hazardous material inventory statement I & II 501.1 Scope Administrative, I, II & III 510.1 Emergency responder radio coverage Administrative City Council 27 – 46 12/6/2022 Resolution 2022-XXX Page 6 of 7 903.2 Where required (Sprinklers) I, II & III 903.2.8 Group R (Sprinklers) I, II & III 903.3.5.3 Hydraulically calculated systems I & II 2801.2 Permit Administrative 2808.2 Storage site Administrative 2808.3 Size of piles I 2808.4 Pile separation I 2808.7 Pile fire protection I 2808.9 Material-handling equipment I 2808.11 Temperature control I 2808.11.1 Pile temperature control I 2808.11.2 New material temperature control I 2808.12 Water availability for piles I 2808.13 Tipping area I 2808.14 Emergency contact information Administrative 2808.15 Defining maximum separation contact Administrative 2808.16 Push-out area dentification Administrative 4903.3 OCFA Vegetation Management Guideline I 4906.3 New definition as stated in Chapter 49 I 5001.5.2 Hazardous materials inventory statement Administrative 5003.1.1.1 Extremely hazardous substances I & III 5608.2 Retail fireworks Administrative 5608.3 Application for permit Administrative 5801.1 Scope N/A Chapter 80 Reference Standards N/A 2016 NFPA 13 (Sprinkler Systems) Administrative, II & III 2016 NFPA 13-D (Single Family Sprinkler Systems) I & II 2013 NFPA 14 (Standpipe Systems) Administrative Section 7. The aforementioned amendments have been incorporated in detail in Ordinance NS-________. Section 8. Additional amendments have been made to the relevant California Building Code, California Existing Building Code, Electrical Code, Mechanical Code, Plumbing Code, Energy Code, Existing Building Code, Residential Code, Green Building Standards Code, Fire Code, and International Property Maintenance Code. On the recommendation of the Planning and Building Agency and the Orange County Fire Authority, such amendments are hereby found to be either administrative or procedural in nature or concern themselves with subjects not covered in the aforementioned Codes. The changes made include provisions making each of said Codes compatible City Council 27 – 47 12/6/2022 Resolution 2022-XXX Page 7 of 7 with other Codes enforced by the City. Section 9. The City Council of the City of Santa Ana hereby approves and authorizes the Planning and Building Agency to file copies of Resolution 2022-_____ and Ordinance NS-_______ with the California Building Standards Commission, as required by Health and Safety Code Section 17958.7. Section 10. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this ____ day of ______________, 2022. ___________________________ Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: ________________________ John M. Funk Chief Assistant City Attorney AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers CERTIFICATE OF ATTESTATION AND ORIGINALITY I, _________________, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022-___ to be the original Resolution adopted by the City Council of the City of Santa Ana on _____________, 2022. Date: ___________________ ____________________________ Clerk of the Council City of Santa Ana City Council 27 – 48 12/6/2022 Planning and Building Agency www.santa-ana.org/pb Item # 28 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: Urgency Ordinance to Amend Article II (Use Districts) of Chapter 41 (Zoning) of the Santa Ana Municipal Code in Compliance with Changes to State Law Pertaining to Accessory Dwelling Units. AGENDA TITLE: Zoning Ordinance Amendment No. 2022-06 – An Urgency Ordinance of the City Council of the City of Santa Ana amending Article II (Use Districts) of Chapter 41 (Zoning) of the Santa Ana Municipal Code Relating to Accessory Dwelling Units (ADUs) in Compliance with Changes to State ADU Law Enacted Under Assembly Bill 2221 and Senate Bill 897 That Will Take Effect on January 1, 2023 RECOMMENDED ACTION Approve Zoning Ordinance Amendment No 2022-06 and adopt the Urgency Ordinance by two-thirds (2/3) vote to amend Article II (Use Districts) of Chapter 41(Zoning) of the Santa Ana Municipal Code related to accessory dwelling units. EXECUTIVE SUMMARY On September 28, 2022, Governor Newsom signed new housing laws including Assembly Bill (AB) 2221 and Senate Bill (SB) 897, amending state accessory dwelling unit (ADU) law. Both bills will become effective January 1, 2023, at which time the entirety of any local ordinance that does not conform to enacted changes will become null and void. The proposed urgency ordinance will amend several sections of the zoning code to make Santa Ana’s local ordinance consistent with changes to state ADU law. If the ordinance amendments are not adopted by two-thirds (2/3) vote and effective prior to January 1, 2023, the entirety of Santa Ana’s ADU ordinance will be null and void and applications for ADUs and Junior Accessory Dwelling Units (JADUs) will be subject to only the minimum development standards included in Government Code section 65852.2 et seq. Specifically, staff proposes amendments to SAMC Sections 41-194.1 (Definitions), 41-194.2 (Permitted zones and applicability), 41-194.3 (Development standards), and 41-194.7 (Applicability to other regulations). DISCUSSION ADUs are seen as a critical component in addressing the statewide housing shortage. As such, the California Legislature has enacted bills making changes to state ADU law in nearly every legislative session since 2016. Collectively, the bills have made changes to development and design standards that can be imposed by local agencies, made changes to the number of units that can be constructed on a property, set limits on parking standards and included parking exemptions, required streamlined review processes, and City Council 28 – 1 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 2 3 0 7 0 prescribed that local ordinances that are not in complete compliance with state ADU law are null, void, and superseded by state law. AB 2221 and SB 897 are the latest bills enacted by the legislature and signed by the Governor that will make changes to state ADU law. Together, the bills will allow taller units, encroachment into the front yard setback to accommodate an ADU of at least 800 square feet in size, clarify that non-habitable space attached to a single-family residence, such as an attached garage, can be converted into a JADU, require an interior entry between a primary residences and a JADU when sanitation facilities are shared, and include a series of amendments to application review procedures. Both bills will take effect on January 1, 2023, and will make Santa Ana’s local ordinance null and void if conflicts are not amended and in effect before then. To ensure Santa Ana’s local ordinance remains consistent with state law and thereby enforceable, several sections of Article II (Use Districts) of Chapter 41 (Zoning) relating to ADUs and JADUs are impacted and must be amended. Table 1 below and on the following pages provides a summary of the major changes necessary to make Santa Ana’s local ADU ordinance consistent with state law. If adopted by the necessary two- thirds (2/3) vote, the proposed changes would become effective immediately citywide. Table 1: ZOA No. 2022-06 Current and Proposed Text Regulations Item Existing Zoning Code Regulations State Law Proposed Zoning Code Regulations Interior Entry Sec. 41-194.1(4) allows JADUs to share sanitation facilities with primary dwelling. If a permitted JADU does not include a separate bathroom, an interior entry to the primary dwelling shall be provided. Update Sec. 41-194.1(4) to explicitly require an interior connection between a JADU and the primary unit when sanitation facilities will be shared. Multiple Single-family Residences on a Single Lot Sec. 41-194.2(C) permits ADUs on lots developed or proposed to be developed with a single- family residence. However, the existing ordinance does not clearly express how many ADUs are permitted on lots with multiple detached single- family residences. Permits one ADU on lots developed or proposed to be developed with multiple detached single-family residences. Update Sec. 41-194.2(C) to expressly state that only one ADU is permitted on lots developed or proposed to be developed with a single-family residence or multiple detached single-family residences. Multi-family Buildings Sec. 41-194.2(D) permits conversion of non- habitable square footage within a multi-family building at a rate up to 25 percent the number of units on the lot. Additionally, the section Permits conversion of non-habitable square footage within a multi- family building at rate up to 25 percent the number of units on the lot. Additionally, permits two detached ADUs. Make clarifying edits to Sec. 41- 194.2(D) to explicitly state that the two permitted detached ADUs can be provided through new construction or conversion of existing detached accessory buildings, or combination thereof. City Council 28 – 2 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 3 3 0 7 0 permits two detached units, or conversion of existing accessory buildings to a total of two ADUs. Non-habitable Space Sec. 41-194.2(E) permits the development of a JADU on lots developed with a single-family residence. Sec. 41- 194.1(4) defines a JADU as being contained entirely within the living area of a single-family residence. 1. Specifies that non- habitable space within the primary dwelling structure, such as an attached garage, are considered part of the proposed or existing single-family residence for purposes of JADU construction. 2. JADUs are limited to one per residential lot with a single- family residence. Lots with multiple detached single- family residences are not eligible to have JADUs. 1. Amend Sec. 41-194.2(E) to expressly state that attached non-habitable space, such as an attached garage, can be converted into a JADU. 2. Amend Sec. 41-194.2(E) to prohibit JADUs on lots developed with multiple detached single-family residences. Maximum Size – Attached Local ADU ordinance limits size of attached ADUs to 50 percent of the size of the primary residence, not to exceed 1,000 square feet in size. Allows local ordinances to utilize a percentage to establish maximum unit size for attached ADUs. However, percentage threshold may be exceeded to permit at least an 800 square foot unit. Amend Sec. 41-194.3 (A) to expressly permit exceeding the 50 percent size limit for attached ADUs to allow a unit of at least 800 square feet in size, but in no case shall the attached unit exceed 1,000 square feet in size. 150 Sq. Ft. Expansions Existing ADU ordinance permits expansions of existing accessory buildings being converted into an ADU by up to 150 square feet. However, it does not clarify if new square footage must comply with development standards applicable to new ADUs, or what standards apply in cases where an expansion greater than 150 square feet is proposed. 1. Prohibits application of local development standards when an existing structure is expanded up to 150 square feet in size. 2. Allows local agencies to apply development standards applicable to new ADUs when an existing accessory building is proposed to be expanded beyond 150 square feet in size. 1. Amend Sec. 41-194.3(C) to state that development standards applicable to new ADUs will not apply when existing accessory structures are expanded by up to 150 square feet in size. 2. Amend Sec. 41-194.3(C) to state that development standards for new ADUs will apply when an existing accessory building is proposed to be expanded beyond 150 square feet in size. Maximum Height Existing ADU ordinance applies maximum height 1. ADUs within half- mile of transit shall 1. Add Sec. 41-194.3(E) to permit detached ADUs up City Council 28 – 3 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 4 3 0 7 0 for primary residence to attached ADUs—27 feet in height in R1 and R2 zoning districts. However, limits detached ADUs to 16 feet in height. be permitted up to 18 feet in height, and up to 20 feet if necessary to match roof pitch of primary residence. 2. Attached ADUs shall be permitted up to 25 feet in height or as high as primary residence, whichever is lower. to two stories or 20 feet in height. 2. The existing ADU ordinance permits attached ADUs up to the same maximum height as the primary residence. No change is needed. Front Yard Setback Existing ADU ordinance is silent on front yard setback requirement, as it defers to the underlying zoning district front yard setback requirement Local ordinance may impose front yard setback requirement, but ADUs may encroach into that setback if an ADU of at least 800 square feet cannot be accommodated elsewhere on the lot. Add Sec. 41-194.3(F) to allow encroachment into the required front yard setback in the amount necessary to permit an ADU up to 800 square feet in size. Parking Exemptions Existing ADU ordinance provides six parking exemptions for ADUs. Exemptions include: 1) The ADU is located within one-half (½) mile walking distance of public transit; 2) The ADU is located within an architecturally and historically significant historic district. 3) The ADU is part of the proposed or existing primary residence dwelling or an existing accessory structure; 4) When on-street parking permits are required but not offered to the occupant of the ADU; 5) When there is a car share vehicle located within one (1) block of the ADU; 6) The ADU is constructed as a studio, without bedrooms. Enumerates an additional parking exemption. States that previous six parking exemptions also apply to ADUs being proposed as part of a new single-family or a new multifamily residence on the same lot. Amend Sec. 41-194.3(L) to include new parking exemption. City Council 28 – 4 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 5 3 0 7 0 JADU – Interior Entry In instances where a JADU shares a sanitation facility with the primary residence, new state law requires the JADU to have an interior entry to the primary residence’s main living area, independent of the exterior entrance of the JADU and primary residence. While not expressly stated in the SAMC, the City has been requiring an interior entry or connection between the primary residence and JADU when a sanitation facility is shared as part of the plan review process. Section 41-194.1(4) will be amended to explicitly require an interior connection between a JADU and the primary unit when sanitation facilities will be shared. The proposed amendment will make the local ordinance consistent with changes to state law, but will not result in substantive changes in the review process or the types of products that have been or will be permitted in the City. Multiple Single-family Residences For the purposes of ADU law, building types on properties are categorized as either single- family or multi-family. Single-family is defined as a building containing one or more habitable rooms with only one kitchen, designed for occupancy by one independent household unit. Multi-family is defined as a building, other than a hotel or motel, with two or more attached dwelling units used to house two or more families, living independently of each other. Consistent with the definitions of single-family and multi-family, and with state ADU law, it is necessary to expressly clarify and state in Section 41-194.2(C) that only one ADU is permitted on lots developed with multiple detached single-family residences. Multi-family Buildings The ordinance would amend Section 41-194.2(D) to clarify that two detached ADUs are permitted on sites developed with a multi-family building and that they can be new construction, conversion of existing detached accessory buildings, or any combination thereof. While including two methods by which to permit ADUs on sites developed with a multi-family building was optional, such as through conversion of existing non- habitable space within the building or through construction of two detached units, changes to state law require local agencies to now permit both, meaning allowances for ADU construction on properties with multi-family buildings will be in line with state law. JADU – Non-habitable Space The amendments include updates to Section 41-194.2(E) to specify that non-habitable spaces attached to within the primary residence, including attached garages, are considered part of the proposed or existing single-family residence, consistent with practice and new state law. Additionally, the ordinance includes text clarifying that lots developed with multiple detached single-family dwellings are not eligible to have a JADU, consistent with state law. Maximum Size – Attached ADU Santa Ana’s existing local ordinance limits attached ADUs to 50 percent the size of the primary residence, not to exceed 1,000 square feet in size. The local ordinance can continue to utilize a percentage of the primary dwelling as a maximum unit size for City Council 28 – 5 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 6 3 0 7 0 attached ADUs, but only if it does not restrict the ability to construct an ADU of at least 800 square feet in size. Consistent with state law, it is necessary to amend Section 41-194.3 (A) to expressly permit exceeding the 50 percent size limit for attached ADUs to allow a unit of at least 800 square feet in size. Maximum Height New state law will require that local agencies permit taller ADUs under certain circumstances. For example, detached ADUs located within one half-mile of a major transit stop or high quality transit corridor may be up to 18 feet in height and up to 20 feet if necessary to match the roof pitch of the ADU to that of the main house. Since Santa Ana is a transit-rich community, nearly the entire city is located within half-mile of transit. Additionally, Santa Ana’s Citywide Design Guidelines, which apply to ADUs, require that the roof pitch match that of the primary residence. Taken together, nearly all detached ADUs would qualify to be built up to a maximum of 20 feet in height. Consistent with state law, revising the standard to two stories or 20 feet maximum in height will simplify application of the standard and streamline review of such proposals. No change is needed to attached ADU height limit as it complies with new state law. Front Yard Setback New state law continues to allow local agencies to impose a front yard setback; however, it must yield to the extent necessary to enable the construction of an ADU that is at least 800 square feet in size. The previous state law included similar “must yield” provisions for other development standards such as lot coverage, separation criteria, and open-space requirements. To maintain consistency with state law, the ordinance would allow encroachment into the required front yard setback in the amount necessary to permit an ADU up to 800 square feet in size. Parking Exemption Santa Ana’s existing ordinance provides six parking exemptions that are all required by state law. Those parking exemptions are: 1) The ADU is located within one-half (½) mile walking distance of public transit; 2) The ADU is located within an architecturally and historically significant historic district; 3) The ADU is part of the proposed or existing primary residence dwelling or an existing accessory structure; 4) When on-street parking permits are required but not offered to the occupant of the ADU; 5) When there is a car share vehicle located within one (1) block of the ADU; and 6) The ADU is constructed as a studio, without bedrooms. New state law will add one additional parking exemption to explicitly state that the existing parking exemptions also apply in situations when a permit application for an ADU is submitted with a permit application to create a new single-family residence or a new multifamily residence. The ordinance would include the new exemption in accordance with state law. ENVIRONMENTAL IMPACT Pursuant to the California Environmental Quality Act (“CEQA”) and the CEQA Guidelines, the adoption of this Ordinance is exempt from CEQA review pursuant to Section 15282(h) which provides a statutory exemption for the adoption of an ordinance City Council 28 – 6 12/6/2022 ZOA No. 2022-06 – Urgency Ordinance December 6, 2022 Page 7 3 0 7 0 regarding second units in a single-family or multifamily residential zone by a city or county to implement the provisions of Sections 65852.1 and 65852.2 of the Government Code as set forth in Section 21080.17 of the Public Resources Code. As a result, Environmental Review No. 2022-108 will be filed upon adoption of this ordinance. FISCAL IMPACT There is no direct fiscal impact associated with this action. EXHIBIT(S) 1. Ordinance for ZOA No. 2022-06 2. Copy of Public Notice Submitted By: Minh Thai, Executive Director of Planning and Building Agency Approved By: Kristine Ridge, City Manager City Council 28 – 7 12/6/2022 Ordinance No. NS-XXX Page 1 of 8 ORDINANCE NO. NS-XXX AN URGENCY ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA AMENDING ARTICLE II (USE DISTRICTS) OF CHAPTER 41 (ZONING) OF THE SANTA ANA MUNICIPAL CODE RELATING TO ACCESSORY DWELLING UNITS IN COMPLIANCE WITH CHANGES TO STATE ADU LAW ENACTED UNDER ASSEMBLY BILL 2221 AND SENATE BILL 897 WHEREAS, in Government Code section 65852.150, the California Legislature found and declared that, among other things, allowing Accessory Dwelling Units (“ADUs”) in zones that permit single-family and multifamily uses provides additional rental housing and is an essential component in addressing California’s housing needs; and WHEREAS, the legislature has periodically revised State law governing local regulation of the development of ADUS and Junior Accessory Dwelling Units (“JADUs”), to which law charter cities like Santa Ana are subject; and WHEREAS, in 2022, the California Legislature approved, and the Governor signed into law Assembly Bill 2221 and Senate Bill 897, both of which amended Government Code section 65852.2, the primary provision of State ADU law; and WHEREAS, AB 2221 and SB 897 both take effect on January 1, 2023, at which time any local ordinance will become null and void if it does not conform to the changes to State ADU law enacted by AB 2221 and SB 897; and WHEREAS, the City of Santa Ana accordingly desires to amend and update its local regulations governing the development of ADUs and JADUs to render them consistent with State ADU law; and WHEREAS, there is a current and immediate threat to the public health, safety, or welfare if the City’s local regulations governing the developments of ADUs and JADUs were to become null and void on January 1, 2023, as that would threaten the orderly development of ADUs and JADUs and potentially work an adverse impact on existing neighborhoods, as well as negatively impact property values, personal privacy, and fire safety. These threats to public safety, health, and welfare justify adoption of this ordinance as an urgency ordinance to be effective immediately upon adoption by a two- thirds vote of the City Council; and WHEREAS, pursuant to Santa Ana City Charter sections 415 and 417, based on the above findings, this Ordinance is declared by the City Council to be necessary as an emergency measure to protect and preserve the health, safety and welfare of the citizens of the City of Santa Ana and will become effective immediately if passed by the affirmative votes of at least two-thirds (2/3) of the members of the City Council. The City Council hereby finds that there is an urgent need to adopt these regulations in order to address the current and immediate threats set forth above. City Council 28 – 8 12/6/2022 Ordinance No. NS-XXX Page 2 of 8 NOW, THEREFORE, the City Council of the City of Santa Ana does ordain as follows: Section 1. The recitals above are each incorporated by reference and adopted as findings by the City Council. Section 2. Section 41-194.1 (Definitions) of Article II of Chapter 41 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 41-194.1. - Definitions. As used in this section, the following words, terms or phrases have the following meanings: (1) "Accessory dwelling unit" or "ADU" means an attached or detached residential dwelling unit that provides complete independent living facilities for one (1) or more persons and is located on a lot with a proposed or existing primary residential building. It shall include permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel that the primary residential building is situated or will be situated. It shall have the same meaning as that term is defined in California Government Code section 65852.2, as amended from time to time. (2) "Existing accessory structure" means an accessory structure, as defined in this chapter, which was legally established and existing prior to the submittal of an ADU or JADU application. (3) "Existing carport" and "Existing covered parking structure" and "Existing garage" means a building or portion of a building designed or used for parking or storage of motor vehicles that was legally established and existing prior to the submittal of an ADU or JADU application. (4) "Junior accessory dwelling unit" or "JADU" means a unit that is no more than five hundred (500) square feet in size, contained entirely within the living area of a single-family residence, provides a cooking facility with appliances, food preparation counter and storage cabinets that are of reasonable size in relation to the unit, and has independent exterior access. A junior accessory dwelling unit may include separate sanitation facilities, or may share sanitation facilities with the existing structure when an interior connection to the primary unit where the sanitation facilities are located is provided. (5) "Living area" means the interior habitable area of a dwelling unit, including basements and attics, but does not include a garage or any accessory structure. (6) "Mixed-use" for purposes of ADU development means a development that combines residential land use with one (1) or more additional land uses where uses are physically and functionally integrated (horizontally or vertically). City Council 28 – 9 12/6/2022 Ordinance No. NS-XXX Page 3 of 8 (7) "Multi-family building" for purposes of ADU development means a building, other than a hotel or motel, with two (2) or more attached dwelling units used to house two (2) or more families, living independently of each other. (8) "Public transit" means a location, including, but not limited to, a bus stop or train station, where the public may access buses, trains, subways, and other forms of transportation that charge set fares, run on fixed routes, and are available to the public. (9) "Single-family residence" means a residential building containing one (1) or more habitable rooms with only one (1) kitchen, designed for occupancy by one (1) independent household unit with common access to, and common use of all living, kitchen and bathroom areas. (10) "Tandem parking" means that two (2) or more automobiles are parked on a driveway or in any other location on a lot, lined up behind one another. Section 3. Section 41-194.2 (Permitted zones and applicability) of Article II of Chapter 41 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 41-194.2. - Permitted zones and applicability. (A) ADUs and JADUs may be permitted in all zoning districts where residential or mixed-use development is permitted. (B) The executive director of the planning and building agency, or his/her designee, shall review and approve or deny ministerial permits for ADUs and JADUs upon determining whether the application submitted is complete, the proposed unit conforms to all requirements of this Code, and a non-refundable application review fee in the amount established by the city council, and amended from time to time, has been paid. Applications deemed incomplete or not in full conformance with the requirements of this Code will be rejected. (C) LotsSites developed or proposed to be developed with a single-family residence or multiple detached single-family residences shall not be permitted more than one (1) ADU. (D) LotsSites developed with a multi-family building may convert existing non- habitable square footage within the building to a minimum of one (1) ADU and a maximum that shall not exceed twenty-five (25) percent of the number of units on the lotsite. LotsSites developed with a multi-family building are also permitted to construct two (2) detached ADUs. Those detached ADUs may be provided through or to conversiont of existing detached accessory buildings, garages, carports, or covered parking structures, new construction, or combination thereof. to a maximum of two (2) ADUs. (E) A maximum of one (1) JADU shall be permitted on a lotsite developed or proposed to be developed with a single-family residence, unless the subject site proposes or City Council 28 – 10 12/6/2022 Ordinance No. NS-XXX Page 4 of 8 contains an attached ADU. In such cases, a JADU shall not be permitted. For purposes of this paragraph, non-habitable spaces attached to or within the primary residence, such as an attached garage, is considered a part of the proposed or existing single-family residence and may be converted into a JADU. Lots with multiple detached single-family residences are not eligible to have a JADU. (F) An ADU shall only be sold or otherwise conveyed separately from the primary building on the lotsite if the primary building and the ADU were built or developed by a qualified non-profit corporation in accordance with Government Code Section 65852.26, as amended from time to time, and an affordable housing agreement is entered into by the applicant and the city. Section 4. Section 41-194.3 (Development standards) of Article II of Chapter 41 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 41-194.3. - Development standards. The development standards in Table 41-194.3 shall be applicable to all ADUs accessory dwelling units and JADUs junior accessory dwelling units. Additional provisions related to ADUs accessory dwelling units and JADUs junior accessory dwelling units are referenced in the "Additional Provisions" column of the table. Such provisions may include references to other applicable code sections or limitations. City of Santa Ana Municipal Code Table 41-194.3 Specific Regulations ADU JADU Additional Provisions Attached Detached Minimum Size 220 sq. ft. 220 sq. ft. 220 sq. ft. Maximum Size 1,000 sq. ft. 1,000 sq. ft. 500 sq. ft. (A)(B)(C)(D) Maximum Height Same as primary building 2016 ft. Same as primary building (E) Minimum Front Yard Setback Same as primary building Same as primary building Same as primary building (F) Minimum Side Yard Setback 4 ft. 4 ft. Same as primary building (GD) Minimum Street Side Setback (Corner Lots) 4 ft. 4 ft. Same as primary building (G) City Council 28 – 11 12/6/2022 Ordinance No. NS-XXX Page 5 of 8 Minimum Rear Yard Setback 4 ft. 4 ft. Same as primary building (GD) Maximum Lot Coverage/Use Intensity Same as zoning district Same as zoning district Same as zoning district (HE) Open Space 1,200 sq. ft. 1,200 sq. ft. - (IF)(JG) Separation from Primary Buildings - 15 ft. - (KH) Separation from Accessory Buildings 5 ft. 5 ft. -Same as primary building (KH) Minimum Parking 1 space 1 space - (LI)(LJ) Tandem Parking Permitted Permitted Permitted Design Guidelines Apply Apply Apply (A) Attached ADUs shall not exceedmay be fifty (50) percent of the size of the habitable space of the primary residencedwelling on the lotsite. Attached ADUs may only exceed fifty (50) percent of the size of the habitable space of the primary dwelling to accommodate an ADU up to eight hundred (800) square feet in size. ,In no case shall the attached ADU not to exceed one thousand (1,000) square feet in size. (B) ADUs may not exceed eight hundred (800) square feet in size in cases where both an ADU and JADU are developed or proposed on a lotsite. (C) Existing accessory structures may be converted into an ADU and may be expanded by up to one hundred fifty (150) square feet of the existing footprint to accommodate ingress and egress only. Development standards applicable to new ADUs shall not apply to one hundred fifty (150) square foot expansions. If an expansion of an accessory structure beyond one hundred fifty (150) square feet is proposed, the ADU shall be subject to and comply with all development standards applicable to a new ADU. (D) The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to size requirements. City Council 28 – 12 12/6/2022 Ordinance No. NS-XXX Page 6 of 8 (E) Detached ADUs shall not exceed two (2) stories or twenty (20) feet in height, as measured from the lowest adjacent grade of the structure to the highest point of the roof on the structure. The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to height requirements. (F) An ADU may encroach into the required front yard setback to permit an ADU up to eight hundred (800) square feet in size. The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to setback requirements. (GD) No minimum setback shall be required for an ADU constructed in the same location and to the same dimensions as an existing structure that encroached into a required setback that was demolished to construct the proposed unit. This provision shall not apply to conversions of existing buildings. (HE) Lot coverage and use intensity maximum established in zoning district may be exceeded to permit an ADU up to eight hundred (800) square feet in size. This provision shall not apply to conversions of existing buildings. The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to lot coverage requirements. (IF) Required open space may be reduced to permit an ADU up to eight hundred (800) square feet in size. Open space requirement shall only apply to properties developed or proposed to be developed with a single-family residence. This provision shall not apply to conversions of existing buildings. The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to open space requirements. (JG) Shall be usable, continuous, non-front yard open-space, excluding driveways and parking areas. Any open space with a minimum dimension of fifteen (15) feet by fifteen (15) feet shall be deemed continuous open space. (KH) Separation requirement may be reduced to permit an ADU up to eight hundred (800) square feet in size. Separation shall be measured from the nearest points between the structures. This provision shall not apply to conversions of existing buildings. The conversion of an existing accessory structure or a portion of the existing primary residence to an ADU is not subject to separation requirements. (LI) No parking for the ADU is required if one (1) or more of the following applies: 1. The ADU is located within one-half (½) mile walking distance of public transit. 2. The ADU is located within an architecturally and historically significant historic district. 3. The ADU is part of the proposed or existing primary residencedwelling or an existing accessory structure. City Council 28 – 13 12/6/2022 Ordinance No. NS-XXX Page 7 of 8 4. When on-street parking permits are required but not offered to the occupant of the ADU. 5. When there is a car share vehicle located within one (1) block of the ADU. 6. The ADU is constructed as a studio, without bedrooms. 7. When a permit application for an ADU is submitted with a permit application to create a new single-family residence or a new multifamily residence on the same lot, provided that the ADU or the lot satisfies any other criteria listed in items 1. through 6. above. (MJ) When an existing garage, carport, or other covered parking structure is demolished in conjunction with the construction of an ADUaccessory dwelling unit, or converted to an ADUaccessory dwelling unit, replacement of those off-street parking spaces shall not be required. If an existing garage, carport, or other covered parking structure is demolished in conjunction with the construction of an ADU, the demolition permit shall be issued at the same time as the permit for the ADU. Section 5. Section 41-194.7 (Applicability to other regulations) of Article II of Chapter 41 of the Santa Ana Municipal Code is hereby amended to read as follows: Sec. 41-194.7. - Applicability to other regulations. ADUsAccessory dwelling units and JADUsjunior accessory dwelling units must comply with any and all applicable regulations imposed in other articles of the zoning code, other city ordinances and state and federal law. Should a conflict exist between the provisions of this article and the provisions of other articles of Chapter 41 of this Code, the provisions of this article shall prevail. Section 6. The City Council finds and determines that this Ordinance is not subject to the California Environmental Quality Act (CEQA) pursuant to Section 15282(h) of the State CEQA Guidelines, which provides a statutory exemption for the adoption of an ordinance regarding second units in a single-family or multifamily residential zone by a city or county to implement the provisions of Sections 65852.1 and 65852.2 of the Government Code, as further set forth in Section 21080.17 of the Public Resources Code. Section 7. The City Council hereby declares, based on the findings set forth above, the urgency exists and that this Ordinance is necessary and appropriate to preserve the public health, safety, and welfare. Section 8. This ordinance shall become effective immediately upon its adoption. Section 9. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that City Council 28 – 14 12/6/2022 Ordinance No. NS-XXX Page 8 of 8 it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional. Section 10. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law. ADOPTED this _______ day of ___________, 2022. _________________________ Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:_________________________ John M. Funk Chief Assistant City Attorney AYES: Councilmembers ______________________________________ NOES: Councilmembers _______________________________________ ABSTAIN: Councilmembers _______________________________________ NOT PRESENT: Councilmembers _______________________________________ CERTIFICATE OF ATTESTATION AND ORIGINALITY I, ______________, Clerk of the Council, do hereby attest to and certify the attached Ordinance No. NS-____________ to be the original ordinance adopted by the City Council of the City of Santa Ana on _______________, and that said ordinance was published in accordance with the Charter of the City of Santa Ana. Date: ________________ ____________________________________ Clerk of the Council City of Santa Ana City Council 28 – 15 12/6/2022 CITY OF SANTA ANA Planning and Building Agency 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org/pba NOTICE OF PUBLIC HEARING BEFORE THE CITY COUNCIL OF THE CITY OF SANTA ANA, CA. The City of Santa Ana encourages the public to participate in the decision-making process. The following notice is being provided so that you can ask questions, make comments and stay informed about projects that might be important to you. We encourage you to contact us prior to the Public Hearing if you have any questions. NOTICE IS HEREBY GIVEN - The City Council of the City of Santa Ana will hold a public hearing to receive public testimony and will take action on the item described below. Proposed Action: Adopt an urgency ordinance approving Zoning Ordinance Amendment No. 2022-06 to amend several sections of Article II (Use Districts) of Chapter 41(Zoning) of the Santa Ana Municipal Code (SAMC) related to accessory dwelling units (ADUs) to maintain consistency with and amend to reflect modifications to state ADU law scheduled to take effect January 1, 2023. Environmental Impact: Pursuant to the California Environmental Quality Act (“CEQA”) and the State CEQA Guidelines, adoption of this Ordinance is exempt from CEQA review pursuant to Section 15282(h) which provides a statutory exemption for the adoption of an ordinance regarding second units in a single-family or multifamily residential zone by a city or county to implement the provisions of Sections 65852.1 and 65852.2 of the Government Code as set forth in Section 21080.17 of the Public Resources Code. Environmental Review No. 2022-108 will be filed upon adoption of this ordinance. Meeting Time and Date: This matter will be heard on Tuesday, December 6, 2022, at 5:45 p.m. or thereafter in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. All interested persons can refer to the following link on the date of the meeting for more information and instruction for participating in the meeting https://www.santa-ana.org/agendas-and-minutes/. How To Make Comments: If you do not wish to appear at the public hearing, you may also send your written comments to the Clerk of the Council, by mail to City of Santa Ana, 20 Civic Center Plaza – M30, Santa Ana, CA 92701 or via e-mail at ecomments@santa-ana.org (reference “City Council meeting”) by 12:00 p.m. on Monday, the day before the meeting; e-mails received after said time will be on file for public viewing the day after the meeting. Who To Contact For Questions: Should you have any questions, please contact Ricardo Soto with the Planning and Building Agency by phone at (714) 667-2793 or by email at RSoto@santa- ana.org. Where To Get More Information - All staff reports regarding any item on this agenda are available for public inspection in the Clerk of the Council Office during regular business hours and posted on the City’s website the Tuesday before a Council meeting at: https://www.santa- ana.org/agendas-and-minutes/. City Council 28 – 16 12/6/2022 Si tiene preguntas en español, favor de llamar a Kelly Arcadio-Tajonar al (714) 647-5881. Nếu cần liên lạc bằng tiếng Việt, xin điện thoại cho Tony Lai số (714) 565-2627. If you challenge the decision on the above matter, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council of the City of Santa Ana at, or prior to, the public hearing. Clerk of the Council Publish Orange County Reporter - Legal Section; Date: November 25, 2022 City Council 28 – 17 12/6/2022 Planning and Building Agency santa-ana.org/departments/planning-and-building/ Item # 29 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report December 6, 2022 TOPIC: ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) AGENDA TITLE: Public Hearing - Zoning Ordinance Amendments (ZOAs) Nos. 2022-04 and 2022-05 Amending Chapter 41 of the Santa Ana Municipal Code to Establish Permit Requirements and Standards for the Development of Outdoor Dining Areas and the Operation of Mobile Food Trucks on Private Properties RECOMMENDED ACTION 1. Find and determine that the adoption of these ordinances are exempt from further review under the California Environmental Quality Act (CEQA) pursuant to sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines, as amended from time to time; and 2. Adopt an ordinance approving Zoning Ordinance Amendment No. 2022-04 establishing permit requirements and development and operational standards for outdoor dining areas on private properties; and 3. Adopt an ordinance approving Zoning Ordinance Amendment No. 2022-05 establishing permit requirements and operational standards for the operation of mobile food trucks on private properties. DISCUSSION At the request of the City Council, staff has prepared two zoning ordinance amendments (ZOAs). The first, ZOA No. 2022-04, proposes to amend sections 41-130, 41-522, and 41-1341, and adds Section 41-130.5 and Article XXI (Outdoor Dining On Private Property) to Chapter 41 (Zoning) of the Santa Ana Municipal Code (SAMC) establishing regulations relating to the permit requirements and placement, development, and operational standards of outdoor dining areas on private properties. The second, ZOA No. 2022-05, proposes to amend Section 41-121 and adds Article XXII (Mobile Food Trucks On Private Property) to Chapter 41 of the SAMC establishing regulations relating to permit requirements and operational standards for mobile food trucks operating on private properties. City Council 29 – 1 12/6/2022 ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) December 6, 2022 Page 2 3 0 9 0 Planning Commission Action At its regularly scheduled meeting on November 14, 2022, the Planning Commission voted 4:0 (Vice-Chair Calderon, Alderete, and Morrissey absent) to recommend that the City Council adopt an ordinance approving ZOA No. 2022-04 and an ordinance approving ZOA No. 2022-05. After the Planning Commission meeting, minor changes to the mobile food truck ordinance were made to reflect feedback from the business community. ZOA No. 2022-04 for Outdoor Dining Chapter 41 of the SAMC currently regulates outdoor dining areas as an ancillary use to eating establishments and requires that such area provide off-street parking at a rate of eight parking spaces per 1,000 square feet of gross floor area but exempts such area to be parked if the area of outdoor dining is less than 25 percent of the gross floor area of the eating establishment, or 1,000 square feet, whichever is smaller. This current parking requirement can make outdoor dining costly and infeasible for small businesses. No additional specific outdoor dining regulations are currently prescribed within Chapter 41 of the SAMC. ZOA No. 2022-04 proposes to establish a streamlined administrative permit process and flexible regulations pertaining to the placement, development, and operation of outdoor dining areas that benefit eating establishments and enhance the pedestrian ambiance of the City. In addition, it proposes provisions to ensure that such areas do not adversely impact adjacent uses, properties, and surrounding neighborhoods. The proposed regulations build upon those regulations established by the Take It Outside guidelines (attached hereto as Exhibit 3 for reference) established pursuant to Executive Order No. 5-2020. In addition, ZOA 2022-04 proposes to reduce the off-street parking requirements for outdoor dining areas. Table 1 below illustrates the proposed regulations which would be applicable to all new outdoor dining areas and those proposed to be expanded. Table 1: ZOA No. 2022-04 Proposed Outdoor Dining Regulations Topic Proposed Regulations Application & Permit Require submittal of an administrative permit application and approval by the Planning and Building Agency (PBA). Zone Requirements Allow outdoor dining as an ancillary use in all zones that currently allow eating establishments, restaurants, cafes, etc. Placement, Development, & Design Standards 1. Allow a 15-percent encroachment into required front and street side yard setbacks. 2. Require landscape buffers between outdoor dining area and property lines and parking spaces/drive aisles. 3. Require the use of durable construction materials and compatibility with the architectural style of primary building/use. 4. Require measures to reduce potential impacts on nearby sensitive land uses. 5. Limit the signage to a menu board/sign. 6. Require lighting in accordance with Chapter 8 of the SAMC. City Council 29 – 2 12/6/2022 ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) December 6, 2022 Page 3 3 0 9 0 Topic Proposed Regulations Operational Standards 1. Require proper maintenance of the outdoor dining area and development site. 2. Require that the hours of operation be consistent with the eating establishment. 3. Require that the sale and consumption of alcohol be in accordance with an approved Conditional Use Permit. 4. Prohibit outdoor cooking. Parking Requirements Reduce the number of required off-street parking for outdoor dining areas. Outdoor dining areas of 500 square feet or less serving an eating establishment of less than 2,500 square feet will not be required to provide additional off-street parking. Outdoor dining areas less than 25-percent of the gross floor area of the eating establishment or 1,000 square feet, whichever is smaller, will continue to be exempt from providing additional parking as currently allowed per the SAMC. Outdoor dining areas exceeding these thresholds will require to provide off-street parking at a rate of one parking space per 250 square feet of outdoor dining area. In addition, parking exemptions have been included to allow up to three required parking spaces to be converted into outdoor dining for an integrated development site and up to 25-percent of the required parking spaces for a stand-alone eating establishment site. Executive Director Modifications Establish an administrative modification process that allows the Executive Director to grant modifications based on special circumstances and findings. Permit Enforcement, Modification, Revocation & Termination Establish an enforcement, modification, revocation, and termination process in which the outdoor dining permit can be revoked or modified by the City if the outdoor dining area turns into a public nuisance. In addition, it will establish a termination process in the event that the outdoor dining area is unoccupied or untenanted for more than six months. ZOA No. 2022-05 for Mobile Food Trucks The operation of mobile food trucks on private property on a semi-permanent basis is currently not allowed in the City. Mobile food trucks are currently only allowed to operate on a temporary basis during special events on private property through the issuance of a land use certificate by the PBA. ZOA No. 2022-05 proposes to allow mobile food trucks to operate on private property on a semi-permanent basis subject to the approval of a mobile food truck permit by the PBA and operational standards. The proposed operational standards build upon those established by the Take It Outside guidelines. Table 2 below illustrates the proposed mobile food truck regulations that would apply to mobile food trucks operating on private property citywide. Table 2: ZOA No. 2022-05 Proposed Mobile Food Truck Regulations Topic Proposed Regulations Application & Permit Require submittal of an administrative permit application and approval by the PBA for all mobile food trucks proposing to operate on private property. The permit would be required to be renewed yearly. Zone Requirements Allow mobile food trucks to operate as an ancillary use in all mixed use, professional, commercial, and industrials zones. Property & Location Requirements 1. Require that mobile food truck can only operate from a private property that is located along and adjacent to an arterial street, as identified by the Mobility Element of the General Plan. City Council 29 – 3 12/6/2022 ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) December 6, 2022 Page 4 3 0 9 0 Topic Proposed Regulations 2. Require that the private property be in compliance with all applicable development standards, such as parking, landscape, signage, etc. Nonconforming properties will have to provide site enhancements (i.e. new landscaping, trash enclosure, repaving and restriping parking, etc.) to bring the site into closer compliance. 3. Prohibit mobile food truck from operating on undeveloped/vacant lots and property developed as a standalone parking lot or a service/gas station. 4. Prohibit mobile food trucks from operating on private property that contains an existing eating establishment and/or is located within 300 feet of a site/property containing an eating establishment that operates during the proposed mobile food truck hours of operation. Requirement was modified after the Planning Commission hearing based on feedback from the business community. Number of Mobile Food Trucks per Lot Area Allow one mobile food truck per 10,000 square feet of lot area/integrated development site area, with a maximum of three total. Operational Standards 1. Require compliance with all applicable federal, state, and local laws. 2. Prohibit mobile food trucks from operating before 6:00 p.m. and after 2:00 a.m. daily. 3. Prohibit mobile food trucks from operating after 10:00 p.m. on Sundays through Thursdays and after 11:59 p.m. on Fridays and Saturdays, if within 200 feet of a property zoned and/or used strictly for residential purposes. 4. Prohibit mobile food trucks from operating on properties zoned and/or used strictly for residential purposes. 5. Prohibit overnight parking of mobile food trucks on the subject private property. 6. Prohibit mobile food trucks from encroaching into any required yards, path of travel, fire lanes, line of sight, etc. 7. Require that a unisex restroom be available to employees and customers within 50 feet of the mobile food truck. 8. Allow mobile food trucks to have a seating area of up to 350 square feet. 9. Require waste receptacles to be provided. 10. Require proper maintenance of the mobile food truck and its operations and development site. 11. Prohibit the use of generators and require direct connection to an electrical source. Permit Enforcement, Modification, Revocation, & Termination Establish an enforcement, modification, revocation, and termination process in which the mobile food truck permit can be revoked or modified by the City if the operation of the mobile food truck turns into a public nuisance. Consistency with the Santa Ana General Plan The proposed zoning ordinance amendments are consistent with various goals and policies of the Santa Ana General Plan. Goal 2 (Diverse Economic Base) of the Economic Prosperity Element (EP) encourages the maintenance and enhancement of the diversity and regional significance of the City’s economic base. Policy EP-2.6 (Small Business Assistance) supports and encourages small business development, incubators, and microenterprises through start-up assistance and identification of fiscal resources for entrepreneurship. The proposed amendments will provide small eating establishments the ability to expand their operations outdoors and provide City Council 29 – 4 12/6/2022 ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) December 6, 2022 Page 5 3 0 9 0 entrepreneurial opportunities for small businesses to start their own mobile food truck business. In addition, the actions will allow brick-and-mortar businesses to expand their operations to different locations and markets in the City. Goal 3 (Business Friend Environment) of the EP promotes a business friendly environment where businesses thrive and build on Santa Ana’s strengths and opportunities. Policy EP-3.5 (Simplify The Process) encourages the development of streamlined processes and business assistance through the permitting process. Policy EP-3.6 (Responsive to Trends) encourages the maintenance of flexible and up-to-date land use regulations that are responsive to changing business trends, best practices, technological advancements, and community needs. The proposed zoning ordinance amendments will create a streamlined and flexible permitting process for outdoor dining areas and mobile food trucks and establishes best practice development and operational standards. The amendments are also responsive to market conditions that were impacted by COVID-19. Goal 2 (Land Use Needs) of the Land Use Element (LU) encourages a balance of land uses that meet Santa Ana’s diverse needs. Policy LU-2.2 (Capture Local Spending) in particular encourages a range of commercial uses to capture a greater share of local spending, and offer a range of employment opportunities. Policy LU-2.7 (Business Incubator) encourages the support of land use decisions that encourage the creation, development, and retention of businesses in Santa Ana. The proposed zoning ordinance amendments will encourage the development of new businesses and help retain current businesses by providing them with tools to help them stay competitive with neighboring markets. Lastly, Goal 4 (Complete Communities) of the LU supports a sustainable Santa Ana through improvements to the built environment and a culture of collaboration. Policy LU- 4.1 (Complementary Uses) encourages the promotion of complete neighborhoods by encouraging a mix of complementary uses, community services, and people places within a walkable area. The proposed zoning ordinance amendments will provide ancillary and complementary uses and services, which will help promote the creation of complete and walkable neighborhoods and streets. Outdoor dining areas and mobile food trucks can assist with beautifying and activating retail centers and creating people places. ENVIRONMENTAL IMPACT Pursuant to the California Environmental Quality Act (“CEQA”) and the CEQA Guidelines, the adoption of these ordinances are exempt from CEQA review pursuant to sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because these ordinances will not result in a direct or reasonably foreseeable indirect physical change in the environment, as there is no possibility these ordinances will have a significant effect on the environment and are not a "project", as defined in Section 15378 of the City Council 29 – 5 12/6/2022 ZOA No. 2022-04 (Outdoor Dining) & ZOA No. 2022-05 (Mobile Food Trucks) December 6, 2022 Page 6 3 0 9 0 CEQA Guidelines. As a result, a Notice of Exemption, Environmental Review (ER) No. 2022-88 for ZOA No. 2022-04 and ER No. 2022-99 for ZOA No. 2022-05, will be filed upon adoption of these ordinances. FISCAL IMPACT There is no fiscal impact associated with the adoption of these ordinances. EXHIBIT(S) 1. Ordinance Approving ZOA No. 2022-04 2. Ordinance Approving ZOA No. 2022-05 3. City of Santa Ana: A Guide for Outdoor Business Operations "Take It Outside" 4. Copy of Public Hearing Notice Submitted By: Minh Thai, Executive Director, Planning and Building Agency Approved By: Kristine Ridge, City Manager City Council 29 – 6 12/6/2022 Ordinance No. NS-XXXX Page 1 of 12 ORDINANCE NO. NS-XXX ZONING ORDINANCE AMENDMENT NO. 2022-04 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA AMENDING SECTIONS 41-130, 41-522 AND 41-1341 OF, AND ADDING SECTION 41-130.5 AND ARTICLE XXI (OUTDOOR DINING ON PRIVATE PROPERTY) TO, CHAPTER 41 (ZONING) OF THE SANTA ANA MUNICIPAL CODE ESTABLISHING REGULATIONS RELATING TO THE PLACEMENT, DEVELOPMENT, AND OPERATION OF OUTDOOR DINING ON PRIVATE PROPERTY THE CITY COUNCIL OF THE CITY OF SANTA ANA HEREBY ORDAINS AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and, declares as follows: A. On March 17, 2020, the City Council proclaimed the existence of a local emergency to ensure the availability of mutual aid and support an effective response to the novel coronavirus (“COVID-19”) pandemic. B. On May 8, 2020, the state moved into Stage 2 of the California Resilience Roadmap, which allowed non-essential retail businesses and restaurants to reopen for curbside pickups and deliveries. C. On May 23, 2020, the County of Orange announced the State’s approval of the County’s plan to accelerate local businesses further into Stage 2 of the California Resilience Roadmap. D. On May 28, 2020, the City Manager, acting as Director of Emergency Services, approved Executive Order No. 5-2020 allowing restaurants and retail businesses to temporarily use public and private sidewalks and parking spaces for outdoor dining and retail operations to help stimulate the economy. In addition, the City Manager issued and published written guidelines (“A Guide for Outdoor Business Operations”) providing guidance and safety measures for businesses to implement. E. On December 15, 2020, the Orange County Board of Supervisors awarded a $500,000 grant to the City for the use of developing safe outdoor dining opportunities for businesses along or within 500 feet of First Street and Seventeenth Street. The City utilized the grant money to retain a vendor to design, construct, and install 22 outdoor dining parklets for restaurants located on private property. Parklets included tables, chairs, bistro lights, railings, planters, drought resistant tolerant plants, umbrellas, shade sails, roman shades, and painted flooring or wood, and cement decks. City Council 29 – 7 12/6/2022 Ordinance No. NS-XXXX Page 2 of 12 F. On June 1, 2021, the City Council adopted Resolution No. 2021-29 extending Executive Order No. 5-2020 for a period of one year from the date on which the State moved beyond the Blueprint for a Safer Economy. G. On June 15, 2021, the State moved beyond the Blueprint for a Safer Economy. H. On May 3, 2022, the City Council directed staff to prepare a permanent outdoor dining ordinance to expand outdoor dining opportunities on private property citywide, to enhance the user experience, to create healthy, sustainable, and vibrant neighborhoods, and to support the local economy. I. The proposed amendments to the Santa Ana Municipal Code (SAMC) support the objectives and policies of the City’s General Plan. J. On November 14, 2022, the Planning Commission held a duly-noticed public hearing to consider this Ordinance, where all interested persons were given an opportunity to be heard, and recommended approval of the ordinance to the City Council. K. On December 6, 2022, the City Council held a duly-noticed public hearing to consider this Ordinance, where all interested persons were given an opportunity to be heard. Section 2. The recitals above are each incorporated by reference and adopted as findings by the City Council. Section 3. Section 41-130 (Reserved) of Chapter 41 of the SAMC is hereby amended to read as follows: Sec. 41-130. – ReservedOutdoor Dining. Outdoor Dining means an ancillary outdoor area use on private property where tables and chairs are provided for patrons to consume food and/or beverages provided by an adjacent eating establishment. Section 4. Section 41-130.5 (Outdoor Dining Area) of Chapter 41 of the SAMC is hereby added to read as follows: Sec. 41-130.5 – Outdoor Dining Area. Outdoor Dining Area means an approved designated outdoor dining area, in accordance with Article XXI (Outdoor Dining on Private Property) of this Chapter, that is enclosed by permanent improvements such as landscape, planters, fencing, decks, patio or shade structures, or other decorative barriers. City Council 29 – 8 12/6/2022 Ordinance No. NS-XXXX Page 3 of 12 Section 5. Section 41-522 (Uses subject to a conditional use permit in the C- SM district) of Chapter 41 of the SAMC is hereby amended to read as follows: Sec. 41-522. – Uses subject to a conditional use permit in the C-SM district. The following uses may be permitted in the C-SM district subject to the issuance of a conditional use permit: a. Clubs, lodges, and fraternal organizations. b. Outdoor and indoor recreational or entertainment uses including night clubs, other than those set forth in Section 41-521 of this Chapter. c. Hotels, motels, lodging houses, care homes, fraternity houses and sorority houses. d. Thrift and resale stores, antique shops and collectable stores, excluding pawn shops and auction houses. e. Eating establishments open at any time between the hours of 12:00 midnight and 5:00 a.m. and located within one hundred fifty (150) feet of residentially zoned or used property, measured from property line to property line. f. Laundromats. g. Ancillary outdoor dining facilities located in the front yard area. hg. Banquet facilities, subject to development and operational standards set forth in Section 41-199.1 of this Chapter. ih. Banquet facilities as an ancillary use, subject to development and operational standards set forth in Section 41-199.1 of this Chapter. ji. Automobile repair and automobile servicing. kj. Retail markets having less than twenty thousand (20,000) square feet of floor area which are open at any time between the hours of 12:00 midnight and 5:00 a.m. lk. Churches and accessory church buildings. Section 6. Section 41-1341 (Restaurants, cafes, etc.) of Chapter 41 of the SAMC is hereby amended to read as follows: Sec. 41-1341. – Restaurants, cafes, etc. City Council 29 – 9 12/6/2022 Ordinance No. NS-XXXX Page 4 of 12 (a) The minimum off-street parking requirements for restaurants, cafes and other eating establishments are as follows: eight (8) spaces for each one thousand (1,000) square feet of gross floor area and open-air dining area except that an open-air dining area no greater than twenty-five (25) per cent of the gross floor area of the restaurant, or one thousand (1,000) square feet, whichever is smaller, is exempt from a parking requirement. (1) Eight (8) spaces for each one thousand (1,000) square feet of gross floor area. (2) An outdoor dining area equal to or less than five hundred (500) square and serving an eating establishment of less than two thousand five hundred (2,500) square feet does not require additional off-street parking. (3) An outdoor dining area less than twenty-five (25) percent of the gross floor area of the eating establishment or one thousand (1,000) square feet, whichever is smaller, does not require additional off-street parking. (4) An outdoor dining area exceeding the thresholds established by subsection 2 and 3 above shall provide off-street parking at a rate of one (1) space per each two hundred and fifty (250) square feet of outdoor dining area above the thresholds. (5) An outdoor dining area located within the public-right-of way and approved in accordance with Article VI of Chapter 33 of the SAMC does not require additional off-street parking. (b) Each drive-through eating establishment shall have vehicular stacking lanes of at least eighty (80) feet from the center of the pick-up window or pay window, whichever is closer to the menu board; and eighty (80) feet from the order point or menu board to the beginning of the drive-through lane. Such stacking lanes shall be located so that they do not serve as entries to parking spaces. Section 7. Article XXI (Outdoor Dining on Private Property) to Chapter 41 of the SAMC is hereby added in its entirety to read as follows: ARTICLE XXI. – OUTDOOR DINING ON PRIVATE PROPERTY Sec. 41-2200. – Purpose. The purpose and intent of this Article is to create a streamline administrative permit process for outdoor dining areas located on private property in order to benefit tenants, property owners, and the public, and to establish regulations that enhance the pedestrian ambiance of the City and ensure that such outdoor dining areas do not adversely impact adjacent uses, properties, and surrounding neighborhoods. City Council 29 – 10 12/6/2022 Ordinance No. NS-XXXX Page 5 of 12 Sec. 41-2201. – Applicability. (a) The provisions of this Article shall apply to: (1) All new outdoor dining areas located on private property; and (2) All legally established and existing outdoor dining areas located on private property that are proposed to be expanded or enlarged. (b) The provisions of this Article do not apply to: (1) Common outdoor dining and seating areas as part of a development that has been approved through a Development Project Plan in accordance with Division 3 of Article V of this Chapter; and (2) Outdoor dining areas in the public right-of-way that are subject to the provisions set forth in Article VI (Outdoor Dining Areas in the Public Right- Of-Way) of Chapter 33 (Streets, Sidewalks and Public Works) of the SAMC. (c) The provisions of this Article are not intended to provide exclusive regulation of the development of an outdoor dining area. An outdoor dining area shall comply with all applicable state and federal laws and all local regulations imposed in other articles of this Chapter and other city ordinances, unless explicitly exempted under this Article. Should a conflict exist between the provisions of this Article and the provisions of other articles of this Chapter, the provisions of this Article shall prevail, unless otherwise determined by the Director of the Planning and Building Agency. Sec. 41-2202. – Application, Permit, and Review Requirements. (a) An outdoor dining area shall require approval of an administrative application and permit as established by the Executive Director of the Planning and Building Agency, and shall be developed in compliance with an approved site plan that indicates the area dedicated for outdoor dining and the maximum seating capacity. (b) Approval of the outdoor dining area permit shall be granted only to the property owner or business owner of the eating establishment with written concurrence of the property owner. (c) When an eating establishment use is proposed to be replaced with another eating establishment where an outdoor dining area permit has been previously approved pursuant to this Article, the new business owner may continue to utilize the existing outdoor dining area without obtaining a separate outdoor dining permit, so long as such business owner submits an agreement to comply with the previously approved outdoor dining area permit application, conditions, and the requirements of this Article. Such agreement shall be on a form as approved by the Executive Director of the Planning and Building Agency. City Council 29 – 11 12/6/2022 Ordinance No. NS-XXXX Page 6 of 12 Sec. 41-2203. – Zone Requirements. An outdoor dining area shall be permitted as an ancillary use in all zones where eating establishments are permitted or conditionally permitted. Sec. 41-2204. – Placement, Development, and Design Standards. An outdoor dining area shall comply with the following placement, development, and design standards: (a) The location of the outdoor dining area shall be approved by the property owner(s) with consent of the affected business(es). (b) An outdoor dining area may encroach into and up to fifteen (15) percent of the required front and street side yard areas. (c) The outdoor dining area shall provide and maintain: (1) a five (5) foot landscape buffer between property lines and the edge of the outdoor dining area; and (2) a three (3) foot landscape buffer between parking spaces and vehicular areas and the edge of the outdoor dining area. (d) The outdoor dining area shall comply with corner and driveway obstruction line-of-sight standards, as modified from time to time. (e) The outdoor dining area shall not obstruct any required off-street parking spaces, drive aisles, paths of travel, ingress or egress, emergency access/exits, or fire lanes unless replaced elsewhere on site. (f) The outdoor dining area shall be constructed on a permanent raised pad with curbs and may be enclosed by a permanent barrier made of landscape planters, fencing, decking, shade structures and other decorative materials that physically separate and/or define the outdoor dining area. If installed, the height of the barrier shall not exceed four (4) feet in height. (g) Awnings, covers, furniture, umbrellas, shade structures, and other physical elements shall be compatible with the character of the primary use structure and shall be fire-retardant, pressure-treated or manufactured of fire-resistant materials. (h) Planter boxes, if installed, shall be made of durable materials such as wood, ceramic, stone, or metal. City Council 29 – 12 12/6/2022 Ordinance No. NS-XXXX Page 7 of 12 (i) Signage within the outdoor dining area is prohibited with the exception of a menu board. A menu board of up to six (6) square feet may be displayed within the outdoor dining area. (j) Lighting in accordance with Chapter 8 of the SAMC shall be provided to illuminate the outdoor dining area during nighttime hours. (k) When an outdoor dining area is located adjacent to sensitive uses (e.g., residential uses, parks, playgrounds, and private and public schools (k- 12)), provisions shall be made to minimize noise, light, and odor impacts on the adjacent sensitive uses. This may include without limitation a sound-buffering acoustic wall and/or separation by a physical barrier to define the limits of the outdoor dining area. Sec. 41-2205. – Operational Standards. Outdoor dining shall comply with the following operational standards: (a) All areas in and around the outdoor dining area shall be well kept and maintained free of trash and debris. (b) The hours of operation for the outdoor dining area shall be limited to the hours of operation for the eating establishment. However, if the outdoor dining area is adjacent to a sensitive use, such hours of operation may be restricted to reasonable operating hours as determined by the Executive Director of the Planning and Building Agency. (c) The outdoor dining area shall be operated in a manner to comply with the noise provisions pursuant to Section 10-153 of Chapter 10 of the SAMC. (d) Establishments with an approved conditional use permit (CUP) pursuant to Section 41-196 (Establishments Selling Alcoholic Beverages) of this Chapter may serve alcoholic beverages within the outdoor dining area if consistent with the scope and intent of the CUP, as evaluated by the Executive Director of the Planning and Building Agency. (e) No heating, cooking or open flames are permitted in the outdoor dining area. (f) Heating units are permitted only if an outdoor approved type and located in accordance with the manufacturer’s recommendations. Propone tanks, if used, shall not be stored outdoors. (g) Movable furniture must be secured or moved inside the primary establishment at closing time. (h) All outdoor dining furnishings and materials shall be maintained and cleaned regularly with no ripped, faded, or otherwise damaged materials. Any damaged materials shall be repaired or replaced immediately. City Council 29 – 13 12/6/2022 Ordinance No. NS-XXXX Page 8 of 12 (i) The outdoor dining area shall be operated in a manner that complies with all applicable federal, state, county and city laws and regulations. (j) The outdoor dining area shall not be detrimental to the health, safety, or welfare of persons residing or working in the vicinity. Sec. 41-2206. – Off Street Parking Requirements for Outdoor Dining Areas. Off-street parking for an outdoor dining area shall be provided in accordance to Section 41-1341 of this Chapter, except that: (a) An outdoor dining area located within an integrated development site, as defined in Section 41-83.5 of this Chapter, may convert up to three (3) required off-street parking spaces into outdoor dining without needing to replace such parking. An integrated development site with two-hundred fifty (250) or more off-street parking spaces may convert additional required off-street parking spaces into outdoor dining at the discretion and approval of the Executive Director of the Planning and Building Agency. (b) An outdoor dining area located within a stand-alone development site with one primary eating establishment may convert up to twenty-five (25) percent of the required off street parking spaces into outdoor dining without needing to replace such parking. Sec. 41-2207. – Outdoor Dining Area Modification by Executive Director. The standards of this Article are intended to promote quality development of outdoor dining areas. In special circumstances, modifications to the placement and development standards required per Sec. 41-2204 of this Article may be adjusted, subject to the applicant providing the necessary information for the Executive Director of the Planning and Building Agency to make an informed decision in grating or denying the request for the modification. The approval of a modification per this section shall be accompanied by the following findings: a) Approval of the modification would not result in detrimental impacts to adjacent properties or the character and function of the neighborhood. b) The design, development, and conditions associated with the outdoor dining area are consistent with the goals, policies, and intent of the General Plan, and the purpose, intent, and character of the applicable zone. c) The outdoor dining area creates and provides a visually pleasing setting for occupants, visitors and the general community. d) To the maximum extent feasible, the outdoor dining project includes improvement to the site such as but not limited to: City Council 29 – 14 12/6/2022 Ordinance No. NS-XXXX Page 9 of 12 (1) Landscaping shall be improved to bring the site closer into compliance with the landscaping requirements of this Chapter; (2) Parking areas in poor condition shall be improved and maintained in accordance with Section 41-1304 of this Chapter; (3) Bicycle parking shall be provided and maintained in accordance with Section 41-1307.1 of this Chapter. (4) Building(s) on the site shall be repainted as needed; and (5) A trash enclosure in accordance with this Chapter shall be constructed or rehabilitated as determined by the Public Works and Planning and Building agencies. Sec. 41-2208. – Enforcement, Modification, Revocation and Termination of Outdoor Dining Area Permit. (a) It is unlawful for any property owner, business owner, operator, tenant, or other person in control of property within the city for which the provisions set forth in this Article apply, to operate an outdoor dining area without an outdoor dining area permit, or to fail to comply with each and every condition of that outdoor dining area permit. (b) Each and every violation of this Article shall constitute a separate violation and shall be subject to all remedies and enforcement measures authorized by the SAMC. Additionally, as a nuisance per se, any violation of this Article shall be subject to injunctive relief, revocation of the outdoor dining area permit, revocation of certificate of occupancy for the eating establishment, disgorgement and payment to the City of any and all monies unlawfully obtained, costs of abatement, costs of investigation, attorney’s fees, and any other relief or remedy available at law or equity. The City may also pursue any and all remedies and actions available and applicable under local and state laws for any violations committed by an outdoor dining permittee and persons related or associated with the business. (c) When an authorized City of Santa Ana representative finds that any of the provisions of this Article have been violated or that any of the following findings of fact can be made, the Executive Director of the Planning and Building Agency, or its designee, may revoke, suspend, or modify an outdoor dining area permit: (1) Circumstances under which the outdoor dining permit was granted have been changed by the operator to a degree that the public convenience, health, interest, safety or welfare require revocation or modification; City Council 29 – 15 12/6/2022 Ordinance No. NS-XXXX Page 10 of 12 (2) The outdoor dining permit was issued, in whole or in part, on the basis of a misrepresentation or omission of a material statement in the application; (3) One (1) or more of the requirements of the outdoor dining permit have not been substantially fulfilled or have been violated; (4) The improvement/use authorized in compliance with the outdoor dining permit approval is in violation of any code, law, ordinance, regulation or statute of the city, state or federal government; or (5) The improvement/use authorized in compliance with the outdoor dining permit has become detrimental to the public convenience, health, interest, safety or welfare, or the manner of operation constitutes or is creating a nuisance. (d) No such revocation shall become effective until the outdoor dining permit holder has been notified in writing by certified mail of the right to appeal the revocation decision pursuant to the provision of Chapter 3 of the SAMC. If a timely appeal is filed, the revocation shall be effective only upon decision of a hearing officer as provided for in Chapter 3 of the SAMC. Otherwise, the revocation shall become effective after the time for appeal has passed. (e) An outdoor dining area permit shall be terminated and the outdoor dining area and its improvements shall be removed and rehabilitated to their original use by the property owner if the outdoor dining area is vacant, unused, or unoccupied for more than six (6) months, or if the eating establishment is replaced with a non-eating establishment. Section 8. The City Council may, by resolution, establish a fee for the administrative outdoor dining permit required per this ordinance. The City Council shall from time to time by resolution adopt a schedule of fees to be charged. Section 9. The City Council finds and determines that this ordinance is not subject to the California Environmental Quality Act (CEQA). Pursuant to CEQA and the CEQA Guidelines, the adoption of this Ordinance is exempt from CEQA review pursuant to Sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because it will not result in a direct or reasonably foreseeable indirect physical change in the environment, as there is no possibility it will have a significant effect on the environment and it is not a "project", as defined in Section 15378 of the CEQA Guidelines. As a result, a Notice of Exemption, Environmental Review No. 2022-88, will be filed upon adoption of this ordinance. City Council 29 – 16 12/6/2022 Ordinance No. NS-XXXX Page 11 of 12 Section 10. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional. Section 11. This Ordinance shall become effective thirty (30) days after its adoption. Section 12. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law. ADOPTED this _______ day of ___________, 2022. ________________________________ Vicente Sarmiento Mayor APPROVED AS TO FORM Sonia R. Carvalho, City Attorney By: _________________________ John M. Funk Chief Assistant City Attorney AYES: Councilmembers: __________________________________ NOES: Councilmembers: __________________________________ ABSTAIN: Councilmembers: _________________________________ NOT PRESENT: Councilmembers: _________________________________ City Council 29 – 17 12/6/2022 Ordinance No. NS-XXXX Page 12 of 12 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, ____________________, Clerk of the Council, do hereby attest to and certify that the attached Ordinance No. NS-_______ to be the original ordinance adopted by the City Council of the City of Santa Ana on ___________________, 2022 and that said ordinance was published in accordance with the Charter of the City of Santa Ana. Date: ______________________ ________________________________ Clerk of the Council City of Santa Ana City Council 29 – 18 12/6/2022 Ordinance No. NS-XXXX Page 1 of 9 ORDINANCE NO. NS-XXX ZONING ORDINANCE AMENDMENT NO. 2022-05 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA ANA AMENDING SECTION 41-121 OF, AND ADDING ARTICLE XXII (MOBILE FOOD TRUCKS ON PRIVATE PROPERTY) TO, CHAPTER 41 (ZONING) OF THE SANTA ANA MUNICIPAL CODE ESTABLISHING REGULATIONS RELATING TO THE OPERATION OF MOBILE FOOD TRUCKS ON PRIVATE PROPERTY THE CITY COUNCIL OF THE CITY OF SANTA ANA HEREBY ORDAINS AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and, declares as follows: A. On March 17, 2020, the City Council proclaimed the existence of a local emergency to ensure the availability of mutual aid and support an effective response to the novel coronavirus (“COVID-19”) pandemic. B. On May 28, 2020, the City Manager, acting as Director of Emergency Services, approved Executive Order No. 5-2020 allowing restaurants and retail businesses to temporarily use public and private sidewalks and parking spaces for outdoor dining and retail operations to help stimulate the economy. In addition, the City Manager issued and published written guidelines (“A Guide for Outdoor Business Operations”) providing guidance and safety measures for businesses to implement. C. On July 7, 2020, the City Council approved Resolution No. 2020-055, which temporarily allowed food vending vehicles to use private properties for vending activities and updated the Guide for Outdoor Business Operations to include guidance and safety measures for the operation of food vending vehicles on private properties. D. On June 1, 2021, the City Council adopted Resolution No. 2021-29 extending Executive Order No. 5-2020 for a period of one year from the date on which the State moved beyond the Blueprint for a Safer Economy. E. On June 15, 2021, the State moved beyond the Blueprint for a Safer Economy. F. On July 11, 2022, the City Manager, acting as Director of Emergency Services, approved Executive Order No. 18-2022 allowing the continued operation of food vending vehicles on private property until December 31, 2022. In addition, City Council directed staff to evaluate best practices and present City Council with options and recommendations on permanent regulations for food vending vehicles on private property prior to December 31, 2022. City Council 29 – 19 12/6/2022 Ordinance No. NS-XXXX Page 2 of 9 G. The proposed amendments to the Santa Ana Municipal Code (SAMC) support the objectives and policies of the City’s General Plan. H. On November 14, 2022, the Planning Commission held a duly-noticed public hearing to consider this Ordinance, where all interested persons were given an opportunity to be heard, and recommended approval of the ordinance to the City Council. I. On December 6, 2022, the City Council held a duly-noticed public hearing to consider this Ordinance, where all interested persons were given an opportunity to be heard. Section 2. The recitals above are each incorporated by reference and adopted as findings by the City Council. Section 3. Section 41-121 (Reserved) of Chapter 41 of the SAMC is hereby amended to read as follows: Sec. 41-121. – ReservedMobile Food Truck. Mobile Food Truck means a motorized vehicle or mobile food unit. licensed by the California Department of Motor Vehicles, designed and equipped to prepare, serve, and sell food and/or non-alcoholic beverages. For purposes herein, the term “food” shall mean fruit, meat, vegetables, or other nutritious substance, dispensed in prepared, packaged or other form suitable for immediate ingestion or consumption by human beings. “Mobile Food Truck” shall not include a trailer or any wagon or pushcart, either propelled or drawn by motorized or other force, or any other vehicle incidentally used for dispensing food. Section 4. Article XXII (Mobile Food Trucks on Private Property) to Chapter 41 of the SAMC is hereby added in its entirety to read as follows: ARTICLE XXII. – MOBILE FOOD TRUCKS ON PRIVATE PROPERTY Sec. 41-2300. – Purpose. The purpose and intent of this Article is to create a streamline administrative permit process allowing mobile food trucks to operate on private property in order to provide entrepreneurial opportunities for small businesses to operate in the City and benefit the community by providing gourmet and fast food services to the City residents, workers, and visitors, and to establish regulations that ensure mobile food trucks are operated in a safe manner and do not create a public nuisance. Sec. 41-2301. – Applicability. (a) The provisions of this Article shall apply to all mobile food trucks operating on private property, unless exempted by Section 41-2305(b). Mobile food trucks may operate on City owned property with prior written consent and approval by the City Manager or designee and shall be subject to the provisions of this Article as deemed appropriate by the City Manager or designee. City Council 29 – 20 12/6/2022 Ordinance No. NS-XXXX Page 3 of 9 (b) The provisions of this Article do not apply to any of the following: (1) Mobile food trucks operating in the public right-of-way subject to the provisions of Article XIV (Food Vending Vehicles) of Chapter 36 (Traffic) of the SAMC. (2) Mobile food trucks operating in conjunction with any city-sponsored event where the operator of the mobile food truck is operating pursuant to a valid contract with the City. (3) Mobile food trucks operating in conjunction with an approved land use certificate and/or special event permit for temporary outdoor activities. (4) Mobile food trucks operating in a construction site (site with a valid building or grading permit) or business which does not vend to the general public during the time on the site and does not conduct operations on any single private property for more than forty-five (45) minutes. (c) The provisions of this Article are not intended to provide exclusive regulation of the operation of mobile food trucks on private property. Mobile food trucks shall comply with all applicable state and federal laws and all local regulations imposed in other articles of this Chapter and other city ordinances, unless explicitly exempted under this Article. Should a conflict exist between the provisions of this Article and the provisions of other articles of this Chapter, the provisions of this Article shall prevail, unless otherwise determined by the Director of the Planning and Building Agency. Sec. 41-2303. – Application, Permit, and Review Requirements. (a) No mobile food truck shall operate on private property without obtaining approval of an administrative mobile food truck application and permit as established by the Executive Director of the Planning and Building Agency. Approval of the mobile food truck permit shall be granted only to the business owner/operator of the mobile food truck that holds a valid City business license and a health permit from the County of Orange Health Care Agency. (b) An approved permit for a mobile food truck shall be renewed on an annual basis on the anniversary date of the original approved permit. An application for renewal shall be submitted to the Planning and Building Agency no later than sixty (60) days prior to the expiration of the approved permit. (c) The business owner/operator of the mobile food truck shall maintain and store a copy of the mobile food truck permit within the mobile food truck and shall present the permit, upon request, to a city police officer, code enforcement officer, or any other person designated by the City to enforce this Article. City Council 29 – 21 12/6/2022 Ordinance No. NS-XXXX Page 4 of 9 Sec. 41-2304. – Zone Requirements. Mobile food trucks may operate on private property, as an accessory use, that is zoned as mixed use, professional, commercial, or industrial, and all specific development and specific plan areas that have similar zones. Sec. 41-2305. – Property and Location Requirements. Mobile food trucks may only operate on private property that comply with the following property and location requirements: (a) The private property is located along an arterial street, as identified in the Mobility Element of the General Plan. (b) The private property is developed in accordance with the development standards of this Chapter for the primary use(s) and the zoning designation of the property. Mobile food trucks may operate on a nonconforming site only if the following conditions are satisfied, as deemed appropriate by the Executive Director of the Planning and Building Agency: (1) All signage on the building(s) and site shall be brought into conformity with the requirements of this Chapter; (2) Landscaping shall be improved to bring the site closer into compliance with the landscaping requirements of this Chapter; (3) Parking areas in poor condition shall be improved and maintained in accordance with Section 41-1304 of this Chapter; (4) Bicycle parking shall be provided in accordance with Section 41-1307.1 of this Chapter. (5) Building(s) on the site shall be repainted as need; and/or (6) A trash enclosure in accordance with this Chapter shall be constructed or rehabilitated if one is already built on site. (c) The private property is not a stand-alone parking lot or undeveloped vacant property. (d) The private property is not developed as a service or gas station. (e) The private property does not contain a legally established eating establishment and/or is not located within three hundred (300) feet, as measured from the outermost boundary of the property, of a lot that contains a legally established eating establishment and which operates during the proposed mobile food truck hours of operation. If an eating establishment is established within this separation requirement subsequent to the mobile food truck being approved, nothing shall prohibit the mobile food truck from continuing to operate at the approved location. City Council 29 – 22 12/6/2022 Ordinance No. NS-XXXX Page 5 of 9 Sec. 41-2306. – Maximum Number of Mobile Food Trucks Per Lot Area. No more than one (1) mobile food truck per ten thousand (10,000) square feet of lot area or integrated development site area, as defined in Section 41-83.5 of this Chapter, shall be allowed. However, in no event shall more than three (3) mobile food trucks be allowed to operate on a single lot or integrated development site. Sec. 41-2307. – Operational Standards. All mobile food trucks operating within private property shall comply with the following operational standards: (a) Mobile food trucks shall comply with all applicable federal, state, and local laws, ordinances and regulations including, without limitation, state food labeling and preparation requirements, fire codes and regulations, and Americans with Disabilities Act (ADA) and regulations. (b) Mobile food trucks shall not operate before 6:00 p.m. or after 2:00 a.m., including set-up and clean-up. If operating within two hundred (200) feet of a residential zone or property used for residential purposes, the mobile food truck shall not operate after 10:00 p.m. on Sunday through Thursday and 11:59 p.m. on Friday and Saturday. (c) Mobile food trucks shall not be parked or stored overnight on the permitted vending site. (d) Mobile food trucks shall only be parked and operate from the area approved on the site plan by the Planning and Building Agency. (e) Mobile food trucks shall only occupy parking spaces not required to meet the minimum parking requirements of the primary use(s) on the property per Article XV (Off-Street Parking) of this Chapter. This requirement does not apply if the hours of operation for the mobile food truck and primary use(s) do not coincide. However, in no case shall a mobile food truck and its operations occupy more than twenty-five-percent (25%) of the entire parking area. If multiple mobile food trucks operate on a lot, then no more than fifty-percent (50%) of the entire parking area shall be occupied. (f) The outdoor dining area shall comply with corner and driveway obstruction line- of-sight standards, as modified from time to time. (g) A minimum of one (1) permanent and accessible public restroom shall be provided on-site and within fifty (50) feet of the mobile food truck and shall be available for use by the employees and customers of the mobile food truck during all hours of operation. Portable restrooms are prohibited to satisfy this requirement. City Council 29 – 23 12/6/2022 Ordinance No. NS-XXXX Page 6 of 9 (h) A maximum three hundred fifty (350) square-foot, uncovered seating area, may be provided to serve the patrons of the mobile food truck. The seating area may consist of portable chairs, tables, canopies, and barricades which shall be removed prior to closure of the mobile food truck. The seating area shall be located in an area of the site that does not interfere or obstruct any landscape, parking stalls, driveways and circulation, walkways, or fire lanes and hydrants. (i) No part of the mobile food truck operations, including seating and equipment, shall encroach onto the public sidewalk or street. The mobile food truck operator shall manage customer queuing and ensure pedestrian accessibility is maintained. (j) At minimum, two (2) waste receptacles shall be provided on-site and adjacent to the mobile food truck during all hours of operations and shall be removed prior to the closure of the mobile food truck. (k) Litter generated by the mobile food truck and its patrons, within a fifty (50) foot radius of the mobile food truck, shall be removed prior to the closure of the mobile food truck and disposed at an approved commissary. (l) Lighting shall be provided during hours of darkness to ensure customer safety. Lighting shall not create glare and shall be directed downward and away from adjacent properties. (m) The mobile food truck and its operations shall at all times comply with the noise provisions pursuant to Section 10-153 of Chapter 10 of the SAMC. (n) Mobile food truck operators shall be responsible for controlling smoke and odors caused by the mobile food truck and its operations. (o) No signage other than that exhibited on the mobile food truck may be displayed. (p) No alcoholic beverages shall be served or sold by the mobile food truck. (q) No mobile food truck shall cause or dispose of oil or grease on the lot. Wastewater generated on-site shall not be released on-site or into the storm drainage system. (r) The mobile food truck shall be entirely self-sufficient in regards to gas, water, and wastewater. The use of generators (i.e. portable or vehicle mounted) to supply electricity to the mobile food truck and its operations is prohibited. A mobile food truck shall utilize an electrical connection to maintain power. The electrical connection shall be approved by the Planning and Building Agency and shall be installed adjacent to the mobile food truck and in a manner that does not create a public safety hazard. City Council 29 – 24 12/6/2022 Ordinance No. NS-XXXX Page 7 of 9 Sec. 41-2308. – Enforcement, Modification, Revocation and Termination of Mobile Food Truck Permit. (a) It is unlawful for any property owner, business owner, operator, tenant, or other person in control of property within the city for which the provisions set forth in this Article apply, to operate a mobile food truck without a mobile food truck permit, or to fail to comply with each and every condition of that mobile food truck permit. (b) Each and every violation of this Article shall constitute a separate violation and shall be subject to all remedies and enforcement measures authorized by the SAMC. Additionally, as a nuisance per se, any violation of this Article shall be subject to injunctive relief, revocation of the mobile food truck permit, disgorgement and payment to the City of any and all monies unlawfully obtained, costs of abatement, costs of investigation, attorney’s fees, and any other relief or remedy available at law or equity. The City may also pursue any and all remedies and actions available and applicable under local and state laws for any violations committed by the mobile food truck permittee and persons related or associated with the business. (c) When an authorized City of Santa Ana representative finds that any of the provisions of this Article have been violated or that any of the following findings of fact can be made, the Executive Director of the Planning and Building Agency, or its designee, may revoke, suspend, or modify the mobile food truck permit: (1) The mobile food truck permit was issued, in whole or in part, on the basis of a misrepresentation or omission of a material statement in the application; (2) One (1) or more of the requirements of the mobile food truck permit have not been substantially fulfilled or have been violated; (3) The mobile food truck and its operations authorized in compliance with the mobile food truck permit are in violation of any code, law, ordinance, regulation or statute of the city, state or federal government; or (4) The mobile food truck and its operations authorized in compliance with the mobile food truck permit have become detrimental to the public convenience, health, interest, safety or welfare, or the manner of operation constitutes or is creating a nuisance. (d) No such revocation shall become effective until the mobile food permit holder has been notified in writing by certified mail of the right to appeal the revocation decision pursuant to the provision of Chapter 3 of the SAMC. If a timely appeal is filed, the revocation shall be effective only upon decision of a hearing officer as provided for in Chapter 3 of the SAMC. Otherwise, the revocation shall become effective after the time for appeal has passed. (e) A mobile food truck permit shall be terminated if the mobile food truck permit is not renewed pursuant to Section 41-2303 of this Article. City Council 29 – 25 12/6/2022 Ordinance No. NS-XXXX Page 8 of 9 Section 5. The City Council may, by resolution, establish a fee for the administrative mobile food truck permit required by this ordinance. The City Council shall from time to time by resolution adopt a schedule of fees to be charged. Section 6. The City Council finds and determines that this ordinance is not subject to the California Environmental Quality Act (CEQA). Pursuant to CEQA and the CEQA Guidelines, the adoption of this Ordinance is exempt from CEQA review pursuant to Sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because it will not result in a direct or reasonably foreseeable indirect physical change in the environment, as there is no possibility it will have a significant effect on the environment and it is not a "project", as defined in Section 15378 of the CEQA Guidelines. As a result, a Notice of Exemption, Environmental Review No. 2022-99, will be filed upon adoption of this ordinance. Section 7. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional. Section 8. This Ordinance shall become effective thirty (30) days after its adoption. Section 9. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law. ADOPTED this _______ day of ___________, 2022. ________________________________ Vicente Sarmiento Mayor APPROVED AS TO FORM Sonia R. Carvalho, City Attorney By: _________________________ John M. Funk Chief Assistant City Attorney City Council 29 – 26 12/6/2022 Ordinance No. NS-XXXX Page 9 of 9 AYES: Councilmembers: __________________________________ NOES: Councilmembers: __________________________________ ABSTAIN: Councilmembers: _________________________________ NOT PRESENT: Councilmembers: _________________________________ CERTIFICATE OF ATTESTATION AND ORIGINALITY I, ____________________, Clerk of the Council, do hereby attest to and certify that the attached Ordinance No. NS-_______ to be the original ordinance adopted by the City Council of the City of Santa Ana on ___________________, 2022 and that said ordinance was published in accordance with the Charter of the City of Santa Ana. Date: ______________________ ________________________________ Clerk of the Council City of Santa Ana City Council 29 – 27 12/6/2022 City Council 29 – 28 12/6/2022 REV 8/12/2020 2 | Page TABLE OF CONTENTS PREFACE .....................................................................................................................................3 REOPENING CALIFORNIA.........................................................................................................3 RESTAURANT + RETAIL RECOVERY PROGRAM ...........................................................................3 GUIDELINES TO EXPAND SEATING AND SALES AREAS.............................................................3 TEMPORARY OUTDOOR DINING + RETAIL ACTIVITY IN PUBLIC RIGHTS-OF-WAY IN ONLY IN DOWNTOWN ..........................................................................................................................4 Sidewalks ............................................................................................................................. 4 Food Islands/Parklets in Downtown ..................................................................................... 4 Café & Retail Zones .............................................................................................................. 5 TEMPORARY OUTDOOR DINING + RETAIL ACTIVITY ON PRIVATE COMMERCIAL PROPERTY CITYWIDE ................................................................................................................................6 Tents, Umbrellas, and Other Shade Structures ..................................................................... 6 MOBILE FOOD VENDING .........................................................................................................6 TEMPORARY SALE & CONSUMPTION OF ALCOHOL ................................................................7 OUTDOOR PERSONAL SERVICES .................................................................................................8 ADDITIONAL RESOURCES............................................................................................................9 EXHIBIT A: Downtown Santa Ana Business Improvement District Boundaries ........................10 EXHIBIT B: Outdoor Seating Area Guidelines............................................................................11 EXHIBIT C: Sample Street Closures ...........................................................................................12 EXHIBIT D: Sample Layout of Outdoor Dining in Parking Lots ..................................................13 EXHIBIT E: Guidelines for Tents, Umbrellas, or Shade Structures .............................................14 EXHIBIT F: Sample Layout for Mobile Food Vending in Parking Lots ........................................15 EXHIBIT G: Temporary Catering Authorization .........................................................................16 EXHIBIT H: Flyers and Other Resources ....................................................................................17 City Council 29 – 29 12/6/2022 REV 8/12/2020 3 | Page PREFACE REOPENING CALIFORNIA Governor Gavin Newsom issued Executive Order N-33-20 on March 19, 2020. After many businesses and activities were allowed to reopen, Governor Newsom ordered many indoor operations to cease statewide and added new restrictions in counties including Orange County in July 2020. Restaurants, retail, and personal services are authorized to open outdoors only, and must abide by the safety guidelines issued by the State, CDC, and OSHA. RESTAURANT + RETAIL RECOVERY PROGRAM The City of Santa Ana is taking steps to ensure businesses have the ability to operate safely and successfully during the COVID-19 economic recovery using available private and public right-of- way. GUIDELINES TO EXPAND SEATING AND SALES AREAS Per Executive Order 5-2020, the City of Santa Ana provides the following guidelines:  Restaurants and food establishments licensed under Chapter 41 of the Santa Ana Municipal Code (SAMC) may allow outdoor consumption of food and beverages, so long as they adopt appropriate social distancing measures.  All outdoor seating must be spaced at least 6 feet between parties. Outdoor seating and sales areas shall be separated by stanchions, barriers, planters, or similar means to outline the specific area.  Restaurants using Food Islands or participating in the “Café and Retail” zones are required to use a reservation process to prevent patrons from congregating while waiting for service.  Businesses should thoroughly clean and disinfect all surfaces after each use. Businesses should also provide easily accessible sanitizer for patrons and employees.  It is strongly encouraged to test your workforce for COVID-19. No symptoms or insurance is necessary.  Businesses should also use disposable paper menus and are strongly encouraged to implement contactless ordering and payment processes.  Outdoor alcohol sales is permitted in full accordance with California Department of Alcoholic Beverage Control (ABC) and City approved standards.  Facial coverings should be worn for all those in face-to-face interaction roles (e.g. servers, retail workers) and where six-foot social distancing cannot be maintained.  Bars, pubs, and nightclubs shall continue to comply with the state order. City Council 29 – 30 12/6/2022 REV 8/12/2020 4 | Page TEMPORARY OUTDOOR DINING + RETAIL ACTIVITY IN PUBLIC RIGHTS-OF- WAY IN ONLY IN DOWNTOWN In accordance with Executive Order 5-2020, the City of Santa Ana is temporarily authorizing restaurants and retail businesses to expand dining and retail operations onto sidewalks and parking spaces (Food Islands/Parklets) on City roads or parking lots within Downtown Santa Ana. The City will also identify certain roadways for full road closures (Café & Retail Zones) and will be temporarily making these street areas available for expanded dining and retail activity. It is the business’s responsibility to ensure that minimum life safety requirements and Americans with Disability Act (ADA) requirements are maintained at all times. See Exhibit A for a map of Downtown Santa Ana. Sidewalks For the duration of Governor Newsom’s stay-at-home order, City Code requirements regarding certain permitting of sidewalk cafes shall be temporarily suspended. Businesses utilizing City rights-of-way shall comply with the following requirements during this time period. Operational requirements for Sidewalk Cafes per the SAMC shall remain in effect as described below and shall apply to all private business operations including retail establishments. General Requirements: Outdoor seating or sales area operations within sidewalks and public rights-of-way shall maintain the following:  Adequate and unobstructed pedestrian flow of at least 4 feet  Access to public utilities, crosswalks, bus stops, and other required entrances/exits  Access to fire hydrants, fire hose connections for sprinkler systems, and building entrances/exits shall not be obstructed. The twenty (20) feet fire lane shall not be obstructed at any time.  The operational hours of the outdoor space shall be restricted to the operating hours of the business. See Exhibit B for outdoor seating parameters. Food Islands/Parklets in Downtown Food Islands (or parklets) are on-street parking spaces that have been temporarily converted for other use, such as expanded outdoor dining areas. Food Islands can be used by one or more businesses, and don’t require streets to be closed. The City City Council 29 – 31 12/6/2022 REV 8/12/2020 5 | Page will be temporarily suspending certain codes and permitting requirements for private use of on- street parking spaces within the public right-of-way.  Metered parking spaces must be requested and approved in advance by contacting the City at (714) 647-5477. The City will bag metered spaces at no cost to the business, and the business will be permitted to temporarily use the additional space for restaurant or retail use.  Non-metered spaces may be activated by an adjacent business at any time without notification to the City. Temporary Barriers and Surface Materials Temporary barrier materials, such as pedestrian rails, bike racks, wood, plants, A-frames, or painted plastic, can be utilized to better define boundaries of extended business operations. Any equipment or furniture placed in the parking space cannot be placed closer than two (2) feet from the edge of the adjacent travel lane. Safe pedestrian pathways between barrier walls must be provided. For questions relating to barrier wall placement, please call Victor Chaidez with the Public Works Agency at (714) 647-5609 or Julie Castro-Cardenas from the Community Development Agency at (714) 673-3619. Temporary surface materials, such as chalk or turf, are permitted for application on sidewalks and parking spaces. Café & Retail Zones Café and Retail Zones involve closures of portions of a street near a concentration of businesses to provide additional space in a safe and protected setting that can serve multiple businesses. Full street closure locations and hours of operation will be approved and deployed by the City of Santa Ana in advance. The City will provide the maintenance of traffic plans to close the roadway for vehicles and deploy necessary detours and signs to direct traffic away from the closure. It is the business’s responsibility to activate these spaces with temporary materials such as tables, chairs, umbrellas, and visual/physical barrier materials. These zones will be installed 24 hours a day/7 days per week for the duration of this pilot program. To request consideration of a Café & Retail Zone in front of your business, please call the Community Development Agency at (714) 673-3619 or William McGovern from the Police Department at (714) 647-5840. See Exhibit C for sample street closure maps. City of Santa Ana Right to Clear Right-of-Way The City reserves the right to remove an outdoor seating or sales area that (i) creates an obstruction to, or causes congestion of, pedestrian or vehicular traffic due to existing conditions on the surrounding public right-of-way if it finds the installation represents a danger to the health, safety or general welfare of the public or (ii) a business violates the requirements of these Guidelines or Executive Order 5-2020. City Council 29 – 32 12/6/2022 REV 8/12/2020 6 | Page The City may require the removal, temporary or permanent, of the outdoor seating or sales area when necessary, or the permittee fails to comply with the criteria set forth in Chapters 10, 36, and 41 of the SAMC. Any costs incurred by the City for removal or storage of sidewalk café tables, chairs and other equipment shall be the responsibility of the business. The C ity is not responsible for any damages or loss of equipment removed pursuant to this subsection. TEMPORARY OUTDOOR DINING + RETAIL ACTIVITY ON PRIVATE COMMERCIAL PROPERTY CITYWIDE Up to 50% of off-site private parking spaces counted for required parking may be converted to outdoor dining or retail space, when the lot is immediately adjacent to the parent property. The converted use must be in conformance with all Orange County Fire Authority (OFCA) requirements for building accessibility, and social distancing requirements that provide at least six feet spacing between tables and pathways. Additionally, no parking for disabled persons may be repurposed for restaurant or retail use. See Exhibit D for a sample layout. The required landscape and buffer areas for the off-site private parking spaces (Vehicular Use Areas), shall not be used as an expanded converted use for restaurants or retail operations. There shall not be parking, outside seating, or retail activities in these areas. Tents, Umbrellas, and Other Shade Structures Tents that are 10 feet by 10 feet in size or smaller may be placed in parking spaces to provide shade for outdoor dining and retail areas. Businesses must adhere to OCFA requirements. See Exhibit E for additional guidelines on the use of tents, umbrellas, or shade structures within public spaces. MOBILE FOOD VENDING Mobile food vendors may operate within private or city-owned parking lots with the permission of the property owner and in accordance with guidelines and regulations from the CDC, County of Orange, and the City of Santa Ana. Mobile food vendors that are interested in vending in private or city-owned parking lots must register with the City of Santa Ana to participate. City Council 29 – 33 12/6/2022 REV 8/12/2020 7 | Page Mobile food vendors must adhere to the following: • Receive written permission from the private parking lot property owner. • If it is a city-owned parking lot, please contact Julie Castro-Cardenas, Economic Development Specialist II from the Community Development Agency at (714) 673-3619 or William McGovern, Special Events Coordinator from the Santa Ana Police Department at (714) 647-5840. • Maintain a valid City of Santa Ana Business License. • Maintain a current County of Orange Health Care Agency permit for mobile food vending and have access to restroom facilities for employees. • Parking lots must be zoned commercial, industrial, or specific plans allowing for commercial and industrial use. • Each mobile food vendor may occupy a maximum parking space of 30 feet x 20 feet, but may NOT exceed 25% of the entire parking lot. Multiple food vendors may operate in a lot, but may not occupy more than 25% of the lot. Up to 50% of a private parking lot can be used cumulatively for restaurants, retail, mobile food vending, and personal services. • May not impose on primary business use of parking requirements when open for business. • May not operate on a property with a competing business during business hours. • Operate no later than 2 a.m. daily. If operating within 500’ from a residential zone, may only operate until 12:00 a.m. • Set up 4 feet from any structure or building. • Depending on the parking area and spaces allotted, vendors may use TWO 10’x10’ canopy and up to 4 tables maximum per mobile food vendor. • May NOT block parking stalls for patrons with disabilities, driveways, or emergency and designated fire access. • May NOT create dangerous situations for pedestrians, cyclists, or motorists (i.e. blocking visibility at corners or driveways). • Ensure COVID-19 distance protocols as recommended by the County of Orange and other State agencies. • Parking area and radius must be maintained clean at all times. • At night, low voltage lighting may be permitted. • No amplified noise. If operating as public nuisance, permission to operate may be revoked. See Exhibit F for a sample layout for mobile food vending. TEMPORARY SALE & CONSUMPTION OF ALCOHOL The City of Santa Ana will temporarily allow the sale and consumption of alcohol within private or public outdoor dining or Food Islands that are operated and City Council 29 – 34 12/6/2022 REV 8/12/2020 8 | Page approved by business owners that have permits and authorization from the Alcoholic Beverage Control, as outlined in the Fourth Notice of the ABC guidelines: https://www.abc.ca.gov/fourth- notice-of-regulatory-relief/ See Exhibit G for additional information on applying to ABC for temporary catering authorization. OUTDOOR PERSONAL SERVICES In July 2020, Governor Gavin Newsom announced guidelines for hair salons and barbers as well as guidelines for Expanded Personal Care Services to operate outdoors. The City of Santa Ana is temporarily authorizing personal services to be offered outdoors citywide with the following requirements: • May operate on private parking lots with written permission from the property owner. • The City is temporarily suspending the requirement of a land use certificate and permitting requirement for sidewalk use. • May occupy a maximum parking space of 30 feet x 20 feet, but may NOT exceed 25% of the entire parking lot. Up to 50% of a private parking lot can be used cumulatively for restaurants, retail, mobile food vending, and personal services. • May operate on sidewalks directly adjacent storefront if businesses do not have private outdoor areas or an onsite parking lot. o Must maintain Americans with Disability Act (ADA) requirements at all times, including adequate and unobstructed pedestrian flow of at least 4 feet. • Must maintain a minimum of 15 feet away from any other businesses during normal business hours. Hair salons and barbershops must also be in accordance with all State guidelines as follows: • Outdoor operations may be conducted under a tent, canopy, or other sun shelter as long as no more than one side is closed, allowing sufficient outdoor air movement. • Salons/barbershops should not perform a service that would require a customer to have to enter the establishment. • Maintain at least six feet between and among workers and customers, except when providing services. • Establish an outdoor reception area where customers can check in while following physical distancing guidelines. If possible, implement virtual check-in technology. • Stagger appointments to reduce reception congestion and ensure adequate time for proper cleaning. • Perform thorough cleaning in high-traffic areas and clean at the beginning and end of each shift and in between customers. City Council 29 – 35 12/6/2022 REV 8/12/2020 9 | Page • Must continue to follow existing California Board of Barbering and Cosmetology rules ADDITIONAL RESOURCES The City of Santa Ana has established a Business Resource Hotline for local businesses to communicate and get resources during economic recovery from the COVID-19 pandemic. Available Monday through Thursday during normal business hours. Call: (714) 647-5477 Visit: https://www.santa-ana.org/businesses-and-workers-impacted-coronavirus City Council 29 – 36 12/6/2022 REV 8/12/2020 10 | Page EXHIBIT A: Downtown Santa Ana Business Improvement District Boundaries City Council 29 – 37 12/6/2022 REV 8/12/2020 11 | Page EXHIBIT B: Outdoor Seating Area Guidelines City Council 29 – 38 12/6/2022 REV 8/12/2020 12 | Page EXHIBIT C: Sample Street Closures City Council 29 – 39 12/6/2022 REV 8/12/2020 13 | Page EXHIBIT D: Sample Layout of Outdoor Dining in Parking Lots City Council 29 – 40 12/6/2022 REV 8/12/2020 14 | Page EXHIBIT E: Guidelines for Tents, Umbrellas, or Shade Structures The following requirements shall apply to use of tents or shade structures within public spaces:  The maximum size tents that may be placed within sidewalks and parking spaces will be 10-foot by 10-foot.  No more than five tents that are 10x10 may be positioned side by side.  No staking of tents is permitted in public rights-of-way.  All tent legs must be weighted.  Each leg must have a minimum of 40lbs.  Weights must be securely attached to canopy roof and canopy leg separately. o Ropes and straps should be high quality. o Bungee or rubber straps are prohibited.  Weights must be on the ground and not dangling.  Weights and lines must not pose a hazard and be clearly visible.  For maximum safety, tents should be secured as soon as they are put up, and brought down as soon as weight is removed. Do not leave unsecured tents at any time.  Heaters of any kind shall not be used under tents or umbrellas.  Smoking is prohibited under tents and shade structures.  Tents must not have closed walls in place while open to the public, and all sides should be open for air flow. Items that make acceptable weights:  5 gallon bucket full of water, sand, or concrete  4” PVC pipe at least 36” long filled with concrete  Large commercially available tent weights  Sandbags or salt bags 40lbs or heavier Requirements for tents larger than 10-foot by 10-foot:  Shall only be placed on private property or city parks (not sidewalks or streets)  Must comply with OCFA requirement City Council 29 – 41 12/6/2022 REV 8/12/2020 15 | Page EXHIBIT F: Sample Layout for Mobile Food Vending in Parking Lots City Council 29 – 42 12/6/2022 REV 8/12/2020 16 | Page EXHIBIT G: Temporary Catering Authorization A COVID-19 Temporary Catering Authorization allows the on-sale consumption of those alcoholic beverages for which the licensee has on-sale privileges on property that is adjacent to the licensed premises, that is under the control of the licensee, and where bona fide meals are being served. The COVID-19 Temporary Catering Authorization Application (Form ABC-218 CV19) shall include: 1. A diagram of the currently licensed premises and the proposed temporary area, clearly delineating the respective spaces; 2. An explanation of the licensee’s legal ability to control the proposed temporary area (e.g., the licensee owns or rents the area, the local governing authority has authorized the licensee to use the area for the service of meals and alcoholic beverages, or the licensee has another type of permission to use it); 3. What temporary or fixed barriers or delineations will be utilized that will enable the licensee to control the temporary area; 4. Whether the temporary area will be shared with any other person, whether or not a licensee, and whether any other licensee will be permitting the consumption of alcohol in the area; 5. A statement that a copy of the application has been forwarded to the appropriate local law enforcement agency; 6. A statement by the licensee that the temporary authorization is consistent with the terms herein, as well as all state and local directives regarding the operation of an on-site food service; and 7. A non-refundable application fee of $100. Upon filing of the application and payment of the fee, the applicant may begin exercising retail privileges in the temporarily authorized area. The authorization will be valid indefinitely, unless cancelled as provided below. The authorization may be cancelled as follows: 1. Upon the termination of this COVID-19 Temporary Catering Authorization program; 2. For any violation of the ABC Act, or for violation of applicable laws, rules, ordinances, and other directives pertaining to business activities conducted on the premises and expanded area; 3. For disturbance of the quiet enjoyment of nearby residents; 4. Upon objection by local law enforcement; 5. If operation of the temporarily authorized area is inconsistent with State or local public health directives, including social distancing directives or guidance; or 6. If in the discretion of the Department continuance of the temporary authorization will negatively impact the public’s health, safety, or welfare. City Council 29 – 43 12/6/2022 REV 8/12/2020 17 | Page EXHIBIT H: Flyers and Other Resources City Council 29 – 44 12/6/2022 CITY OF SANTA ANA Planning and Building Agency 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org/pba NOTICE OF PUBLIC HEARING BEFORE THE CITY COUNCIL OF THE CITY OF SANTA ANA, CA. The City of Santa Ana encourages the public to participate in the decision-making process. The following notice is being provided so that you can ask questions, make comments and stay informed about projects that might be important to you. We encourage you to contact us prior to the Public Hearing if you have any questions. NOTICE IS HEREBY GIVEN - The City Council of the City of Santa Ana will hold a public hearing to receive public testimony and will take action on the item described below. Proposed Actions: (1) Adopt an ordinance approving Zoning Ordinance Amendment No. 2022- 04 relating to permit requirements and placement, development, and operational standards for outdoor dining areas on private properties; and (2) Adopt an ordinance approving Zoning Ordinance Amendment No. 2022-05 relating to permit requirements and operational standards for mobile food trucks on private properties. Environmental Impact: Pursuant to the California Environmental Quality Act (“CEQA”) and the CEQA Guidelines, the adoption of these ordinances are exempt from CEQA review pursuant to sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because these ordinances will not result in a direct or reasonably foreseeable indirect physical change in the environment, as there is no possibility these ordinances will have a significant effect on the environment and are not a "project", as defined in Section 15378 of the CEQA Guidelines. As a result, a Notice of Exemption, Environmental Review (ER) No. 2022-88 for ZOA No. 2022-04 and ER No. 2022-99 for ZOA No. 2022-05, will be filed upon adoption of these ordinances. Meeting Time and Date: This matter will be heard on Tuesday, December 6, 2022, at 5:45 p.m. or thereafter in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. All interested persons can refer to the following link on the date of the meeting for more information and instruction for participating in the meeting https://www.santa-ana.org/agendas-and-minutes/. How To Make Comments: If you do not wish to appear at the public hearing, you may also send your written comments to the Clerk of the Council, by mail to City of Santa Ana, 20 Civic Center Plaza – M30, Santa Ana, CA 92701 or via e-mail at ecomments@santa-ana.org (reference “City Council meeting”) by 12:00 p.m. on Monday, the day before the meeting; e-mails received after said time will be on file for public viewing the day after the meeting. Who To Contact For Questions: Should you have any questions, please contact the Planning and Building Agency at (714) 667-2705 or you can send an email to ecomments@santa-ana.org. City Council 29 – 45 12/6/2022 Where To Get More Information - All staff reports regarding any item on this agenda are available for public inspection in the Clerk of the Council Office during regular business hours and posted on the City’s website the Tuesday before a Council meeting at: https://www.santa- ana.org/agendas-and-minutes/. Si tiene preguntas en español, favor de llamar al (714) 647-6520. Nếu cần liên lạc bằng tiếng Việt, xin điện thoại cho Tony Lai số (714) 565-2627. If you challenge the decision on the above matter, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council of the City of Santa Ana at, or prior to, the public hearing. Clerk of the Council Publish Orange County Reporter - Legal Section; Date: November 25, 2022 City Council 29 – 46 12/6/2022