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HomeMy WebLinkAboutItem 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06Planning 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 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 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, Resolution No. 2022-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. Resolution No. 2022-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 Resolution No. 2022-XXX 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 Page 1 of 7 I. California Environmental Quality Act (CEQA) compliance. Specifically, the Appellant states that the "City failed to comply with the CEQA 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 II. 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 Page 2 of 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 Page 3 of 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 Page 4 of 7 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 Page 5of7 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 6 of 7 AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers Bacerra, Mendoza,_Penaloza, Solorio. Villegas ( 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: 12 Daisy Gom z Clerk of the Council City of Santa Ana Resolution No. 2020-093 Page 7 of 7 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 Description AD-71.1 INTERIOR STAIR DETAILS (WOOD) A2-71 Building B Sections AO-01 TITLE SHEET AD-81 STOREFRONT DETAILS (Flush Conditions) 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 & Project Summaries A5-01 Unit 0.1 Plans and Interior Elevations AO-03A Building A Allowable 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 Allowable 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 Third Floor Fire Protection Plans Building A Fourth Floor Fire Protection Plans A5-22 Unit 2.1 Plans and Variations AO-15 Building A Fifth Floor Fire Protection Plans A5-23 Unit 2.1 Plan Variations AO-16 Building A Sixth Floor Fire Protection Plans A5-24 Unit 2.1 Plan Variations AO-17 Building A Seventh 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 Third Floor Fire Protection Plan A5-28 Unit 2.2 Plan Variations AO-24 Building B Fourth Floor Fire Protection Plan A5-29 Unit 2.2 Plan Variation AO-25 Building B Fifth 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 Third Floor Exiting Analysis Building A Fourth Floor Exiting Analysis A5-34 Unit 2.5 Plans, Variation and Interior Elevations AO-35 Building A Fifth Floor Exiting Analysis A5-35 Unit 2.6 Plans and Interior Elevations AO-36 Building A Sixth Floor Exiting Analysis ABBREVIATIONSPROJECT TEAM DIRECTORY A5-36 Unit 3.1 Plans and Interior Elevations AO-37 Building A Seventh 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. FORCED AT UNIT PB PUSH BUTTON 4199 Campus Drive 1731 Reynolds Ave 1845 W. Orangewood Ave, Ste 220 A5-39 Unit 3.4 Plans AO-43 Building B Third 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 Fourth Floor Exiting Analysis ACOUST. ACOUSTICAL FDN. FOUNDATION PL. PLATE TEL . 714 342-2502 TEL. 949-724-5000 TEL. 714-363-4700 ( ) Andrew Nelson Mike Peters Roshni Lad A5-41 Unit 4.1 Plans and Interior Elevations AO-45 Building B Fifth 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 of Approval 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 of Approval 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 of Approval ALUM. ALUMINUM FGL. FIBERGLASS PREFAB. PREFABRICATED Irvine, CA 92614 Irvine, CA 92606 A5-45 Unit 4.2 Plans AO-73 Conditions of Approval APPROX. APPROXIMATE FIN. FINISH TEL. (949) 851-2133 TEL949 474-1960 TEL. 714-841-2066 . ( ) Debbie Holland Josh Ruiz Craig Spicer A5-46 Unit 4.2 Plan and Interior Elevations AO-74 Conditions of Approval ARCH. ARCHITECT F.J. FLOOR JOIST R.A.G. RETURN AIR GRILLE A5-50 Restaurant Enlarged Plan -Level 1 AO-75 Conditions of Approval 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 Equipment Enlarged Plan - Level 2 AO-80 Geotechnical Report DCI Engineers g LandStudio 360 Ariel Fox Design BA. BATHROM F.O.F. FACE OF FINISH REF. REFERENCE 2600 Michelson Dr #930 333 El Camino Real, Studio #200 16 N Marengo Suite 415 A5-52 Retail Enlarged Plan - Level 1 AO-81 Geotechnical Report BD. BOARD F.O.S. FACE OFSTUD/SHEATHING REFR. REFRIGERATOR Irvine, CA 92612 Tustin, CA 92780 Pasadena, CA 91101 A5-53 Retail and Tenant Storage Enlarged Plan -Level 2 AO-82 Geotechnical Report TEL. (949) 892-4956 TEL. (949) 382-5811 TEL. (818) 465-3366 BITUM. BITUMINOUS FIR FRENCH REINF REINFORCED Maggie Clavijo Alex Polen Ariel Johnson A5-54 Leasing & Amenity Enlarged Plan - Level 1 AO-83 Geotechnical Report BLDG. BUILDING FRM'G FRAMING RGTR. REGISTER David Ling Hannah Askey A5-55 Leasing &Amenity Enlarged Plan -Level 2 AO-84 Geotechnical Report BLK. BLOCK FURR. FURRING REQ. REQUIRED MECHANICAL ENGINEER GEOTECHNICAL SIGNAGE A5-56 Leasing &Amenity Enlarged Reflected Ceiling Plan AO-85 Geotechnical Report BLKG. BLOCKING RESIL. RESILIENT Multi Mechancial, Inc Geocon West, Inc. BM. BEAM GA. GUAGE RJ RAFTER JOISTS 469 E. Blaine Street 2807 McGaw Ave A5-57 Leasing & Amenity Interior Elevations AO-86 Geotechnical Report 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 Geotechnical Report TEL. 949-346-1109 TEL. B.U.R. BUILT -UP -ROOFING GAR. GARAGE R.O. ROUGH OPENING Brandon Abblitt Jelisa Thomas Adams A5-61 Clubroom Enlarged Reflected Ceiling Plan AO-88 Geotechnical report G.B. GRAB BAR A5-62 Clubroom Enlarged Plan - Primary Structural Frame AO-89 Geotechnical Report CAB. CABINET GFCI GROUND FAULT CIRCUIT INTERUPTER SC SOLID CORE PLUMBING ENGINEER DRY UTILITY ACOUSTICAL A5-63 Roof Deck Enlarged Plan AO-90 Geotechnical Report 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 South Juniper St, Ste 100 A5-64 Mailroom Enlarged Plan & Interior Elevations g AO-91 Exterior Acoustical Analysis Report y p 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 Report 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 Ramirez Mo Ouwen a g A5-71 Stair Al Section AO-93 Exterior Acoustical Analysis Report GSM GALVANIZED SHEET METAL C.G. CORNER GUARD SH SINGLE HUNG A5-72 Stair A2 Enlarged Plans AO-94 Exterior Acoustical Analysis Report GYP. GYPSUM CJ CEILING JOIST GYP.BD. GYPSUM BOARD SHT. SHEET ELECTRICAL ENGINEER A5-73 Stair A2 & A3 Section AO-95 Addressing Plans &USPS Approval CLG. CEILING JOIST SHT'G SHEATHING SBE Electrical Contracting 2817 McGaw Ave A5-74 Stair A3 Enlarged Plans AO-96 Addressing Plans & USPS Approval CLKG. CAULKING H.B. HOSE BIBS SIM. SIMILAR Irvine, CA 92614 A5-75 Stair A4 Enlarged Plans g AO-97 Addressing Plans & USPS Approval g pp CLO. CLOSET SL SLIDING TEL.714-544-5065 CLR. CLEAR /CLEARANCE HC HOLLOW CORE SPEC. SPECIFICATIONS Eric Grossman A5-76 Stair A4 Enlarged Plans AO-98 Addressing Plans &USPS Approval HDR. HEADER CMU CONCRETE MASONRY UNIT SQ. SQUARE A5-77 Stair A4 Section AO-99 Addressing Plans & USPS Approval HDWD. HARDWOOD COL. COLUMN SSSP SINGLE SHELF SINGLE POLE A5-78 Stair B1 Enlarged Plans AO-100 Addressing Plans & USPS Approval HM HOLLOW METAL CONC. CONCRETE HORIZ. HORIZONTAL SSDP SINGLE SHELF DOUBLE POLE A5-79 Stair B1 Section AO-101 Addressing Plans &USPS Approval CONSTR. CONSTRUCTION STD. STANDARD HVAC HEATING VENTILATING AIR A5-80 Stair B2 Enlarged Plans AO-102 Addressing Plans & USPS Approval CONT. CONTINUOUS CONDITIONING STL. STEEL CORR. CORRIDOR STOR. STORAGE GENERAL NOTES A5-81 Stair B2 Section AO-103 Addressing Plans & USPS Approval CPT CARPET INSUL. INSULATION STRUCT. STRUCTURAL A5-82 Stair B3 Enlarged Plans AO-104 Addressing Plans & USPS Approval CSMT CASEMENT INT. INTERIOR SYM. SYMMETRICAL A5-83 Stair B3 & B4 Section AO-105 Addressing Plans & USPS Approval 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 Approval 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 Approval 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 Approval 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. TERRAZZO DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. A5-92 Elevators B1 & B2 Plans AO-109 Addressing Plans & USPS Approval 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 Architectural Site Plan AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, DET. DETAIL MC MEDICINE CABINET TRSM. TRANSOM THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. A5-94 Building A Trash Room Plans Al-21 Police Department 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 Trash Chute Sections Al-22 Police Department 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 Trash Room Plans Al-23 Police Department 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 Trash Chute 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 Al-30.1 Fire Flow Test Report WORK, OUTSIDE PROPERTY LINE, ON ADJACENT PROPERTIES AND IN THE PUBLIC WAY. DR. DOOR OPENING MFR. MANUFACTURER T.O.W. TOP OF WALL 7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND A7-00 Dwelling Unit Door Schedule Al-40 Calculated Grade Plane & Building Height DS DOWNSPOUT MIR. MIRROR AMENDMENTS. A7-10 Building A Door Schedule Al-50 Exterior Opening 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 Schedule Al-51 Exterior Opening 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 Window Schedule Al-52 Exterior Opening Analysis Building B PROVIDE AND PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT. A7-40 Storefront Schedule Al-53 Exterior Opening Analysis Building B MUL. MULLION E.J. EXPANSION JOINT W.C. WATER CLOSET A7-50 Finish Schedule Al-54 Exterior Opening Analysis Building A Garage EL. ELEVATION NG. NATURALGRADE WD. WOOD AD-01 ACCESSIBLE ROUTES, PARKING NOTES AND DETAILS Al-55 Exterior Opening 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 Opening 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 Opening 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 OBS. 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 Third 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 Third 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 Fourth Level Floor Plan Building A Fifth Level Floor Plan LEGALDESCRIPTION VICINITY MAP 6. SECURITY SYSTEM AD-23 2-HOUR FIRE BARRIER DETAILS A2-16 Building A Sixth Level Floor Plan PARCEL 1 t �' L, YT. 7. METAL STAIRS g. ELEVATORS AD-24 FIRE -RATED EXTERIOR WALL DETAILS A2-17 Building A Seventh Level Floor Plan 9. METAL AND GLASS GUARDRAILS AD-25 3-HR RATED FIRE WALL DETAILS A2-18 Building A Roof Plan LOT 1 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE 91 OF 10. STOREFRONT SYSTEM AD-26 3-HOUR FIRE BARRIER AT GREASE SHAFT DETAILS A2-20 Building A North & East Exterior Elevations MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES COUNTY, r 11. AWNINGS AND CANOPIES AD-27 TILT -UP WALL AT GARAGE A2-21 Building A South & West Exterior Elevations CALIFORNIA. � � PARCEL 2 W w.l ►- AD-28 AD-31 FIRE -RATED PRIMARY STRUCTURAL FRAME DETAILS GARAGE DETAILS A2-22 A2-30 Building A Courtyard Elevations Building A Sections I �I LJ THE WEST HALF OF LOT 2 IN BLOCK 8 OF FRUIT'S SANTA ANA, AS SHOWN ON A MAP RECORDED ADDITION IN BOOK TO 9, PAGE yy� y ^may❑��� AD-32 SLAB ON GRADE DETAILS A2-31 Building A Sections LOG OF ISSUED DOCUMENTS 91 OF MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES ,a flaAD-33 EXPANSION JOINT DETAILS A2-40 Building A Wall Sections 03-18-2022 o 50 /o DD PROGRESS SET COUNTY, CALIFORNIA. °� ��# AD-41 ELEVATED SLAB DETAILS A2-41 Building A Wall Sections ❑ EXTERIOR IMPERVIOUS SURFACE Building A Wall Sections APN: 398-338-08 Ju� AD-41.1 (CON-DEK) A2-42 ® OC �� 05-20-2022 100% DD PROGRESS SET AD-51.0 EXTERIOR WALL FLASHING DETAILS AT STUCCO A2-43 Building A Wall Sections ^ mi ��, }�J � 08-01-2022 FIRST PLAN CHECK SUBMITTAL AD-51.1 EXTERIOR WALL FLASHING DETAILS AT STUCCO A2-51S Building B First Level Slab Plan 3311��1" AD-52.0 EXTERIOR DOOR FLASHING DETAILS AT STUCCO A2-51 Building B First Level Floor Plan PROJECT No SCALE SITE 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 Third Level Floor Plan AD-53 WINDOW DETAILS (FLUSH CONDITION) A2-54 Building B Fourth Level Floor Plan AD-54 WINDOW DETAILS (RECESSED CONDITION) A2-55 Building B Fifth Level Floor Plan AD-55 EXTERIOR IMPERVIOUS SURFACE (PLI-DEK) A2-56 Building B Roof Plan AD-56 EXTERIOR DECK WITH HARDROCK CONCRETE TOPPING A2-60 Building B North & East Exterior Elevations AD-61.0 TPO ROOFING DETAILS A2-61 Building B South & 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 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer RE I7 OAK INVESTMENTS 4199 CAMPUS DRIVE I RV I N E, CA 92612 PHONE NO. (714) 342-2502 1 TF O U Z Z Q U) I- LU NLU V ) w LO LO 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. �S�D ARCy�*o No. C29795 RENEWAL DATE AUGUST 31, 223 OF CA' �F License Stamp TITLE SHEET AO-01 N CV r COPYRIGHT U 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 S2-11N FOUNDATION PLAN -NORTH E-4.0 4TH FLOOR ELECTRICAL PLAN ERRCS-505 FIFTH LEVEL E-5.0 5TH FLOOR ELECTRICAL PLAN 52-11N-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 PAO-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 S2-52S-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 52-53S-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 P130-1 PLUMBING SITE PLAN S2-54S-SSW LEVEL 4 STUD AND SHEAR WALL PLAN -SOUTH LVSC-504 BUILDING B FOURTH LEVEL FLOOR PLAN P131-0 BUILDING B - UNDERGROUND WASTE S2-55N LEVEL 5 FRAMING PLAN -NORTH LVSC-505 BUILDING B FIFTH LEVEL FLOOR PLAN PB1-1 BUILDING B - LEVEL 1 WASTE LVSC-506 BUILDING B ROOF LEVEL FLOOR PLAN P131-2 BUILDING B - LEVEL 2 WASTE S2-55N-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -NORTH P131-3 BUILDING B - LEVEL 3 WASTE S2-55S LEVEL 5 FRAMING PLAN -SOUTH LANDSCAPE P131-4 BUILDING B - LEVEL 4 WASTE S2-55S-SSW LEVEL 5 STUD AND SHEAR WALL PLAN -SOUTH P131-5 BUILDING B - LEVEL 5 WASTE S2-56N ROOF FRAMING PLAN -NORTH LTS-01 LANDSCAPE TITLE SHEET P131-6 BUILDING B - ROOF WASTE S2-56S ROOF FRAMING PLAN -SOUTH LCP-01 LANDSCAPE CONSTRUCTION PLAN P131-7A BUILDING B - WASTE RISERS S3-01 STRUCTURAL FOUNDATION DETAILS LCP-02 LANDSCAPE CONSTRUCTION PLAN P131-713 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 P132-0 BUILDING B - UNDERGROUND WATER & GAS S3-03 STRUCTURAL FOUNDATION DETAILS LHP-02 LANDSCAPE HORIZONTAL CONTROL PLAN P132-1 BUILDING B - LEVEL 1 WATER & GAS S3-04 FOUNDATION DETAILS LHP-03 LANDSCAPE HORIZONTAL CONTROL PLAN P132-2 BUILDING B - LEVEL 2 WATER & GAS S4-01 CONCRETE FRAMING DETAILS LCM-01 LANDSCAPE CONSTRUCTION MATERIALS P132-3 BUILDING B - LEVEL 3 WATER & GAS S5-01 WOOD FRAMING DETAILS LCD-01 LANDSCAPE CONSTRUCTION DETAILS P132-4 BUILDING B - LEVEL 4 WATER & GAS S5-02 WOOD FRAMING DETAILS LCD-02 LANDSCAPE CONSTRUCTION DETAILS P132-5 BUILDING B - LEVEL 5 WATER & GAS S5-03 WOOD FRAMING DETAILS LCD-03 LANDSCAPE CONSTRUCTION DETAILS P132-6 BUILDING B - ROOF WATER & GAS MECHANICAL LCD-04 LANDSCAPE CONSTRUCTION DETAILS P132-7A BUILDING B - WATER RISERS LCD-05 LANDSCAPE CONSTRUCTION DETAILS P132-713 BUILDING B - WATER RISERS M-0.0 HVAC NOTES & RESIDENTIAL EQUIPMENT SCHEDULES LCD-06 LANDSCAPE CONSTRUCTION DETAILS P132-7C 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 P134-2 BUILDING B - ENLARGED UNITS M-1.1 HVAC BUILDING B LEVEL 1 LPP-01 LANDSCAPE PLANTING PLAN P134-3 BUILDING B - ENLARGED UNITS M-2.1 HVAC BUILDING A LEVEL 2 LPP-02 LANDSCAPE PLANTING PLAN P134-4 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 6 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, 113, 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 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer RE D OAK IN VES"I'AALltidTS 4199 CAMPUS DRIVE RV I N E, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ O (N (3) u Q z Q Q z Q U) L LI L LI U) L1J T_ L() 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. G��SED ARC,y,TF No. C2.... RENEWAL DATE AU�11,10 OF CAS\ License Stamp SHEET INDEX AO-02 z Q J If-n V U_ N N 1 COPYRIGHT (2) 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 P1.113 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 P1.3A 84 1 84 2 BEDROOM P2.113 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 P2.2L 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 a 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 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 (CMC) 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 Occupancy group ' : 1 1' 1 1 1 '� Total area Number of occupants (50%) Number of drinking fountains Service sink* Pool Showers (in S.F.) 1 '11 1 :'11 1 1 Number of toilets (women) Number of toilets (men) L1 rw 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 IN't ill 18,412 iW 1.181 A -null 101 01 NE M N 1024NOVIIIII ITINIM, NA I 1111111 MUTIM 10 Total area (in S.F.) Number of occupants (50%) (200 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) 3,000 8 1 1 1 1 1 1 1 Total area (in S.F.) Number of occupants (50%) Number of drinking fountains (30 load factor) 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: Project Designer: Project Director: Developer Wil Wong D. Schoolmeester Debbie Holland E D OAK IN VES"1'JV ENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O N C3� Q U Q z Q Q z Q U) W W C) F_ `711- T_ L0 06 T_ 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 ARCyJT ��'A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp CODE & PROJECT SUMMARIES z Q J `n 1r n V / LL CV CV O CV 1 r O c0 0 COPYRIGHT AO-02 AREA "Al " 9,573 SQ. FT. B 1084 SQ. FT. BUILDING A LEVEL 71 SCALE: 1/32"=1'-0{ 7 BUILDING A LEVEL 6 BUILDING A LEVEL 5 ;EA "A3" ,3 SQ. FT. SEA "A3" '3 SQ. FT. AREA "A2" 1423 SQ. FT. SCALE: 1/32"=1'-0i 6 1 BUILDING A LEVEL 41 SCALE: 1/32"=1'-0i 41 BUILDING A LEVEL 21 SCALE: 1/32"=1'-01 2 :EA "A3" '3 SQ. FT. AREA "Al " 9,973 SQ. FT. SEA "A3" ':')'3 SQ. FT. L� J AREA "A3" 3863 SQ. FT. AREA "A2" 1423 SQ. FT. SCALE: 1 /32"=1 '-0i 5 1 BUILDING A LEVEL 31 SCALE: 1 /32"=1 '-01 3 1 BUILDING A LEVEL 1 1 SCALE: 1 /32"=1'-0i 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 HEIGHT/NUMBER 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 ff =[FIP - .25]WI30 ALLOWABLE AREA PER STORY CBC 506.2.1 Aa = At + (Ns x #) 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 r 1 R-2 APARTMENT 8575 STORIES 71'-8'/5 24,000 24,000 193 539 0.11 26,594 8,090 0.30 A 3 AMENITIES 8574 STORIES 71'-8'/1 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"/5 1 24,000 1 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"/5 1 24,000 1 24,000 193 1 539 0.11 1 26,594 1 10,065 0.38 TOTAL AREA RATIO OF FLOOR 51 CBC 506.2.4 0.38 4 R-2 APARTMENT 85'15 STORIES 71'-8"15 24,000 24,000 193 539 0.11 26,594 10,071 0.38 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.38 5 R-2 APARTMENT 8575 STORIES 71'-8'/5 24,000 1 24,000 193 539 0.11 26,594 1 81489 0.32 B ROOF DECK 8576 STORIES 71'-8'/5 85,500 28,500 88,580 1 1,084 0.01 TOTAL AREA RATIO OF FLOOR (51) CBC 506.2.4 0.32 TOTAL AREA RATIO 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 /f ALLOWABLE AREAPER STORY CBC 506.2.1 Aa = At + (Ns xlt) 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 71'475 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 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer E I]_ [ T0AK rS 4199 CAMPUS DRIVE RV I N E, CA 92612 PHONE NO. (714) 342-2502 No. 0 rn Q U Q z Q Q z Q W w ry U) w LO 016 LO 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/TF No. C29795 RENEWAL DATE AUGUST 31, 2023 '�) OF C A� License Stamp BUILDING A ALLOWABLE AREA CALCULATIONS J Q CH G m co U LLI U z Q J n I- V J ILL N C) N 1 0 00 0 COPYRIGHT AO-03A AREA 1113111 3226 SQ. FT. AREA 1113111 3203 SQ. FT. AREA 1113111 3203 SQ. FT. NOT USED I SCALE: 1/32"=1'-0i 6 1 BUILDING B LEVEL 41 SCALE: 1/32"=1'-0i 4 1 BUILDING B LEVEL 21 SCALE: 1/32"=1'-0} 2 BUILDING B LEVEL 51 SCALE: 1/32"=1'-0} 5 AREA 11B111 3203 SQ. FT. BUILDING B LEVEL 3 AREA 1113111 3203 SQ. FT. SCALE: 1/32"=1'-0} 3 1 BUILDING B LEVEL 1 1 SCALE: 1/32"=1'-01 1 ALLOWABLE BUILDING AREA& HEIGHT (SINGLE OCCUPANCY BUILDING) BUILDING/ BUILDING PORTION TYPE OF CONSTRUCTION OCCUPANCY USE DESIGNATION ALLOWABLE BUILDING HEIGHTINUMBER OF STORIES ABOVE GRADE PLANE CBC 504.3 & 504.4 ACTUAL BUILDING HEIGHT/ NUMBEROF STORIES ABOVE GRADE PLANE BASIC ALLOWABLE BASIC ALLOWABLE FRONTAGE INCREASE - CBC 506.3 ff = [FIP - .25] WI30 AREA PER STORY AREAOF BUILDING AREA (S.F) CBC TABLE 506.2 At PERIMETER WITH 30' MIN ( FRO F AGE PERIMETER OF ENTIRE BLDG P AREA INCREASE FACTOR ff ALLOWABLE AREA PER STORY Aa =BC At +ONs x STORY ACTUAL FLOOR AREA OF STORY MULTI -STORY INCREASE CBC 506.2.3(2) Se MAXIMUM ALLOWABLE BUILDING AREA Aa=At+(N$ x lox5a ACTUAL BUILDING AREA (ALL STORIES) AREA CBC 506.2 NS 131 IIIA(WI 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 3,226 132 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 9,944 133 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 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer EI7 OAK I VES`I'ME S 4199 CAMPUS DRIVE RV I N E, CA 92612 PHONE NO. (714) 342-2502 UJ N Q U Q z Q Q z Q Cn F- LLI LL1 ry U) LLl 2 L0 06 LO No. Date Description 0 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 ARCy/TF No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF �F C A\-� License Stamp BUILDING B ALLOWABLE AREA CALCULATIONS m D co U w U z Q J If-n V J U— N CD CV 1 CD 00 COPYRIGHT AO-03B 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 P0.1B 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 546 0 j 1 j 1 1 3 1,638 P0.3C 546 0 - - 1 1 546 1 BEDROOM 28 P1.1A 698 68 1 - - - - 1 698 P1.1B 700 68 - 1 1 1 1 4 2,800 P1.1C 701 68 - 1 - - 1 701 PlAD 698 68 1 1 1 1 4 2,792 P1.1E 701 68 - - 1 1 2 1,402 P1.1F 690 61 - - - - 0 0 P1.113 701 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 P1.3B 723 0 - - - 0 0 2 BEDROOM 32 P2.1B 1080 74 1 - 1 - 2 2,160 P2.1C 1080 74 - - 1 - 1 2 2,160 P2.1D 1083 84 1 - - - 1 1,083 P2.1E 1083 74 - 1 - 1 - 2 2,166 P2.1F 1083 74 1 - 1 2 2,166 P2.113 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 P2.2B 1154 77 1 1 - 1 3 3,462 P2.2C 1154 77 - - 1 - 1 1,154 P2.2D 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 P2.213 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 P2.3B 998 47 0 0 P2.3C 998 47 - - - 0 0 P2.4A 932 0 1 1 - 1 - 3 2,796 P2.4B 932 0 - - 1 - 1 2 1,864 P2.5A 1151 40 1 - - - - 1 1,151 P2.5B 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 P3.1B 938 60 0 0 P3.1C 938 60 - 0 0 P3.2A 1059 0 1 - 1 1,059 P3.2B 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 P4.1B 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 P4.2 B 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 TYPE TOTAL FLOOR AREA (SF) LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 STUDIO 5 P0.1A 453 0 - 0 0 P0.1B 454 0 - 0 0 P0.1C 453 0 - 0 0 P0.1D 453 0 - - - - - 0 0 P0.2A 510 0 1 1 1 1 1 5 2,550 P0.3A 546 0 - - - - - 0 0 P0.3B 546 0 - 0 0 P0.3C 546 0 - 0 0 1 BEDROOM 12 P 1.1A 698 68 - 0 0 P1.1B 700 68 - 0 0 P1.1C 701 68 - 0 0 P1.1D 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 P 1.1J 690 61 - - - - 1 1 690 P1.1K 698 66 1 1 1 1 4 2,792 P1.2A 741 39 - - - - 0 0 P1.2B 741 37 - 0 0 P1.3A 723 84 - - 0 0 P1.3B 723 0 1 - 1 723 2 BEDROOM 28 P2.1B 1080 74 - - 0 0 P2.1C 1080 74 - 0 0 P2.1D 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 P2.11- 1063 70 - 1 1 - 2 2,126 P2.11' 1063 70 - - - 1 1 1,063 P2.1Q 1063 0 1 1 1,063 P2.2B 1154 77 - 0 0 P2.2C 1154 77 - 0 0 P2.2D 1151 74 - 0 0 P2.2E 1151 74 - 0 0 P2.2F 1143 77 - 0 0 P2.2G 1150 67 1 - 1 1,150 P2.2H 1150 67 - 1 - - 1 1,150 P22 1150 67 - 1 1 - 2 2,300 P2.2K 1150 67 - - - - 1 1 1,150 P2.21- 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 P2.3A 998 0 1 - - - - 1 998 P2.3B 998 47 - 1 1 1 - 3 2,994 P2.3C 998 47 - - - 1 1 998 P2.4A 932 0 - - 0 0 P2.4B 932 0 - 0 0 P2.5A 1151 40 - 0 0 P2.5B 1151 37 - 0 0 P2.6A 1121 0 - 0 0 3 BEDROOM 6 P3.1A 938 57 1 - 1 938 P3.1B 938 60 - 1 1 1 - 3 2,814 P3.1C 938 60 - 1 1 938 P3.2A 1059 0 - - 0 0 P3.2B 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 P4.1B 1325 49 - 0 0 P4.1C 1320 49 - 0 0 P4.1E 1288 44 - 0 0 P4.1F 1300 0 - 0 0 P4.1G 1290 0 - 0 0 P4.1H 1290 44 - 0 0 P4.1J 1293 0 - 0 0 P4.1K 1293 44 - - 0 0 P4.11- 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 2,988 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 E D OAK. INVLS'1'MHN'1'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T- O r11- Q U Q z Q Q z Q Cn F- W W U) W L0 06 LO 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 ARcy1,T ��1A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\ - License Stamp BUILDING AND UNIT SUMMARY z Q J 1� n V / LL N N O N 1 Ir- 00 0 COPYRIGHT AO-04 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 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR 14/AD-24 1 HR VAD-22 NONBEARING WALLS & PARTITIONS 0 HR 9/AD-24 EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING 0 HR VAD-22 SIM. INTERIOR PLUMBING 0 HR 8/AD-22 FLOOR / CEILING - FRAMED TYP. INTERIOR 1 HR VAD-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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • NOMMEM...... BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS t 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 [ N V IDS' I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Ir— O N Q U Q z Q Q z Q I— w w LO Ir— LO 06 Ict LO No. Date Description m Cn 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. ARCy�T LL G��SED ,A N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 1 qTF op C m— License Stamp o BUILDING A FIRST FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 1 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT 7 AO-1 1 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED 7 7l ,[ O AC K I[1� ES'1'AV EN' S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING A SECOND FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 2 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT 71 AO-1 2 I I I I I I I I I I - - 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED7 OAK INVES'I'MEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ 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 (c AO-1 3 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED7 OAK [NVES'1'MEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ 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 71 AO-1 4 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED7 OAK INVES'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ 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 71 AO-1 5 l STORAGE 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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 TYP. CONCRETE COLUMN INTERIOR NON -BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 3 HR I X/AD-XX 3 HR X/AD-XX 3 HR X/AD-XX 3 H R X/AD-XX 0 HR 3/AD-24, 7/AD-24 0 HR 9/AD-22 SIM. 0 HR 12/AD-22 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ F.E.C. IMM F.E.C. BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS FIRE EXTINGUISHER CABINET - SEMI -RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 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 ED7 OAK INVES'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jrr% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING A SIXTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 6 FIRE PROTECTION PLANS I SCALE:3/32"=V-01 1 COPYRIGHT (c, AO-1 6 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED7 OAK INVES'I'MEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ 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 71 AO-1 7 11 -- Ell I I 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 EI7 OAK [ N V IDS' I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING B FIRST FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 1 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT (c AO-21 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED 7 7l ,[ O AC K I[1� ES'1'AV EN' S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING B SECOND FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 2 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT 71 AO-22 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED 7 7l ,[ O AC K I[1� ES'1'AV EN' S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING B THIRD FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 3 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT 71 AO-23 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 ED 7 7l ,[ O AC K I[1� ES'1'AV EN' S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING B FOURTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 4 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT 71 AO-24 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 3 HR 1/AD-25 FIRE BARRIERS SHAFT ENCLOSURE 2 HR 20/AD-22.1, 8/AD-24 GREASE SHAFT ENCLOSURE 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) INTERIOR 2 HR I 14/AD-24 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 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 CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM 0 HR I X/AD-XX 2 HR I 13/AD-21 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 Ems........ • ............ BUILDING ENTRANCE ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT STANDPIPE IN INTERIOR EXIT STAIRWAY 150' HOSE PULL 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 EI7 OAK INVES'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 m C) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC111T LL G��SED �0 �� N N * No. C29795 RENEWAL DATE AUGUST 31, 2023 of C m_ License Stamp o BUILDING B FIFTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 5 FIRE PROTECTION PLAN I SCALE:3/32"=V-01 1 COPYRIGHT (c AO-25 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 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 44.6" PROPOSED OPENING WIDTH MIN. 33.4" PROPOSED DOOR WIDTH 48" EXIT DISCF,IAE I EGRESS OPENING WIDTH 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" L= 21'- 1 TUR ' AR ND ---, I I r--- - ---, POT I I I I I II I 1 eoe°ooe°ooeocoeoe°eoe°ooeoco e I I I I ❑ I eoseveve°e°e°e°e°e°c°e°e°e°e°�o° I i i i i o0000000000000000000 0 I I ?------o°o°o°o°o°o o° -------+------------------------- 1-------- +------ ---------- -------------------------- +------ - ----- oeo%% I I I 161'-101, 1 -J L____ _ __J L_- 1/3 OVERALL -- ----- 0000 I MENSION =642"- I oe°coe°o eeeo FIRE PUMP ROOM I �r Et (1(ICTFR PI�" __- 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 nierunar_G EGRESS OPENING WIDTH TOTAL OCCUPANTS 42 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 8.4" PROPOSED OPENING WIDTH MIN. 33.41, 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" oe°ooe°o I � - o°e°o°e° 1 1 1 -- ---� L---- 00 ° oo° o000 000 TU -AR ND 00%oo°SP I I I oe°ooe°o 1 1 cee°e°oo 00000000 7-T eee°eeeo 1 I 1 L---------J L---- o°o°o°o° EXIT c°e°e°e° o000 I31 UP 5% I °o°°o°°o°°o° 0000 II0000 ' I o000 1 I / o000 30 ic ----- ----- I - `-- 1 I 1 I II R�u� 1 I I BIKE STORAGE ¢ ® 1 -- r------- 1-, r----- ---, 437 300----I--F, I I I I I ---- I I 2 S-2 1 i 1 1 ---------------------------------- - ----------------- I 1 I I " ----- L_______1_J I I L___ '_' ___J / I __J L------ i__� J L I I I '� F�qle - 1 - - - - - - - - - - - ; �� sy°�F %, a I� I I� I I� o I F,Q9C�� 0.9�0�� J ❑ 1 --------------------- ------ - - °% SFA�F Ftis� � � T�O I �030 I I I. - IC,, 1 700� SST r-- I- ---1 r--------, IILJII I ; I I I I • J 1I/p� VAI I I i Ll I m� - I ----c i I I i i i o>oo>o> 000>o ® i I i I -! -- - -- I I I I I ❑ I I I I I I I e°O°e°O°O°O°O°e°O°e°e°O°e I I --- ----- , i i i i i i i o00000000000000000000000000o 1 i I I I I o00000000000000000000000e000 I 1 1 1 ; 1 DWELLING UNIT 1286 1 200 7 R-2 ELECTRICAL RM 338 300 2 R-2 ■■- FIRE WALL PARKING - I1 17602 1 200 j a1 89 1 S-2I Iff IT TOTAL PARKING OCCUPANT LOAD = 92 I I I r 6 R-2 92 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT I C 1 L A I (�» UP 1 1 1 eoeoeoeoe 00000000 eeee � 00 °00% L 1 I I I I o00000 0 1 I I r----,---� r ---------- , r --- ----, 1 ----+--------- --------------------------- +----- -- ------+------------------------- 0000 L- 00 00000 00000 0000000 °.- o°000000 00000000000000000000 000000000 I , , I , oo° o%000%° o %0000° ooe o0000000000%00' 00000%00%° 0000000000000000000000000000%%00%00%00 000° °000%00%°o°o - - - fi fi - � - - - - - - - - - � - � I I I I °eoeo°%oe°,e% o°oe° ,eoeoe oeo°o°oeo°oeo% o, oe%o0oe%°�eo°oeoeo°oeo°oeo°oeoeo°oeo°oeo°%oeoeo°o°%%e%oe, °°°°%< I � L - 1 '-1 " aJ ah I i I i i I i I I I i I 1 I I I I 1 1 1 i i I I nj I I l, 1 DN 4El .5% I 1� I I I I �`Z` / PARCEL ----- ❑❑ ____ TRASH / 1 i r\^ O !`�5r\r� r-- -- --- ROOM - ---- - LOADING 1 r�to' �p� I I r-� I r---r-----� 1 1 ,o �o O ,�o I I 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" I I ,, I TOTAL OCCUPANT LOAD - 127 I 1tET = 0 0 0 0 �o� -1 t�,C' I I 1 _ _ I O O g 1 _-_ 127 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT -- _ __ - - - - -- _ __ - - - - Jn I _____________________ • - ��p����Q'<�OOG I I 1 EXIT P� �' I'll TOTAL OCCUPANT LOAD = 91 �P�o�O �Q 5�0 r---- - ---- i i I 43 OD X y TRASH d I 1 I 1 1 2446 300 ®� 91 OCCUPANTS/2 EXITS =45/46 OCC. PER IT �� J�Q- \��Ci L____ in9r--- O O w a r\�,`���Q I 66 ------------- ----------� -� I I I ii PET = 51'-4" 1 ~ Q E46T- - - - MEN ,- , �� 101 300! \ �``P 1 r---1- 2612 CO -WORKING 5 _� t i P� 1 i I 175 A-3 ----- 1 L----- ---- ------ 1 \ F -1 1 � II ' UI I I wl I , I 1 i a MP OE , L_________J 86 300 nt II 1 1 R-2 I I CPET = 52'-0" �- L L L=83'-8" 0 i LU r � � 1 i� /1 J DWELLING UNIT 1003 200 6 R-2 KITCHEN 1437 1 200 EXIT 8 M 45 -- (__- rrn���77Trrrn-n� IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII / IIIIIIIIIIIIIIIIII EXIT �(0 0 86 h^ ?� O� EGRESS OPENING WIDTH i i ��v �T< 0 TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.2 �� O TyFFX/T 3 OV GOiyq� 1 ❑ REQUIRED OPENING WIDTH 9" \` EX ^\� OVER ��<<e�s PROPOSED DOOR WIDTHPROPOSED OPENINGWIDTH M13.633.4" 6 O/M�c�sOgR TS'/ �\2243j2 , )J? , �, SFc 7T�FS t� 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 o s 7119 _ L _ i ❑ 1 L____ 1 N I I ---------�� I I 1 --- J I I I I I I I I I I I I 1 r- ----- -- I 1 1 r--------, r-------- , I I I m 1 II 1 1 OFFICE 1 160 150 I I OFFICE r 1 RD 1 0 i i 145 150 'I 2 A-3 I I I 1 A-3 TOTAL LEASING/C -WORK G 1 1 I I I I I OCCUPANT LOAD 198 L=122'-0" I 1 198 OCCUPANTS/ EXITS 66 OCC. 11 1 I PER EXIT WORK POD CONFERENCE 1 1 --- 78 1 150 1 1 1 1 A-3 Q T 174 A 3 1 - i 1 1 I � 1 1 1 I u (J p _Qom o o i- 1 +-�------------ ^ ti 2 I u i pi 0OQ V 0 i 1 L_J I 1 z co /Z. U � L 0) L•. I __J I 6�Q0 "'_� i --- - 42 1 z a W � �' 1 WORK POD ��UJ 1 1 150 I j 1 A-3 1 � 1 army � I _ 1 �,oQ� O 1 1 Ij 112 M Co � I r-------- DWELLING UNIT 1256 200 7 R-2 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" `L O 181'-1 233/256 " r---- -�ti - -- i OORK POOD 3J?�`dH�SIa fit? 'C 1/3 OVERALL DIMENSION=106'-O" I i 1 k O I I ; 112 FR p I i P I I I I co 1 1 1 j RETAIL I J ---- I--J� L____ ___- 1 1 1------ I 8103 60 1 1 135 M 1 1 1 I I I -1 I I I I I 41 1 1 J I I I r i i �� FITNESS 51'-6" i 1553 50 qEXIT 1/3 OVERALL DIMENSION=41'-8" EXIT P 32 A-3 1 __ 67 -- -- - _ 68__ - - - - - - - - - - - ---------- - -- -- -- qu �i I I , I EXIT I I L _J [�v� / ^ I I �`Ja V HJSIQ L----------- J [�v� /� ^ 1 1 I 119J ] V HJSIQ L-----------J L-----------J J L---------- J I - 1 I 66 I j CPET = 62'-1" I lIX3 lIX3 3J2]b'HOSIa lIX3 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" EGRESS OPENING WIDTH TOTAL OCCUPANTS 47 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" 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:206C 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 IHEO HORIZONTAL EXIT XXC5 LU FLOOR AREA # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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#_0 A K INVES'1•I�'iEN�I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i o. Date Description H 10 W 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 dr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCy�T LL ��SED N N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 9jF of r O CA� License Stamp o BUILDING A FIRST FLOOR EXITING ANALYSIS BUILDING A - LEVEL 1 EXITING ANALYSIS SCALE: 3/32"=1'-0} 1 I COPYRIGHT n AO-31 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" (4 4 IIIIII �I _ LQ _ J _ I IIIIII IIIIIII J iII JI ___1 FEC ------- ------------- ------------ I ------+------------------------------------- -------- ----+------------------------------+------------ I _______________________ N�a I UP 5% DOWN5% +-❑ EGRESS OPENING WIDTH 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 1 200 3 1 F-7 L- _JJ -_ - II I -_ ❑ -_ -_ ,J IIIIII III III ,� IIII rIIjI _ II'i -- -- -- -- -- -- 11111 = _ = _ = _ = J ______ -------- ------------- ------ --- --------------------- ---------- ---,- - - - ❑ - - - - - ______________J_J L______J I fiL--------J co I I I I I sT O/ • I I I I I 1 LO I 1 1 Z) I- �V` 8-1 /cSc ,O `eS r �� y .ti � 6� s1 'i s T II IIII r - I�;I� - - -- - - -- --- - - -- - - -- 1111111 'm 14/ 1043 20001 �Sq�ti� 40„c46�, F 0 L J 7� D W I T 6 R-2 _ -� r-------+-, r-- -- I I I I I I 1 7 J I I I I I I I I 1 I I ----+-I----- I I I j ❑ I j I I j ❑ I I I I I I m --- � ----m I ;I, I I , I I I I =. , I , I FIRE WALL I------------------------------------------+----------+------ ------------+-------------------------- --------+------ I ! 1 _____ _____t_J L___-__ PARKING HORIZOI)ITAL EXIT AT 19767 1 200 1 II 99 1 S-2 WALL � PROVIDED FOR I � I I I�III 3 J � • Q IIIII � O � � O IIII � , IIIII I I o0 000°o00e0°o0 0o0o00°0�o0 II °0o0Oo0eo0io°°gII I o•o° °0oo°o0 oo0 °o°e00 °oOO0o0 ooeo°o0°oe00oe°eo0°oe0 Ii °oco°00°o< eoeoo0°oe° 0000°00°000e°eo0°oe°o eoeo°00°o00 e00000°oe°o°0000°00°o00 � I ♦ ,IIIII � ® I IIIIII -�♦I - 1 -1" -- • -- � - -11 � � ACCESSIBLE MEANS OF TOTAL PARKING OCCUPANT LOAD = 99 99 OCCUPANTS/2 EXITS =49/50 OCC. PER EXIT ESS ONLY PER Cr 6=09.2.1 EXCEPTION 1 P" - mmmmmm INN 01 o C II 313 I -- > I I L L_________J ------- L______ -J El EN TO BELOW _ r ----- + �4 r, CPETI'o �9� ,0 O N ♦ TOTAL INTERIOR OCCUPANT LOAD=146 C) DWELLING UNITi A - - - - - od - - - - 146 OCCUPANTS/3 EXITS =48/49 OCC. PER EXIT 424 200 pR-2 I I �\ r or- DV�LLINGTr 1 i2200TRA H 3 ----L------ )/Z -NP B R E A K ROOM 1 185 1 15 F -71 I -2 I _ - III 11I1 L �LJ �I0IIII�I" \• iLw-1 I--- O_rIIIIIII I _1111I11/ iIIIiIIIII --- -- 111111111 / - - - -II ❑ j ♦� IIIlII�IIrIIIIIIIIIIIIIII ------- J iIIjIIII - - 12 r---- -- _ _ ii IIIIIIIII I IIIII A-3 IIIIIIIIIIII II _11I111_ IIIIIIIII i r- --,JT I I I F- 11 R-2 -DWELLING W=�I 11111;1= E-=LLJI0IiI NG_C _-U N-III IT 1751200 L--------- L---------- 1 R-2 SHREDOODS F L__ ____ob 11 , 3 R-2L 1 - - - - - - - - - I F F.7 - -.--F j \ �L=POOL EQUIP RM OPERATIONS 33 30150 DWELLING UNIT 5 R-2 - 02R2 T- LJ 6 U- L=194'-9" CPET=56'-3" STORAGE _____________________ ______yy_IN 108 200� 4# L=177'-9" I 1 R-2EXIT 48 Ll El EXIT ME RETAIL STORAGE -------- 49 409 200 L3 R-2 ® PET -= 5-5- ---8 -"�n YOGA 176-11101/256" I 1 523 11 50 1/3 OVERALL DIMENSION=111-0" - - - 11 r---------, I L - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----�____ El I I I I I I _______ I I I L____ ____- - - - - - - -______ I I P - - - - - - -- -4 F 11 EGRESS OPENIO WIDTH F-7 L- _JJ -_ - II I -_ ❑ -_ -_ ,J IIIIII III III ,� IIII rIIjI _ II'i -- -- -- -- -- -- 11111 = _ = _ = _ = J ______ -------- ------------- ------ --- --------------------- ---------- ---,- - - - ❑ - - - - - ______________J_J L______J I fiL--------J co I I I I I sT O/ • I I I I I 1 LO I 1 1 Z) I- �V` 8-1 /cSc ,O `eS r �� y .ti � 6� s1 'i s T II IIII r - I�;I� - - -- - - -- --- - - -- - - -- 1111111 'm 14/ 1043 20001 �Sq�ti� 40„c46�, F 0 L J 7� D W I T 6 R-2 _ -� r-------+-, r-- -- I I I I I I 1 7 J I I I I I I I I 1 I I ----+-I----- I I I j ❑ I j I I j ❑ I I I I I I m --- � ----m I ;I, I I , I I I I =. , I , I FIRE WALL I------------------------------------------+----------+------ ------------+-------------------------- --------+------ I ! 1 _____ _____t_J L___-__ PARKING HORIZOI)ITAL EXIT AT 19767 1 200 1 II 99 1 S-2 WALL � PROVIDED FOR I � I I I�III 3 J � • Q IIIII � O � � O IIII � , IIIII I I o0 000°o00e0°o0 0o0o00°0�o0 II °0o0Oo0eo0io°°gII I o•o° °0oo°o0 oo0 °o°e00 °oOO0o0 ooeo°o0°oe00oe°eo0°oe0 Ii °oco°00°o< eoeoo0°oe° 0000°00°000e°eo0°oe°o eoeo°00°o00 e00000°oe°o°0000°00°o00 � I ♦ ,IIIII � ® I IIIIII -�♦I - 1 -1" -- • -- � - -11 � � ACCESSIBLE MEANS OF TOTAL PARKING OCCUPANT LOAD = 99 99 OCCUPANTS/2 EXITS =49/50 OCC. PER EXIT ESS ONLY PER Cr 6=09.2.1 EXCEPTION 1 P" - mmmmmm INN 01 o C II 313 I -- > I I L L_________J ------- L______ -J El EN TO BELOW _ r ----- + �4 r, CPETI'o �9� ,0 O N ♦ TOTAL INTERIOR OCCUPANT LOAD=146 C) DWELLING UNITi A - - - - - od - - - - 146 OCCUPANTS/3 EXITS =48/49 OCC. PER EXIT 424 200 pR-2 I I �\ r or- DV�LLINGTr 1 i2200TRA H 3 ----L------ )/Z -NP B R E A K ROOM 1 185 1 15 F -71 I -2 I _ - III 11I1 L �LJ �I0IIII�I" \• iLw-1 I--- O_rIIIIIII I _1111I11/ iIIIiIIIII --- -- 111111111 / - - - -II ❑ j ♦� IIIlII�IIrIIIIIIIIIIIIIII ------- J iIIjIIII - - 12 r---- -- _ _ ii IIIIIIIII I IIIII A-3 IIIIIIIIIIII II _11I111_ IIIIIIIII i r- --,JT I I I F- 11 R-2 -DWELLING W=�I 11111;1= E-=LLJI0IiI NG_C _-U N-III IT 1751200 L--------- L---------- 1 R-2 SHREDOODS F L__ ____ob 11 , 3 R-2L 1 - - - - - - - - - I F F.7 - -.--F j \ �L=POOL EQUIP RM OPERATIONS 33 30150 DWELLING UNIT 5 R-2 - 02R2 T- LJ 6 U- L=194'-9" CPET=56'-3" STORAGE _____________________ ______yy_IN 108 200� 4# L=177'-9" I 1 R-2EXIT 48 Ll El EXIT ME RETAIL STORAGE -------- 49 409 200 L3 R-2 ® PET -= 5-5- ---8 -"�n YOGA 176-11101/256" I 1 523 11 50 1/3 OVERALL DIMENSION=111-0" - - - 11 r---------, I L - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----�____ El I I I I I I _______ I I I L____ ____- - - - - - - -______ I I P - - - - - - -- -4 F 11 EGRESS OPENIO WIDTH -� r-------+-, r-- -- I I I I I I 1 7 J I I I I I I I I 1 I I ----+-I----- I I I j ❑ I j I I j ❑ I I I I I I m --- � ----m I ;I, I I , I I I I =. , I , I FIRE WALL I------------------------------------------+----------+------ ------------+-------------------------- --------+------ I ! 1 _____ _____t_J L___-__ PARKING HORIZOI)ITAL EXIT AT 19767 1 200 1 II 99 1 S-2 WALL � PROVIDED FOR I � I I I�III 3 J � • Q IIIII � O � � O IIII � , IIIII I I o0 000°o00e0°o0 0o0o00°0�o0 II °0o0Oo0eo0io°°gII I o•o° °0oo°o0 oo0 °o°e00 °oOO0o0 ooeo°o0°oe00oe°eo0°oe0 Ii °oco°00°o< eoeoo0°oe° 0000°00°000e°eo0°oe°o eoeo°00°o00 e00000°oe°o°0000°00°o00 � I ♦ ,IIIII � ® I IIIIII -�♦I - 1 -1" -- • -- � - -11 � � ACCESSIBLE MEANS OF TOTAL PARKING OCCUPANT LOAD = 99 99 OCCUPANTS/2 EXITS =49/50 OCC. PER EXIT ESS ONLY PER Cr 6=09.2.1 EXCEPTION 1 P" - mmmmmm INN 01 o C II 313 I -- > I I L L_________J ------- L______ -J El EN TO BELOW _ r ----- + �4 r, CPETI'o �9� ,0 O N ♦ TOTAL INTERIOR OCCUPANT LOAD=146 C) DWELLING UNITi A - - - - - od - - - - 146 OCCUPANTS/3 EXITS =48/49 OCC. PER EXIT 424 200 pR-2 I I �\ r or- DV�LLINGTr 1 i2200TRA H 3 ----L------ )/Z -NP B R E A K ROOM 1 185 1 15 F -71 I -2 I _ - III 11I1 L �LJ �I0IIII�I" \• iLw-1 I--- O_rIIIIIII I _1111I11/ iIIIiIIIII --- -- 111111111 / - - - -II ❑ j ♦� IIIlII�IIrIIIIIIIIIIIIIII ------- J iIIjIIII - - 12 r---- -- _ _ ii IIIIIIIII I IIIII A-3 IIIIIIIIIIII II _11I111_ IIIIIIIII i r- --,JT I I I F- 11 R-2 -DWELLING W=�I 11111;1= E-=LLJI0IiI NG_C _-U N-III IT 1751200 L--------- L---------- 1 R-2 SHREDOODS F L__ ____ob 11 , 3 R-2L 1 - - - - - - - - - I F F.7 - -.--F j \ �L=POOL EQUIP RM OPERATIONS 33 30150 DWELLING UNIT 5 R-2 - 02R2 T- LJ 6 U- L=194'-9" CPET=56'-3" STORAGE _____________________ ______yy_IN 108 200� 4# L=177'-9" I 1 R-2EXIT 48 Ll El EXIT ME RETAIL STORAGE -------- 49 409 200 L3 R-2 ® PET -= 5-5- ---8 -"�n YOGA 176-11101/256" I 1 523 11 50 1/3 OVERALL DIMENSION=111-0" - - - 11 r---------, I L - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----�____ El I I I I I I _______ I I I L____ ____- - - - - - - -______ I I P - - - - - - -- -4 F 11 EGRESS OPENIO WIDTH TOTAL OCCUPANfS 48 EGRESS WIDTH PER OCCUP 0.2 REQUIRED PENING WIDTH 9.6" PROPO D OPENING WIDTH MIN. 33.4" PRO OSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 48 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 14.4" PROPOSED STAIR WIDTH 75" n DELNNT 026 2 7 R2 F, 7, M A IN T E 212 1 300 1 A 418 200 EGRESS OPENING WIDTH M A IN T E 212 1 300 1 A 418 200 EGRESS OPENING WIDTH A 418 200 EGRESS OPENING WIDTH 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" 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 N 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 E ■ NIEMEN! ■ E MENNEN 3-HR FIRE WALL - SEE AD-26 .■■■■■■■■■■■■■L=XX' ■■■■■■■■■■■ CPET=XX' IHEO FLOOR AREA # OF OCCUPANTS XXC5 LU EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT 1 EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 'A 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 INVI S'I'I�•IEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. Date Description H 10 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 dr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCy�T LL G��SED N N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 9jF of C) CA�� License Stamp CIO BUILDING A SECOND FLOOR EXITING ANALYSIS RESIDENT STORAGE 2144 200 BUILDING A - LEVEL 2 EXITING ANALYSIS I SCALE:3/32"=V-01 1 COPYRIGHT n AO-32 BUILDING A - LEVEL 2 EXITING ANALYSIS I SCALE:3/32"=V-01 1 COPYRIGHT n AO-32 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" c _5 I I I I I I I I I I I I I I _J _J I I ; 1 I I -� I--�0 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 1 1 1 I 1 I r--- ---, I r--- I --- -I r-- --- --, I I I I I I I 1 I I I I I I I I I I I 1 1 1 I � ❑ I I I ;1 IQI ________________I ________ I I I I I I I I I I 1 1 ' FEC ' ---- +------ ------------------------------------+------- ---+- - ---------+-t---------+ I 1 161'-10" I---------i 1/3 OVERALL DIMENSION=68'-2" r UP 5% , `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" EGRESS 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 TOTAL OCCUPANTS 69 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 2O.7" PROPOSED STAIR WIDTH 48" DOWN 5% EXI' Rim ------- 53 1 1 1 1 1 DWELLING UNIT 4821 200 3 R-2 II II II II F_ 7 L J J ---- Q ---- DDCco ' U 40 o N O co I/ P Qm Q40 n ® F - Q r TOTAL INTERIOR OCCUPANT LOAD PORTION 2 - 16 41 o QQ O= 16 OCCUPANTS/1 EXITS =16 OCC. PER EXIT -_o��_ -- --- --------- or----- II, I I I I I _______C) ---------------------------- -------- ------------- --------------- ------ --- --------------------- ---------- ==JIII Q3 I I I I I I I I I 1 I I I I 1 I I r7- ------ O ,' ■ V �� II co I I I I I I I T I I r 'fi // 1 112 occupants entering the O/• 1 I I I 1 I /� , << I I I I 1 0 ; /, ]I I horizontal exit require 336 sq. ft of 0/ _ 10 1 1 1 1 1 ----------- w/ / / y F q� m - 1 refuge + 48 sq ft for tenants z z , , ,/', I residing in that zone I 4 �oi,� sFA/2,� Ftis/ 1 0 z ' � =493 sq. ft of refuge area provided cc , o 1 4 _ 1 I 1 I 'Al-V ----- 0 0 0 0 o S'/O �'9T 0- 2 I t9 DWELLING IT 1043 2 6 R-2 / F9 1 O S , 1 I I I I 1 1 7 I I I I I 7 7/ I I I I I I i I I i I I i I I 1 i --- T CPET = 94'- j ❑ I j I I j I❑ I I I I I n----� ----m ''/ L---- ------------------------------------------+----------+------- -- - ------------+---------- ----------------- --------+------ I 77 FIRE WALL L'----_- I------J • • �___� I I L_�_ PARKING 1 I 21217 200 a 107 R-2 a 1 �_-_--== HORIZONTAL EXIT TOTAL PARKING OCCUPANT LOAD = 107 1 EXIT - r � II EGRESS OPENING WIDTH 107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT I w� II � 1 1105 � � TOTAL OCCUPANTS 105 EGRESS WIDTH PER OCCUP 0.2 Z T I DWELLING UNIT REQUIRED OPENING WIDTH 21" 1 I 1043 200 6 R-2 PROPOSED OPENING WIDTH MIN. 33.4" 1 °°° 36" r--- -----, r___________________________ _________ _� o°<°o°o°o PROPOSED DOOR WIDTH TOTAL INTERIOR OCCUPANT LOAD PORTION 1 = 31 I I I��I DWELLING UNIT 0 314 OCCUPANTS/3 EXITS=104/105 OCC. PER EXIT I I i 424 200 II V\ F -1 DWELLING UNIT 1 _ 1 ° ° P SP 1 ■ I 110 424 200 � 1 � `\ � � � I i - � � � 0 � 1 0 0 I / TRASH u 1 I I I L J 3 R-2 1 r+-w- jeo - 1 1 -2 1 1/3 42'-3 237/256" I .i 1 1 1 62 OVERALL DIMENSION I o- � - � ____ _= 1 N =22'- 62 1 II 0 0 41' - 1 7_713- 1==== I II �\\ \\� o�1L�6 `j`P�11� 1 ,i'J-, 1 1 II �\\ �� 119 Ik S`'� 1 CLUBROOM DWELLING UNIT / ��F 1 II DWELLING UNIT 66 22 (�-� �1 1 1816 15 705 200 II II j u 705 200 S\0�, O ° �10 �p0� ' E I 122 A-3 4 R-2 " oCa 1 II 4 R-2 �M`�� �gX �, A �G 1 II I U T 1 ® II ���\\J�G�P�.S�PSO 1 I • IIEl 1 II -- ° I I I I I I I oL I 1 I --J L---------J I I I I I I I I I I I I I I J I 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. WELLING UNIT 1 g`I`P ��� 1 L \,� a rr - C 0 -- L 1107 200 ��� FtP�' 1 w II LL J I I 1 6 R-2 `L� `�� 1 L__ ____o `GP�'� O 1 I •I \%MIN. 1 1 D ELLING UNIT *00 /� 3% MIN P( �' L = 206'-0" _ _ _ _ _ 0 I 0 --- 0 \ 111 c, 't 1 1 200 L I- ~ - - - - 7%MIN. , ® _ O �_ , 1 _I I - L---- L 1 / I 1/o MIN. I C ---- , \ 1 3.5%MIN_ DWELLING UNIT 1 ° - �� O L-----1 �------- TO AL OUTDOOR OCCUPANT LOAD = 239 T 120/ \\ 1 705 200 1 1 I-,- DWELLING UNIT I 7%MIN. / \'� z%MIN. 239 OCCUPANTS/2 EXITS=119/120 OCC. PE EXIT \\ °I 1 II 1251 200 1 1 , } \7% MIN. _ _ TI 3.5% MIN. X 4 R-2 7 1 1 / I \\ r__yMrM__ ___n______________% COURTYARD N z%MIN. \ f , \ ° 1 ° II \\ �� , \\ 4%MIN I° 1 1 II Li 7%MIN. \ ��' 9%MIN I 337 15 m-~,- } \\ 4%MIN./' I I 1 C 1 • 1---------------------------------------�11111111111111111111111111 1 11111111111111111111111111r111- 1 - "23 - 11 -s------------------------- \` A 3 / 4.6%MIN. 1 a% MI / \ =iIN. _mmmn /1r11r1111\"11 r11 %r11"T--- ill �Th / • 1 I`T-1 1 8 1r1111r11r1111r _ _ 1 l 4%MIN - {�------ - P \ 3% MIN. Q I / \\ _ ; / \ �- -- �rt---4%MII. / \\ I / 3% MIN / ___� U ® 1 L J_ J 1 z,,MIN. II // \ _ \\ I%MIN. I /II \\ \ I - 11 � 11 I. 1 1 \ r \\ L I�I,j - � � � =_- 2%MIN 2% MIN. \ L--L - ll- LL J 1 ® p II II 1 L 2% MIN. - 1 3 -42; - fi�-- /x\ - I p II I-r T 1 Q r 3% MIN. \ / 1 II u 1 \1 \ , 1' 1/25g / \ l rJ 1 II II 1 I / I / \ \\ // 1 \ \\ MIN. I OVE //lyD�� ' ` \\ / / \\\ \\\//� 3%MN II - II 1 ' N m _==J1 CPET = 55' -----� CPET - 63'-7 / / / f 1 / 2% MIN. I QN ® I-----� - / / I \ 1__yf.______��_ �____�\\ } \\30_Or, / I \\3%MIN./ \ �X MIN. \ ,/ I \ I / 4%MI 3% IMIN \ \\------- -- 1 / 4% % / } 2% MIN \ / ------- II /\\ T,MIN. \\ I / IL ti / / \ _ '_ 170'-6 19164" 1 _ \ \ \\\ I DWELLING UNIT 5 IL-== EXIT 1' � - 113 OVERALL DIMENSION=93'-5' 669 R-: + 1 3% MIN. \ I / \ I 4 R-2 4 ' / 1 V A J 3%MI". / \\ TOTAL POOL ENCLOSURE OCCUPANT LOAD = 216 \ i \1 o 2% MIN. \ _ __ _� 1 0 104 \ L_ 3/o Ml I � 7 n II Irk 0 II DWELLING UNIT 1121 200 6 R-2 II II II u u u u 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" 2% MIN 216 OCCUPANTS/2 EXITS =108 OCC. PER EXIT \ / 1 1 1 0 0 2% MIN. . \\ 11 ! / 0 1 ❑❑ II31 POOL I -\� -� --- 1i i V 18'-2 1/2" 'SF0 O qC0 1115 50 i \ / j DEAD END CORRIDOR MAX. = 50' DWELLING UNIT ro \ 1 Irk sy� l'�c� tiy� 1 200 23 E1/7'-5 �1 957 R-2 2% MIN. O/A_ s.(� /N'ys 2% MIN. I / \\ \ FF 7 II 1 II L_ JJ \\---$ 1 �jLs9 F�,S,/ �` O 1 -- � \ J 1 r- 7 0 0 t t00 3% MIN. \ \ Oti��F ^, O / I %MIN. 3% MIN., v II / I \ 13%MIN 1 D - /2%MIN. ,C4 ��- �O' /F?f 2%MIN.\\\\\q / - El 11 I DWELLING UNIT -I -11 1// v` O� - - 5% MIN. 5%MI . 1 I 11El 1127 20Q \\5% MIN. % I / �q,{T,� C7O C�s I \\ I �_+ L \\ I I 11 I 6 R-2 \ / \\ / r _� _ __�1■ O� sT f ,,�,, \ i -- \ l ~ \ / / / \ • % /y W/, MIN. \ 3.5%MIN.�__ \ /__ \ 3.5 MIN. % q11l ___ _E11= �-----_� -7- SPA '1'//� u��L / \ /,�1!J i .1 162 50 _ `2 1 / `\ 3.5% MIN. /5% MIN. 1 3.5%MIN. 4 A-3 ,' II 11 / n 5%MIN. // I TI i '- � I /' I� `\ 500� 5%MIN. - 2%MIN.p _ _� _ _ _ _ _ L = 185'-11r,V. G %MIN.______y�_____ 5%MIN. DWELLING UNIT 1127 200 6 R-2 CPET = 54'-5" I 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" 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" STAIR WIDTH TOTAL OCCUPANTS 105 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 31.5" 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) 61. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR 12. ELEVATOR NOT REQUIRED PER CBC 10112.1 AND EXCEPTION 11, 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' ■■■■■■■■■■■ CPET=XX' IHE� FLOOR AREA # OF OCCUPANTS EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT 1 EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 EI7 OAK [VI S'1'�VIL1�I'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF 0 Q U Q Z Q Q Z Q U) w w I- ICT LO LO 06 No. Date Description H W 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, 'l LL G��SE N N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of C A� License Stamp o BUILDING A THIRD FLOOR EXITING ANALYSIS BUILDING A - LEVEL 3 EXITING ANALYSIS SCALE:3/32"=V-01 1 COPYRIGHT n AO-33 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 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 t P I1 I I I I I I I I I I I I I 1 1 I FEC ' FEC_______+_________ ________________ ________+______ __ _________ _________________ _______+_________ ___+__ _ _____ ____+_t___ ______+ 16V-10,, I--------� I I 1/3 OVERALL DIMENSION _ 1 EXIT-- --------------- ---- --- -----------------------r-mp I UP 5% I I I I I � I I I I 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" EGRESS OPENING WIDTH TOTAL OCCUPANTS 30 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 6" PROPOSED OPENING WIDTH MIN. 33.41, PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 83 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 24.9" PROPOSED STAIR WIDTH 66" ril, F----------------------- --------------- - - - - J - - - - - t� C I- T 7 DWELLING UNIT �-L-i 490 1 200 3 il R-2 DWELLING UNIT 1286 1 200 7 1R-2 �- - -------------- u • \ DOWN 5% ON 3 EXIT ® EXITS - 71 53 30 ,N 1 I 1 1 1 1 1 I I p I ' u I I a 1 u J -- -- --� r------- , -� r----- ---� r---------� r---- -- f� � 1 ❑ ==-I I I _______� ch ------------------------------------------ -------------------------------- ------ --- --------------------------------- I I I I t------- t- t------ t---------- t---- ---�--,--- I I I I ❑ I I I I I I❑ I I I I I I �- -- ----- I I I 1 I I 1 I I I 1 1 I ----- - - - - -- 1 II ------ ----- i i I I I I I I I I I I I I I I 1 1 I I I 1 II _ _♦ I i I L_______J__J __J L__ -r I 4 I I o I U') I a_ I I D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ❑ r --� I I I I I I I I -------J I I I I I 1 fi �Fqs I I I 1 L--------- J 1 co oTs ° F`�q� I I U? 4----------- - t� 1 <�cs oi,�FN I o I 1 L DWELLING UNIT 1043 200 0 0 0 0 �Fti0O ,QgTS�O� 20 , 6 R-2 I I I I ti Fo ; s �.s-. I I 1 I--------- - 1 F I I I I 1 C �Z� I I I ; I L J I 00 SST I I j ❑ I j I I j I❑ I I I I 1 1 I rn --- � ----- 1 IL--- :. I I 1i ; ; I .. FIRE WALL ----------------- --------+------- ---+------- -- - ------------+--------------------------- --------+------ I R V 0 Ir=== _______J 212ARKI 200 171 a 107 R-2 1 ---- ------ I IL=== TOTAL PARKING OCCUPANT LOAD = 107 1 I 1 1 DWELLING UNIT 107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT 1 10643 2R02 I 1 r---------- I I I I I I --------------- ------------- -------1--------- I I I I I I I L_ _ _� __J I I I I I I I `I � I �I l �l r ; . � o❑ I� III I� E oil II. ----__� --------------- J..oa ------- � F- DWELLING UNIT 11 1126 200 = II 6 1 R-2 D u I t= II g WELLING UNIT II 1126 1 200 6 1 R-2 II =_ F -11 II L JI II II u II of u u -n-�-n DWELLING UNIT 705 200 4 R-2 I I I I I I I I I 13 I I II I I I I I I II I I I PE1T -- �- I{ I� 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" 1 I I L 1 1 I - - - I ----------------------------------+------------+---- ----- ----- --- - I I I I I I I = 13 1 " (:d I I I I I I ♦ I El 44M - - - - - * - 1 I I I _ ______ ^�� I _. I I C�a II I I o o/) N. o o O DWELLING UNIT 424 1 200 �O�P�,\��IiPQPO G i i i;-'--------------------------------------� 3 R-2 I J �J - -1 L � U`l � V -1J�� I DWELLING UNIT I o- E 11 669 1 200 4 1 R-2 EFEC El I I DWELLING UNIT 705 200 4 R-2 , 1.■T■t � ���li•.CI�� 1 w u LL-1 1 - 1 = 180'-2" c I 1 FL6. 1 " DWELLING UNIT 705 200 4 R-2 I\ � i i IL 1 , I 1 ❑ /� HORIZONTAL EXIT AT FIRE o I °I I II \\ Io I ; ii Li \� m I WALL PROVIDED FOR I 1 C I ACCESSIBLE MEANS OF C I EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 ii V 1 �--------� r----------- I I 00 II 1 m ---- CPET = 55'-81 r-- MIS TOTAL OCCUPANT LOAD = 91 128 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT 170'-6 19/64" 1/3 OVERALL DIMENSION=111'-0" ` J - -- - -� I o 0 CV � 1 ❑❑ 8 r------------� E, 1 18'-2 1 /2" 1 DEAD END CORRIDOR MAX. = 50'- 1 ETQ7'-5 7 7 IT � II 1 ❑❑° L LL _J = j 1 1 ° El 1 DWELLING UNIT I 1 ❑❑ 1126 200 6 R-2 - I II - 1 1 -----= 1 r II 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" 1 I I � 1 CPET = 54'-5" 1 �------1 � L 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" 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 E ■ � ■ E 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 IHEO HORIZONTAL EXIT X X o' EXIT AND OCCUPANT LOAD LU FLOOR AREA # OF OCCUPANTS OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 INVI S'Flkil,,N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O d� Q U z Q Lii z Q w v! w LO LO 06 LO No. Date Description H v ) U U-1 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 SED ARC,S,,T U- P, 0 N * No. C29795 * C) RENEWAL DATE CNI AUGUST 31, 2023 1 of C A� License Stamp o BUILDING A FOURTH FLOOR EXITING ANALYSIS BUILDING A - LEVEL 4 EXITING ANALYSIS SCALE: 3/32"=1'-01 1 i COPYRIGHT n AO-34 11 ---p III �-----------� I I I I III I I IIIII III I I IIIII III I I IIIII III I I II111 I III I I IIIII I III I I IIIII I ------ --- JJ .� I __------- I ii I I I ----L---------J -------------------------------- , ----------------�I I I I I n II ' I II II I ---------------- r -------------------- ~ I I I I I n � -F+-- --� -------+-� II I I I I ------- LZ------ -------------+-+------------i- I ----------------I I I I I ; I n II ' I II ' I II I ---------------- I I I I I I n � II II I II I ---------------- I I I I n � II --------Ll------i� ----------------+-+---------- I I I I -------------- -------�T------ I I I I II I II � II ' I u -------- ------ ---------- ---- I I I I n � II ' I II ' I II ' I I I 1 I I I I I I I I I --------J I I I I I I I I III lil i 1 11 i III 111 1 �I I�1 lil 1 �I I;1 111 1 ;I I;1 11 1 ;I III II I 1 11 I III lil I 1 �I I I;1 lil I 1 ;1 I I; 1 111 I 1 11 I III 111 I 1 i1 I I�1 lil I 1 11 I 11 ---------------------------+------ I I _ I I I •------ +-- I ____J r---r------ --------------�--------1- Ir;j I 1 i1 lil I 1i i1 I lil I 1i i1 I lil I 1i i1 I 11 11 11 '1 li i1 1A 111 11 ;I i1 11 11 11 11 11 11 11 11 11 11 I 11 `I I I ICJ i 1:E---I �; ;:c==-3 1 I� 11 1 11 i1 1 Ii i1 1 Ii i1 1 1i i1 1 1i i1 � I r---A -- F-i i1 I I� i1 I 1 I I� i1 I 1 I 11 i1 I 1 I i i1 I 11 I .-------+---------• •---+------ I I L--______-J r--------- � I I l I;I I 11 1 11 I III I I 11 I Ii1 I I, ,I I 1;1 I 1; 11 I 1;1 I 1; 11 I 111 L___1A___l�J Ii1 I� 11 Ii1 Ii1 I� Ii 11 i1 III Ii i1 ICI I� i1 I;I I; 11 III II �I 1 I ;I ICI I I;I � I;I III Ii1 ' Ii1 ICI I;I I I I;I I I I 1;1 I I III I I Ii1 I I I Ii1 I ' I I ---------------- I I ---+------ I i1 1 11 11 11 11 11 II 11 11 II 11 1 11 IN I I 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. 33.41, PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 69 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 2O.7" PROPOSED STAIR WIDTH 66" a b � C I- T 7 DWELLING UNIT 490 1 200 3 R-2 It I F- ,l I � J DWELLING UNIT 1286 1 200 7 1 R-2 1 I I J\ I I I I I I I I ' ---- 1 1 p 1 i 8-1 1 u I z 1 II 1 ==JI ----- I m- �- �-- -n----- ---- ------------ _---_---_- - V IPCoI -_---_--_- � 11111 0 0_ 0 O IuI 8-1 �- V� 1 4 I ---------- ; G�� I o; z 1 r 0 1 DWELLING UNIT 1 106 3 R-2 I El I F-9 II I I O ���w I ' i Lo , L J m I 0 1 I I �P� �� I I I 1 1 I `✓ � -- I ----- ---�_ II !----- 1 � �S � � 1�=== �� R J ■■- FIRE WALL f----- --+-------------------------------------+------ I I z - N L____ , -- 1 I z 1 II tt L=== 1 -- - - - - - - 1 DWELLING UNIT TOTAL PARKING OCCUPANT LOAD = 53 1 1 I ao F -1 1 1043 1 200 53 OCCUPANTS/2 EXITS - 6/27 OCC. PER EXIT ; 1LA6 R-2 T ' I 1 i r it lil _ li i1 I III - III - I1=-=3 I i 11=-=3 1 1 L 1 1 r--------- 7 r---- ----r ----- r---- I I I I I I L- ° p - I------------+-------------------------------------+------------+---- -------------------- -----------+----- I 1 ❑ I I i i i i I I I i I i - 13 1" ( 1- ♦ �J 1 El u N. 0 I 0 I I I I II �Or\\�Q I I I 2 o �� �G F DWELLING UNIT 50tci 424 1 200 II --------------------------------- -- -----r--------------' z�'� Q- I I I ��C�G■ F -1' ®®� R 00 - ELECT E� ETERS LL ; SP �Q\P �\O� I I I ' V'■ DWELLING UNIT I 1 V o r P\ e- �, 434 2R00 1 TRA H L El, 1 II J i O���O��P' ��� ��- 1 r +�r9- P' 1 �_________., • _= II 1 f `L�+OJT 100 \ �1 DWELLING 2NI o- 1 Q� 0 0 1 11 11 I 1 5� 1 4 R-2 4 1 3,3 L J 1 `� DWELLING UNIT ii 1 .I 1 1- �P 1 1 EC �+ 1 705 1 200 4 R-2 II 1 1 == I P 1 == I 1 1 II Tr=- T rr===�� ram= 11 a �� ii 1 u II 1 u II a II ,i' ii 1 F- _9 1 Lu o u o u II o 1 L �J II 1 � II � - � ,u II II Ih� � - � II LJ 1 � ii � ' DWELLING UNIT 1 II ; 1 II 1 - - inaq inn DWELLING UNIT 1 1 II � r p® N ..I ■ IN II. psi = J ❑� �7�.�� .op, 1= O1 ii JI � Iu t7- WELLING UNIT 11 1126 200 6 R-2 11 L II II u II �001 u u L O -- 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 UNIT 705 200 4 R-2 Ill 669 200 1 1 iI 1 EL UNIT 251 200 �J P - D 1 ■ 1 \J 1 L = 218'-111 1 = 180'- DWELLING UNIT 705 200 4 R-2 I\ � / / IL 1 , 0 ' 1 ❑ HORIZONTAL EXIT AT F° ' � 0 1 ; ii LJ IRE l m I WALL PROVIDED FOR C ACCESSIBLE MEANS OF C I EGRESS ONLY PER CBC 1F 2.1 EXCEPTION 1 II V 1 �--------� r ---------- I 1 El � 1 GO II 1 CPET = 55-8111■ TOTAL OCCUPANT LOAD = 128 128 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT 170'-6 19/64" 1/3 OVERALL DIMENSION J - -- - -� 1 0 N 1 � 0 ❑❑ 8 r------------� 1 18'-2 1 /2" 1 DEAD END CORRIDOR MAX. - 50'-- 1 ETQ7'-5 7 7 IT 1-1-11 II 1 1 ; EI L- - L J II ; ` C� i 1 ° El 1 DWELLING UNIT 1 1 ❑❑ 1126 1 200 6 R-2 - F M 1 11 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" 1 1 1 � 1 CPET = 54'-5" 1 1 L 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 IHEO HORIZONTAL EXIT X X o' EXIT AND OCCUPANT LOAD LLI FLOOR AREA # OF OCCUPANTS OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 'A 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 INVI S'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 CD VJ Q U z Q Q z Q U) Lii U) w LO LO 0115 LO No. Date Description H m v J U U-1 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 ARCIII LL G��SED N * No. C29795 * C) RENEWAL DATE CNI AUGUST 31, 2023 1 9jF of C) CA�� License Stamp o BUILDING A FIFTH FLOOR EXITING ANALYSIS BUILDING A - LEVEL 5 EXITING ANALYSIS SCALE: 3/32"=1'-0} 1 i COPYRIGHT n AO-35 C� ACCESSORY II 58 1 300 u 1 1 R-2 DWELLING UNIT 424 200 II ® I 1 moo- ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri 3 R-2 II - � ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri r ri ri ri ri ri ri ri ri ri ri ri ri ri m �� / 110 DWELLING UNIT L ; ®®� Q F °°- o 1 SIP r o o F-1 ❑❑ 1 0 0 424 200 TRASH U rFr Fr- r Im fr I��l I L J -- - 3 R-2 1 LL J I IL J LIE _U I I 1 r +�r1- 1 L \ 11 / 2 J--_____-- I 1 � 01 1 � (Y1\ 1 I 1-11 __1°1v`1 DWELLING UNI r-- 200 J�� ii 1 ,i 0 E 1 669 R-2 Ll 113 DWELLING UNIT 1 Ec \ 1 705 200 ° 1 g I 1 - ❑❑ I ❑❑ ❑❑ \ 1 II 1 II " 4 R-2 II 1 1 = I rr===�7 1 - I rr===�7 ram= -�7 I 1 II 1 Co m II \� II 1 II II 1 II II II II ,i' II 1 TI u o u o u IIJ o 1 L JJ 1 II � � � Ih� 1 u L% j DWELLING10 3UNIT DWELLING UNIT 1 \ 1 0 1 F_ T 7 1 E II` 6 R-2 669 200 1 ii 1 EL UNIT 1 4 R-2 1 \ 1 1 251 200 1 7 7L-JJ DWELLING UNIT v/ \ 1 \„ w' ii FF J C 1107 200 1 ``� L ti ti ti ti ti ti � \ fl uJ 6 R-2 DWELLING UNIT 705 200 4 R-2 i i Lo qL00 � = 2� �= \\ 1 = 180'-2" \������ �� DWELLING UNIT 745 R2 ��j 1 -' II U ' li �L i �I� IL � L ' 1 1 L 1 $ 0 �o -n J 1 , 1 ❑ DWELLING UNIT 1 1 �� \pN'26g9'�` LESS - - - - - - - - - - - 1250 200 1 1 ; AMENS oN Nod oo� 1' HORIZONTAL EXIT AT FIRE l0 ° 1LJ 7 R-2 ; -- -- - ; O\PGON�O\M��P�`c��GS�G� m I WALL PROVIDED FOR - -- - 1 1 D ❑❑ g 1 1 o���O J�FL��g�QSoN"G ACCESSIBLE MEANS OF TT ® 3��N EGRESS ONLY PER CBC ===�1 R ® 1 L J 1 V 1 1 ���� > 1009.2.1 EXCEPTION 1 1 0❑ 0 1 / 5�2 O� r----------- 4 1 1 ILJ 1 II II 1 F� r i II ri ri M ---J, 1 it li 1 WELL UNIT L 1PET 55-8"n 1 �_____� CPET = 63'-7" IJ 669 200 1 Co 1 TOTAL OCCUPANT LOAD = 81 4 R-2 4 1 00 81 OCCUPANTS/2 EXITS =40/41 OCC. PER EXIT D3J II '� l EXIT ----------- _J 1 ® III 40 - 1 - OVERALL DIMENSION = 89'-4' - -- -� DWELLING UNIT 1126 200 6 R-2 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 48" 0 1 � } 1 18'-2 1 /2" 1 DEAD END CORRIDOR MAX. - 50'_ 1 ETQ7'-5 7 7 1 IT � II 1 EI IL J II ; i 1 ------_ 1 II 1 1 II 1 El DWELLING UNIT 1 1 1126 200 1 - 1 II 11 �❑ 1 6 R-2 r 'III Oil 1 /IlF--)l _J 1 1 1 I 1 CPET = 54'-5" 1 ■ ri ri ri ri ri ri � i II 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" 1 L 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 ■■■■■■■■■■■■■■L=XX' ■■■■■■■■■■■ CPET=XX' IHEO FLOOR AREA # OF OCCUPANTS X LU 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 1 EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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'Flkil,,N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 17 r C) Q U Q z Q z Q W w w v J W LO LO 06 r No. Date Description H 10 W v J U U-1 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 SED ARC,S,11, LL R el� N N * No. C29795 * C) RENEWAL DATE CNI AUGUST 31, 2023 1 9jF of r O CA�� License Stamp o BUILDING A SIXTH FLOOR EXITING ANALYSIS BUILDING A - LEVEL 6 EXITING ANALYSIS I SCALE:3/32"=V-01 1 1 COPYRIGHT n AO-36 ACCESSORY 58 1 300 1 1 R-2 ®----------------------------------------------r--------------'� I ; �-----------------------------------� -� 1 ®®� �■' F� ° O -� O I I 1 S r_ o o F� 0 110 1 � � ,� fry Im Fr-1 r1 a ❑ ❑ 1 l LL J I LL _J ��yy I 1 1 El El 1 IL_ _ / -2 _ J I °1 1 Co °I10 1 � Uri\\ I I 1 1 0 1 ° 1 \ 1 DWELLING UNIT1 1 El N 1 ; 1 11 E 1 669 200 j1 II DWELLING UNIT ii 1 .I 1 E I 1 1 4 R-2 1 rr=�� �� 705 200 1 g I 1 _ I 1 - 1 ,% �_ 1 1 11 ��� 4 R-2 1I 1 1 = 1 1 = 1 1 % ��-, 1 11 .. 11 rr ===�7 rr ===�7 rr = =�� d II 1 11 II 1 - - - - - - - ii ii 1 ii ii ii ii 1 II II 1 11 11-� a II 11 IIF1ir ME F__1 DWELLING UNIT 11 - - 1043 200 DWELLING UNIT 1 1 11 T 1 u` 6 R-2 669 200 II 1 4 R-2 1 � 1 11 1 - L L DWELLING ULl NIT v ��� \ \w' ii LL J 1 1107 200 6 �� 1 -- II 1° ti 1 L = 218'-1i 1 = 180'-2" �� 0 1 ~----� PM M M WAIllif IM i \AL.----- -- 1 L 1 1 'IL J 1 DWELLING UNIT ; I ; %' O\M ;OO �� N 10 \ 0 1 1250 200 ' ENS N' a� � 1 /� HORIZONTAL EXIT AT FIRE �" I° 1 7 G SSG M I WALL PROVIDED FOR � 1 1 �p��� P�-�' �PP� -1 ACCESSIBLE MEANS OF 1 DWELLING UNIT 705 200 4 R-2 Fill, El -----------13 ��EGRESS ONLY PER CBCP � ; 11 ���c > 1009.2.1 EXCEPTION 1 ❑❑ / 2 0� r 4 :J LL _J 1 II II 1 II F=I]MMJ II7 __1 1 0 m 1 ii ii 1 WELL UNIT hL `1 669 200 I t - ----------- - -7 �'-/ + o EGRESS OPENING WIDTH 1 YNNE/m/a, 1 TOTAL OCCUPANTS 60 EGRESS WIDTH PER OCCUP 0.2 F_ 7 REQUIRED OPENING WIDTH 12" 1 11 L PROPOSED OPENING WIDTH MIN. 33.4" DWELLING UNIT 1126 200 6 R-2 C PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 60 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 18" PROPOSED STAIR WIDTH 48" ` ` J 1 0 1 18'-2 1 /2' 1 DEAD END CORRIDOR MAX. - 50'� 1 ETQ7'-5 IT 1I 1 1 ; L_ L LLJ = j 1 1 ° 1 DWELLING UNIT 1 1 ❑❑ 1 1126 200 6 R-2 - 1 II r 'III - i 1 J 1 1 1 f 1 CPET = 54'-5" 1 co II u � u u DWELLING UNIT 424 200 3 R-2 F__9 L_ Al U -1 L 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" 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 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 MAYBE 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' IHEO FLOOR AREA # OF OCCUPANTS XXC5 W 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 SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 ED7 OAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N d� Q U Q z Q Q z Q W w w w LO LO 06 LO No. Date Description H 10 m 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCy�T LL G��SED N * No. C29795 * C) RENEWAL DATE CNI AUGUST 31, 2023 1 9jF of r O CA��F License Stamp o BUILDING A SEVENTH FLOOR EXITING ANALYSIS DWELLING UNIT 705 200 4 R-2 BUILDING A - LEVEL 7 EXITING ANALYSIS SCALE:3/32"=V-01 1 COPYRIGHT n AO-37 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 FIRE WALL 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 908 1 200 5 R-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 192]VHOSla lIX3 DWELLING UNIT 1436 1 200 8 1 R-2 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" o I I � I 0 0 __________ _________________ r ---------------- 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 1 R-2 DWELLING UNIT 1127 1 200 6 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 0 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 361. 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[AC PAI r1I II ATCr1 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 ■■■■■■■■■■■■■■L=XX' ■■■■■■■■■■■ CPET=XX' FLOOR AREA # OF OCCUPANTS IHEO XXC5 W 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 SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 �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 ED7 OAK IN V E S' 1'1%,i1,,N' 1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d� Q U Q z Q Q z Q W Lii U) W LO V_ LO 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. <; � ARcy�TF * NJDATE REAUGLf) of CAS\ License Stamp BUILDING B FIRST FLOOR EXITING ANALYSIS J Q H m v ) U W 2 U Z Q 0- ILL ^ vMJ ILL N N O N 1 00 BUILDING B - LEVEL 1 EXITING ANALYSIS I SCALE: 3/32"=V-011 COPYRIGHT AO-41 FIRE WALL DWELLING UNIT 1127 200 6 R-2 DWELLING UNIT 485 1 200 3 1 R-2 i J F- EGRESS OPENING WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 9" PROPOSED OPENING WIDTH MIN. PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 45 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 13.5" PROPOSED STAIR WIDTH 48" I L= 181'- CiFjET - ' 7" I I I I J I I L -- ---J 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 I I I I I I I I I I I I 1 = o % I; I I I I❑I 1 1❑1 1 1 1 - 1T11!11 °I -----+--------- ---------- ------------+-------------+-------------------------------------+------------+---- -------------------------------+------------+-------------------------------------+------ ------+------------------------ ---------r I I I MMMMMI I I I I I I I I I - 1 � 1 II � 1 II CORRIDOR ���� II V I' �� ♦ ❑❑ S 0128 3J3 1 + I I I EVLM o J L---------- I CPET = 48'-7" __=y n El LL 1 V V 1 DWELLING UNIT I I 1 669 200 1 --------- - 11 L-- -----Mk 4 1 R-2 �� 1 1 - --� I I r---------- 1 1El I I I I I 3E I I I I I I I v li 1 I - 1 I I II h 1 I ---------- I I 1 1 -IIIIr��IIIIj - - - � I I 1 LJ I I 1 ' II ®T1 1 II I L = 115'-5" DWELLING UNIT 1043 200 6 R-2 i i !91 I I I , I I I I I I , I I I I 1 I I ------ I oo>0000>0000 0 00000p00000�000�000p00000� O I 1 0000<o><000>oo I ono^o>o^o�o�o^ono^ono^o^ono I 1 I VA I I 1 II I � DN 5% i UP 5% r----------i r----- ---� I I I N a. �p I I y` I� 0 I � I I I I �rl 6� __I --1 I I �� �5 -- - i�6 \�� I --, I I I I I I I Pv I ��i- II��3FEC----------L -------j__________ ._-------+------ _____+____. I PARKING -J 20444 200 103 R-2 OTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE) I I I I I I I I 1 I I I I 1 L___ I - I o oI 1 0 I 1 I I I I ' r- I 1 I I iTRASH VESTIBbCI I _ _ I , 52� I I I I I I I I I r-T--------i r- ---- I I I I ; I ; I I ----------- 1 1 1 I M 1 1 I I I I I 1 1 Lill ----------- i I r---------I r-- 1 I � --H--�---- I I I 1 1 ______________ _________________ I I I L-+------- J ---- LL..II a 1 TOO 1 1 1 1 1 1 i 0 I 11 I L - L-- \��----J --------J OPEN TO BELOW 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" gwol 1•\7� �O �1•a�\ � � I I -VIP OG1R F , L= 4 r 1 fr-1 ®'- II 1 �yF �+i �,7_. y Ev. 62 ACCESSORY I LL J E I 1 1 OG s O200 87 3R-0 I 1 F ti F ti 1 'Ay 9� 'S�9 9�0 J II 1El ErEC u LL z N00, II 1 1 == I T- ==�7 Lill 6, u o > "d" C (� 1 ° ° �I �O Off, S�� 1 DWELLING UNIT ■ �S 1 F- a k9<.\, 0 �'- ss, L - - 1043 200 ■ C> > 6 R-2 I 1 ,OO�iS' DWELLING UNIT ; .i = i �� �.y9� 1262 200 7 R-2 1 - �i�, 1 II L u I u 11, it ----� T 1 - F� L J I 1 F � ® i a [� 1 `II I 1 ii r �E] 1 1 , Fl 1 i Fl TOTAL RESIDENTIA OCCUPANT II 136 OCCUPANTS/3 EX S =45/46 ELI 1 1 DWOEELLING UNIT ■ 1 EXIT " 1 5 R-2 0 1 445IC A = CPET = 62'-9" ASH, -IvN PrA, u 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" DWELLING UNIT 1436 200 8 R-2 SIB DWELLING UNIT 1127 200 6 R-2 �� m El I. LJE 1 1 1ACCESSORY 1ACCESSORY 1 �v 11 157 1 300 1 79 1 300 1 U 11 1 1 R-2 1 1 1 R-2 1 ❑❑° 1 = 1 C� DWELLING UNIT = I r� ==�7 L\�P- DWELLING\UNIT u II - 1262 7 1 u o ° -� 1 669 0 1 C __---- 1 i 4 -2 1 1 Li 1 0 1 \ I LL= 1 OI I II 1 L= 7'-8" 1- ME- DWELLING UNIT 1 1 , 1 148 6 200 HORIZONTAL EXIT AT FIR ii LJ 1 El -------MI 1 I WALL PROVIDED FOR I 1 p II ACCESSIBLE MEANS OF I u Ji 1 EGRESS ONLY PER CBC I` I - PET = 52'-9"1 1009.2.1 EXCEPTION 1 I C�o L JI OAD = 136 DC. PER EXIT ii 1I DWELLING UNIT 1-1 1 953 1 200 ❑❑ 1 F -1-15 Li R-2 Co I L -1 it � II ` o 1 EXIT � Nil DWELLING UNIT 1127 200 6 R-2 - Q r--JIII 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" SH 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:206C 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 IHEO HORIZONTAL EXIT X X C) EXIT AND OCCUPANT LOAD W FLOOR AREA # OF OCCUPANTS OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX XX.XX �`- STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 • 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 I VI S'1'��i�'N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O Q U Q z Q Q z Q U) Lii L1J U) L Li LO LO LO 015 No. Date Description H W 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 ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v) ARCIII U- G��SED �`�0 �� N N * No. C29795 * C) RENEWAL DATE CNI AUGUST 31, 2023 1 9jF of r O CA��F License Stamp o BUILDING B SECOND FLOOR EXITING ANALYSIS BUILDING B - LEVEL 2 EXITING ANALYSIS SCALE: 3/32"=1'-01 1 i COPYRIGHT n AO-42 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 1 R-2 DWELLING UNIT 1127 1 r 1 C 6 1R-2 1 R 1 ii r 1 1 EXIT ♦ 0128 1 J3J3 EGRESS OPENING WIDTH TOTAL OCCUPANTS 51 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.2" PROPOSED OPENING WIDTH MIN. 33.41, PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 79 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 23.7" PROPOSED STAIR WIDTH 48" 1 L- - - - - - - - - - 7----J--- - 0 i lI II CPET = 48'-7" 791, LL 1 %__ �I 1--------- - II _ 1 Lmmmmmmm NJ I I I I LL I --�--- I 1 I J1 IL ---- V I FIRE WALL I li 1 1 DWELLING UNIT 1 1043 200 1 6 R-2 --- ------ mmmmmm 1 ' ®T1 II 1 II 1 L = 116-5" DWELLING UNIT 669 200 4 R-2 i ■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 L J Fr_ -1 ' u L J u / DWELLING UNIT 1262 200 - 7 R-2 _ J � IF , ii rr L°Ic C 0 II - IL==- u r� u L� F1 DWELLING UNIT 908 200 5 R-2 i L 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" I J I I I I I I I I I I I I I I I I i I 1 1 I I I ___ I --I -----1 I I I I I I I I I I I I I I I -------+------- ------+-------------------------------------+------ ------+---- ---- ----- '---------- ----------+------ I ------+---------- ----------------- ----------+------ ------ +-------- ---------------- ---------+------ o000 I I I I 1 I - I I --------------------------------'------- - IRMO o000o I o>oo �o I I I o0000 °° I 52�DN 5% 162'-10 95/128" I 1/3 OVERALL DIMENSION = 68'-11" I ' I I I I I I I ' i r---- ---- r--------- - r---7- - 11 1------- r 1 1 r- ---- I I I I I I ; I I I I I 03J 1 I �N\ I I I I I' \'`�0 ��P I I I I----I--�--- I ��1 5 , , I ' 11 I 00 N \; I ----- - ---- Oro- N. -- I I I o�-- o�' y�G �__I --J I I I L-1-------J L--- I I� I 1 ------------ 1 1 1 I l� i l� i l� I �Pg'C �, a�',OJ I � i I� i❑ i O i O i I� i I 1 I I I I I I I I I I I I I I I I I I 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" r---- --� r -- --- --� r-- --- --� 1 1 I I r- -i r-- 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 IQI I I I I I I '-----H--�--- I------�--- I I I I I FEC -- - - --- ---- ----------------- ---------- - - ----- ---------------- I I I I I I I PARKING 20444 200 I 103 R-2 T103 TOTAL PARKING OCCUPANT LOAD = 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT TOT UP 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 r-- I I - - - - ' I 1 1 -- - 1 1 1 I I I I I I 1 o °o ------- ----------- ----- -------------------------------- ---------- ---- ❑ o° TRASLL IL-- _ �_ �I 1 __J I 1 I 1 i L __ _____J I I I I VESTIBULE I 1 I 1 2rr��8'b I TRASH 4ti IA -1 I i al-/" 1 R 1 I I 1 r y---=�--7==--------------------� u 1 �F �� 1 °GF R L= 4 r Fr- -1 1 `, ��� ACCESSORY I LJ 1 yF�+i� °Oq '_EV.62 87 300 1 L Is 1, �/O 1 R-2 t 1 F ti F ti 1 'Ay 9� '5,9 9�0 R EFEC 1 1 V� g I 1 - 1 'L6/� 9� psi o� II 1 1 == I Tr 11 C"q /0 6"� 1 DWELLING UNIT - Pp��,, Ss,--� 1063 200 R-2 1 70O���iS' "I 1 �_7 1 II `✓ II L Ak �-- ----� T 1 F � II 1 L _J II 1 1 1 � 1 u 1 pp `II N 1 l 1 1 u 1 �E] i 1 1 1 1 ii fl > TOTAL RESIDENTIA ( 1 11 85 OCCUPANTS/3 EXI7 1 1 1 1 1 > EXIT D� " 1 ° 28 ® _ 1 CPET = 62'-9" 1 T PrA,0 DWELLING UNIT 1436 200 8 R-2 SIB II +I J u II C� u LL DWELLING UNIT 1127 200 6 R-2 �n11T�� L El I II r - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� SP �- F- -1 m I. ❑❑ LJ 1 ACCESSORY 1 157 300 ACCESSORY 79 300 1 1 J u v 1 1 R-2 _ 1 R-2 1 = 1 C� DWELLING UNIT 1 11 II - 1262 200 u II �-� u o _1� 1 7 R-2 7 o° Ir-- ----� DWELLING\U IT ; C 669 0 T 1 4 -2 1 `.� 1 -_M 1 I. 1 1 ° 1 °I 1 ii u � 1 L= T-8" !i 1 1 II - - - DWELLING UNIT 1 1 200 1 HORIZONTAL EXIT AT FIR ii L_J 1El -------� M I WALL PROVIDED FOR I i Q� II �j :ACCESSIBLE MEANS OF EGRESS ONLY PER CBC I` 1 - PET = 52'-9"1 Li(� 2.1 EXCEPTION 1 1 I r 1 ❑❑° 1 F - � 1 L� CUPANT LOAD = 85 1 =28/29 OCC. PER EXIT ii 1 DWELLING UNIT 1 953 200 LJ LE] 1 F� r 5 R-2 1 L -1 it - EXIT �E] II 9 b Nil DWELLING UNIT 1127 200 6 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 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. IT 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' ■■■■■■■■■■■ CPET=XX' IHEO FLOOR AREA # OF OCCUPANTS XXC5 LU EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS COMMON PATH OF EGRESS TRAVEL DISTANCE HORIZONTAL EXIT 1 EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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'I'IMI,,N'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i r 0 VJ CII-14 U Q z Q Q z Q U) w w U) w LO 06 No. Date Description H 10 W �D v J U W 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 SED ARC,y1T LL `��� N N * No. C29795 * C) RENEWAL DATE CN AUGUST 31, 2023 1 9jF of r O CA� License Stamp o BUILDING B THIRD FLOOR EXITING ANALYSIS BUILDING B - LEVEL 3 EXITING ANALYSIS SCALE:3/32"=V-01 1 COPYRIGHT C AO-43 DWELLING UNIT 1127 200 6 R-2 FIRE WALL DWELLING UNIT 1043 200 6 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" DWELLING UNIT 485 1 200 3 1 R-2 i i EGRESS OPENING WIDTH TOTAL OCCUPANTS 51 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 10.2" PROPOSED OPENING WIDTH MIN. 33.41, 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 P M II 1; r-- I I 1; I I I I I I I I I 1 --+------' ----------------- ----------+------ -- ----+-------- ---------------- ---------+----- I 1 I I I I _mot__ _______ a 1 162'-10 95/128" 1/3 OVERALL DIMENSION = 68' r---- ----� r----------i r--- ---I I I I I I I------ t-------- ----------------------------- t------------ t-------- -- ----- t-----� I i I I i I 1 i I r I I I I ❑ I I 11 �.� �NO I__ -I �3 ,5\,O o';A � _\ I o I 1==-]II I l- b I I; I I 0 o 0 r-- i--I --� I I r-- i--I --� ❑I I I I❑I I I ' � I ' ' I------+ --- -------------------------------+------------+---------- ----------------+------------+---- L---- -- I ---J PARKING 20444 200 103 R-2 52� I 11; I I I I I I Ll ---- ------ --------------- r-T--------i r ----- I I I I i I I I � I I I I I I I ; 1 I I I L_1_------J L - 1 1 I I I I ------------ 1 1 1 1 I I I I 1 1 I I I I I I 1 I 1 I � I I I I I --- ----------------- I I I I I ;------- J 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" TOTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT 1 I ' I 1 1 - - 1 I r---- I ----� r- --- I I r---------� L- --------- --------------------- 1 ----------- ----- ------------------------------------------- -- -- ❑ �O I III L }III I I I I -J I I L -- -----J CTRASH`1 VW'L� I 1 I II I II I I I F TRASH 30 I 1 LO_ I I I I I I I I II I I I 1 U✓ ' I 1 SP F- -1 11 LL J 1 o 1 ACCESSORY ACCESSORY 1 of �v 1LL_ 157 300 79 300 1 7 1 1 R-2 - 1 R-2 1 u 1 = 1 C� DWELLING UNIT 0 1 1262 200 7 R-2 DWELLING1N I.T 669 0 1 C I4 -2 1 1 1 ELL=I 1 OI I II 0LJ � 1 L= T-8" DWELLING UNIT 1 1 , 1 HORIZONTAL EXIT AT FIR ii LJ 1 �-------� rn I WALL PROVIDED FOR 1 i RD II �j I ACCESSIBLE MEANS OF I EGRESS ONLY PER CBC PET = 52'-9"1 1009.2.1 EXCEPTION 1- :_1 r----------II I I � LJ 1 II 1 fl 1 i H TOTAL RESIDENTIA OCCUPANT LOAD = 85 � 1 DWELLING UNIT II 85 OCCUPANTS/3 EXI =28/29 OCC. PER EXIT 1 1 J � � �_____�, D08LLING 2 OIT ■ II 1 5 R-2 o EXIT 1 �. 28 ® _ CPET = 62'-9" 1 i L �e� w 1 1x 1 Ir--- II 1 �yF+i 7_�l�Di Ev. g2 ACCESSORY I J E I 1 1 OG s OLq�''O 87 3R02 F ti F ti '5,9 9�0 lLL Fr_ u Js,�� II 1 I 1 1 v 'L6,� y,�,'Liz N00, II 1 1 == I Tr II I Oti-�Fti/, ii 1 rii _______� II [J II C� C (� 1 ° ° �; "O o "d"/, 1 DWELLING UNIT DWELLING UNIT I .i = i .,- 1262 200 7 R-2 1 II II L u I u 1 Ir T ' F� 7=- 1 L _J E � u R 1 `u II r� 1 ® 1 L� I � ; 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" I J DWELLING UNIT 1436 200 8 R-2 SIB DWELLING UNIT 1127 200 6 R-2 1 953 200 LJ ❑❑ 1 F � 1 L J it EXIT II 9 b Nil DWELLING UNIT 1127 200 6 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 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 IHEO HORIZONTAL EXIT XXC5 W FLOOR AREA # OF OCCUPANTS EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 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 [ VES'1'�VIL1�I'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O 0 z Q 0 VJ Q U Q z Q Q z Q W w w U) LO LO LO No. Date Description H m v J U W 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) SED ARC,S,,T LL N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF of O CA`\�o�� License Stamp o BUILDING B FOURTH FLOOR EXITING ANALYSIS BUILDING B - LEVEL 4 EXITING ANALYSIS SCALE:3/32"=1'-0} 1 COPYRIGHT n AO-44 Apo EGRESS OPENING WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.2 REQUIRED OPENING WIDTH 5.6" PROPOSED OPENING WIDTH MIN. PROPOSED DOOR WIDTH 36" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" STAIR WIDTH TOTAL OCCUPANTS 28 EGRESS WIDTH PER OCCUP 0.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" 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[AC PAI r1I II ATCr1 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 �EE�EE� ............11 L = XX' ■oo■■ommoo■ CPET=XX' FLOOR AREA # OF OCCUPANTS IHEO XXC5 W 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 SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. F.E.C. 75'-0" O.C., SEE DETAIL XX xx.xx STANDPIPE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA ® EXIT SIGN PER CBC SECTION 1013 �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 ED7 OAK [NVES'1'MEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 2 A TF i LO T_ L0 015 T_ 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 ARcy�TF 01 * NJDATE REAUG OF CAS\ License Stamp BUILDING B FIFTH FLOOR EXITING ANALYSIS N N O N 1 Ir- 00 C) BUILDING B - LEVEL 5 EXITING ANALYSIS I SCALE:3/32"=V-01 1 COPYRIGHT AO-45 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 maintenance, repair and upkeep ofexterior paint, parking striping, lighting' and irrigation fixtures;; walls and fencing, publicly accessible bathrooms,.andl bathroom fixtures, landscaping and related landscape improvements and tfie 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 agreement shall further provide that any party responsible" for complying with its terms shah not assign its ownership interest in the, property or any interest' in any lease, sublease, license or sublicer�S% unless the. Prospective assignee agrees in writtrtg d.A the all of the (FUt*, g*fi0# 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 auid/or expenses incurred by the City to cure a deficiency in maintenance or to enft,,ce use restrictions shall become a lien upon; the property in an amount equivalent -to the actual costad�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. EXHiBt~TT A _�_____ Corlditions'fbr Approval foc Siw E'tan`Review No. 2020-03' ---� . . Site Plan Review No. 2020-03, is approve tl sulijedt 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 conditi-on kisted 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 resiali in the revocation of the site plan review, 1. A propose site improvements must con orrn 0 t e Site Plan Review (DP No. 2018- 28) and the staff report exhibits incorporated h&ein1by reference. 2. Any amendment to this site plan review; including modifications to approved materfaf's�,, 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 A final detailed amenity plan must be re-vie-wed'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_ an approval by the Planning Division. 4. Prior to issuance' of building permits, the Applicant spa Submit a construction schedufdl and staging plan to the Planning Division for review and. approval. The plan shai( 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 peri meter wall and the trash enclosure so as to form a natural graffiti,ctetsi et t'. Prior to the issuance^of a d'dit Rcate of ocmagam �xVub1ic Art Plan must tie su rnf tetl 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 an IL onger than a year after completion of the project. The Applicant shall work with the City's Arts & Culture Office to identify local artist, and receive recommendations on establishing a process for seleegting and displaying ioca artwork. (7llfad�ie by f it�ni g Commisst" -011A 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 tho project prior to issuance of certificate of occupancy. Storage shall be available at no to the residents. 9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approvedAands.celpe plans. 10. All mechanical equipment shall be screened from view from public and courtyard areas. 11. The Applicant shall' be responsible for maintatrutYg `the premises free of graffiti. All graffiti shall be removed, within 24 hours of occurrence. 12. A residential property manager shall be one Site at all times that the project is occupied and the developer' and -on -site managernerif shall at all times maintain a 24-hour emergency contact and contact ►nformation o , file with the City;.. 13. Residents of 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; Agrrnent must be recorded against the property. The agreement will be sub1ect'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 reasonabf satisfactory to the City Attorney. The maintenance agreement shall contai covenants, conditions and restrictions relating to the following; (a) Compliance with) operational condition i �ppNcable during any period(s) construction or major repair (e.g., proper screening and securing of the III 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. INVhS'1'MHN'1'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF Z Q 2 H W T_ L0 06 LO 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 ARcy1T No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA_\ License Stamp CONDITIONS OF APPROVAL Z Q J 1� n V / ILL N O N 1 Ir- 00 0 COPYRIGHT AO-70 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verfication Initial Date Comments Mitigation Measure Action Required Monilodng 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 gradingPermits 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 In Prior to issuance of In 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 In Prior to issuance of In 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 In Monitor construction InCity 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: ■ 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 ■ Covering all stock piles with tarp ■ Reduction of vehicle speed on unpaved roads ■ Post signs on -site limiting traffic to 15 miles per hour or less City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-5 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification 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 ■ 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 ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ Include in project -specific ■ Prior to issuance of ■ 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 I 1 -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 ■ 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 ■ During project ■ 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 PM,o generation. The construction manager will be located at the on -site construction office during construction hours for ■ 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 ■ Review and approve project -specific construction documents ■ Prior to issuance of grading permits ■ During project construction In Project Applicant ■ Construction Contractor In City of Santa architectural' coating paint and primer products used would have a ratings 12 grams per eat r of es�a cations s a eh II b —included in the proposed project construction documents, which shall be reviewed and approved by the City of Santa Ana. ■ Monitor construction Ana Planning activities and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-7 Chapter 11 Mitigation Monitoring and Reporting Program Aesthetics MM4.1-1 Proposed new structures shall be designed to maximize the use of ■ Review building materials ■ Prior to issuance of ■ 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 MM4.1-2 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 MM4.1-3 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 uses and do not create spillover effects. The plan shall specifically incorporate and Building the following design features: Agency ■ 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. MM4.1-4 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, including the following: In Affected land use (criticality of direct sunlight for the use) 11-2 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification MfTigation Measure Action Required Monitoring Phase Agency/Party Initial Date Comments In Duration (hours per day in shadow) ■ 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) ■ 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 MM4.2-1 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 MM4.2-2 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 MM4.2-3 The construction contractor shall ensure that all active disturbed ■ Include in project -specific ■ Prior to issuance of ■ Construction surfaces should be watered three times per day throughout the construction contract specifications grading permits Contractor period. ■ Monitor construction ■ City of Santa activities Ana Planning and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-3 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 MM4.2-4 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 MM4.2-5 The construction contractor shall ensure that all haul roads are ■ Inclusion in project -specific ■ Prior to issuance of ■ Construction watered three (3) times per day. contract specifications grading permits Contractor In Review of project -specific In During site grading ■ City of Santa construction documents Ana Planning In Monitor construction and Building activities Agency MM4.2-6 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 MM4.2-7 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 (e.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 ■ Monitor construction and Building prior to issuance of a grading permit.Agency activities MM4.2-8 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 ■ Review of project -specific In During project Is 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 8413) EIR Appendix K Mitigation Monitoring Reporting Program CHAPTER 11 Mitigation 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 making 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 MMRP. 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 84B) EIR 114 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'IMEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF li• 0 Z Q 2 H T— O N Q U Q Z Q Q Z Q U) w w U) FICT — W LO T— L0 015 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 ARCyJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A�-� License Stamp CONDITIONS OF APPROVAL Z Q J 1r n ILL VM! N N O N 1 Ir- 00 0 COPYRIGHT AO-71 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verfication Initial Date Comments Mitigation Measure Action Required Monilodng 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 gradingPermits 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 In Prior to issuance of In 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 In Prior to issuance of In 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 In Monitor construction InCity 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: ■ 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 ■ Covering all stock piles with tarp ■ Reduction of vehicle speed on unpaved roads ■ Post signs on -site limiting traffic to 15 miles per hour or less City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-5 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification 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 ■ 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 ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ Include in project -specific ■ Prior to issuance of ■ 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 I 1 -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 ■ 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 ■ During project ■ 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 PM,o generation. The construction manager will be located at the on -site construction office during construction hours for ■ 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 ■ Review and approve project -specific construction documents ■ Prior to issuance of grading permits ■ During project construction In Project Applicant ■ Construction Contractor In City of Santa architectural' coating paint and primer products used would have a ratings 12 grams per eat r of es�a cations s a eh II b —included in the proposed project construction documents, which shall be reviewed and approved by the City of Santa Ana. ■ Monitor construction Ana Planning activities and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-7 Chapter 11 Mitigation Monitoring and Reporting Program Aesthetics MM4.1-1 Proposed new structures shall be designed to maximize the use of ■ Review building materials ■ Prior to issuance of ■ 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 MM4.1-2 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 MM4.1-3 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 uses and do not create spillover effects. The plan shall specifically incorporate and Building the following design features: Agency ■ 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. MM4.1-4 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, including the following: In Affected land use (criticality of direct sunlight for the use) 11-2 City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification MfTigation Measure Action Required Monitoring Phase Agency/Party Initial Date Comments In Duration (hours per day in shadow) ■ 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) ■ 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 MM4.2-1 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 MM4.2-2 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 MM4.2-3 The construction contractor shall ensure that all active disturbed ■ Include in project -specific ■ Prior to issuance of ■ Construction surfaces should be watered three times per day throughout the construction contract specifications grading permits Contractor period. ■ Monitor construction ■ City of Santa activities Ana Planning and Building Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-3 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 MM4.2-4 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 MM4.2-5 The construction contractor shall ensure that all haul roads are ■ Inclusion in project -specific ■ Prior to issuance of ■ Construction watered three (3) times per day. contract specifications grading permits Contractor In Review of project -specific In During site grading ■ City of Santa construction documents Ana Planning In Monitor construction and Building activities Agency MM4.2-6 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 MM4.2-7 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 (e.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 ■ Monitor construction and Building prior to issuance of a grading permit.Agency activities MM4.2-8 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 ■ Review of project -specific In During project Is 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 8413) EIR Appendix K Mitigation Monitoring Reporting Program CHAPTER 11 Mitigation 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 making 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 MMRP. 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 84B) EIR 114 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'IMEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF li• 0 Z Q 2 H T— O N Q U Q Z Q Q Z Q U) w w U) FICT — W LO T— L0 015 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 ARCyJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A�-� License Stamp CONDITIONS OF APPROVAL Z Q J 1r n ILL VM! N N O N 1 Ir- 00 0 COPYRIGHT AO-71 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Venrcation Initial Date Comments Mitigation Measure Acton Required 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 implementing 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). MM4.4-1(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. MM4.4-2(a) Prior to any earth -disturbing activities (e.g., excavation, trenching, ■ Retain professional ■ 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 m Prepare and submit ■ City of Santa indirectly 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 investigation shall be documented in a technical report or memorandum that 11-14 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 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 implementing 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 include any earth disturbance (disturbed or undisturbed soils) shall comply with MM4.4-3(b). MM4.4-2(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 implemented and funded by the project applicant and shall be conducted as m 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 is 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 84113) EIR 11-15 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 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. MM4.4-3 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 investigation 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 impacts 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 Responsible Compliance Venrcation Initial Date Comments Mtigation Measure Acton Required Monitoring Phase Agency/Party mainline breaks, and eliminating over -watering and flooding due to pipe and/or head breaks. M111114.2-29 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 m 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 m 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 m City of Santa project Ana Planning and Building Agency M111114.2-33 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 0 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 Responsible Compliance Verification Initial Date Comments Miitigation 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 o 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 8413) EIR Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Mitigation Measure Action Required Program Monfforing Phase Matrix Responsible Agency/Party Compliance Verification Initial Date 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 ■ 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 o 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 by professional and i� necessary appropriate Native American monitors identified by -the -applicable tribe-( the-Gabrielino Tengva 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 5097.98 of the State Public Resources Code and City of Santa Ana Transit Zoning Code (SD 84A and SD 84113) EIR 11-13 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Venrcation Initial Date Comments Mtigation Measure Acton 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 construction to the extent feasible. q P 9 9 contracts specifications P grading permits 9 9 P Applicant PP Contract specifications shall be included in the proposed project construction m 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 m 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 m 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 minimum 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 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 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 percen : ■ 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 Is Incorporate energy efficient appliances Is 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 P P 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 84B) EIR 11-9 Chapter 11 Mitigation Monitoring and Reporting Program Table 11 -1 Mitigation Monitoring and Reporting Program Matrix I 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 m 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/common 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 m 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 8413) 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 EI7 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF 0 Z Q 2 H LO T_ L0 015 T_ 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. c&D ARC, ,, �G R 0 * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp CONDITIONS OF APPROVAL Z Q J W 1 0. ILL N O N 1 Ir- 00 0 COPYRIGHT AO-72 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verficafion Initial Date Comments Aftaffon Measure Action Required Monifodng Phase Agency/Party MM4.8-6 Prior to issuance of building permits, building plans shall specify the ■ Incorporate into building ■ Prior to issuance of ■ City of Santa STC ratingof windows and doors for all residential land uses. Window and plans and final engineering A 9 9 building permit 9P Ana Planning 9 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. MM4.8-7 Each project applicant shall provide proper shielding for all new ■ Incorporate into building ■ Prior to issuance of ■ City of Santa HVAC 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. ■ Review individual building and Building plans for inclusion Agency MM4.8-8 The City shall provide a written statement to each applicant for ■ Provide written statement ■ Prior to purchase ■ 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 to 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 MM4.10-1 Prior to an issuance of a building permit, individual projects in the ■ Perform water supply, fire ■ Prior to issuance of ■ Project Transit Zoning Code (SD 84A and SD 84B) area shall perform a water supply, flow test and fire protection building permit Applicant fire flow test and fire protection system design analysis to ensure that system design analysis ■ 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 8413) EIR 11-23 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification Initial Date Comments MNgation Measure Action Required Monitoring Phase Agency/Party MM4.10-2 Any development that would exceed two stories in height shall ■ Submit site -specific ■ Prior to issuance of ■ Project submit site -specific security plans to the SAPID for review prior to issuance of a security plan for review building permit Applicant building permit. ■ City of Santa Ana Police Department MM4.10-3 No developer within the Transit Zoning Code (SD 84A and SD 84B) ■ Incorporate into conditions ■ Prior to approval of ■ 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. MM4.10-4 Individual project developers shall pay school impact fees prior to ■ Pay school impact fee ■ Prior to issuance of ■ City of Santa the issuance of occupancy permits. occupancy permit Ana Planning and Building Agency MM4.10-5 Prior to issuance of a building permit for a residential development ■ Pay the Park Acquisition ■ Prior to issuance of ■ 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 ■ City of Santa City of Santa Ana the Park Acquisition and Development Fee. Ana Planning and Building Agency Transportation MM4.11-1 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: ■ Curb extensions at local intersections ■ Short medians at entries to wide streets ■ Traffic circles at oversized intersections ■ Speed humps ■ 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 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments MNgafion Measure Action Required Monitoring Phase Agency/Party MM4.11-2 As part of the project, the City of Santa Ana and the project ■ Implement transit related ■ Ongoing during ■ 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: ■ Project ■ Adding bus stops to the Transit Zoning Code (SD 84A and SD 84B) area Applicants along existing roadways ■ Changing bus service headways to respond to increased demand ■ Changing bus service destinations to respond to changing demand ■ 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: ■ 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. ■ Days of Operation —The City should work with OCTA to consider changes to route times to serve nighttime and weekend project visitors and employees. ■ Headway —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. MM4.11-3 The City of Santa Ana Public Works Agency shall monitor the traffic ■ Monitor traffic signals once ■ Ongoing through ■ 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) MM4.11-4 The City of Santa Ana shall institute a program for systematic ■ Implement mitigation ■ Ongoing through ■ City of Santa mitigation of impacts as development proceeds within the Transit Zoning Code program project lifetime Ana Planning to ensure mitigation of the individual improvements. The program shall ■ 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 ■ City of Santa program shall include the following elements: Ana Public ■ A funding and improvement program should be established to identify Works Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-25 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party ■ Reduce the overall imperviousness associated with parking lots by using pervious materials in spillover parking areas ■ Direct rooftop runoff to pervious areas and avoid routing rooftop runoff to the roadway or the stormwater conveyance system ■ Biofilters including vegetated swales and strips ■ Extended/dry detention basins ■ Infiltration basin ■ Infiltration trenches or vaults ■ Catch basin inserts ■ Continuous flow deflection/separation systems ■ Storm drain inserts ■ Media filtration ■ Foundation planting ■ Catch basin screens ■ Normal flow storage/separation systems ■ Clarifiers ■ Filtration systems ■ Primary waste water treatment systems ■ Dry Wells ■ 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 ■ Submit project -specific ■ Prior to issuance of ■ 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 ■ 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 permits, 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 Responsible Compliance Verification Initial Date Comments Mfiigation Measure Action Required Monitoring 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 ■ Incorporate into individual ■ Prior to issuance of ■ 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 ■ 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 ■ Incorporate into individual ■ Prior to issuance of ■ 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 ■ 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 ■ Ongoing during construction period ■ 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 1 the following construction best management practices (BMPs) be implemented ■ Incorporate into contract grading permit Applicant by contractors to reduce construction noise levels: specifications and ■ Ongoing during ■ Construction ■ 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 ■ Review construction plans ■ 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 ■ Ensure that construction equipment is properly muffled according to Agency industry standards and be in good working condition ■ Place noise -generating construction equipment and locate construction staging areas away from sensitive uses, where feasible ■ Schedule high noise -producing activities between the hours of 8:00 A.M. and 5:00 P.M. to minimize disruption on sensitive uses ■ Implement noise attenuation measures, which may include, but are not City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-21 Chapter 11 Mitigation Monitoring and Reporting Program Table I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mtifgaffon Measure Action Required Monitoring Phase Agency/Party limited to, temporary noise barriers or noise blankets around stationary construction noise sources ■ Use electric air compressors and similar power tools rather than diesel equipment, where feasible ■ 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 ■ 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. MM4.8-3 Each project applicant shall require by contract specifications that ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ Review construction ■ 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 ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ Review construction ■ City of Santa project construction documents, which shall be reviewed by the City prior to documents Ana Planning issuance of a grading permit. ■ Monitor during construction and Buildin g activities Agency MM4.8-5 When residential uses would be located in areas with noise levels in ■ Incorporate into individual ■ 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 ■ Review individual project ■ 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 Hazards and Hazardous Materials MM4.5-1 When sites that are listed in the EDR Report initiate project ■ Prepare project —specific ■ Prior to issuance of ■ 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 ■ Implement grading permit ■ 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 ■ Prior to issuance of ■ 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, ■ 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 ■ 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-term 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 Responsible Compliance Verification Iniffal Date Comments MNgation Measure Action Required Monifodng Phase Agency/Party MM4.5-3 Prior to the demolition of structures that were constructed before ■ Investigate presence of ■ Prior to issuance of ■ 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 ■ City of Santa lead and/or asbestos must be conducted according to Cal/OSHA standards. ■ Comply with Cal/OSHA constructed before Ana Planning standards 1980 and Building ■ During demolition Agency activities MM4.5-4 For development of structures that exceed 200 feet in height above ■ File a Notice of Proposed ■ Prior to issuance of ■ 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 ■ FAA FAA's aeronautical evaluation of the project, projects must comply with Administration (FAA) ■ Airport Land conditions of approval imposed or recommended by the FAA. Subsequent to ■ Comply with conditions of Use the FAA findings, the project shall be reviewed by the ALUC for consistency approval Commission analysis. (ALUC) ■ City of Santa Ana Planning and Building Agency MM4.5-5 Prior to initiation of construction activities, any development within ■ Implement traffic control ■ Prior to issuance of ■ 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 ■ Provide signage indicating grading permit, ■ 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 rytraffc signal, signal carriers (i.e. 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 ■ Disclose temporary lane or ■ Prior to issuance of ■ 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 ■ 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 I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Iniffal Date Comments Mtifggafion Measure Action Required Monitoring Phase Agency/Party MM4.5-7 The Santa Ana Fire Department, in consultation with other applicable ■ Update applicable ■ Prior to issuance of ■ 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. MM4.5-8 Project applicants shall submit evacuation plans on a project by ■ Submit project -specific ■ Prior to issuance of ■ 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 ■ City of Santa Police and Fire Ana Police Departments Department ■ 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 ■ Prepare and submit ■ Prior to issuance of ■ 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 ■ 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: ■ Minimum required pavement widths for residential streets needed to comply with all zoning and applicable ordinances ■ 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 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'FINAENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF 0 Z Q 2 H LO T_ L0 015 T_ 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 ARCyJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp CONDITIONS OF APPROVAL Z Q J ILL M� N N O N 1 Ir- 00 0 COPYRIGHT AO-73 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 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 ■ Prepare and submit ■ 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 m 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 ■ Include in design plans ■ Prior to issuance of ■ Project residential units, and where feasible within non-residential developments, shall certificate of Applicant comply with the California Energy Conservation flow rate standards. occupancy ■ City of Santa Ana Planning and Building Agency MM4.13-11 Low -flush toilets shall be installed within all Congregate Care units ■ Include in design plans ■ Prior to issuance of ■ Project as specified in California State Health and Safety Code Section 17921.3. certificate of Applicant occupancy ■ City of Santa Ana Planning and Building Agency MM4.13-12 Project designers should consider design features to incorporate ■ Include in design plans ■ Prior to issuance of ■ Project light-colored roofing materials that will deflect heat away from the building and certificate of Applicant conserve energy. occupancy ■ City of Santa Ana Planning and Building Agency MM4.13-13 Landscape designers shall ensure that landscaping of common ■ Include in landscaping plan ■ 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 occupancy ■ 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 84B) EIR Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification InUial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.13-14 Landscape designers shall ensure that the landscape plan for ■ Include in landscaping plan ■ Prior to issuance of ■ Project Industrial/Commercial projects includes drought resistant trees, shrubs, and and design plans certificate of Applicant groundcover within the parking lot and perimeter. occupancy ■ City of Santa Ana Planning and Building Agency MM4.13-15 Individual project applicants shall ensure that designs for ■ Include in design plans ■ Prior to issuance of ■ Project Industrial/Commercial projects include all illumination elements to have certificate of Applicant controls to allow selective use as an energy conservation measure. occupancy ■ City of Santa Ana Planning and Building Agency MM4.13-16 The applicant for Industrial/Commercial projects should promote ■ Submit compliance ■ Prior to issuance of ■ 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 occupancy ■ City of Santa parking spaces for ride sharing vehicles, designating adequate passenger m 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. and P P Y MM4.13-17 Prior to issuance of any certificate of occupancy, the applicant ■ Submit compliance ■ Prior to issuance of ■ Project 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 ■ Prior to issuance of ■ City of Santa equivalently efficient lighting to the satisfaction of the Building Official. ■ Confirm installation of occupancy permit Ana Planning design features and and Building equipment Agency City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-33 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.13-18 Applicants for Multi-family/Industrial/Commercial projects shall ■ Inform tenants of ■ Prior to issuance of ■ City of 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 ■ Project operation Applicant MM4.13-19 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ 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 ■ Prior to issuance of ■ City of Santa and green waste and adequate recycling containers located in public/common review and approval occupancy permit Ana Planning areas pursuant to the adopted standards. Documentation of compliance with m 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- ■ Incorporate into individual ■ 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 conserving 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 ■ Incorporate into individual ■ Prior to issuance of ■ Project businesses to offset the increasing demand for energy and natural gas. project building plans occupancy permit Applicant ■ 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 MM4.12-1 Individual project applicants shall prepare site -specific sewer P l PP P P P ■ Prepare and submit site- P ■ Prior to issuance of ■ Project J 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 ■ City of Santa project area lines. The evaluation shall be submitted to the City of Santa Ana o 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. ■ Orange County Sanitation District MM4.12-2 Individual non-residential project applicants are encouraged to ■ Apply for specified program ■ Prior to issuance of ■ City of Santa apply for Southern Califomia 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. MM4.12-3 Individual development projects within the boundaries of the Transit ■ Implement energy ■ Prior to issuance of ■ 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 HVAC equipment) to reduce the demand for electricity and natural gas as part . 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 MM4.13-1 All diesel fueled construction equipment shall be classified EPA Tier ■ Include in project -specific ■ Prior to issuance of ■ Construction II or better emission efficiencies. contract specifications and grading permits Contractor construction documents ■ 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 Responsible Compliance Verification Initial T6ale Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.13-2 All construction equipment shall be shut off when not in use and ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency MM4.13-3 Queuing of trucks on and off site shall be limited to periods when ■ Include in project -specific ■ Prior to issuance of ■ Construction absolutely necessitated by grading or construction activities. contract specifications and grading permits Contractor construction documents ■ During project ■ City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency MM4.13-4 All on -road construction trucks and other vehicles greater than ■ Include in project -specific ■ Prior to issuance of ■ 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 ■ City of Santa ■ Monitor construction construction Ana Planning activities and Building Agency MM4.13-5 To the extent feasible, all diesel- and gasoline -powered ■ Include in project -specific ■ Prior to issuance of ■ Construction construction equipment shall be replaced with equivalent electric equipment. contract specifications and grading permits Contractor construction documents ■ City of Santa ■ Monitor construction Ana Planning activities and Building Agency MM4.13-6 Project plans and specifications shall include policies and ■ Include in project -specific ■ Prior to issuance of ■ Construction procedures for the reuse and recycling of construction and demolition waste P Y 9 contract specifications and P grading permits 9 9 Contractor (including, but not limited to, soil, vegetation, concrete, lumber, metal, and construction documents ■ 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 I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Inifial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.13-7 Project plans and specifications shall include education for ■ Include in project -specific ■ Prior to issuance of ■ Construction construction workers about reducing waste and using available recycling contract specifications and grading permits Contractor services. construction documents ■ City of Santa Ana Planning and Building Agency MM4.13-8 Prior to issuance of a building permit, the applicant shall ■ Submit compliance ■ Prior to issuance of ■ 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 California Code 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: ■ 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 September 11, 2008; Cool Roof City of Santa Ana Transit Zoning Code (SD 84A and SD 8413) EIR 11-31 Chapter 11 Mitigation Monitoring and Reporting Program Mitigation Measure Action Required Monitoring Phase Responsible Agency/Party Compliance Verification Initial Date Comments financial resources adequate to construct all identified mitigation measures in a timely basis. ■ All properties that redevelop within the Transit Zoning Code should in the ro ram on a fair share per new development trip basis. participate program P P P 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. ■ 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 100,000 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. ■ 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 I 1 -1 Mitigation Monitoring and Reporting Program Matrix Responsible Compliance Verification Initial Date Comments Mitigation Measure Action Required Monitoring Phase Agency/Party MM4.11-5 Main Street at First Street -Install a second northbound and ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 8413) EIR 11-27 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 MM4.11-11 Santiago Street a Fourth Street -Install a traffic signal. The lane ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ Implement roadway ■ Ongoing through ■ 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 ■ 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 1-5 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 ED OAK INVL�SF AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF 0 Z Q 2 H Ir- O N Q U Q Z Q Q Z Q W I- LLI I..LI w LO Ir- LO 06 LO T_ 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 ,A � tic No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF F���\� of CA�\ License Stamp CONDITIONS OF APPROVAL Z Q J Ir-n ILL V / N N O N 1 Ir- 00 0 COPYRIGHT AO-74 Chapter 11 Mitigation Monitoring and Reporting Program Responsible Compliance Verification Iniffal Date Comments Mitigation Measure Action Required Monitoring 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 occupancy 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 Materials. 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 84B) 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 ED OAK rNV1'S"1'ilAL:NTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF 0 N d') OMu W LO 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 ARCII J No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\ - License Stamp CONDITIONS OF APPROVAL J Q H m D co U w 2 U N N O N 1 Ir- 00 0 COPYRIGHT AO-75 4.2 Alluvium GEOTECHNICAL INVESTIGATION TABLE OF CONTENTS 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. 5. 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 https:Ugeotracker.waterboards.ca.gov/. The closest site with groundwater monitoring data is located approximately 1,000 feet to the southwest, near the intersection of Spurgeon and 1" 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 a 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 55 VZ feet below the existing ground surface. Considering the depth of proposed construction, lack of groundwater in our borings, and the historic high groundwater level in the area (in excess of 40 feet deep), static groundwater is neither expected to be encountered during construction nor to have a detrimental effect on the project. p g � P J It is not uncommon for groundwater levels to vary seasonally or for perched groundwater conditions to develop where none previously existed, especially in impermeable fine-grained soils which are subjected to irri ation or precipitation. In addition recent requirements for stormwater infiltration could result in g p p � q 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- June 7, 2022 6. GEOLOGIC HAZARDS 6.1 Surface Fault Rupture 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 Alquist-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, 1.989). 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, Mw 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 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 4"' 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 29, 2018 by excavating eight 8-inch diameter borings to depths between 10 and 40'/z 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 45%2 and 55%Z 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. If project details vary significantly from those described herein, Geocon should be contacted to determine the necessity for review and possible revision of this report. The subject site is located on two blocks on the north side of East 4`s 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 5t' Street to the north, by East 4t' 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 213). 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 1. PURPOSE AND SCOPE.................................................................................................................1 2. SITE AND PROJECT DESCRIPTION........................................................................................... I 3. GEOLOGIC SETTING....................................................................................................................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......................................................................... to 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.........................................................................................................25 7.14 Retaining Wall Drainage......................................................................................................26 7.15 Elevator Pit Design..............................................................................................................26 7.16 Elevator Piston.....................................................................................................................27 7.17 Temporary Excavations.......................................................................................................27 7.18 Slot Cutting ..........................................................................................................................28 7.19 Stormwater Infiltration.........................................................................................................31 7.20 Surface Drainage..................................................................................................................32 7.21 Plan Review.........................................................................................................................33 LIMITATIONS AND UNIFORMITY OF CONDITIONS LIST OF REFERENCES TABLE OF CONTENTS (Continued) MAPS, TABLES, AND ILLUSTRATIONS Figure 1, Vicinity Map Figure 2A, Site Plan Figure 213, 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 B 1, Direct Shear Test Results Figures B2 through B7, Consolidation Test Results Figure B8, Laboratory Test Results Figure B9, Corrosivity Test Results 0- ROCC), W E S T, I N, GEOTECHNICAL. ENVIRONMENTA'Li. II MATERIALS I I p I 1 l11 �i II � ,l p I� I I� u: dIII I 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 PREPARED FOR RED OAK INVESTMENTS, LLC IRVINE, CALIFORNIA PROJECT NO. A9799-88-01 J U N E 7, 2022 GEOCI'IO €`.1 %iC� 9 ■ E.1 18 V;M E' N T'A [ ■ M A,T E R I. A l S 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 O 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 4th 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) Addressee Jelisa Thomas Adams Gerald A. Kasman GE 3092 CEG 2251 2807 McGaw 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 0 A K INVES'I'NiEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 U Q Z Q Q Z Q w U) W O 06 LO No. Date Description CH G m 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 go r% v J procedures are not followed. ARCIIl LL G��SED CV No. C29795 * 0 RENEWAL DATE AUGUST 31, 2023 1 r 9jF of O C A�� License Stamp o 7 .m GEOTECHNICAL REPORT r L COPYRIGHT AO-80 7.1.6 Where miscellaneous subterranean improvements are planned Elevator Pits the structures P p ( ), 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. A9799-88-01 -12- June 7, 2022 6.8 Oil Fields & Methane Potential Based on a review of the California Geologic Energy Management Division (Ca1GEM, 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 voluntarynature of record reporting b the oil well drilling companies, wells may be p g Y g p Y 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 Ca1GEM. 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. CONCLUSIONS 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 buildingfootprint areas be excavated and properly compacted for tP P P Y p 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 limits 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 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 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 _10- 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 Magnitude Distance to Epicenter (Miles) Direction to Epicenter Near Redlands July 23, 1923 6.3 39 ENE Long Beach March 10, 1933 6.4 11 SW 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 1.08 ENE Rid ecrest July 5, 2019 7.1 140 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 1.613 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 Parameter Value 2019 CBC Reference Site Class D Section 1613.2.2 MCER Ground Motion Spectral Response 1.29g 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), SI Site Coefficient, FA I Table 1613.2.3(1) Site Coefficient, Fv 1.,,;4* 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) Acceleration — (1 sec), SMI 5% Damped Design Spectral Response Acceleration (short), SDs 0.86g Section 1613.2.4 (Eqn 16-38) 5% Damped Design Spectral Response Acceleration (1 sec), SDI 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 S 1 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 MCEG Peak Ground Acceleration, 0.543g Figure 22-9 PGA Site Coefficient, FPGA 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 - 6 - 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 ED7 OAK INVES'I'NiEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF r N M Q U Q Z Q Q Z Q U) W w U) w LO V_ L0 06 LO No. Date Description H m U) U Lu 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. SED ARC,S,,T ILL �0 �� N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of C A�_ License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c AO-81 7.7.3 The maximum expected static settlement for the five -story residential 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 %2 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'/a 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 finalized to 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 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 /\/\/ >,/A;R 11401 / INITIAL CONCRETE POUR _-_-4-_-_-�-_-PHASE 1 STRUCTURAL CONCRETE IN jTA/ L p jITj SLOT CUTS j/ 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 %Z 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 3/4 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 139). 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 I 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 an average 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 mass 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 - 16 - 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 139) 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 offsite 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 -14- 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 0 A K INVESTi1iEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Sig TF r N C) Q U Q Z Q Q Z Q U) LU LU U) F_ NT L li Ln Ln 06 T_ Nt m No. Date Description H 75 00 D U) 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, S�D ARcj,11 ILL N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 qTF OF 0 C�� A License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c, AO-82 7.15.3 If retainingwall drainage is to be provided, the drainage system should be designed in g p g Y � 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 employs method s the earth as a buttress and allows the earth excavation to p Y 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 - 28 - 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 bardscape 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 Design 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 for Public 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 3f/8 inches overlying 1 to 1'/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 4.0 3'/8 1 - 1 %2 7.0 Trash Truck & 7.0 3'/s 1 - 1 %z 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). 7.1.1.2 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 & 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@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK INVLS"I'NAEN'I'S 4199 CAMPUS DRIVE IRVI NE, CA 92612 PHONE NO. (714) 342-2502 TF r N Cn Q U Q Z Q Q Z �Q U) W W U) W Ln Ln 06 LO V_ No. Date Description H_C G 00 D U) IseO 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v, S�D ARcj,11 ILL N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 qTF OF 0 C�� A License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c AO-83 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, hl!p://mgps.conservation.ca.gov.calgem/index.htrnl#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, http://maps.conservation.ca. govlcgs/informationwarehouse/index.html?map=regulatorymaps. California Geological Survey, 2022b, Earthquake Zones of Required Investigation, https://mgps.conservation.ca.gov/cgs/EQZApp/aM/. 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, http://www.esri.com/hazards/index.html. Geocon West, Inc., 2018, Geotechnical Investigation, Proposed Mixed -Use Development, East 4" 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 117.88333 WI 117.86667°41 _ _ NAD2711785000-W°�.. -Park O Res Z --- KTesc�e,+ •- • . as 8M 27 s A 1 � AYE Y a s ;�- b q A N i�$ Cen el' -S1f• fl CT It, St 2 t M 1'0 ■ - �i a •1N 9,4ir. •i - 4 AN£ ( 13 c ar a to 1 � o Z M rn b \ II Q A O� �t:'T, 'inH 3111 'l.'r.) I ..7 �K Y j C_ a e►t � I 4sr 141 O , : ryry, ar� �.Sebr. lI Tire 134 it m w��I1 ( .1 I .;- - � tfM1 ''� fiiFw" r •!� a I r t 3 ,1Pt.a eJtll.i'.■ • .11. Ill,K3 �., f- b • ems, e'J: � !111��.1 m ' ?'• 11. NelaS�A� Pit A mr t I _ l 99 _ V - -- 1 _ - �..,.��.�ll' 'tl. _ ICE ka WILIC Q. I0 =_ - Watts 11 1 79 " At JL� •; tad Ny MR ■ ■�A 11 SSg \ b ttp {pyp y 1 enx jiM F • f lr..i` .arson �ii; . 31 t✓�t♦♦II Im -1110- .k:a 117.88333' W 117.8NAD27 117.85000* W'i I REFERENCE: U.S.G.S. TOPOGRAPHIC MAPS, 7.5 MINUTE SERIES, TUSTIN, CA QUADRANGLE GEOCON ,� 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 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 any variations or undesirable conditions are encountered during construction, or if the 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 findin s of this report may be invalidated wholly or partially b gg p Y Y p Y Y 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 construction 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 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 Pl 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) 10-20'Y2 4.55 B8 Silty Sand (SM) 5-10 1.22 P2 Gravelly Sand with Cobbles (SW) 40-45 13.68 P3 I Gravelly Sand (SW) 1 40-45 1 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 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 drywell contractor should not the presence of cobbles encountered at depth in borings P 1 through P4 and be prepared for difficult drilling conditions. The soils at these depths may be prone to caving. 7.19.7 Subsequent to the placement of the infiltration system, it is acceptable to backfill the resulting 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 p g p p J 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 p p p 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. June 7, 2022 I 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 Input: Height of Slots (H) 5.0 feet Design Equations b = W(tan a) Unit Weight of Soils (y) 120.0 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 Surcharge Pressure: Line Load (qL) 0.0 pit Distance Away from Edge of Exavation ()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 feet' IbsAineal foot of Slot Wi Resisting Force Failure Wedge per lineal foot of Slot Width Resisting Force Side Resistance Force Ibs Allowable Width of Slots* (d) feet 45 5.0 13 1500.0 1060.7 1648.6 3750.0 8.0 46 4.8 12 1448,5 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 1214.7 944.0 1388.8 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 1089.8 881.7 1282.1 2724.5 8.0 55 3.5 9 1050.3 860.4 1249.5 2625.8 8.0 56 3.4 8 1011 S 838.8 1218.3 2529.4 8.0 57 3.2 8 974.1 817.0 1188.4 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 6 667.8 610.1 971.5 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 5 546.0 513.0 901.6 1364.9 8.0 * Width of Slots to achieve a minimum of 1.25 Factor of Safety, w ith a Maximum Allow able Slot Width of 84eet Critical Slot Width 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. The remaining earth buttresses ("B" and "C" slots) should also be 3 feet in width. The wall, 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, 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 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 Unit Weight of Soils (y) 125.0 pef Friction Angle of Soils (4)) 29.0 degrees Cohesion of Soils (c) 150.0 psf Factor of Safety (FS) 1.25 Factor of Safety Resistance Force/Driving Force Surcharge Pressure: Traffic {q)Surcharge 360.0 psf Distance Awayfrom Edge of Excevation (� 0.0 feet Design Equations b = W(tan a) A = 0.5*H*b W = 0.5*H*b*y (per lineal foot of slot width) F, = d*W (sin a) R, =d*[W (c0sa)*(tan 4)1 Rz = 2*[(0.5*H*b)*c] FS = Resistance ForceiDriving Force FS = (+ )l(F ) Angle (a) degrees Wdth of Area of Weight of Driving Force ailure Wedge Failure Wedge Failure Wedge Wedge +Surcharge (b) (A) (W) per lineal foot feet feet' Ibs/lineal foot of Slot Wdith Resisting Force Failure Wedge 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 3.5 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 7 866.1 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 2.4 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 1,8 5 568.7 1047A 962.8 136C9 3.9 * Width of Slots to achieve a rrmimum of 1.25 Factor of Safety, w ith a Maxirrum Allow able Slot Width of 8-feet. Critical Slot Width w ith Factor of Safety equal or exceeding 125: dallow= 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 0 A K 1NVES'F1%,iEN'l'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. Date Description 1= 10 W V ) Si U Lu 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 ir ^ with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. SED ARC,r,,l LL �0 �� N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of C Ai License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c AO-84 LEGEND OB8 Approximate Location of Boring (2018) Approximate Location of Percolation Test (2022) P4 Approximate Location of Property Line Fifth Street 0 50' 100, GEOCON', W E•, S T. I iv ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA I 1 1 I 1 1 1 I I p 1 1 1 SITE PLAN MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTAANA, CALIFORNIA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 2A Lt1 LJ1 ro- Root UnA Una rHi- -f-}i- -F-}i- Unit Cor, Und r j'� _ i� �Ffoor 77 Unit Unit � 17 E Unit co, Ural94S1 d I [ _i2o9f Und Unit ID TTj T_ •••iiWi�L...W�. [E E Unit Car, UnA Unit r Unit � � � � �TUnitundUnd Und LLl UnA Ca UnAi rid Unit i Unit 1Tt Und '�r Und Und Car7_;, UnA Und Und - IJ �iIJmUnd ,r PodEquro. UnA O Unn - U'nA C �. - ILL�..,e�,, - - Un1 n t St- �,�-O,, mo* UnA Ni� Unit - UM Und Ca Unit ©� - SECTION A -A' J _ Roof colUnit k Floor: Z" •s9 Cd Vnr Cgr! Unit ++yr Floot6' sd� _fir Io6Q Unit Cor U. !� , Floor !�� Unit -U - - — Unit Car: Unit �,..� w--Paling GarageIII I .19of Cl) 1 _ Unit Parking Garage: �. .. •.�_� t� (n Und Car` Unit - L (/� II Unit Parking Garage €= — .. — :` Parking Garage Trash / Pxi ECuip. ;a " t,-�� z Unil "�` _ UILr Parking Garage UOp J. �.ILL ILL Parka Ga- e =�9x s aILL 'C . SSW, _ Parka q7 Unit ail( SECTION B-B' SECTION C-C' GE O C OIN CROSS SECTIONS w E s T, > N C. MIXED -USE DEVELOPMENT ENVIRONMENTAL GEOTECHNICAL MATERIALS EAST 4TH STREET & MORTIMER STREET 2807 MCGAW AVENUE - IRVINE, CA 92614 SANTA ANA, CALIFORNIA 0 50' 100, PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA JUNE 2022 PROJECT NO. A9799-88-01 FIG. 26 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 INVLS"1'INAEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i r C) N d� Q 0 Z C� Z Q U) F_ LU LULU I..L'� VJ F_ LLi V J 06 W Wh No. Date Description H W 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 gr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARCIIl ILL G��SED CV CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 qTF OF C A\- License Stamp CD GEOTECHNICAL REPORT COPYRIGHT n AO-85 APPENDIX 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 40'/2 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 45% and 55%Z 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 23/s-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 Time Stop Time (min) to Water (in) to Water (in) (in) 6"? (y/n) 1 12:32 12:57 25 492.0 537.0 45.0 y 2 12:59 13:24 25 492.0 535.8 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 2:40 10 492.0 528.3 36.3 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 AH(60r) f c At (r + 2Hf ,,tj) Infiltration Rate, It = 13.68 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 Time 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 AH(60r) _ �r At(r + 2H,1 'q) Infiltration Rate, It = 3.25 inches/hour Figure 10 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 I Date: 5/30/2018 Test Hole No: 137 Tested By: PZ Depth of Test Hole, DT: 1 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) 1 6"? (y/n) 1 10:32 10:57 25 120.0 198.0 78.0 y 2 11:01 11:26 25 120.0 195.6 75.64 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 11:52 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) �f = D.t(r + 2Havg) Infiltration Rate, It = 4.55 inches/hour FIGURE 7 PERCOLATION TEST DATA SHEET Project: 4th & Mortimer Project No: A9799-88-01 I Date: 5/30/2018 Test Hole No: 138 Tested By: PZ Depth of Test Hole, DT: 1 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. Start Time 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) �f = A.t(r + 2H,,,,y) Infiltration Rate, It = 1.22 inches/hour FIGURE 8 GROUND SURFACE Z�r 1�� WATERPROOF WALL RETAINING WALL Q.. 3/4" CRUSHED 14 ROCK d. 9 14i A ° � FILTER FABRIC ENVELOPE d MIRAFI 140N OR EQUIVALENT dJ 2/3 H 4" DIA. PERFORATED ABS OR ADS PIPE - EXTEND TO DRAINAGE SYSTEM 4 A ._dQ /i\ FOUNDATION ,4q _da ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 I DRAFTED BY: PZ I CHECKED BY: JTA I 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 d, a d 18 PROPERLY COMPACTED BACKFILL RETAINING DRAINAGE PANEL (J-DRAIN 1000 WALL OR EQUIVALENT) WATER PROOFING BY ARCHITECT 314" CRUSHED ROCK (1 CU. FT./FT.) FILTER FABRIC ENVELOPE ` MIRAFI 140N OR EQUIVALENT 4" DIA. SCHEDULE 40 PERFORATED PVC PIPE EXTENDED TO APPROVED OUTLET 7.. FOU14�NDATt4lION a a GEOCON W ES T, 1 N 4, �C�. OF) ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 I DRAFTED BY: PZ I CHECKED BY: JTA I 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 �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 INVI'S'I'ML:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q z z Q W I- LL I LLI Cl) LL I LO r LO 06 LO 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 NJDATE REAUG� OFC A�_ License Stamp GEOTECHNICAL REPORT N N O N 1 Ir- 00 0 COPYRIGHT AO-86 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 IX BORING 5 z �^ W o DEPTH IN SAMPLE O Q SOIL O Z LL � ZLL Ix F W FEET NO p Z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 D O o a U) J =O (USCS) Z W Wo m 2 O 0 O EQUIPMENT HOLLOW STEM AUGER BY: PZ o v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, dark brown, fine- to medium -grained. 2 ALLUVIUM I Silty Sand, medium dense, slightly moist, brown, fine-grained, trace 4 "� medium -grained. B5@5' _-1 i" I" 20 112.9 1 l.l 6. 8i-_I- B5@7' I I 19 109? 2.6 10 _1I I I - decrease in silt content, loose B5@10' 1 14 105.7 3.5 �NI increase in silt content I 12 B5@12' I - medium dense 19 110.4 9.0 14 B5@15' 11I i� "I 28 109.6 6.7 16 18 .li 20 I I - -- NIL ----Y------------------------ Sand Silt firm slightly moist, brown fine-grained. I 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) 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 } IX W BORING 6 z w z W c DEPTH IN SAMPLE O Q SOIL H Z LL ZLL ~ w FEET NQ p Z cl ass ELEV. (MSL.) DATE COMPLETED 05/29/2018 U) W (q O o a O Z - � (USCS) Wo m W O EQUIPMENT HOLLOW STEM AUGER BY: PZ o MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained. 2 ALLUVIUM I Silty Sand, loose, slightly moist, brown, fine-grained. 4 -1-t SM B6@5' 11 i I 15 84.9 6.3 6 1� I 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' ML 21 100.6 9.1 12 Silty Sand, mediumdense, slightly moist, brown, fine- to medium -grained. B6@12 �- i -� 30 1.1.2.5 5.3 14 B6@15' - IF I 32 106.7 5.0 16 1� SM. 18 20 i increase in silt content --I1 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) 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 W BORING 3 Z z W DEPTH SAMPLE } O Q SOIL H Z W Z LL W o' � F IN NO p Z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 � D o a U) W FEET =O (USCS) LU Z W O 0 O zi IX O EQUIPMENT HOLLOW STEM AUGER BY: PZ (L m o v MATERIAL DESCRIPTION 30 B3030' 1 107.0 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 inche;o I.. 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 ONLYAT 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 4 z DEPTH SAMPLE } O d SOIL pW: ~ Z LL ZLL Wo ~ IN NO. p Z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 o a w cFFT 01 (USCS) W rn O 11.1 O Z 20 O EQUIPMENT HOLLOW STEM AUGER BY: PZ m Wo o 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' 27 120.6 2.3 6 - light brown B4@7' - fine-grained, loose, no gravel I ' 98.0 5.8 8 10 B4@10 16 98.2 6.2 SP-SM 12 B4@12' - medium dense 21 118.8 1.9 14 B4@15' 23 115.9 6? 16 18 --- ----------------------------- Sandy Silt, firm, slightly moist, brown, fine-grained. --- --- 20 NIL 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 LCGS.GPJ Log of Boring 4, Page 1 of 1 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 ONLYAT 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 W BORING 2 z W„ DEPTH SAMP:,F } 00 Q SOIL 0VLL H Z W in Z LLIX Wo ~ z IN J O pZ CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 F- U) o a W FEET � =O (USCS) LU Z W O v O O EQUIPMENT HOLLOW STEM AUGER BY: PZ CL m o v MATERIAL DESCRIPTION n ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some coarse -grained, some fine gravel, trace brick fragments. 2 B2@5' 1- - I- ALLUVIUM 20 106.8 7.4 6 J 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. 10 B2 10' @ --- ---------------Y -- ---- ----- Sand with Silt, slightly medium dense, sh tl moist, ligr t brown, fine fine-grained. --- 20 - - - 93.4 --- 1.8 12 B2@12' - loose I' 99.0 8.7 14 SP-SM _ medium dense B2n,15' 3 2 109.3 1.9 16 --1--- --- --------------------------------- Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained. --- - -- --- 20 - .. SM 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 LCGS.GPJ Log of Boring 2, Page 1 of 1 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL ... STANDARD PENETRATION TEST .... DRIVE SAMPLE (UNDISTURBED) 12 ... 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 W BORING 3 z W z Dth`Ir } �' O Q SOIL O� I- Z W ZLL W o' F IN _F " p cl ass ELEV. (MSL.) DATE COMPLETED 05/29/2018 H � o a w Z FEET i 01 (USCS) W (A O O O EQUIPMENT HOLLOW STEM AUGER BY: PZ m IL20 o MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some fine gravel. ALLUVIUM I Silty Sand, loose, slightly moist, brown, fine-grained, some medium -grained. B3@5' I 15 83.3 8.0 6 1" i- SM - increase in silt content B3@7' 13 107.8 9.1 8 _ I" - - - - - - - - - - - - - 10 Sand, loose, slightly moist, light brown, fine- to coarse -grained, some fine B3@10' gravel. 1-1 121.3 1.7 SIVV 12 B3@12' " - 1� - I- - - - ---------- y-- -- ,----- - - - - -- Silty Sand, loose, slightly moist brown fine-grained. - - - 10 -- 99.6 - - - 1.5 14 I �FF - 1 i - I 1 B3@15' i SM 13 97.9 ti.6 16 - I - decrease in silt content, fine- to medium -grained 18 r- - - - - - - - Sandy Silt, soft, slightly moist, brown, fine to medium -grained. --- - - - - 20 B3@20' II 102.2 21.7 22 24 NIL firm B3@25' to 106.1 19.S 26 Figure A3, A9799-88-01 BORING LCGS.GPJ Log of Boring 3, Page 1 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 } W BORING 1 z W:_ o DEPTH SAMPLE O Q SOIL O ~ZLL ZLL W IX ~ IN NO p Z CLASS ELEV. (MSL.) DATE COMPLETED 05/29/2018 � Ln � o a w FEET J =O (USCS) WWm 20 O EQUIPMENT HOLLOW STEM AUGER BY: PZ LU 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. B1@7' - some coarse -grained, brown, no gravel 20 116.0 2.3 8 10 B 1 @10' - light brown, fine- to medium -grained 29 102.8 1.8 12 B1@12' SP-SM - fine- to coarse -grained, some fine gravel 1 i 103.5 2.3 14 B1@15' 114.5 3.4 16 18 = - 20 ' =- :.... Clay, soft, slightly moist, brown. 22 24 B1 25' CL III 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) 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 } W BORING 1 z W: o DE tr. SAMPLE O O Q SOIL O H Z LL '� Z LL W F IN riq p cLAss ELEV. (MSL.) DATE COMPLETED 05I29/2018 � U) � o a w FEET J =O (USCS) W W m ` 20 O EQUIPMENT HOLLOW STEM AUGER BY: PZ o o v 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) 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 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 INVI'S"I'NAL:N I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 C) N Q U Q z Q Q z Q U) LIJ U) w r Lw(x� W LO No. Date Description H :E W r� 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 n 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 1 ^ v J procedures are not followed. 0. ARCy1T ILL G��SED CN N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9jF OF CD CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT AO-87 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 PROJECT NO. A9799-88-01 BORING P3 z w — DEPTH SAMPLE }LU Q' '� SOIL O Z LL Q Z LL of H Z IN FEET No. = z class ELEV. (MSL.) -- DATE COMPLETED 03/30/2022 F- o a w F- =O (USCS) ZWO wLL m �v MO p EQUIPMENT HOLLOW STEM AUGER BY: JS o v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, loose to medium dense, slightly moist, light brown, fine- to 2 medium -grained. ALLUVIUM Silty Sand, loose, slightly moist, light brown, fine- to medium -grained. 4 SM P3@5' =1 I 6 6 _1-t -I 8 : { I- - - - - - - - - - - - - - - - - --- Sand, loose, dry to slightly moist, light brown, fine-grained - some gravel (to 3') 10 p3@10' 10 12 :..-: 1 I" Silty Sand, medium dense, slightly moist, yellowish brown, fine-grained, 14 I_ i -I some medium -grained. P3@15' 13 16 -{ F 18 { I 1 20 P3 0' Sandy Silt, firm, moist, olive brown, fine- to medium -grained. 10 22 24 P3@25' 13 26 28 30 P3@30' 15 32 34 Figure A11, A9799-88-01 BORING LOGS MARCH2O22.GPJ Log of Boring P3, Page 1 of 2 SAMPLE SYMBOLS SAMPLING UNSUCCESSFUL .., STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE 0 ... 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 BORING P3 z DEPTH SAMPLE O Q SOIL O Z LL Z LL We F IN NO p z class ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 F- D o a L W FEET J =O (USCS) Z W O v O p EQUIPMENT HOLLOW STEM AUGER BY: JS wLL m o U MATERIAL DESCRIPTION P3@35' ML - stiff 29 36 38 40 @IJ HO - — Gravelly Sand, well -graded, dense, slightly moist, brown, fine- to - coarse -grained, gravel. 42 = 44 - Total depth of boring: 45.5 feet 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 approximaI, boundary between earth types; the transitions may be gradual. Figure A11, A9799-88-01 BORING LOGS MARCH2O22.GPJ Log of Boring P3, 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 W BORING P2 z w — DEPTH } ¢ SOIL O Z LL Z LL H IN SAMPLE J p z cLAss ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 Q a E- En � p a Z u7 w FEET =O (USCS) WWm O J p EQUIPMENT HOLLOW STEM AUGER BY, JS LL a 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' SP-SM - increase in silt 6 8 -- Sand, well -graded, loose, slightly moist, brown, trace fine gravel. --- 10 P2@10' �f SW 12 14 --- - - - - - - Sand and Silt, soft, moist, yellowish brown, fine-grained P2@15' 16 - 18 SP-SM 20 P2@20' 22 -- - - - - - - - - Silty Clay with Sand, soft, moist, yellowish brown, fine-grained. - - - - - - - - - 24 P2@25' 26 CL 28 30 P2@30' 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) 12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE t .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLYAT 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 z DEPTH SAMPLE } O Q SOIL pw: Z LL Z LL wo F IN NO, p z class ELEV. (MSL.) -- DATE COMPLETED 03/30/2022 F- Ln� o a L w FEETO (USCS) Z W O v O ccEQUIPMENT p HOLLOW STEM AUGER BY: JS wLL m o v MATERIAL DESCRIPTION P2@35' Sandy Silt with Clay, firm, moist, yellowish brown, fine- to medium -grained. 12 36 - 38 NIL 40 P2@40' 1 19 - — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Gravelly Sand with Cobbles, well -graded, dense, moist, brown, fine- to - - - --- ---- 42 - _ coarse -grained, gravel. _ — SW 44 AIZI 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) 12 ... DISTURBED OR BAG SAMPLE Q ... CHUNK SAMPLE 1 .,. WATER TABLE OR SEEPAGE NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLYAT 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 of W BORING P1 zw: DEPTH SAMPLE O ¢ SOIL LD H Z LL Z LL w = 0~ IN NO O z class ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 o a Cn W FEET J =O (USCS) zW-, �v MO p EQUIPMENT HOLLOW STEM AUGER BY: JS wLL m o U MATERIAL DESCRIPTION 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 13 12 --�- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sand, well -graded, medium dense, slightly moist, brown, some fine gravel (to - - - - - - -- 14 ) P1@15' 15 16 SW 18 P 1 0' :-: Sandy Silty Clay, soft, moist, yellowish brown, fine-grained. 8 22 24 CL P 1 @25' 4 26 28 --- ------------ Silty Clay, soft, moist to wet, yellowish brown ( All 30 P1@30' 10 32 34 Figure A9, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P1, Page 1 of 2 SAMPLE SYMBOLS ❑ SAMPLING UNSUCCESSFUL .., STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE 0 .., 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 } W BORING P1 z w„ DEPTH SAMPLE O Q SOIL pV� I— Z LL co LL wo F IN NO, p z class ELEV. (MSL.) -- DATE COMPLETED 03/30/2022 D o a D w Z FEET(USCS) w p O p EQUIPMENT HOLLOW STEM AUGER BY: JS D_ m o 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 P1@40' 12 - _ __-cobblesandrocks __________-� 42 - _ Gravelly Sand with Cobbles, well -graded, medium dense, moist, brown, - = gravel and cobble fragments (to 2'). 44 P1@45' - = 46 46 - = SW 48 _ = 50 P1@50' = - cobble fragments (to Y) 50 (5") 52 54 - - increase in medium- to coarse -grained Total 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 approximatc boundary between earth types; the transitions may be gradual. Figure A9, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P1, 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 } W BORING 7 zw: DEPTH IN SAMPLE 00 ¢ SOIL O Z LL Q� Z LL 0 H Z FEET NO. = Z class ELEV. (MSL.) DATE COMPLETED 05/29/2018 U p a w J =O (USCS) W W m M O p EQUIPMENT HOLLOW STEM AUGER BY: PZ LL o v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to coarse -grained, fine to coarse gravel. 2 ALLUVIUM 4 I { I Silty Sand, medium dense, slightly moist, brown, fine- to medium -grained, some fine gravel. 6 137@5' _ { I 1- 48 89.2 5.9 =1 6 .1-1 I 1 I - decrease in silt content, trace coarse -grained 10 137@10' { I I_ I 24 101.5 1.8 SM 12 1-� I _{ F 11 1, 1 { I - increase in silt content, fine-grained 137@15' { - I 32 111.0 6.3 16 18 { "I ?0 1 I ry 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 ❑ SAMPLING UNSUCCESSFUL .., STANDARD PENETRATION TEST .,. DRIVE SAMPLE (UNDISTURBED) 12 ... DISTURBED OR BAG SAMPLE 0 ... 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 } BORING 8 z w; O We DEPTH IN SAMPLE O Q SOIL Z LL Q to _ CO LL F Z No. = z class ELEV. (MSL.) DATE COMPLETED 05/29/2018 F- U) � o - a U w J o (uses) WWm 2 O p EQUIPMENT HOLLOW STEM AUGER BY: PZ a.o v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist, brown, fine- to coarse -grained, fine gravel. 2 1 I - { I ALLUVIUM Silty Sand, loose, slightly moist, brown, fine-grained. B8@3' { �" I" 16 1.12.0 8.5 4 SM 6 _ - medium dense, fine- to medium -grained B8@6' 1 I 13 116.0 3.5 8 1�I 138@9' _ 1 1 -I - increase in silt content 14 104.3 11.2 10 Total depth of boring: 10 feet. Fill to 1.5 feet. No groundwater encountered. Backfilled 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 ❑ 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 ED+_0 A K I VI S'1'1�i1'TS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 C) N Q U Q z Q Q z Q UJ vJ w LO LLO W LO W No. Date Description H :E W r� �/ / Ile 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 /� v J procedures are not followed. 0. SED ARC1,11T LL �0 N No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of � CA`\���� License Stamp o GEOTECHNICAL REPORT COPYRIGHT WATER ADDED AT 2 KSF 0 B3@7' 2 4 o M 0 B6@7, U }' 2 W 4 Q� B2@1 ' 0 2 4 6 .1 .2 .3 .4 .5 .6 .7 .6.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) CE0 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. B3 WATER ADDED AT 2 KSF 0 B3@1 ' 2 4 C 0 4-0 co _0 0 I 1135@1 ' O N O 2 U 4 -4-0 ^L W 0 B3@1 ' 2 4 .1 .2 .3 .4 .5 .6 .7 .6.9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) 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. A9799-8$-01 FIG. B4 7.0 SAMPLE SOIL TYPE DRY DENSITY INITIAL MOISTURE (%) FINAL MOISTURE (%) 131 @ 0-5' SM 115.5 9.1 15-8 138 @ 3' SM 112.6 15.5 18.6 B3 @ 5' SM 107.6 13.1 18.6 LL 5.0 U) y Z-0 4.0 0) U) 3.0 L_ ^o W U) 2.0 B8 Cdl 3' 1.0 0 i B3 @ 5, B8 @ 3` B3@5' B1 @a-5' 3' oA'B3@5! 131 @ 0-5': PHI = 29 DEGREES; C = 390 PSF 138 @ 3': PHI = 29 DEGREES; C = 490 PSF B3 @ 6: PHI = 33 DEGREES; C = 150 PSF 1.0 2.0 3.0 4.0 5.0 6.0 Normal Pressure (KSF) • Direct Shear, Saturated 0E 0 00, ' E s .r. 1 N" . ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA DIRECT SHEAR TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECTNO. A9799-88-01 FIG. B1 WATER ADDED AT 2 KSF 0 2 4 C 0 cc _ 0 B3@5' O U) C 2 U4 ^L 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) -. L 0 Q107 �1 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. B2 APPENDIX 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 B 1 through B9. The in -place dry density and moisture content of the samples tested are presented on the boring logs, Appendix A. Geocon Project No. A9799-88-01 June 7, 2022 PROJECT NO. A9799-88-01 W BORING P4 Z DEPTH --,AMPLE O O d SOIL OW: H Z LL Z L Wo F IN 0 z CLASS ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 F_ co � o a D) W cE=T � (USCS) WWm v O � EQUIPMENT HOLLOW STEM AUGER BY: JS a `" v MATERIAL DESCRIPTION 0 ARTIFICIAL FILL Silty Sand, medium dense, slightly moist to moist, brown, fine- to 2 medium -gained. 1- - I- ALLUVIUM 4 I Silty Sand, loose, slightly moist, brown, fine- to mediumgrained. P4@5' -1I -� I 6 F SM 8 10 P4@10' -1- --�- -1'- I - fine- to medium -grained interbed 6 12 1 :1- -- - - - --- Sand, well -graded, dense, slightly moist, brown, fine- to coarse -grained, trace 14 fine gravel. P4@15' 16 18 SW 20 P4@20' -fine to medium gravel 22 24 P4 5' 9e.°:°:°. - - - - - - - - - GravellySand well -graded, dense slightly moist, brown, fine to coarse ----- 37 - - - -__ 26 ,c,° gravel, some cobbles. SW 28o 30 P4(a,30' 35 32 •°•;�� 34 ee.vY.° Figure Al2, A9799-88-01 BORING LOGS MARCH 2O22.GPJ Log of Boring P4, Page 1 of 2 SAMPLE SYMBOLS ❑ • SAMPLING UNSUCCESSFUL [I ... STANDARD PENETRATION TEST ..,. DRIVE SAMPLE (UNDISTURBED) 12 ... DISTURBED OR BAG SAMPLE 10 ... 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 IX BORING P4 Z o DEPTH SAMPLE } O d SOIL oW: H Z LL zUL W F IN NO p z cl ass ELEV. (MSL.) - - DATE COMPLETED 03/30/2022 � Lo o a w FEET O (USCS) WWm �- O EQUIPMENT HOLLOW STEM AUGER BY: JS MATERIAL DESCRIPTION P4@3 , 5 .. -- c�mter---------------------- J 7-- - 36 Sandy Silt, soft, moist, yellowish brown, fine- to medium -grained. 38 MI P4 0' Silty Sand with Clay,medium dense moist, yellowish brown, fine- to 19 medium- arced. 42 - SM 44 P4 5' d - - - - - - - - - - - - - - ---y---------------- Sand with Gravel, poorlygraded, v dense, moist, light brown, fine- to - - - 50 (61 - - - - - - 46 O- medium -grained, fine to coarse gravel. -° O 48 a 50 �- SP P4@50' - no recovery 31 _o 52 - d 54 O - Total depth of boring: 55.5 feet Fill to 3 feet. No groundwater encountered. Bacldilled to 40 feet. Percolation testing performed. Bacldilled with soil cuttings and tamped *Penetration resistance for 140-pound hammer fidling 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 [I .., STANDARD PENETRATION TEST ..,. DRIVE SAMPLE (UNDISTURBED) ® ... DISTURBED OR BAG SAMPLE 10 ... 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 I] O A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 C) N d') Q U Q Z Q Q Z Q U) F_ LL: NLLJ L.I. v! W r LO 06 LO No. Date Description H M� W V J 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 n 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 j ^ v J procedures are not followed. 0. ARCy,T LL G��SED N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9jF OF CD CA�� License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c) AO-89 SUMMARY OF LABORATORY POTENTIAL OF HYDROGEN (pH) AND RESISTIVITY TEST RESULTS CALIFORNIA TEST NO. 643 Sample No. pH Resistivity (ohm centimeters) B1 @ 0-5' 8.7 1556 (Corrosive) SUMMARY OF LABORATORY CHLORIDE CONTENT' TEST RESULTS EPA NO. 325.3 Sample No. Chloride Ion Content (%) B1 @ 0-5' 0.018 SUMMARY OF LABORATORY WATER SOLUBLE SULFATE TEST RESULTS CALIFORNIA TEST NO. 417 Sample No. Water Soluble Sulfate (% SO4) Sulfate Exposure* B1 @ 0-5' 0.001 SO * Reference: 2019 California Building Code, Section 1904.3 and ACI 318-19 Chapter 19 GEOCON W ME; S T . I N' ENVIRONMENTAL GEOTECHNICAL MATERIALS 2807 MCGAW AVENUE - IRVINE, CA 92614 PHONE (949) 491-6570 DRAFTED BY: PZ CHECKED BY: JTA CORROSIVITY TEST RESULTS MIXED -USE DEVELOPMENT EAST 4TH STREET & MORTIMER STREET SANTA ANA, CALIFORNIA JUNE 2022 PROJECTNO. A9799-88-01 FIG. B9 WATER ADDED AT 2 KSF 0 P3@4 ' 2 4 0 6 cU 0 P2@4 ' 0 2 O 0 4 4-111 U6 N 0 P3@4 ' 2 4 6 -4- _F .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOCOI W E S T,, I; N C4 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. 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 B1 @ 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 GEOCON 1 410 W :E S T;, 1 N C.,, 41 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 PROJECT' NO. A9799-88-01 FIG. B8 WATER ADDED AT 2 KSF 0 B6@1 2 4 0 cc -0 0 133@1 ' 0 2 O U 4 C U N 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) _'N << k EO 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 0 6 a_A co _ 0 B3@3 ' 0 U) C 2 U 4 Ms U 6 0 P4@4 ' 2 4 6 .1 .2 .3 .4 .5 .6 .7 .6 .9 1.0 2 3 4 5 6 7 8 9 10 Consolidation Pressure (KSF) GEOCO Z W .E S T;; L ,Ni 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 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 I] Q A K INVE-'STMEN rS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 N TF r N Q U Q z Q Q z Q U) F_ W W U) W T_ LO 06 LO T_ Nt W Wh No. Date Description H :E W V J 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 n 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 j ^ v J procedures are not followed. 0. AROy,T LL G��SED N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9jF Of- CD CA��F License Stamp o GEOTECHNICAL REPORT COPYRIGHT (c) AO-90 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. MTable 2. On -Site Noise Measurement Conditions and Results Am 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 45' east of Mortimer Street centerline 63.0 dBA LEQ 65.2 dBA LEQ 2.2 dB None Applied 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 run 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 164 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. Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 4 Eilar Associates, Inc. Acoustical and Environmental 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 (LEQ) 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 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 (IIC) 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 # S220404 • July 18, 2022 3.0 Environmental Setting 3.1 Existing Noise Environment 3.1.1 Roadway Noise Sources Page 2 Eilar Associates, Inc. Acoustical and Environmental Consulting Services 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 (ADT) 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 T Vehicle Mix (%) Roadway Name Speed Limit Current ADT Future ADT (mph) Medium Heavy (2017) (2050) Trucks 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 Plan. 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 terms 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 10 p.m. to 7 a.m. have an added 10 dB weighting. This 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 < z. �K Eflar A,., S r r Prepared for: LARO LLC Attention: Andrew Nelson 4199 Campus Drive, Suite 200 Irvine, California 92612 Phone: 949-733-2000 Prepared by: Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 Phone: 760-738-5570 info@eilarassociates.com Job # S220404 July 18, 2022 Table of Contents Page 1.0 Executive Summary 1 2.0 Introduction 1 2.1 Project Description 2.2 Project Location 2.3 Applicable Noise Regulations 3.0 Environmental Setting 3 3.1 Existing Noise Environment 3.2 Future Noise Environment 4.0 Methodology and Equipment 5 4.1 Methodology 4.2 Measurement Equipment 5.0 Impacts and Mitigation 8 5.1 Exterior 5.2 Interior 6.0 Conclusion 16 7.0 Certification 17 8.0 References 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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF T_ O r11- Q U Q Z Q Q Z Q U) I- w I..LI U) w L0 06 LO No. Date Description H G vJ 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 ' ^ v J procedures are not followed. 0. ARCy,T LL G��SED N No. C29795 * 0 RENEWAL DATE AUGUST 31, 2023 of � CA\-�F��� License Stamp o EXTERIOR ACOUSTICAL ANALYSIS REPORT COPYRIGHT AO-91 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 -Bated 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: Impmved Wood -Framed One -Hour -Rated Wall at Corridor (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 (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 test was performed by the National Research Council of Canada (test number T1-93- 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 Pary 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 row of 2-inch by 4-inch 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 Consulting 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 Par y 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 parry wall [15/AD-22]), the STC rating of the assembly would exceed STC 65. Three -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 4-inch 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 INSUL, 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 assembly 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 DWellinLr 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 Room Type Maximum Exterior Facade Impact (CNEL) STC Rating for Glazing Interior Noise Level (CNEL) Windows/ Doors Open Windows/ 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 FTR 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 limits 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 Snaces 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 1- 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. 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 gJazing, 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) OUl 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 noise 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 Receiver Location Noise Limit Exterior Noise (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 least 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 F11 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 -- -- B F18 South 72 71 70 69 68 -- -- 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 (TNM) 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 parry 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 (TL), STC, and IIC for use in sound insulation calculations, such as the design of common party 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 (NISI) 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: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF Z Q 2 H r O N Cn Q U Q Z Q Q Z Q LU w LO T_ LO 06 LO No. Date Description H 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, SEp ARCM ILL CV No. C29795 C ) RENEWAL DATE AUGUST 31, 2023 qTF OF � CA\-�F��� License Stamp o EXTERIOR ACOUSTICAL ANALYSIS REPORT COPYRIGHT 7 AO-92 greet d e e I.1 C r' C o 11 ! . c, IEast t 5t Street - - Went e rs i ✓i < '9 East 4 East filth Stree.. a .. 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Wea Bl=.i Strert a vrrl Plecez °' rn Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Vicinity Map Figure 1 Escondido, California 92025 Job # S220404 760-738-5570 Orange County Assessor's Parcel Numbers: 398-325-01 398-330-01 398-330-02 398-330-03 398-330-04 398-330-05 398-330-06 398-330-07 398-330-08 398-330-09 398-330-10 Q) W 4TH ST UL 3Ra ST Eilar Associates, Inc. 210 South juniper Strut, SLdtC I00 Escondido, California 920253 760-738-5570 5TH ST 39832501 4TH ST F_ C� U.) F— Ir w 0 5TH ST Ln G a � a a M rn en en O Q a o a o tY7 "') cry en r+ C.,en 4TH ST Assessor's Parcel Map job # S220404 W W Z a_ V) 3RD ST 5TH ST >_ 5TH S 0 i Ix Project Location I W F- -- 0 — 4TH ST °- 4TH S11 Figure 2 • t � r � v, 1.j _ � .�PL 411- J A Project Location �" • �� r7 '1'• ar-- A - t �, 1 Fit - 6 •. t I w+ i .T • 1 L Y It µ 1, } e Y It LF �r wt• i 1i It Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 R Satellite Aerial Photograph Job # S220404 i id Figure 3 I� ■'I Eilar Associates, Inc. Acoustical and Environmental Consulting 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. DataKustik, 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. �koustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 1'' J. Eilar Assoc*at sF, iin,c.`� r cousticul a uu)III -ntal CO�Jdt(t11�tS V� 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 ( PP ) 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 should be 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 -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 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 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 laboratorySTC test of this assembly was conducted b Riverbank Acoustical Laboratories (Catalog section Y Y ( g 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 (17/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 1: Improved Concrete Slab Floor/Ceiling Assembly avith 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 min 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 underlayment 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 min 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 wthoutDropped Ceikng • 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 Hour Floor/CeikngAssembly (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 renlacine cametinLr with hard surface floorhw) will still meet California Building Code impact noise rating 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-RO, I0112.19-113-11-RO, I0112.24-113-11-RO, and I0112.21-113-11- R0, 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 I] Q A K NVL- STMENI'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 Q U Q Z Q Q Z Q W 1— w w w N_ LO 06 LO T_ No. Date Description H MG W v / 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. 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I . � - I � ­ � . li -. �'_=�' -_ " - , -, I - . � 'e=1 - , ­:�. - � I - "� '.. . - �-_- 11 - __ I _�_' — . - , . ;qr�!� _� '�' -��' - �_ __ =�_'1110��' 1_'�!!---,_ �4 , � �__ _­__�_ .� - " _. . : "... � �'_� ' - I-,--- - - " .. -L , , I I � - I � d _ — � I __ —1— - I I "E� 1� "'I" ___t��4;�"��__4­ _ 4�4:4�'�� � , I 1 7 , Eilar Associates, Inc. 21 0 South juniper Street, Suite I 00 Site Plan Showing Outdoor Use Receiver and Barrier Locations Figure 7 Escondido, California 92025 job # S220404 760-738-5570 Fr4d q 11111. 0 _N MA Im hi�M_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 . . ., R E D+O A K I -IN Vl.'�SFIMEN' PS 1 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 I--- 2 0 d.001"' < I--- q1;1_ Ir- C:) r*__ IN O-) < 0 <� z < I-_ z V) I.-: LLJ LLJ I-___ U) = I-___ ,'I- LLJ U-) 06 LO W W_ .Idp 6; No. Date Description �__ 10 M - D — U) �e 0 LU — = — 0 z < — It is the clients responsibility prior to or during construction to notify the architect in writing 0- 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 ishould reasonably be aware. Written instructions addressing such perceive( I be received from the architect prior to the client or clients subcontractors . d �_ the work. The client will be responsible for any defects in , tl procedures are not followed. V J [)� A R ILL 'lll/ V I CN (N * No. C2979b W C) RLIILYYML UMIL C"ll 1) I Ir- C) I License Stamp 00 EXTERIOR ACOUSTICAL ANALYSIS REPORT AO�94 I COPYRIGHT (C) 5TH STREET Garage Entry 10' 10" CLEARANCE MAIL DELIVERY LOCATION & USPS RESERVED PARKING APPROVAL SIGNATURE PRINTED NAME DATE W W V) U Z W W � gannondesign , 360 South Glassell I Suite A I Orange, Ca 92866 P.714 538 5591 F.844 273 6294 H W W W g H H Q eC C LU 0. ow 0 � gannondesign LX, 360 South G o sell I Suite A I Orange, Ca 92866 P.714 538 559, F.844 273 6294 N 4TH STREET a tll to lvd oil Sled = E'uh ,t I_ w a a 3 e N E 5th,8h Seh no � � x Ell ic I 5t E 40% St E 4th St @ alh SU E -Wt St III . •^-:M SI F Jd 5t-i f led St E Ftrs! St E Fus! 31 6 +ff I i E attt St fbd51 rN A ERFII-S4 F-Fats, St Its C _ o Owner needs to notify USPS when mailboxes have been 99 Units + Leasing Rev.A 03/28/22 4TH & MORTIMER 415 E 4th Street installed and the date on which Expected Occupancy: Q1 2025 pe plan recd05 12 P P y per planrecd05„2,22 mail delivery is to begin. BUILDING A Santa Ana, CA 92701 STH STREET N X MAIL DELIVERY LOCATION MAIL DELIVERY LOCATION & USPS RESERVED PARKING APPROVAL SIGNATURE PRINTED NAME DATE V y N 3 jLr . 2 hd €Sit1taAal'Blvd — - E eta,AnnBlvd, E'Vh51 6411"s, i H J SB E 51h,W — r Srh SI e ° 2 i e 5t E dth St' E tth St 40, St E AWS1 6 II cSa l,. =r.'aaSi I E Fael St z a• F 3rd 5t r led St IF lid t N = E . I `- E Fus! 31 8 EF �k&t F Far,t St F Fi-1 a B C3 - 8 Owner needs to notify USPS when mailboxes have been 70 Units Rev.A 05/16/22 4TH & MORTIMER 515E 4th Street installed and the date on which Expected Occupancy: Q1 2025 per03/18/22 plan mail delivery is to begin. BUILDING B Santa Ana, CA 92701 MAIL DELIVERY 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 ED7 OAK I N V E S' I'NUN' I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF 0 r11— U Z Q Z V J LLI LL I U) Ui L0 W LO Wh No. Date Description H 75 W 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 P v J procedures are not followed. () SED ARCy,T LL N No. C29795 RENEWAL DATE AUGUST 31, 2023 of � CA`\���� License Stamp o ADDRESSING PLANS & USPS APPROVAL COPYRIGHT AO-95 FA PROTECTED BIKE LANE PROTECTED BIKE LANE NTH STREET ® •1 i ® '1 u 1' 1' t STl R ♦n NMI ,1• 1 APARTMENT UNIT NUMBERING FLOOR F_ UNIT ADDRESS SEQUENCE 516 LEGEND 701 - 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 Location of Residential Unit Entry Location of Non -Residential Unit Entry Location of Retail Unit Entry 418 Residential Unit Number 100 Amenity Unit Number 0 Retail Unit Number Mail Room Elevator Location 1 I i I I Property VICINITY MAP Location o ES �. /\y N Ivd E Santa Ana Blvd E Santa Ana Blvd E 6th s N 3. ^ t St E 5th St E Sth St o 0 `? 3 - Q — E 4th St E 4th St E 4th St E 4th St E 4th St N L V 4 V d St E 3rd St E 3rd St E 3rd St E 3rd St 7 � C b o W N E First St E First St E3 E First St F F,r�t St F Fn o 13 AMENITY UNITS 100 Leasing NOTE: Amenity Units receiving --- Amenity (Floor 1) mail require unit address number --- Amenity (Floor 3) (e.g. Leasing Office) --- Pool (Floor 3) RETAIL UNITS 10 (Retail) 20 (Retail) 30 (Restaurant) RESIDENTIAL UNITS 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 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 INVES'I'MEN'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O z Q V_ 0 Q U Q z Q Q z Q 67 F_ LU LU U) F_ `711- LJ L0 06 W Wh No. Date Description H U w 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 SEp ARCyIX ILL CAI CV No. C29795 RENEWAL DATE AUGUST 31, 2023 1 qTF OF � CA\�F��� License Stamp CD ADDRESSING PLANS & USPS APPROVAL io LK0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 Address Plan drawings based on KTGY 50% DD Submittal drawings dated 03/18/22 Pe°" 06'27/2 2 4TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ALL FLOORS ADDRESS PLAN I COPYRIGHT n AO-96 Wr --J 3'-7" J I I I I PROTECTED BIKE LANE i PROTECTED BIKE LANE ADDRESSING APPROVAL SIGNATURE lug CI1►1111IMITAII DATE 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 0 N d� Q U Q Z Q Q Z Q U) LU ry U) F— `711- L0 06 Nt W Wh No. Date Description H m 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. SEp ARCy11 ILL CAI CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 qTF OF � CA\�F��� License Stamp CD ADDRESSING PLANS & USPS APPROVAL io LK0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 0 6 Residential Units 0 2 Amenity Units M 3 Retail Units "eVA 06"7/22 4TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ADDRESS PLAN COPYRIGHT AO-97 r PROTECTED BIKE LANE PROTECTED BIKE LANE ADDRESSING APPROVAL SIGNATURE IsIN ION r1.11mu» DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 N d') Iu LO 06 LO 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 ARCII J vG R 0 ����A No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp ADDRESSING PLANS & USPS APPROVAL N N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A 0 Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 8 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ADDRESS PLAN COPYRIGHT AO-98 l � PROTECTED BIKE LANE PROTECTED BIKE LANE ADDRESSING APPROVAL SIGNATURE (JCI1►1111M IT&II DATE 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 INVES'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 NA i L0 06 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� No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAL\ License Stamp ADDRESSING PLANS & USPS APPROVAL Z Q J n co 1r n 0. U_ io LK0 gannondesiSn 360 South Glassell Suite A 0 Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 17 Residential Units 2 Amenity Units "eVA 06"7/22 14TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 o ADDRESS PLAN COPYRIGHT AO-99 PROTECTED BIKE LANE PROTECTED BIKE LANE ADDRESSING APPROVAL SIGNATURE IsIN ION r1.11mu» DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 N d') Iu LO 06 LO 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 ARCII J �G R �0 ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA�� License Stamp ADDRESSING PLANS & USPS APPROVAL N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A 0 Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 18 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 00 PROTECTED BIKE LANE PROTECTED BIKE LANE ADDRESSING APPROVAL SIGNATURE IsIN ION r1.11mu» DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 N d') Iu LO 06 LO 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 ARCII J �G R �0 ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA�� License Stamp ADDRESSING PLANS & USPS APPROVAL N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A 0 Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 20 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 01 PROTECTED BIKE LANE i PROTECTED BIKE LANE 1 LiUt 1 -- I 1 � 1 _ I .. N .. I A t 1 1 1 1 1 .•1 » IL I 1 1 I 1 � I r 11 : I • 1 ! E 616 P L I{ 1 I 1 1 1 1 1 - 1 ------- 1 --; 615 t 614 ,, 613 612 zi �, 611 ��� 1 — / 1 I 617 V1 L 607 I J coRa _ - 608 1 �II'T c1�,nse �1 acTx r •. I .. .. Owl r� _ - .T• rt - �. 619 L' 620 --- ILL=v.. .. n 1 1._n 1T ,f 314" ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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 I1\VI'S'F,%1ENTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 O N d') U Q Z Q Q Z Q U) W W U) W V J 06 LO Wh No. Date Description H MG W U LLI 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 SED ARC1,11T ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 9jF OF O CA�\F License Stamp o ADDRESSING PLANS & USPS APPROVAL gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 0 16 Residential Units 0 0 Amenity Units Hev.A 06a7a2 4TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN I COPYRIGHT n A0l,,,,,,,= 102 I 1 I 1 PROTECTED BIKE LANE i PROTECTED BIKE LANE 1 1 � .. Il r rit t t ■! A —.- - 1 ; r ;It • t r � 1 r 1 I r r I{.t t . .• t 1 1 , 1 I 1 1 1 I I 1 � 1 Ilt t 1 1 � 1 I 11 r —� 0'1 r, 705 1Ask a�ofTi I1 _ N } r� -•-t--I t___ r--------° --t• .. ` - Fr ' --- ---- r I 714 r 713 712 711 �- ; -s�► I r 1 1 i 717 _ U 707 J 706 �. =----_ 718 �I 1 /Fh- I i),IA, i I" • C I 1 - ---: - 708 95Asr I I 1 1 I 1 � ; S�Au,U owTLL i I F 9NfT FAIR AA IiLLL _ I 1 e 1 RE REFER ,- +, •', L J -< At .rt5 L_ J OCr- _ ;` __ r '� 710 709 R .w,T 720 ��._..., 1 I I 1 1 ADDRESSING APPROVAL SIGNATURE 1JNION 11111 I:VulI DATE 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 I1\VI'S'FMENJ'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T- O N d') Q U Q Z Q Q Z Q U) W W U) I— W LO LO No. Date Description H :E 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 do with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARCM, ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 qTF OF � CA\-�F��� License Stamp o ADDRESSING PLANS & USPS APPROVAL (001-41110NI Wju gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 0 14 Residential Units 0 0 Amenity Units Hev.A 06a7a2 4TH & MORTIMER APARTMENTS 415 E. 4th St Santa Ana, CA 92701 ADDRESS PLAN COPYRIGHT AO-103 APARTMENT UNIT NUMBERING LEGEND FLOOR UNIT ADDRESS SEQUENCE 501 - 5th Level Unit Number 401 - 4th 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 VICINITY MAP id E Santa Ana Blvd E Santa Ana Blvd T In St E 5th St D o - st E 4th St E 4th St E 4th St 7 N 0 LL V1 St E 3rd St E 3rd St E 3rd St z N Z !N m � = a s E First St E First St 0 03 E 6th T N E 51h S! E First St 13 N Property Location 3 Z E 4th St E 4th St E 3rd St r d E 2nd St E First St E First St rn 13 RESIDENTIAL UNITS _ Floor 5 14 Floor 4 14 Floor 3 14 Floor 2 14 Floor 1 14 70 TOTAL UNITS I I 0 M �v to M M --,111 �— 1 I-._----_-__-- 1 I I I I I I STM 61 1 1 t I I I I I I ,1 1 Ike I 1 I- I -- -- I I------- I-_ I r _ I I 1 Q 1i 1 I I I t ■ 109 1105061 1FE_WmmLv1,= 512 4061 412 - s j 306 � 312 2061 212 � ' 112 " 111111110 106 ram■ e l -. 513 ( I� ■ 413 =;s 313 l�l„ 213 f — INN 508� �514�'�"� 408 I 11 414 !■s: 1 308 a 3141 „Ili�l 214 Q M E208 �108 114 N — 4TH STREET ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE - 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 [N V ES"1'MEN'1'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 N rn U Q Z Q Q z Q U) I— W W U) W u7 06 LO Wh No. Date Description H m 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 F with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SEp ARCy JT ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 qTF OF CD CA�� License Stamp o ADDRESSING PLANS & USPS APPROVAL gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 Address Plan drawings based on KTGY 50% DID Submittal drawings dated 03/18/22 PevA 06a7a2 4TH & MORTIMER APARTMENTS 515 E. 4th S t Santa Ana, CA 92701 " F9 FLOORS ADDRESS PLAN I COPYRIGHT n AO-1 04 STOOP - STOOP i I i i I i i i I i i ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF 0 N d') Iu Q Z Q Q Z Q U) W W ry U) W LO 06 LO 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 ARCII J �G R �0 ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C m-� License Stamp ADDRESSING PLANS & USPS APPROVAL N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 14 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 515 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 05 STOOP - STOOP n '-0" ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF 0 N d') Iu Q Z Q Q Z Q U) W W U) W LO 06 LO 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 ARCII J No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C m-� License Stamp ADDRESSING PLANS & USPS APPROVAL N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 14 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 515 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 06 STOOP - STOOP " ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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]QAK INVES'I'MEN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF 0 N d') Iu Q Z Q Q Z Q U) W W U) W LO 06 LO 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 ARCII J No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C m-� License Stamp ADDRESSING PLANS & USPS APPROVAL N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 14 Residential Units Rev.A 06/27/22 4TH & MORTIMER 0 Amenity Units APARTMENTS 515 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 07 ------------i---M11111-------------am---- -- --------------------- f STOOP STOOP -6.. I"I ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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 IN\'I'S'F,%1ENTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 0 N d') Iu Q Z Q Q Z Q U) W W ry U) IZI- -17 LO 06 LO 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 ARCII J �A No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp ADDRESSING PLANS & USPS APPROVAL N N O N 1 Ir- 00 0 gannondesign 360 South Glassell Suite A Orange, Ca 92866 0 P: 714 538 5591 F: 714 538 0760 14 Residential Units 0 Amenity Units Hev.A 06a7a2 14TH & MORTIMER APARTMENTS 515 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 08 I 1 1 e+ANE1 1 1-t I I STOOP STOOP 1 1 I 1 I 1 I 1 1 2'-6" I '-0" ADDRESSING APPROVAL SIGNATURE PRINTED NAME DATE 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 IN\'I'S'F,%1ENTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF r O N d') Q U Q z Q Q z Q U) W W U) W LO 06 LO No. Date Description H 10 00 co 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARCy1T ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 qTF OF r � CA�� License Stamp o ADDRESSING PLANS & USPS APPROVAL gannondesign 360 South Glassell Suite A Orange, Ca 92866 P: 714 538 5591 F: 714 538 0760 M 14 Residential Units 0 0 Amenity Units Hev.A 06a7a2 4TH & MORTIMER APARTMENTS 515 E. 4th St Santa Ana,, CA 92701 ADDRESS PLAN COPYRIGHT AO-1 09 FIFTH STREET • E w w LF 10'-6 17/256" I I 0.l I I I I I I 0 0 0 I 10'-04" � O SET . o 0 0 I ►� I I� I 16 L-01 WI mow/ ------------- L.L I 15'-0' I � I I I 1 ❑ 10 rn I I �// I ❑ I I I I I _ --------- -----------a------------- ---- ------- ------------ ------- I 1.. ZI _II I i oo � �® UJ 2 Y ) II El i i ■ N71 / zy 7'-11 227/256" �y 0I -� IIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII uLUJuuuuu II I 2'-9 73/128" \ti I 33'-10 91/128" 6 El ❑ 16 22 0 n 0 N ` LO N F7- - - - - - - - I I - - I I I I _ `- --_------I ® I N I I I I I I N I I � I I I I I I I I I I I I I I ---------------------------------- PARKING TABLES PARKING REQUIRED PARKING PROVIDED CALGREEN REQUIRED CALGREEN PROVIDED Residential Residential Mandatory Measures Building Ratio Units Spaces Required Type Standard Accessible Provided EV charging for new construction Required Provided EV charging 401x10% 41.0 82 (41 Installed + 41 Future) A -Res. 2 99 198 A -Res. 195 4 199 Ca Calgreen 4.106.4.2 New Multifamily Dwellings A -Guest 0.15 99 15 A -Guest 14 1 15 EV charging (Accessible) 1 in 25 2 0 4 (2 Installed + 2 Future) B-Res. 2 70 140 B-Res. 175 4 179 Calgreen 4.106.4.2.1 B-Guest 0.15 70 11 B-Guest 10 1 11 EV charging space dimensions (Refer to building Plans) Total Res. Parking Required 364 Total 394 10 404 Calgreen 4.106.4.2.2 - Minimum 9X18 space, with 8' minimum aisle at accessible EV charging stall Non -Residential Non -Residential Mandatory Measures Non -Res. 1 1/400 SF 14,479 37 Non -Res. EV charging for new construction Required Provided Total Non -Res. Parking Required 37 Total 35 2 37 EV charging Table (26-50) 4.0 4 Total Parking Required 401 Total Parking Provided 441 Calgreen 5.106.5.3.3 EV charging (Accessible) Table1-4 ( ) 1.0 1 Accessible Stalls Req'd Std Van Provided CBC 116-228.3.2.1 Bldg, A Assigned Parking CBC 1109A.4 - 2%x199 4.0 3 1 4 EV charging space dimensions (Refer to building Plans) Bldg. A Guest Parking CBC 1109A.5 - 5%x15 1.0 0 1 1 Calgreen 4.106.4.2.2 - Minimum 9X18 space, with 8' minimum aisle at accessible EV charging stall Bldg, B Assigned Parking CBC 1109A,4 - 2%x176 4.0 3 1 4 Clean Air Vehicles Required Provided Bldg. B Guest Parking CBC 1109A.5 - 5%x11 1.0 0 1 1 Clean Air Vehicles Table (26-50) 6.0 6 Non -Res. CBC 11B-208,2 - per table (26-50) 2.0 1 1 2 Calgreen 5.106.5.2 BICYCLE PARKING REQUIRED BICYCLE PARKING PROVIDED Residential Mandatory Measures Bicycle Parking Required Provided Bicycle Parking - Short Term 4 Min. 4.0 4 Santa Ana Municipal Code Sec. 41-1307.1 Non -Residential Mandatory Measures Bicycle Parking Required Provided Bicycle Parking - Short Term 37x5% (4 min.) 4.0 4 Santa Ana Municipal Code Sec. 41-1307.1 Bicycle Parking - Long Term 13x5% 1.0 1 Calgreen 5.106.4.1.2 KEYNOTES 1� PAVING SEE CIVIL DRAWINGS 10 TRASH PICKUP 19 OR LOCKINTTALL GNG GATE - NO MECHANISM TO BEING CONCRETE SIDEWALK - SEE CIVIL AND LANDSCAPE DRAWINGS 11 FIRE BACKFLOW PREVENTER INSTALLED �3 PLANTING AREA - SEE LANDSCAPE DRAWINGS 12 EXISTING FIRE HYDRANT 20 BUILDING ADDRESS SIGNAGE, REFER TO ELEVATIONS 4❑ DASHED LINE INDICATES LEVEL 3 ABOVE 13 (RB COMMERCIAL NOT) & TIC METER 21 SECURITY FENCE 55 TRANSFORMER - SEE DRY UTILITY DRAWINGS 14 GREASE INTERCEPTOR 22 DASHED LINE INDICATES BUILDING OR EAVE OVERHANG ABOVE 6� LOADING ZONE 15 DOG PARK 23 STREET CAR TRACKS F7 FIRE DEPARTMENT CONNECTION 16 VIEW TRIANGLE 24 DETENTION BASIN RESIDENTIAL DOMESTIC METER ❑8 RETAIL, RESIDENTIAL AND HOUSE GAS METERS 17 (CURB ADJACENT) & BACKFLOWS ❑9 SHORT-TERM BICYCLE PARKING 18 6' TALL SECURITY GATE SYMBOLS SITE PLAN SCALE: 1 "=20'-O" 1 LEGEND SITE PLAN NOTES ACCESSIBLE EXIT 1. THIS ARCHITECTURAL SITE PLAN IS PROVIDED FOR OVERALL SITE REFERENCE AND LOCATION OF ITEMS INCLUDED IN THIS SET OF PLANS. IT IS NOT INTENDED TO BE USED FOR THE CONSTRUCTION OF ANY SITE IMPROVEMENTS. SEE PLANS BY CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR ALL SITE IMPROVEMENTS. ACCESSIBLE PARKING STALL 2. THIS SITE PLAN IS FOR BUILDING DEPARTMENT USE ONLY. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SEE PLANS BUILDING ENTRANCE PREPARED BY CIVIL ENGINEER FOR EXACT BUILDING LOCATIONS, CURBS, STREETS, DRIVEWAYS, UTILITIES, GRADING, SITE ACCESSIBILITY, BUILDING LOCATION, SETBACKS, SIDEWALKS, ETC. SEE PLANS PREPARED BY LANDSCAPE ARCHITECT FOR SIDEWALKS, POOLS, HARDSCAPES, LANDSCAPES, FENCING, ETC. PROPERTY LINE 3. REFER TO CIVIL DRAWINGS FOR INFORMATION ON GRADING, FINISH GRADES, BUILDING PAD AND BUILDING TOP OF SETBACK LINE CONCRETE FINISH FLOOR ELEVATION. ACCESSIBLE ROUTE PER CBC 1110A.1 4. REFER TO CIVIL ENGINEER DRAWINGS FOR ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED. 5. REFER TO LANDSCAPE & CIVIL DRAWINGS FOR PLANTING, IRRIGATION, DRAINAGE, WALKWAYS, PATIOS, SITE LIGHTING INFO AND FOR THE COMMON AREAS. VEHICULAR ENTRY/ EXIT 6. REFER TO CIVIL DRAWINGS FOR EXTERIOR ACCESSIBLE ROUTE. 7. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF 0.5" CBC SECTION 502.1. 8. FOR SITE APPURTENANCES NOT SHOWN, SEE CIVIL, LANDSCAPE, ELECTRICAL SITE PLAN AND FIRE SPRINKLERS SITE PLAN. Ism o- 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 E I3 O A K INVESTMENTS 4199 CAMPUS DRIVE I RV I N E, CA 92612 PHONE NO. (714) 342-2502 1 i No. Date Description H r m U) U w 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 or with the work. The client will be responsible for any defects in construction if these procedures are not followed. %J 0.' ARCy�T ILL G��SED �0 �0,,' (\I N No. C29795 II RENEWAL DATE AUGUST 31, 2023 9T�, of CD CA License Stamp o ARCHITECTURAL SITE PLAN Al -20 COPYRIGHT (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-1794, § 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 8-212 (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 not 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 (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. (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 condominiums. 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 shall 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-1794, § 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 following 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 to and sides of a door jamb which check the door's swinging p p 1 g p J g g 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 ED OAK INVI�SI' AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 N O N Q U Q Z Q Q Z Q W w W LO LO 06 LO T_ Ict I J Q I"' No. Date Description CH G m i U W 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 � v J procedures are not followed. 0. Sk-D ARP / ILL �0 0A N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9jF of CD CA`\�o�� License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS COPYRIGHT 7 Al -21 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-1502, § 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 in 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 p p P Y 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 be 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 round () ( ) g 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 grill 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 embedment 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 -family 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-1436, § 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 are 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 ( one -eighth of at least rills 1/8) inch mesh secured with nonremovable bolts on the g g 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 INVL�'S"I' AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 N O N 0) Q U Q Z Q Q Z Q Lii W w LO Ir— LO 06 LO T_ Ict I J Q No. Date Description p H C_ G m i U W 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 � v J procedures are not followed. 0. Sk-D ARP / ILL �0 0A N N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9jF of CD CA`\�o�� License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS COPYRIGHT 7 Al -22 kLL ROOF PENETRATIONS 96 SQUARE BURGLAR BAR 'INCHESOR LARGER' ARE REdUIRED TO PAC K/A'G E -BE SECUREU WITH BURGLAR BARS. . 'CONTACT THE POLICE DEPARTMENT` AT 647-5846 FOR: SPECIFICATIONS FEATURES: AND ROUGH INSPECTION PRIOR TO MECI-IANICAL SIrNOFF BURGLAR ANIZEDSTEELANDARE rSTEEL OD RICATED OF INSERTS ARE, A ONE-PIECE WELDED CONSTRUCTION • AI 1 WCI AQ-AOff COOAVfiM iAh Lt 91Af VAN1711?Jl: MK&Ontlmh 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 described in subsection (B)(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 p () pp g , 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 (B)(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 hundred (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 (B)(3)(m), supra. (5) A window assembly 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 certified 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 'ambstile in the direction parallel to the lane of the lass that would pP p J p p g 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 described 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 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 member within six (6) inches of the locking device, (3) Tests shall be performed on the samples in 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 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 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 be 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. (1) 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 �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 INVL�'S"I' AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q Z Q Q Z Q I— LLI LLI LLI LO Ir— LO 06 LO T_ Ict No. Date Description H 10 m U W 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 gr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J 0. Sk-D ARP / ILL �0 0,A N N No. C29795 RENEWAL DATE CN AUGUST 31, 2023 1 9jF of CD CA`\�o�� License Stamp o POLICE DEPARTMENT BUILDING SECURITY REGULATIONS l COPYRIGHT (ca Al ,lllllllllllllll23 I m I I I ®® I 1 zz FIFTH STREET I I I I W W f' 2 U, Z W f H I ' - J 9W_ I \ / i P oLNbL. _ / - - - - - - - - - - U n O - - - - - - - - - - - - - - - - z _ I � � LJ 1 I ❑ ❑ • ❑ I+ < L I I I I I I I O LLI I I N LL I I I I I I I I I _ I I — — _ --------------------------------------------------- ------ ------- ----- ----— -------------- — - — — — ---- ❑ ----:HE -----_— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------__-_--_-_-- --. I I I -- -- -- I I LEGEND _ BUILDING ENTRANCE 71111�1111 150' HOSE MAX PULL W/FIRE TRUCK ACTUAL HOSE PULL FROM — STANDPIPE OR FIRE HYDRANT • STANDPIPE IN STAIR ENCLOSURES - - - - - 150' HOSE PULL 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 \ I I I V 1 1 \L_L_ 1 FIRE ACCESS NOTES 1. PROVIDE AN ELECTRIC KNOX BOX KEYED OVERRIDE SWITCH FIRE ACCESS KEYNOTES 1❑ U TALL SECURITY GATE ❑2 STALL SWING GATE - NO LATCHING OR LOCKING MECHANISM TO BE INSTALLED ❑3 BUILDING ADDRESS SIGNAGE. REFER TO ELEVATIONS. I \ 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 I I I I I I I I I I II I .�lll I I I FIRE ACCESS PLAN I SCALE: 1 "=20- 1 1 1 FIRE HYDRANTS PER FIRE CODE SEC 57.09.06.B 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 E D4�OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ 0 CNI U Q Z Q Q Z Q Cn LLI ry U) Ui LL0 LO r No. Date Description H m Cn 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 with the work. The client will be responsible for any defects in construction if these ' ^ v J procedures are not followed. 0. SED ARCy,T LL N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 of � CA`\���� License Stamp o FIRE ACCESS PLAN Al -30 COPYRIGHT 4th & Mortimer Building B - Fire Flow Analysis Curve 60 STATIC PRESSURE: 54 PSI @ 0 GPM 50 - STATIC PRESSURE: 50 PSI @ 1126 GPM 40 - I 30 20 CL REQUIRED FIRE FLOW: 20 PSI @ 2715 GPM 10 AVAILABLE FIRE FLOW: 20 PSI @ 3575 GPM 0 -10 211W)800000200400160018002000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 Flow (GPM) S-P2 0.54) Q2 - Q1 * (S-pl Where: Qt: Flow test GPM = 1,126 GPM S: Flow test static pressure = 54 PSI Pt: Flow test residual pressure = 50 PSI P2: 20 PSI Q2: Available flow at 20 PSI 54-20 0.54 Q2 = 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 (2,715 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'h & 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 B 105.1(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 60 STATIC PRESSURE: 54 PSI @ 0 GPM 50 STATIC PRESSURE: 50 PSI @ 1126 GPM 40 30 ff 20 -� REQUIRED FIRE FLOW: 20 PSI @ 2937 GPM 10-1 L AVAILABLE FIRE FLOW: 20 PSI @ 3575 GPM 10 20&80m00D20040016001800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 Flow (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. 0.54 Q2 -Qt *(S-P2) 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 54-20 0.54 Q2 = 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'h & 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 4th St & Mortimer St Test time 09:00 City Santa Anal State CA File no. Test hydrant location Northeast corner of 5th 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/h,)0 54 0 = Test hydrant Test by: Hildebrandt = Flow hydrant W . limp, Witness Jason Clemente T F Water Services Quality Inspector Santa Ana Public Works Client Josh RuizfP.r Fuscoe Engineering (949) 474-1960 , w lei • _ en�n.o_ � � V� cc: ryhernandez@santa-ana.org jclemente5@santa-arta.org jruiz@fuscoe.com anelson@redoakinv.com oIa� OCFA WATER AVAILABILITY FORM SECTION A: To be completed by customer Project Name: OCFA SR #: rtir, •,.,��tiR . Projeet,Address: L4134 sr-., AND City: A-J^ __ _ Applicant Phone Fax #: ( ) Arearof largest building ft'; Construction type? (check one): to is nn us tun fltT13 tv `vp ❑aaoo®c Is this building sprinklered throughout? (check one) u Q f SECTION B: To be completed by local water department/district Customer to provide results_ to OCFA Water Department/District: (-tTY OF 5Anr t A /{NA PV - OLAL. waR-K, AGArNGY Test location (indicate address or cross -streets & provide reference map): uar_,,_of STH $ Mo�LT I ""�IIC Hydrant number(s) (if applicable)` T425-: 3$ q 6 1= Cov`l ; 3�6 C1 r�- Elevation of test hydrant: 6ilLAOL feet above sea level 'Date of Test': 'I f I a/ Z I Time of test': o o `tiL9 P.m Test to be,performed as c±ose as possible to the time that the lowest flows and pressures are expected (e.g., M-F. 6:00 9:00 am and 5:00 -stOQ prj y is FLOW TEST RESULTS TEST INFORMATIONIS VALID FOR 6 MONTHS FROM DATE TESTIS PERFORMED ,i S Static pressure: L, psi Residual pressure: 5 C) psi Observed flow: LiSr51� + ( Zy6 gpm Flow calc'd at 20 psi: �>5 -�Sgpm Check.the box if,the 3est in forl )ation above was obtained in a manner other thar an actUal tow test Pi e. by computer modeling). Based on fluctuations known to exist at the site of the test, provide estimated values for the following: Maximum static pressure psi Minimum static pressure psi Minimum residual pressure psi Minimum residual flow gpm 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: S A*5atd it E Company./Agency: PwAi �M UC- 5,AA/% ,kkA Signature: _ Title: `V/300V JE9-J(c&5 OL?^%�r-j Lk6#&Ct0K_ Date: (l t � 'L 1 -- � - • -_- « RO*d 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'I'MEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 UJ _ O N Q U Q Z Q Q Z Q U) I- LL_ L LI U) W T_ L0 06 LO Q No. Date Description H T 100 ZD U) U w U z Q It is the clients responsibility prior to or during construction to notify the architect in writing p Y 9 fY 9 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. ARCyIT ILL G��SED N No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 Nr 9�F OF �F CD C A� License Stamp o FIRE FLOW TEST REPORT 1 COPYRIGHT n Al -30.1 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 D 0AK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Sig TF I 0 N d� u LU 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. 0 ARcy� No. C29795 RENEWAL DATE AU�11111�1TF\� �F CAL\ License Stamp CALCULATED GRADE PLANE & BUILDING HEIGHT BUILDING Al ,lllllllllllllll40 COPYRIGHT = I I - - - - - - - - - - - - - - — — — — — — — — — — — — = I I f I ----------�-- ❑ ;2a f 0 I / � / \ a O ; O — f: F' J z ® I �f° g V f I \ J I I I , I I / 0 0 0 0 0 0 0 0 ---- — _ �____ �— __ � _ ` ❑ / I `�� � I 4MD I II II II �� II ■� ' I I 0 6" '1'I III U❑ N IM T V#PNG ■ ❑ $ I � I I ■ � II II � I I ❑ II ❑ OH p I I n I NLI ITC P G III � I II I II II II II I li ■ I I III 1 (DID O � o 0 0 0 0 ❑ III I III ❑ III / � o 0 0 o I III �' II 0 E ■ II — — I I III N I II I I • II I _ — I LLL��E I I 'c cc II II . II II I -- -- II III ----__- ® III ----------- �-� I o I III I I ❑ � II � I I I / II ■ I III I ❑ I --- I 36- III I I ❑ I I o 0 0 o I UNLIMIT OPN------- -__________- — —71 71 II I I j :0=0 �= I I ❑ II ' I — �II ❑ o 1 I1171 I I ® II----- --- _ II ;; II II ❑ I ■ I I I II � II I I ® -4" I / L III I 0 o❑ U I ED OPNG ® I II ®® 0 I it II II I 1 I' li II II I IL _ u / \ Irxl I I I 11 ; FITFITI II I II I I I � II II I / — —� II r IIIIIIIIII IIIIIIIIIIIIIIIIII III I IIIIIIIII IIIIIIIIIIIIIIIIII L11U111L1J_UL11LJEl El 1 II I — ---- 32 1 � 1 ❑ � I I -_ - I UNLIMITE P Gevq I d ❑ ❑ C=1 ❑ ❑ II J � ❑ ® I I ------ --- L__ -------------- ----------� L------------J ^ OL I Z � L � ���.3irl�CJJ1,i�a�S I , ® ' ® O ® ' \ J^ O ® i i ' LU I I z I I D I I �• � I I ------------------------------------------------------------------------------- ---------------------------- FIRE SEPARATION DISTANCE LEVEL 1 SCALE:1/16"=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 I VES`I°MEN S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 w 'r L0 W LO 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 CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A N O N r C) 00 C) COPYRIGHT (D Al -50 FIRE SEPARATION DISTANCE LEVEL 31 SCALE:1/16"=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 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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 r 0 N Q U Q z Q Q z Q Cn I— LLI ry U) W L0 06 LO 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 ARcy1T No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A N O N r C) 00 C) ----- IMAGINARY LOT LINE CENTERLINE OF STREET COPYRIGHT Al -51 FIRE SEPARATION DISTANCE LEVEL 1 I SCALE:1/16"=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 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 EI7 OAK INVES'I'MEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r 0 N d� Q U Q z Q Q z Q () LLI ry U) F_ ICT LO L0 0115 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 ARC111l * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING B z Q J `n 1r n ILL VM! N N O N r C) 00 C) ------- IMAGINARY LOT LINE CENTERLINE OF STREET COPYRIGHT Al -52 )F 10' TO <15' 45% OPEN FIRE SEPARATION DISTANCE 10' TO 415' 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% 0 20< UNLIMITED OPENINGS ALLOWED L _E ❑ ❑❑❑ EE 011 00 00 00 0 00 --------------------------------------------------------------------------------------------------------------------------------------------- ........... ................ ......... - ------- ... .... . ................... ❑ ❑❑❑ ■_E I E I LLE � D 000 00 �0 0 00 -------------------------- ----- ------------------ "------------------------------------------------------------------------------------------------------------:--------- -- -------------------. ❑ ❑❑❑ _E f> P D � � D 00 J=F1 00 ❑ ❑❑❑ Ll LIL] P9 0 00 00o 20< El 1 01 F111[1 IIII---------------------- MmIIIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111110,01e4i . '11J1"01"0111011110'10i101il;lao� IIIII 111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111 IIIIIIIIIII 'O,Iii111111ll00",I,10 P0,101111AEl I I �i — ]I El IIII - IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - 1111111111111111111111111111111111�,i,i�i�e444i i,i�De4444s���r'i,i,4'I -�.��� El Ell 1 [110 0:11 WE] IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII I;Iii�DA;l�ii iliill"I,�I:I,ii�1,11a1iii��i — `. 111,1 LEE IIII IIIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - IIIIIIIIIIIIIIIIIIIIIIIIII 111111111110;la011o1010soll 111,101,10,000101;0,4001;011,11 il;la� IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'llllllllllllllllllllllllll IIIIIIIIIII I;Iii1D�l;11i�1, ��iliill"1,�1:11i��1,11a1iii��i .. .. .. 2SAN /i✓riririr/r/ram IIII �� �� �� IIIIIIIIIIIIIIIIIIIIIIIIII �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �� �'"`" �""'""`' �,_===- Ell El 1 0 [[1]] in IIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �/////�/� ��_ 11:1 ENO :11 I F1_1 In i L:EI 11, ► /I IIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �------_=�=- IIIII 111111111111111111111111111 111111111111111111111111111111111111111 � � �!�/�/�'� / � �'_�_�= 24 S 8 S.F 8 S.F S.F 8 S.F. �� �� -�- IIIIIIIIIIIIIII IIIIIIIIIIIIIII ENE �� �� ��- IIIIIIIIIIIIIII IIIIIIIIIIIIIII MEN �� �� ��- IIIIIIIIIIIIIII IIIIIIIIIIIIIII nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnm , pn-------------- ---- nnnnnnnnnnnnnnnnm ■■ ■■ -=- =—= � —= == '=== _-_ _== = ■■ --=-==-=-_---===-=-=== IIIIIIIIIIIIIII == =--------------- ------------- ------------------------- EEO uuuuuuul == = �==_ ----------------- -------------------- ------------ ----------- --------------- ------------- 10' TO <15' S. S. FIRE SEPARATION DISTANCE 10' TO 415' MAX 45% UNPROTECTED OPENINGS FLOOR WALL AREA OPEN AREA OPEN % 5 1139 S. F. 354 S.F. 31.1% 4 1139 S. F. 354 S.F. 31.1% 3 1139 S. F. 354 S.F. 31.1% 2 1,139 S.F. 354 S.F. 31.1% 1 1,252 S.F. 1 282 S.F. 22.5% OK 24 S.F. S. S.F. BUILDING B SOUTH ELEVATION SCALE:1/8"=1' 1 20< UNIT 3.1A INLIMITED OPENING ALLOWED S.F S.F BUILDING B EAST ELEVATION SCALE: 1/8" 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 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 N Q U Q z Q Q z Q W W U) F_ W L0 06 V_ Nt No. Date Description H 7M W 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 with the work. The client will be responsible for any defects in construction if these ' ^ v J procedures are not followed. c&D ARCy,T ILL �/o� N N No. C29795 C) RENEWAL DATE CA AUGUST 31, 2023 1 9TF OF O CA��F��� License Stamp o EXTERIOR OPENING ANALYSIS BUILDING B I COPYRIGHT Al -53 0 ❑[ F--------------------------------------------- - 0 A2-42 ❑❑❑ ❑[ i ❑❑❑ ❑[ ❑❑❑ ❑[ 160.63' - --:--------;----------------------- 161 S.F. 186 S.F. 138 S.F. / ❑❑❑ ❑[ 150.54' - --------------------- ■ 161 S.F. 186 S.F. 138 S.F. 140.46'----------------- --- ' 000 161 S.F. 212 S.F. I it I 162 S.F. _ _ I...... - I I I iTIE /1/1/1/1/1/1/L I 128.58' ' '• ------ 221 S.F. 'II ' II II � I I III BUILDING A - GARAGE WEST ELEVATION SCALE:1/8"=1' 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ------ ---------------------------------------- --------------------------------------------- -----------------------------------------------r---------------------------------------------------i- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---- -,-- --,- . . . . . . . . . . . . ■ ----- ■ ----- . ; ■ ■ ........--------- ■ 160.63' 166 S.F.--------------------------- --- — — — 192S.F.------- /171/17/117 — ITIE 167 SQ. FT. ..........................�.------a. — 150.54' ■ ■ 192 S.F. ' 167 S.F. 16 ■ 140.46' --------------------------- - - - 166 S.F. 192 S.10 F. II III 181 S.F.10 JU i 167 S.F. ... ...-rY.......r....--. ....................... 1777 128.58' 241 S.F.--------------- --- -- — — — 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 EXTERIOR OPENINGS ANALYSIS INOT LESS THAN 20% OF THE TOTAL PERIMETER WALL AREA OF EACH TIER) WALL OPEN FLOOR AREA AREA OPEN % 4 2,708 S.F. 907 S.F. 33.4% 3 5,625 S.F. 1,325 S.F. 23.5% 2 5,549 S.F. 1,191 S.F. 21.4% 1 6,243 S.F. 1,305 S.F. 20.9% 2 61 T-4" 186'-4" 30.1 FLOOR INT. WALL INT. OPEN OPEN % • 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 Q No. Date Description H W 10 W v 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 ' with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. G��SED ARC,y JT ILL N N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 OF C A� License Stamp o EXTERIOR OPENING ANALYSIS BUILDING A GARAGE COPYRIGHT Al -54 EXTERIOR OPENING ANALYSIS BUILDING A GARAGE COPYRIGHT Al -54 ----------------------------------------- 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 E D OAK. INVESTMENTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ 0 N Q U Q z Q Q z Q Cn I— W W U) W L0 06 LO 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 ARcy1T No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING A GARAGE Al,lllllllllllllll55 z Q J 1� n V / ILL N O N 00 C) COPYRIGHT U BUILDING B - GARAGE EAST ELEVATION I SCALE: 1/8"=1' 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) FLOOR WALL OPEN OPEN % LENGTH LENGTH 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 WT. 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% 22 2017i 1514 8 BUILDING B - GARAGE NORTH ELEVATION I SCALE: 1/8"=1' OPENING ANALYSIS LEGEND X SF OPENING AREA USED FOR ANALYSIS 7//////Z 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 PAI 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 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 No. 0 ti N Q U Q z Q Q z UJ Cn w ry w 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 No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF �F CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING B GARAGE W ; 7 W � ZD �./ J U w Ise z Q J n ILL — V J N N O N PROPERTY LINE CENTERLINE OF STREET COPYRIGHT Al -56 --------------------------------------- REFER TO Al-56 FOR INFORMATION NOT SHOWN BUILDING B - GARAGE WEST ELEVATION SCALE:1/8"=1' 2 77 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 ® 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 E D OAK INVESTMENTS 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 Sig TF i T_ 0 N Q U Q z Q Q z Q Cn I— W W U) W L0 06 LO 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 ARc111T No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp EXTERIOR OPENING ANALYSIS BUILDING B GARAGE Al -57 z Q J 1r n V / U_ N CV CD CV r CD co 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 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION I<zv LEVEL TO SLOPE SLOPE TO LEVEL 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ AD01 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 16 FULL HEIGHT STEEL FENCING AD-31 I I CONCRETE COLUMN I X I COLUMN CAP I I AD XX 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 �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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt No. Date Description H 10 W U) U W I 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF of- \F C A License Stamp o BUILDING A FIRST LEVEL FLOOR PLAN BUILDING A FIRST FLOOR PLAN I SCALE: 3/32"=V-01 1 COPYRIGHT A2-1 1 N ®R= M G P 0 P.4 0 P.5 P.6 Q IV S T 3Y3.2Y3.4> (4) (4.3) (5Y5.1) (6 Y6.1) (7) (8) 8.8 8.9 9 10 I I 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16-0" 1'-5" 3'-8" 11'-311 I-9' 1 - II I-81 1'-6" 1 I I A2-20 I I �1rv�l �� II II z11 I I IIL � I I Ipr� I 1 T.68' 1 4.90 125.07' 1 111� 1 I 124.90' 124.90, 1 _ : ; ------------- \ ` up I I I III III I I 1 1 1 1 1 1 I 11 1 11 1 I 1 I \ I°Oo°o°o°o° I I I _ _ I I k L b I �_._._. 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I .. ------------ D E A2-41 A2-42 1 00) A2-21 I 2'-7 1/2' 1 I-411 16-8 5/8" 13'-9" 4'-5" 17'-9 1/2" 2'-0 1/2" '-7 1/2" 12'-2 1/2" L54 7/8" 5'-9 1 /8" 4'-5" 2'-5' 24'-51/2" 27'-71/2' 0'-1" 30'-4" 30'-4" 16-31/2" 31'-11 1/2" 14'-1" 27'-0" 5'-6" 1 244'-6" w7:©s" 6.2 7.2 8.2) (8.5X8.7X9.6X9.7M.1X102103 (11X11.2) (1 1.5X1 1.7)( 12 ) (13 2 N r I O 00 - 00 N 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'-01, 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 ALLASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR -SEE ARCH AND STRL PLANS ALIGN EXTERIOR FINISH �1 �1 e c ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB ALLASSEMB Y PER PLAN 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 < Z" FLASHING OR SIMILAR APPROVED MATERIAL 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 TYP SLAB ON GRADE SYMBOL LEGEND FD FLOOR DRAIN X ADAX X FD 2 STAGE FLOOR DRAIN AD-XX DIRECTION OF SLOPE - 1/4" / FT U.N.O. FS SPOT ELEVATION RELATIVE TO 0'-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 X CONCRETE SLAB ON GRADE PER LANDSCAPE / ADAX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE X PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. AD XX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF X TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. ADAX CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR X ADDITIONAL INFORMATION AD XX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE X TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. ADAX CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND X STRL FOR ADDITIONAL INFORMATION AD-XX TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS XII DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE 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 INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 W No. Date Description H 10 m r� v U Ll 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. I' � J 0. ARCy�T ILL G��SED 04 CV * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 9jF of �F r CD A� License Stamp o BUILDING A FIRST LEVEL SLAB PLAN FIRST LEVEL OVERALL SLAB PLAN I SCALE: 1/16"=V-0 11 I COPYRIGHT n A2-1 1 S 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 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 X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION I<zv LEVEL TO SLOPE SLOPE TO LEVEL 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ AD01 AD31 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 AD-XX FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 �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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt No. Date Description H 10 W U) U W I 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF of- \F C A License Stamp o BUILDING A SECOND LEVEL FLOOR PLAN A2-1 2 BUILDING A SECOND FLOOR PLAN I SCALE: 3/32"=V-01 1 COPYRIGHT ( 1 ) ( 20 ) ------------------------- 11 I 1 ; l!✓ I ' 1 I 1 111 11 1i I 1 Illry I III�� F II II 1 � li. II Ifl� 1 it 111 n —, u 1 U 111 11�'�' iiII LJIi1 illi �-j 1L====_____- p_-_-_-- IF LJI L�J I — J Ll -----�I� --- II I II I II I rM11--------- 1 U a IL.�I 11 i=r---------- 11 d II I I �L __s I r,l L i1 ;FL_ JJ I j -- - ------------II I nr------------------11 � l�I DR TION I I I 11 ^^III ---- II x III( �1 II II L L=__JL----J�--------JJr------ 1 Fr� 1-= F--------- r------------1�I�,I 1�11 LJ U u I1j1r1 ul I IIll � I�- J1 I I yiiii tillII tillI II I I p „l, L_J II II I nuiiii I n,r ' r„r U iiii II I II I II I _� =�r-----� II I II I II I I Ij J n I ;I n I 11 Irj L____ JL___________J - - - - - - - - - - - - -- 11 11 I �11 e 11 I 11 11 I Sir—,r ILL=J 11 II I II I FI rru. II I I L __ iiii: II I IIlr; III r iiii: II I II I 1 iii: II I I L J I I iii: II I I� �1(� �1 r nil l( 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'-01, 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 ALIGN EXTERIOR FINISH ) e o n i c 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 EXTERIOR FINISH a�IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM A < 'Z" FLASHING OR SIMILAR APPROVED MATERIAL 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 rA--� TYP SLAB ON GRADE SYMBOL LEGEND FD FLOOR DRAIN X AD-XX FD 2 STAGE FLOOR DRAIN X AD-XX DIRECTION OF SLOPE - 1/4" / FT U.N.O. -3" FS / SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE -6" TOC CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS 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 1>< CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS 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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ C) Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 06 T_ Nt W No. Date Description H 10 U) U Lu 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. 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CO I \ / I- . - // 1 // UNIT 2.2D MIN. \ / / 3.5% MIN \ roll -- r ® \ �.=3.5% = = - - 3.5% MIN. i -:\ �6/ A5-24 LA 3.5% MIN. 3.5%MIN. I I / ��MIN. i 5% MIN. O 5% MIN. 01- IN. 2%MIN. 2%MIN. ® 2%MIN. O I -'------------' / \I- - - - - ~ / 5%MIN. ' UL;c ILL A2-42 1 A2 21 J u 1, Ifll Ifll 131 / Ifll Ifll Ifll Ifll iii I TAIR Ilfl 1�11 J \ F_7 L J Ol AL_ JIo1 UNIT 2AA A309 A5-28 7'-4" 7'-2 1/2" U II II II II I` UNIT 0.1B-R A305 �w A5-01 J u u UNIT4AG A306 A5-43 L 34'-6" zV 37'-6" 91'-9 1/2" 37'-6" Z, 33'-0" 7'-10 1 /2" 1 - " AIRSPACE 243'-6" AIRSPACE i I I I I I I I I I - - J 0 co 0 co M 2 �21 v eo N M In W U W U U) Q 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 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,FEC X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. AD XX IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) �■■■�■■■� 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. 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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE X" 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. 0000000000112 12 00000000001 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 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 ❑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 ❑7 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD ❑8 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 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 E1 12 EXPANSION JOINT, REFER TO SHEET AD-33 E 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION E WALLS SHALL BE T-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 INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 w O 0 z Q No. Date Description H 1► W V J U W I 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 thorou hl knowled eable with the buildin codes and methods of construction should 9 9 9 reasonably be aware. Written instructions addressing such perceived errors or omissions l 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�T LL G��SED N N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 -9jF OF \F C A�_ License Stamp o BUILDING A THIRD LEVEL FLOOR PLAN BUILDING A THIRD LEVEL FLOOR PLAN I SCALE: 3/32"= V-01 1 COPYRIGHT n A2-1 3 �,rPJ�II 1I I I I III I I III II II II II I Illy I 5 L F T -�r I II II � II II __,yl _ _ - MR,A2 �y I III IIL0 jl�l LUJIII II b ��� i 1L___J r��I ELE Ill���j II III L_1_________J_____ ------====ll L _i III L_ JJ III== L JI PLIrrr _ _= II LI II -----�I� --- ._II Illlll�l I11111 llllL J -� �II II jlllllfl-tl� I I �==__==� III �JII IIIrr II JWI III IIIILLJI(� II it III I II I �L__� —1 L_�1L IDIF I lI P�♦at -D ' it 1r--ti CORRIDOR II r_TI L jl I �i VENTILATIO =_ALL n=----- — — — — — — — — — — - �— SHAFT D ----- — — -- ==- ill I I I F p II II ll ^h! l I I u dry—�L II III II Ij J II rl , J a r s rn _L•d L•J I I I I I / I L____JL___________- II / r —i II I I F Q -lr.� - Irq 11 11 I ice^ f aLd LJII u I LrJL_ __ I__ �L=-==�1 I I I 11 -1 II Srr-,r II L�L AJ.L=� wlLL _J LL=====__� � III II � III I I III II I II III II n m ul II IL_� I II I r 1 I III II III I J 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'-01, 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. a IZE r=====-------- � ��- -�--,1 1,1-- 1 1 2 IIILJI III L IP 4 n III tLJ II j I1 IL A2-20 I === �___________ ____________ JJ N 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 ALIGN EXTERIOR FINISH ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO s COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB VY,ALL ASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS EXTERIOR FINISH ra IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM Z" FLASHING OR SIMILAR APPROVED MATERIAL 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 TYP SLAB ON GRADE y SYMBOL LEGEND FD FLOOR DRAIN EADXXXXX FD 2 STAGE FLOOR DRAIN DIRECTION OF SLOPE - 1/4" / FT U.N.O. -3" FS / SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE -6" TOC CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS 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 1>< CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS 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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i T_ O rn U z Q z ��Q/� VJ I— LLI U) F_ w LO T_ L0 06 T_ Nt W No. Date Description H 10 v ) U Lu 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 ' r% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARC,S,,T ILL �0 �� N N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of C A� License Stamp o BUILDING A THIRD LEVEL SLAB PLAN COPYRIGHT A2-1 3S 3 3.2 3.4 4 4.3 5 5.1 6 6.1 7 8 8.8 8.9 9 10 185'-4" 16'-4" 31'-6" L 28'-6" 31'-6" 311 31'-6" 16'-0" 1'-5" 3'-8" 11'-3„ ,_9„ 1 A2-20 9' 1'7b" l it 16'-1 1 /2" " AIRSPACE AIRSPACE I I I I I I I 3 NIT 0.3 3 A5 72 A5 03 YA570 A- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a F�O a�4.56' IO o154 uLV BIN" �I L-- I- --- �- �- IRA2 op T IRA 154.56' I _ - IIIII 1-� �- �- rn I � I I I I I I � I I I I I I I I I I l - I I I I F c I 1 1 - ��_-_ _------------------------------1�4�2-'-------+----------------------------------+------------+------------------------------ ---------+------------+-------------------------------------+------ F L54-2-- - --------------� F FEC 1 -J �__-J IL ---- ----J IL ---- ----J L---- J L-- C . 2 I 160.12' i 159.74' J L IDF w CV UP 5% DOWN 5% I \ 41 41 ORRIDOR 0 1 41 1 IVENTILATIO F I � i Cl) A2 42----------� ------ 154.56' HAFT D I I II I I I I �4.55� - • I I I 0 I 16012'I - - I I - I I iI co I60.02' 160. ------------- ----- ---i------------i ------i-----------------t---- ' -p I I I I I I I I I I -- I I __ - --_J I I ■ __ ---J L----t__1_JL--- JL-- __I I � I I I I _J I I I U C _JJIIr. L 5 J t DI o o r_ U% 160.12' 154.56" of of o of of of _ - - - - - - - - - - O - - j L E �,II�Ir - - - - ih a LJ 0 5 N� - F - - - - - . II l F_79 L _J r-�--, � I - ----� r---- ----� I I I I �• I I I I I I � . 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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. 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. 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 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,FEC X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. AD XX IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) 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. -3" FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -I TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F; ;Tii� LEVEL TO SLOPE X„ 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 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 16 FULL HEIGHT STEEL FENCING _ AD-31 I I CONCRETE COLUMN X 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 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 EACCESSIBLE 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 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 T-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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) Q U Q z Q Q z Q W w U) I- w LO L0 015 T_ Nt W No. Date Description H 10 W 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 00 ARCy�T LL G��SED N N * No. C29795 * ll RENEWAL DATE CN AUGUST 31, 2023 , License Stamp o BUILDING A FOURTH LEVEL FLOOR PLAN BUILDING A FOURTH LEVEL FLOOR PLAN I SCALE: 3/32"=V-01 1 I COPYRIGHT n A2-1 4 3 3.2 3.4 4 4.3 5 5.1 6 6.1 7 8 8.8 8.9 9 10 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" I_9 1 _ 1'-6" i A2 20 g" )Ill'- " 10'-3" " 16'-1 1/2" " 25'-0" 7'-6" 7'-2 1/2" 1'- " AIRS ACE AIRS ACE 0) 4 ^ A5-72 UNI 0.3C m ill A 01 "- _ - -- A 03El A- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - -I� - - � I - 111 - III - I it - 111 - lil - -il - 1 1 - 1 - I - - - - B r _ ---- Illy �II 1;1 I;I I ll Ill Ill 1 ;I 1;1 11 ' I I IIII r I 1;1 I;I I II Ill Ill 1 ;I 1;1 1 IIIII I 1 I III 111 III I II 111 111 11 11 III 1 I 1 !01'`II r � I I I I I I 1 • I II II I 111Ii 1;1 I;I I ll Ill Ill 11 ;I 1;1 11 I I° � II II I I ��I 1;1 I;I I ll Ill Ill 1 ;I 1;1 1 ' II II I II II 111 I I 1 111 111 1 �I 1i1 1 I I I I I I I I ESE I II II I I III 1;1 ;I I III Ill Ill 1 1 ;I 1;1 1 I � 1■ �I I. r� � 0 I I IIIII I I I IIIII 1;1 I;I I ll Ill Ill 11 ;I Ill 1 __---- UNIT4.1C-R III III - 1;1 I;I I ll Ill Ill 11 ;I III Ii I L� ' I C III 1 - III I Ill Ill 1 I 11 1 - ----- --- ----- - ------ G CV - - - - - . � � I A2-43 � - - - - t - T� F - - F - I A502 1- L- ---- j j------� III 1 1; I I; I I l l Ill Ill 1 ; I III 11 ' • A5-42 I--- --------- Jt ----------------'-----------------'---------------------------------------------------' 1`-----------------'----------------- ------------------------------------------------------------------------------------ --------------- ---- L. L w .r w L � 8 � --- I I I I ------------------- I IDF LL N I I DOWN 5% n -- I I \ � 1 � 51 � / 51 51 CORRIDOR L � n F ---� VENTILATIO co A2-42 I I I \. HAFT D l- ------------- ---- -- y I '------- --- _------ _ --- - I \ ■■■■■�■■■�■■■ J3J3 n i I I z II I I I I � II I I c II -------------------------------------------------- ---- - L11 11 111 1 I - -Ili -ill J - - -li i1 - I ' I�1 lil li �I Ii1 1'-L II 11 I 11 ------ ------------------- -- 7'-3 /2" 24'-6" 7 -4 --I ----- - - - - Fin - I l I Ill Ill li i1 Ill 1' n l I Iil lil li i1 Ill 1 i Ca ' II i I Iil lil li i1 lil 1 I M I I I I I I I I I I I I I � I II l I ' I;1 Ill Il 1 ;I 1;1 I n II II I 111 111 11 11 III 1 J L -=- 1----------=- I I I I I I I it � � � ' V o I • Nil I E _ - - - - - - - - - I - -III - - 111 -- 1 - - - - - - - - - - - - 1 I NINE-- -] 1 C� C� 0 C� Z - L� o I ' Ili - 1 1 ;� �;1 1' O j : UNIT O o l i 1 1 �/ a 0 I A503 io A5-21 M --------- ---- - • I II 111 111 I II 111 111 � • I I I I I L J I n I II 111 111 � l• lu `` II 111 111 ' I I 1 G ---------------------- _ g - - = - - - - - - - - - ''-----------------'---------------'ll----------------------------------1 ° I II i I I I I I ------ - - I I w� u I o n l UP 5% O II 1 ' G.7 II =----------- 1 --------------------------- -- �-� 1 1 1 L -1 - - - - - � UNIT 2.1 F-R o A504 G.9 L A5 22 Cl) - I H--------------- 1�T----------------- , ;----------------- T-----------------;-------------- 1 M i!•Y i � i!■Y i!R 1 I I Ii II 111 I fly - �- -.IN - - - - - - - - - 1 11 Il1 I; 1 ll Ill Ii1 I i i i i i i i i 1 i I • J 1 11 2 2 i1 Ii1 Ii it Ill Ill A2 21 11 11 Il ll Ill Ill 11 I I I I I I � � I I I I I I I I _ I• 1 11 11 M i 1 I I i t 1 1 1 1 - - - 7'-2 1/2" cM I 11 Il I I; I l l Ill Ill I I I � • ---_ --_ J.5 \ � 11 III II II 111 111 1 Ii1 I� it Ill Ill \ 1 Ii1 Ii it Ill Ill N 1 Ii1 I it Ii1 Ii1 - - - - ■ ELEV Al ■■■.■■■�■■■�...�...�...�... ...�.■■�■■■.■■■�■■■�■■■�■■■ ■■■�■ ■.■■■....�.■■�■..� ■■ ■■■�■■■ ' 1 - O - - \ F El UNIT 0.1 B-R � cal A505 5 50 50 150 11 11 I POOL RESTROOM 50 k A5-01 1 I ii it II � 51 I I EXHAUST SHAFT 3 U IT 0.1 D II ® ®® L E� ETERS LL SP 1 IDF A5-90 A516 > 11 F -1 F � - -� _ o o r -1 R ° ° 211 1 I_3,1 0 fry m � i - F� V � 51 -a8o A5-01 w '-+�---� �� I � i LJ I n LJ � JJ I J 3 ' A�( fflljlE ' I o ri A5 94 UNIT 1.2B 1 OPI UNIT 1.2B-R ELEV A2 51 II W ______", -- A515 l El E 1 A511 -- - --- o Q a M ` ' 3,3 A5 13 it •i 'i i° A5 13 -c-_�__---= i1 3,3 El � J 2'-T 211 Tr----17 Tr---�7 Tr---�I .�f(. JL - - I l Il 4 I p ii II F_ ,1 ` u a n 11 1 n 11 �11 UNIT 2.1G R 1 11 UNIT 1.1C A,q 11 11 0,A UNIT 1.1B R 11 a L i p - A514 A513 A512 11 i p A5 22 A5 11 A5-11 I11 0 4 F_T_1 ® 1` J 0 B------�- -- L--L�J F- II •Iw �� �„ 11 fr C � ❑ L JJ wl 1 II F " 11 10 � ❑ L UNIT UNIT 4.11K A518 I ------ O ---- L I A51756 b A A5-43 (2) FUTURE A5-29 9 ---- __ `� - 1 GREASE � A2 40 25'-0" 6'-6" 0" SHAFTS 22'-0" 8'-0" 9'_9" " L AIRSPACE ® N II II N O �El \ fr 7 CORR u L J VENT VENT II I II SHAFT 50 JLJL � W ELEG - - - - - - -.. . (n oo W Q L--- 50 00 - M - FE 5� ® FUTURE \ STAIR A4 Q REFER RCK Q II ® A/CLINE AND zz o •-•• - • • CONTROF L LINES FOR� RESTAURANT Q ErEc Mill Ire- r- I I io I °I M UNIT 2.6A r A519 CQ A5-35 1 al i 34'-6" D A2-41 AIRSPACE L r 1 L JJ� UNIT 2.2C-R A520 A5-24 37'-6" r I E A2-42 , M 36-0" Z' 23'-10" AIRS ACE 91'-9 1 /2" 242'-6" 0 Ch N L J UNIT4AH A506 UNIT 1.21B A5 43 A507 - CORRIDOR A5-13 O I VENTILATION J , ❑ SHAFT 1 2,1 _ II " 7'-9 1 /2" 9'-9 1 /2" 22'-0 1 /2" 2" 4'- 1 6-7" l AIRS ACE OM Il Il El J1 UNIT 1.1D-R A508 � A5-12 9'-10" Z' r-------� CV M UNIT 2.2E A510 A5-24 --- 0 rJ 37'-6" 51 / r J3J3 ' 46T T A, J UNIT 2.413 A509 A5-28 33'-0" Al L 7'-10 1 /2" N Ch LO CD LID co n T 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 �18z 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 g 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 LOCAL FIRE AUTHORITY.FEC AD XX IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X CONCRETE TOPPING SLAB AD-XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) �■II■III■� 3-HR RATED FIRE WALL 1 1 I I 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP 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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE W SLOPE TO LEVEL DEPRESSION TO SLOPE <2�) 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. 1❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE 0011❑❑❑❑❑❑❑ 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------------- AD-XX FULL HEIGHT STEEL FENCING 16 AD-31 I I 1 1 CONCRETE COLUMN X I 1 COLUMN CAP AD XX I I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE MECHANICAL SHAFT - SEE MECHANICAL DWGS 2❑ ElRETAIL 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 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 ❑8 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 lim-A 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 UJ 2 0 z 1: O U Q z Q Q z Q W UJ - w v ) w LO LO No. Date Description H W 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARC,S,l ILL N CV * No. C29795 * C) RENEWAL DATECNI AUGUST 31, 2023 9jF of �F C) A� License Stamp o BUILDING A FIFTH LEVEL FLOOR PLAN BUILDING A FIFTH LEVEL FLOOR PLAN I SCALE: 3/32"= V-01 1 1 COPYRIGHT n A2-1 5 F------ A2-42 w EA594 w Q _ U II p u II II -- UNIT 0.1 D ii ® F,\\\1 rA612A5-01 0 RI 'V/ESTIBUIL,,,_,pUNIT 1.2B A611 - L- J _ _ _ �, , �,3 A5-13 lu _ I Q u �u N l 4 II l / E _ / Pill II c II prB I T I` - IIJ y II , II I co ❑ UNIT 4.1 K I OL r UNIT 2.513 A614 ______ L A613 A (2) FUTURE A5-29 o _ A5 43 GREASE � M A2 40 `25'-0" L 6'-6" 0" SHAFTS 22'-0" / 8'-0" 9'-9" " � L AIRSPACE m El, II N II F1 El v / / `- fr 7 CORR II I LL J VENT w SHAFT _ JL� U � -----� �\ ELK 60 1 � 00 �/ DNS \� 4 Q I / II M ____ ___= FUTURE' FE 6b _ STAIRA4(If Q ® REFER R CK Q II A/C LINE AND / II EI CONTROt o LINES FOR=E mi� Q RESTAURANT n 1101 II L JJ I °I UNIT 2.6A L UNIT 2.2B-R=______ ``) A615 Ca ° A616 A5 35 ElC� A5-24 M C II v A2-41 -- ---- -- - l if II II ' D E A241 A242 , r I I��i FIFI_ G -- ----------------- I � A2-43 J O _J (COD L I J 1 I 1 Vie; r 7 I o I L � J r_J Lr o------- - L J---------�� III I I T Ijl , III III II 0 � I I 1 ^^^ r 7 ""�� I o I L � l I o 0 1======��� L� J III L-� III I r- OF L I _J I I, , ---- ------ I o I ­4 , L J , I , r � , L J Li __ rJ L� I O I L J r I o � I ---------- -- --------------- ----------------- - ---------------- L J rJ Lr I I I l L o EM l J MPdM� - i A ' STORAGE ELEV Al F 60 II jj I N - POOL RESTROOM i Il i EXHAUST SHAFT I IDF �� r- _F 7 o0 hLA n , I L_ .I UNIT 1.2B-R ELEV A2 60 El � 0o I, A5-013 U ErEC 11 El L0J UNIT 1.1B-R II A608UNIT2.1H-R II II UNIT 1.1E II II 1 It � II CoII II A1II II II II`" A610 A609 A5-11 II A5-22 A5-12 ili 13 El o II II � J g D `✓ V iv UNIT 4.1H to �� UNIT 1.213 A602 A603 _ _ _ _ _ _ A5-43 CORRIDOR VENTILATION J , ❑ SHAFT 9'-9122'-0 1/2" 24'- 6o° f 2, 36'-0" in - " AIRSPACE w AIRS ACE � _J Q II II I II II 0 u o 1 1-- _- -- N.. .. .. .. .. A2-22 i 10'-7" UNIT 1.1D-R 61 1 A604 ­3 3 A5-12 -1 -STAR A3 A5-74 91'-9 1 /2" w 9'-10" - J _J \ / f) 3 2 Q ® V II �22 A2-22 D3,3 F_ ,1 `o LL_ J L J L El N I r > M I El UNIT 2AA UNIT 2.2D ii A605 A606 == 11,------- A5-28 A5-24 r � LJ to 34'-6" " 37'-6" 91'-9 1 /2" 37'-6" " 33'-0" 7'-10 1 /2" AIRSPACE 242'-6" AIRSPACE OD w U Q 0 M LO w U Q 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 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 DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE Xn 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 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 AD XX FULL HEIGHT STEEL FENCING 16 AD-31 r-- I I CONCRETE COLUMN X I COLUMN CAP AD XX I I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 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 EACCESSIBLE 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 T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB • lim-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O 1`11- Q U Q z Q Z Q U) w Nw 0. vJ I- ICT LO L0 015 W No. Date Description H 10 W v J U Ll 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 000 , i ARCIy'l ILL N CV * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 9jF of \F r CD A� License Stamp o BUILDING A SIXTH LEVEL FLOOR PLAN BUILDING A SIXTH LEVEL FLOOR PLAN I SCALE: 3/32"=V-01 1 I COPYRIGHT Cc� A2-1 6 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE X" 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. ❑❑❑❑❑❑❑❑❑❑ @(i) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 • lim-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of \F C A License Stamp o BUILDING A SEVENTH LEVEL FLOOR PLAN BUILDING A SEVENTH LEVEL FLOOR PLAN I SCALE: 3/32"= V-01 1 COPYRIGHT A2-1 7 LLL II ______J I II ------- ; -�___= : - - - - - - - - - - F ^ II ---------- ---------- II II ul II II ---------------- -------------------------------- ---------------- it II - - - - - - - - - - - - - - - - ------------ 71 II II ul III III I i1 Ii1 III i1 III III III I ICI I �I �I 111 Ii1 III III II �1 I� �1 1�1 lil Ii1 III ICI I III I �I i1 Ii1 Ii1 Ii1 III I� �1 Ii it lil lil I!I I!I I !I 1!I I!I I! !1 1!1 III III III I III I �I �I 111 Ii1 III III 11 II I� �1 1�1 lil Ii1 Ii1 I i1 Ii1 I;I I; it lil Ir a a DOWN 5% => I => I ` 1 111 III II II 1�1 1 •^ •; 1 1;1 I;I I; ;1 1;1 1, 1 1;1 I;I I; ;1 1;1 1 ••: •. 1 1;1 I;I I; ;1 1;1 1, 1 1;1 I;I I; ;1 1;1 1 • 1 1;1 I;I I; ;1 1;1 1, ^ JI` o1!I I I �`• 1 1 _-_ IL---J 11I _-_ 1 i I�---� III _-_ II I i I1---� I 11 _-__ i 1�- -� 111 _-_ 1 1 i 1�---3 1 ,IL Lfi I V a D . i1 Ii1 Ii1 ° i1 Ii1 Ii1 �I 1�1 ICI I I I �I 1�1 ICI • �I �I 1�1 Ii1 ICI Ii1 • 1 Ii1 Ii1 �1 Ii1 Ii1 I I I 1 Ii1 Ii1 1 1 111 1�1 III ICI I I I hII.Ir h;■I' I I I M III I; ;I I;I I,I I�1 III II I� 11 �I III ICI III ICI I I III I� �I Ii1 ICI I I III I; ;I I;I I;I III I; ;I I;I I;I I I III I; ;I I;I I;I III I; ;I I;I I;I I I III I; ;I I;I I;I I I I�1 III 11 I� 11 �I III ICI III ICI I I III I� �I Ii1 ICI I I III I; ;I I;I I;I Iil 11 11 III III Ii1 II I I;I I;I �r------------------------ r- I 1 i V► pop 0 op O pop pop O op C- II lei L �L��JIII rr Q rr.1 rr.911 II U a LJ IL=A I I II tt Ill-r- == -----_ - II II IIII I I �J Illllr II II IIIIf )I t� IIIRill L� 1 I I II IIIII II r( 1111111ll" l i1 II IIII I I (IIII LLJ II I LUJ11111j .. .. `.- J Il �J� oa,a � IIII; d iJ' r------------------------- r�- �� =-fir==� v =J-1 n I J ====____________________ i11i Ir- I `�� �\ III �1 j ( 1 I r----------------------- ` ♦ O Il III ILt_J_J I it I � I rrl `�1 � � •, II III r--- I I I � II ` v II III II Iil *A100 I�III ;ej n Jl B-- A2 II =9 LL=�1 lil I O O I - II I II I I I *4100 it III I _ � A i1 L-J=------ III III I 6' II 111r======lL 1� Ir =_____====J1� I I I I I II O =�JIIIII �=�11� IIII -------- I I I J n__ IIII�� iii�J li �V III I it O O I t4 UIII n II w I iLq iAi 11 I 1� I I l_. ELEI r -- - I I II r T 11 II i �rlll l o ix j II I I II III I I 11 1 III L--------I--- I ----�J�u r� I I_i �F C�� I � i 1----------- T it � I i Ili I______________� ==__ -- 11, ' ---- �-�-______ III II IIFk, II III ,_ ------- - - - I ��� I 0 pOQ OQQ 11 i 11 I 11 W ICI III III I I II II I ii I I 11 11 I ICI II III l II/V I II II I II - f� I III I ili I 0 O p � II 51 1e; 1 111 i i1 I II U LJI I I fir= III 'I II .6 I I 1 1 I I I I I I I I ' 111 I 1111 I I I; I IIll I 11 II I III L-------- -----=_---------- ----J 111 D E A2-41 A2-42 UP 5% U I I W I O O LL I I I I I I -- BE I I I I I I I I I I I I I I I I I o o I o I o 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. L___J 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF HIGH VENTS (FLAT ROOF PARAPET): 14"x18" "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 -� NT. STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 6. AS REQUIRED BY CBC SEC. 1015.6 : 42" MIN. GUARDS SHALL BE PROVIDED WHERE I MD ! APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE IIII �i IIII a z= R F A 1 : ROOF AREA #2 : SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF I 1111F� A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES I I IIILJ REQ IRED VEN ILATION 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. I I i LOW = 0% X 932 = 1,466 S.I. LOW = 50% X 145 = 73 S.I. - I 1 n HIGH = % X ,932 = 1,466 S.I. HIGH = 50% X 145 = 73 S.I. 7. ROOFING TO BE CLASS'A' ROOFING. 1j11 I li i �ri°1 I 1L_ PROVIDED N LATION PROVIDED VENTILATION 8. ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER. I111 II IIII I II r Ik===z1J� I III I�i� II 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. 9. PENETRATIONS SHALL BE 18"MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS II JLJI II III I III II L- HIGH (FLAT) = VENTS X 520 S.I. = 1,560 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. = 144 S.I. APPROVED BY ROOFING MANUFACTURER. 111L___J -ELK III I III r I ii i L JJ Elb gh Eb l�J "1II ROOF AR 3 : ILATION 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGS RE UIRED E L __JL I Ilf----EH lliiir, I 11 �� Eb Eh 21 Ell I 6,6 .F. -1" LOW rl X -#-32 44-t,382-.t.---------- 382 = 3 191 S 1 G A2-43 11. AND COORDINATE WITH TRUSS DESIGNER. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. IIIIII Ltil' _J iilll r -, H I G - o 382 = 3, 91 S.I. IIIWII� I � PROVID D V NLJ d u `=LOW (E VL5) 440LFX3.14S.I.=1,382S.I. i`LOW (SL E = 26 VENTS X 72 S.I. = 1,872 S.I. DN I II Ic J I --_ TOTAL LO 3,254 S.I. HIGH (SLOP 1= 10 VENTS X 72 S.I. = 720 S.I. _ I m-- ------ HIGH (PAR T) = 24 VENTS X 110 S.I. = 2,640 S.I. IIII TOTAL JG= 3,360 S.I. Illy, I I III�J ---------- r I n I O I J IP II. I I L � I _J., I II J L'I I( �I II 11-A II l ---------- I I !1!I LJ U 1'i I II I FF II II III L==== I I i6) � m1rr=1 �IL_J I li J � III I _: rfl III II rl II II - - - - - - - - - -- T' r I IIII II w111 CJ!:_= LL=J o II ------JJ L J r � 1 7 - - - - - - - - - -- L L I II o I I � `-, ------ --:2 r= ----- r J LL r- =- r-a--1i 1 =_- I I 1 LQO' JL_�ewJl III L J 2 i1IILJ � j l A2-20 IIII n I ' I I I I III II II I I I I III II II I ""`^^^ ` I IIII�I I i --JII u II II II r�II I --- ___ I ♦ 1 s I I `.K IIIIF-111 LJJIL i9i ICJ II I o 0 0 0 0 i o I b II L - -n - SIP ------------ -, 5==� r --3c 'I,I n + ' !I r - 1 I j1LJJ LJD� -JLJ IIt=� -- Lr II iIIjr11 IIIJJ I ri II r ,r-------_-- II Ilrn I I Jj I III III lei- -1) �-�/' - --=---------- ==r--- ,r--------- }{ I I I ] I I �--1_ ,II ,l I II �i,i J II r- IL, Ir- I II I II III ,�i C� II _J� I L. cir== II I oO - MII I III III __ _ 13 Eh O O j I III II I I III II =_ I II I I II I I II I I II I u a ------------J�====_------� 11 n 1 III L------J� I -ITS u II Y_JI ILJ D U I ICE \�I I rrt------r IIII Illr� I II I �A, r 11 II I 1111�J I III II 11 II II IIII tl I II I III IIII li I I ICI � II IrL_--,I --------� L=J 1, I� I I 0$IL JI %- _' I I ---- J JI 1 _ C - _J II.T T 1 _ _ _�__ L =J ----- ArL :1�-- -3r=�� -----_�=n I i•� I u LJ ii 3 III --I------ IiI�iI(6 W A22 _J =siIILrI -- I� IIIlIi IIIIII 1 II'IIII �=-ter _- I II I I I ii = et�J LLLjI: - <<J I III III I�ii I ii' O O � � lii II I I Jif i liI °II "II I III III 1 I= - IY�• I I I I it i � Illui II I II -- I ll II IF II--JL-n11 J T I IIL _ J J I l l I I I I - i I� ­J� -'AL I I II III iA� II i9' I�r lil 11 I �I III ' II L-------------- II I III III I I - r:IT----------- i I� III I�i -11 I�I L------------- - I - - - - - - - - - - - - - - - - - - - - - - II I IL=====----- 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 ROORCEILING (TRUSSES) EXTERIOR ROORCEILING (TRUSSES) 1 HR X/AD-XX, X/AD-XX INTERIOR ROOF CEILING (JOISTS) 1 HR X/AD-XX, X/AD-XX EXTERIOR ROORCEILING (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 I� �I 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. X HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN D 61.0 /1 4'-0" OF THE FIRE WALL ®)®) EXTERIOR BUILDING MAITENANCE EQUIPMENT AND ANCHORS - REFER TO STRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITH TRUSS DESIGN EE] ` 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 ElLINE OF BLDG BELOW lCANOPY BELOW E7 ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT KEYPLAN 0!4 111111. 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF r C) Q U Q z Q Q Z U) I- LLI v J F_ w LO T_ L0 W r Nt W No. Date Description H 10 W r� v U Ll 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 ARC,S,,T ILL N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of C m_ License Stamp o BUILDING A ROOF PLAN BUILDING A ROOF LEVEL PLAN I SCALE: 3/32"=V-01 1 I COPYRIGHT n A2-1 8 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 UNIT2.46 UNIT 2.4A STAIRA3 UNIT 4.1H UNIT 4.1H UNIT0.1B UNIT 0.113 SMOOTH FIBER CEMENT SIDING: AD-XX UNIT 2.46 UNIT 2AA UNIT 4.1H UNIT 4.1H UNIT 0.113 UNIT 0.113 UNIT 2.1F-R UNIT 2.1E-R UNIT 2.1C UNIT 2.1B UNIT 4.1C-R UNIT 4.1B-R ADHERED MASONRY VENEER: AD-51.0 UNIT 2AA UNIT 4.1G UNIT0.1B UNIT 2.1F-R UNIT 2.1C UNIT 4.1C-R UNIT 4.1F UNIT0.1A L UNIT 2.1E-R UNIT 2.1B UNIT 4.1B-R GFRC WAINSCOT: FITNESS STAIR A3 UNIT 3.4A LOBBY UNIT 2.1D-R UNIT 2.1A 12'-1" UNIT 4.1A-R EXPOSCONCED IVE PR/OFILETHICK MATCHING CAP AT TOP OF WALL GROUT EXPOSED CONCRETE ROOF SHT'G _ o T.O. PL-� HpR 0 0 �. 0 JLDISTANCE °❑ ❑❑❑ 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. 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 --------------- Egg -------------- --------------------- -TO -WIDTH OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. T.O. HDR - G 3.1 3.3 �43 •---------------• FLOOR CONTROL /DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD51.0 6TH FL SUBFLOOR _ T.O. PL HDR zo ----------00 000 I I I I I ---- 4 D 00 I I I I I 1 I 1 ❑ ❑❑ D a 1 0 1 , I 4I I - HD �0 ROOF -_ - L' T.O. PL CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 0 W AD 61.0 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. AD 61.0 T-- 5TH FL SUBFLOOR------- -- ------••----- . O. PL_� HpR ------ ------ -----------------------------------•-------- ----------- ----------------------------------------- [,1117 ]-- ----- ❑❑ °O° I I -- °°O -- -- --' I p F I -------------- -- ---- ----a --- --- -- °° °°--------- -- -- --- ❑❑❑ °° p 1 _ --------- - ❑ --- _ 4I - -- --- -- 5 --� -- - - HD �-T.O. PL � � EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 4TH FL SUBFLOOR _------- ------------------------------------ T.O. PL-� - - HDR NF] • ------ ------------------------------------------------------- ------------------- -------------------- ----- ❑o ❑❑❑ •---- -----------------. - . ❑❑ _ 4 ❑ ❑ ❑ °° L 4 4 L -------- -- -- ------ -- a 41 I --------------------- 4TH ------------- -- HDR D FL SUBFLOOR -_ - LT.O. PL 1� RETAIL STOREFRONT 2� METAL GUARDRAIL �° CO 00 144.50' FF - -------- ------------- 3RD FL (PODIUM HDR """"""""""" LEVEL) T.O. SLAB 0 ----- -------------- - -- - - -- - - - """""""...."'--' -' - - -- - - -- - - -- - - -- - -- - - � � - - � - - - --- oo - o' ---- ---- m --------- --- - - - -- ------------ -------- ❑❑ ❑❑---------' ------ ❑❑❑ °° - -------------- ---- ----- F�l -------------------- --------- __ Q F1BELOOREl --------- LT.O. PL D HDR - � 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 ❑ 0 134.42' FIF4=4 _ _ ....-----.. _ 2ND FL T.O. SLAB HDR 21 __.__.__.____ 0 0 ___----------------_ _-_ °°° 0 _________ 0 - _ _________ __________________________'_ °O ____ �____________;_ . °° 0 - IDgq I I - ...;............�......�............;... ;..._ _....__.__ ...,.. ' °O °°d '_ ❑❑ ---------- -- 4 -- ------ -- . , 4I ----------------------------------- •--- H DR D N � 83 - -L R L-T.O. PL 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 112" 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 co m Co 4❑ METAL CANOPY 124. FF 123.21' FF ---------------- 1ST FL T.O. SLAB AT LEASING ------- - 4 1 _______ _ ----------------- - --- ------ - --- -- TYP. 3.1 3.2 TYP. 2 TYP. 1ST IF T.O. SLAB S ON GRADE 5 SIGNAGE 6 ART MURAL T S R Q P N M L �8 0 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. 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"=V-0 2 ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 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 0.3C 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 UNIT 4.1 B UNIT 4.1C UNIT 0.3B UNIT 0.3B CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 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. ' 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S 1 1 1 1 1 1 RECOMMENDATIONS. 1 1 1 1 � � 1 1 1 1 1 I I I I I 1 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 I I I I I I I I I I I 1 I I ROOF SHT'G. _ T.O. PLJ� - -H IR , ❑ I I ❑❑ HFIH I I ----- ' I I I 5TH FL SUBFLOOR -- T.O. PLzj �0 --------------------------------- ❑ ❑❑ -----------y----- _ 4TH FL SUBFLOOR --�- T. O. PL�� HDR ------------------ ________O ________OO ______ ___ ' ___ -------------------- _ - - - - - --- - _ ------------------ I - 150.54' 3RD FL SUBFLOOR --�--- T.O. PL:J HDR -----------....0 ------..o ------- --- --- ------ ------ ----- - \ / - \ �r---- ---- =---- __ _ - ---------------------� ------ .. - - - - 140.46' BUILDING KEY PLAN ------ ---- ----- 2ND FL SUBFLOOR - _- ---�-- T.O. PLj _ HDR ---- ---------------o --------oo ------ --- I I --- -; ----LT-----•----- \ , , - \ _ _ ------------- I --------- ------ _ 128.58' N � co �o >C / x 5TH STREET 01) 124.70' FF co - 1 ST FL T.O. SLAB ----------------- ------ ---------- ------- ----- _ ON GRADE TYP. 3.1 3.2 TYP. LEI TYP. 10 9 8.8 8 7 6 5 4.3 3 LIJ LIJ Bof 0I— A2w U O ILL.0 LI J z N 4TH STREET (I 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 E1� D 7 7l ,[ O AC K II\ ES'1'AV EN' S 4199 CAMPUS DRIVE I RV I N E, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ 0 1u Q z Q Q z Q U) LLI U) F_ Ict LO T_ L0 015 T_ 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 ARCy11 No. C29795 RENEWAL DATE AUGUST 31, 2023 �F C o_ �F License Stamp BUILDING A NORTH & EAST EXTERIOR ELEVATIONS A2-20 W G m /D v U W 2 U Z Q J Ir-n VN! LL COPYRIGHT (C 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,AD 51.0 UIVII U.- UNIT MD UNIT 0.1D VIVI1 -Im UNIT 4.1K UNIT 4.1 K uIll1 -- UNIT2.6A-R UNIT 2.6A-R � SMOOTH FIBER CEMENT SIDING: AD-XX UNIT 0.1D UNIT 0.1C UNIT 4.1J UNIT 3.213 UNIT 2.6A-R STAIR A4 ADHERED MASONRY VENEER: AD-51.0 ENTRY UNIT 3.2A RESTARAUNT GFRC WAINSCOT: B A c EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL Etl GROUT: CONCAVE PROFILE 3.3 3.1 A2-40 A2-40 I TYP. 3.2 3.1 TYP. , AVERAGE HEIGHT OF ROOF EXPOSED CONCRETE ❑❑❑TF- n:E]WALLS oo HDR ROOF SHT'G----------- - �-T.O. PL 1 EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, .______-'- INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION 11 AD 51.0 F y y ' ------------------------------ ------------ ------------- ❑❑❑ ❑❑❑ I I I�HF�Hln ❑❑ ❑❑❑ 1 , 1 1 --- - HDR 7TH FL SUBFLOOR T.O. PL ; OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP 1 OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. '---------------- FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 AD 51.0 �� _____ _.___ I Fill ___________________-._______ ____,._______ 1 i�Fnl ___.,________________-________ __ ------------------------------------------------------ - °° °O° _ _ HDR 6TH FL SUBFLOOR �-T.O. PL G 0 W C 14 CONDUCT R HEAD & OVERFLO OLOR TO MATCH ADJACENT SURFACE AD 61.0 I U.N.O. METER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, 22 AD 61.0 1 l IF__ 60.63 1 . _ ; 1 11 �c - i \ / �- - --- 000 ---------;----------------, ----------- 13M i �'. °° °°° ------------ ------ ----------------- - ---------------------------- --- °O° DR FnF T - -_ �-T.O. PL = BFLOOR 4TH FL SUBFLOOR - - �-T.O. EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST ° VENTS AND ANY OPENINGS INTO THE BUILDING 1 RETAIL STOREFRONT 1 50.54 _________________ 71 I Li � HDR n n PL METAL GUARDRAIL -000 ---- o00 "-"- """"" """" _.._ ......I .........._____.._..................i....................___ -------------------------------------------- .. _ .._.._.. ___ ............... _.._.. ❑ HDR 144.50' FF 3RD L POD FIUM 2.1 GLASS GUARDRAIL 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 40.46' J ' ________________ I PP11 PLE LEVEL) T.O. SLAB 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP -- - -[1 134.42' FF 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 1 ----- -'--" o00 "- -"--------" ----o-"-- `- --- _LIL I HDR 2ND FCT.6'B-- 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP 128.58' -----------_, -- _11A E 123.80' AVERAGE GRADE PLANE EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 11/2" DEEP 4 METAL CANOPY . r- --- - i I 1111 _ A YB C.2 D G G.7 2 TYP. K L M �N ---- TYP. 4 LEI TYP. � D P��� ------ - S j �T� 122.66' FF _------------- ---- 1 ST FL T.O. SLAB AT RESTAURANT 5� SIGNAGE l ART MURAL 0 TRELLIS �R ❑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. 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"=V-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 2.6A-R UNIT 2.2F-R UNIT 2.213-R UNIT 2.2E UNIT 2.413 UNIT 2.21D UNIT 2AA 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 2.6A-R UNIT 2.2C-R UNIT 2.26-R UNIT 2.2E UNIT UNIT 2.21D UNIT 2.413 2AA 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO UNIT 2.6A-R UNIT 2.213-R POOL DECK UNIT 2.21D UNIT 2.4A CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. RESTAURANT RETAIL LEASING / AMENITY FTINESS 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. 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 A2.4t 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 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S ROOFSHT'G _ --- ------------ --- --- --- ----_---____-_ ____-- --------------- _ ------ - RECOMMENDATIONS. T.O. PLJ - --DR- T7I 0 0� 00 I 0 ❑❑❑ ❑❑ ❑ ❑❑❑ HD - T.O. PL - - � � 7TH FL SUBFLOOR T.O. PLJ - ------------------------•-----------------------------F------------- - D ---- ❑❑ - -- ���LEE----❑o❑ - - I ------- ������������ ������������� ��������������----------------------------�-- \��\����\��� 000 ���������� ���������� oo ------------------------ 7TH FL SUBFLOOR ❑ ❑❑❑ HD LT.O. PL _ 6TH FL SUBFLOOR T.O. PLJ _L] HDR F�� n� I 00 ;; CF 000 a❑ 0 00 D �� 00 00 D �� D❑ o D D❑ __________,•_________ ______._____________-_ 000 00 ___________ __________ 0 000 6TH FL SUBFLOOR - T.O. PL HD i 5TH FL SUBFLOOR T.-0-PLO - _ - D ------- �������� _______ ❑❑ --- ----- ❑❑❑ - Ml L I - I ______ ����������� ____ _ ���������� ���������� a❑ ❑❑ 5TH FL SUBFLOOR ❑ ❑❑❑ HD iv _ _ 4TH FL SUBFLOOR T.O. PLJ - --------------------------- CHDRFIFUIFTF 1 ------------ ❑❑ ------------------------------------------------- ❑❑❑ _ "I IEEEED oo ❑❑ q 4TH FL SUBFLOOR 0 000 - T.O. PL HDR 144.50' FF 3RD FL�P�M LEVEL) T.O. SLAB HDR ---------------------------, ' ------------ I ----•------------------------------------•------- I C ---------------------•- --- ---------------------------------------•----------------- ro tttj -_ 144.50' FF ------------------------- ❑❑❑ HDR 3RD FL (PODIUM LEVEL) T.O. SLAB 134.42' FF 1 1 ; o 0 Eo 13_4.42' FF BUILDING=EIL] KEY PLAN -SLAB 2ND FL T.O. AB - - - - - - -- HDR - - L ------- - -- -- - - -- -- -- -- - -C_ - - - HDR 2ND FL T.O. SLAB N 123.80' AVERAGE N Lrl GRADE PLANE 5TH STREET 122.66' FF 1 ST FL T.O. SLAB AT RESTAURANT 6 1 TYP. TYP. 4 0 0 F= of123.21' 2.1 TYP. 1 TYP. 4 TYP. 9 2 TYP.[-�ETYP.'--[1 ]TYP. TYP. 3.1 --------- ----- 3.2 TYP. 5 FF - - - 1ST FL T.O. SLAB AT LEASING F- �2;i 5 5.2 6.2 7.2 8.2 8.5 �9.7; �1 12 33J w w w Of Of w z ILL 0 N 4TH STREET (1 1 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 EI7#_0 A K IN V ES' FINAEM'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 LO r L0 015 T_ 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, �0 No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF F���\� OFCAS\ License Stamp BUILDING A SOUTH & WEST EXTERIOR ELEVATIONS A2-21 N Cq ME COPYRIGHT U ROOF SHT'G. T.O. PLT 1HDR 7TH FL SUBF T.O. PLT 6TH FL SUBF T.O. PLT CHDR DR a, CO 5TH FL SUBFLOOR-, T.O. PLT DR 4TH FL SUBS T.O. PLT N 00 144.50 FF _ 3RD FL (PODIUM LEVEL) T.O. SLAB 0 134.42' FF 2ND FL T.O. SLAB �r 123.00' FF 1 ST FLTM AT RETAIL CHDR I INIT 9 7R QTAIP AA I MIT J RR TYP. EAST COURTYARD EXTERIOR ELEVATION I SCALE: 1/8"=l'-O" 13 UNIT 1.2B UNIT 1.1E-R UNIT 1.1D-R UNIT 2.21D UNIT 1.213 UNIT 2.2E UNIT 1.2B UNIT 1.1 D-R UNIT 1.1A-R UNIT 2.21D UNIT 1.2A UNIT 2.21D Ell I,, N oil LE no LE ENO n 2 1 TYP. TYP. 1 3.1 L­­1 3.2 1 TYP. ROOF SHT'G CHDR CT.O. PL 60 7TH FL SUBFLOOR CHDFF- -CT.O. PL co 6TH FL SUBFLOOR CDR - -CT.O. PL 00 zn 5TH FL SUBFLOOR CD R -CT.O. PL co HDR HDR .4TH FL SUBFLOOR C T.O. PL _�+144_50' FF 3RD FL (PODIUM LEVEL) T.O. SLAB 0 0 60 134.42' FF 2ND FL T.O. SLAB =SLAB AT RETAIL WEST COURTYARD EXTERIOR ELEVATION UNIT 1.213 UNIT 2.1H-R UNIT 1.1E UNIT 1.1B-R UNIT 1.2B-R UNIT 1.213 UNIT 2.1H-R UNIT 1.1E UNIT 1.113-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 UNIT 1.113-R UNIT 1.213-R UNIT 1.2B CLUBHOUSE RESTROOMS CORRIDOR UNIT 1.2B-R FE 3.1 loom on I F11 I I allil ENO LE I ri. pi. i �!i �!i 9:11 F11 -1 LE: F1_1 Fll�, I El El [11 :11 4 TYP. 1 TYP. TYP.[0- 3.2 TYP. 2 TYP. 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 WALLLl ElRETAIL STOREFRONT 2❑ METAL GUARDRAIL 2.1 GLASS GUARDRAIL ❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 3.1 32 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 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 METAL CANOPY 4❑ �5 SIGNAGE ART MURAL 6❑ ❑7 TRELLIS �8 FLAT CONCRETE ROOF TILE ❑9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION GROUT: CONCAVE PROFILE EXPOSED CONCRETE 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 c 14 CONDUCTOR HEAD &OVERFLOW, COLOR TO MATCH ADJACENT AD-61.0 22 AD-61.0 SURFACE I4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 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. SCALE: 1/8"=l'-O" 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. 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 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. ROOF SHT'G CHDR T.O. PL 00 7TH FL SUBFLOOR HDR T.O. PL 00 CDR 00 00 HDR o co 6TH FL SUBFLOOR l PL 5TH FL SUBFLOOR T.O. PL 4TH FL SUBFLOOR T.O. PL 144.50' FF 3RD FL (PODIUM LEVEL) T.O. SLAB BUILDING KEY PLAN 5TH STREET wIll w UJ U) co w U z w U_ 3 2 0 w w ry w I- z 2i 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 E1� D 7 7l ,[ O AC K II\ ES'1'AV EN' S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 C) Q U Q z Q Q z LJJ w ry U) w LO V_ L0 LO V_ Nt No. Date Description H m U W 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, ARC y�T LL N N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 of License Stamp 00 BUILDING A COURTYARD ELEVATIONS SOUTH COURTYARD EXTERIOR E L E VAT I O N SCALE: 1 /8" 4TH STREET COPYRIGHT n BUILDING # A2-22 TYP. 1 HOUR 9 ROOF / CLG AD 21 ASSEMBLY T.O. PL HDR TYP. 1 HOUR 00 UNIT R /CLG AD 21 UNIT CORR FL 7TH FL SUBF O R ASSEMBLY T.O. PL HDR TYP. 1 HOUR oo UNIT OASSE CORRIDOR CORR FLR / CLG 6TH FL SUBF O R MBLY T.O. PL HDR TYP. 1 HOUR 20 UNIT / I 4 00 UNIT D 22 1 CORRIDOR CORR� AD 33 ASSEMBLY 5TH FL SUBF O R T.O. PL HDR �00 CORR 4TH FL SUBF O R — CLUBHOUSE T.O. PL oo HDR TYP. 3 HOUR OR (ORIZ. ASSEMBLY PARKING CONCRETE GARAGE STRUCTURAL CORR 144.50' FF SLAB --TR-D FL P D LEVEL) T.O. SLAB HDR SPA 1:1 POOL Q (OFIZ. ASSOEMBLY UR o� -71 b CONCRETE STRUCTURAL 134.42' FF SLAB 2ND FL T.O. A in RETAIL TYP. 2 w "DRYCRETE" AD-33 I I I CONCRETE MAT SLAB � 1239Q FF 1ST FL T.O. ATEBTAT R- ETAIL �T i �S i R i �Q) P.6 CP. 54P. 4 Y P i (N.4YN�N 1 (.3)�M Y\L.6 Y, L 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"=1'-0 2 TYP. 1 HOUR 9 ROOF/CLG AD-21 ASSEMBLY T.O. PL -I HDR DECK UNIT CORR UNIT UNIT CORR UNIT DE I 7TH FL SUBF O R _ 11 1 1 T T.O. PL HDR TYP. 1 HOUR � � DECK UNIT 20 CORRIDOR FLR /CLG CORR UNIT UNIT CORR UNIT DE D-22.1 6TH FL SUBF O R I ASSEMBLY T.O. PL -I HDR TYP. 1 HOUR UNIT / UNIT 1 UNIT b-) bo I DECK UNIT CORR FLR / CLG AD-21 UNIT CORR UNIT DE I 5TH FL SUBF O R ASSEMBLY T.O. PL - TYP. 1 HOUR HDR I UNIT 20 UNIT / DECK D 22.1 CORRIDOR CORR UNIT ASSEMBLY UNIT CORR UNIT DEC 4TH FL SUBF O R - T.O. PL HDR I UNIT TYP. 3 HOUR N HORIZ. ASSEMBLY 0 17 -CONCRETE CORR CORR 0. 0o i DECK AD 21 STRUCTURAL UNIT UNIT UNIT DEC 144.50' FF SLAB 71� 3RD FL - (PODIUM HDR I UNIT TYP. 1 HOUR ij LEVEL) T.O. _ I HORIZ. ASSEMBLY CORR SLAB 13 - CONCRETE CORR � AD-21 STRUCTURAL UNIT 134.42' FF SLAB _ I 2ND FL T.O. SLA I eo HDR UNIT TYP. CORR "DRYCRETE" CORR � I CONCRETE UNIT w E:122 66' FF MAT SLAB _ 1 ST FL T.O. SLA AT I� L7 RESTAURANT Iw 1 2� (2.1 (44, r�.8 i5.3 i53 i63 i7. � i83 �8.5 , 8.7 9.6 7 10. 10310� (11/1 1 (11.5 11 . 7, (12 Cl 3 OVERALL BUILDING SECTION A 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 E D OAK INVI'SI' AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 NA TF i 0 N d� Q U Q Z Q Q Z Q () w w U) F- w LO L0 015 Nt W MA Wh No. Date Description H 10 CIDW �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 0. SED ARC,yJl� ILL CV No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 1 qTF OF- C A\- License Stamp o BUILDING A SECTIONS A2-30 COPYRIGHT TYP. 1 HOUR 9 ROOF / CLG AD-21 ASSEMBLY _ _ I T.O. PL ---I HDR 6; I UNIT bo 7TH FL SUBF O R T.O. PL HDR I TYP. 1 HOUR I 1 UNIT / UNIT 0, UNIT AD 21 FLR / CLG UNIT 00 6TH FL SUBF O R ASSEMBLY — — I T.O. PL ---I HDR UNIT UNIT w I I 5TH FL SUBF O R T.O. PL — HDR I UNIT UNIT oo 4TH FL SUBF O R — I T.O. PL HDR TYP. 3 HOUR N HORIZ. ASSEMBLY COURTYARD 9 UNIT 17 -CONCRETE UNIT 0060 I AD 21 STRUCTURAL 144.50' FF SLAB 3RD FL (PODIUM HDR I LEVEL) T.O. SLAB 09 bo 134 42' FF _ 2ND FL T.O. SLA I RESTAURANT RETAIL 0o HDR TYP. C� = I "DRYCRETE" a, I CONCRETE Z MAT SLAB 122.66' FF 1ST FL T.O. SLA AT I� RESTAURANT Iw Ia- 1 2� �2.11 i4.� 8�/ i5.2�/ i5.555�1 OVERALL BUILDING SECTION C 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 0 A K INVLSTIMEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 NA TF i 0 N Q U Q Z Q Q Z Q U) W W C) F- NT W LO LO 015 Nt W wo No. Date Description H 1 i W r� 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 ' with the work. The client will be responsible for any defects in construction if these procedures are not followed. 0. D ARC,y'1T ILL 0-4 CV No. C29795 C) RENEWAL DATE AUGUST 31, 2023 qTF of- � CA��F��� License Stamp o BUILDING A SECTIONS A2-31 COPYRIGHT B rA A2-40 A2-40 1-HR 9 ROOF/CEILING , AD-21 i I , T.O.PL _ _ _ _ _ I T.O.PL - , HDR _ - HDR _ ROOF DECK 9 ------------ 1-H R 00 AD-21 ROOF/CEILING = I I I °° UNIT DECK I -------------------------------- ------------ C 7T-H FL SUBFLOOR - - - - i ...................I.............= 7TH FSUBFLOOR ........ ■■■■■■■■■. , T.O.PL _ _ _ _ I I T.O.PL _ _ _ HDR _ �� I HDR I I , I I I , ,= 00 UNIT I I I , 00 UNIT DECK I rig - C 6TH FL SUBFLOOR - - - - - - I I ...............................p........... 6TH FL SUBFLOOR - - - - - I ......... .......... T.O.PL _ _ _ _ I I T.O.PL HDR _ I HDR I I E 1-HR r1 FLOOR/CEILING 4 RATD I , AD 21 DEOCK/CEIEIING AD 21 , TYP. ao UNIT 1 1-HR I I a0 UNIT DECK I AD-21 FLOOR/CEILING I I C 5TH- FL SUB- FLOOR- - - - I I .. 5T-H FL SUB-FLOOR4. - - - I .......... T.O. PL _ _ _ _ _ _ I I T.O. PIL _ _ _ _ _ HDR I HDR xI E , I � I 00 UNIT I LI 0° UNIT DECK I I ' I I C 4TH FL SUBFLOOR - - - I I .............................................. 4TH FL SUBFLOOR _ _ ,........ .......... T.O.PL _ _ _ _ I I T.O.PL _ _ El HDR HDR I E �I, I 3-HR iv I N 17 FLOOR/CEILING I AD-21 , o o I a0 c0 UNIT 17 3-HR I a0 0° UNIT DECK I ' AD-21 FLOOR/CEILING I , I 144.50' FF iJJ FF I , ' 3RD FL (PODIUM LEVEL) T.O. SLAB I .......... ..... ....... ............144.50' 3RD FL (PODIUM LEVEL) T.O. SLAB ........ ............. ....... ........ 1 HDR _ i HDR _ 2-H R i 13 FLOOR/CEILING o i o o I o , ao 13 UNIT 2-HR bo UNIT AD-21 FLOOR/CEILING 134.42' FF �� 134.42' FF 2ND FL T.O. SLAB 2ND FL T.O_SLAB _J _\��� _ HDR HDR 00 CIP o , I � O I , UNIT I I '� UNIT I , 122.66' FF I 122.66' FF I , , 1ST FL T.O. SLAB AT RESTAURANT _ _ • . • . • I • . •• W I _ ' 1ST FL T.O. SLAB AT RESTAURANT _ • M • •• . • •. •i W I • Z � �11� Z J , 611m } I ­_I } �I LL WI WI 0 0 WALL SECTION ' B' SCALE: 1/4"-1'-O" B WALL SECTION 'A' SCALE: 1/4"=1'-O" A WALL SECTION NOTES FIRE STOPPING LEGEND PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES UL SERIES LISTING 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL AND ROORCEILINGS SHALL BE PROTECTED AS REQUIRED IN EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT � 1 � RETAIL STOREFRONT OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. CBC SEC. 714. WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL PENETRATION DESCRIPTION CONC FLOORS CONC & MASONRY WOOD FRAME WOOD FRAME AD 20 FINISH, TYP, U.N.O. ElMETAL 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 11 FLOOR CONTROL /DRAINAGE JOINT ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. HARD TROWELED FINISH &PAINT IN EXTERIOR CEMENT PLASTER AD-51.0 2.1 GLASS GUARDRAIL 22 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 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: 0 AD-XX �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 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 � ■ ■ ■ � 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" 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 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 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 ED7 OAK I VIES`IMh1V"1 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 IJ r L0 06 T_ 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 ARcyIT No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA_\ License Stamp BUILDING A WALL SECTIONS A2-40 z Q J r� V / L.L N C) CN r C) 00 C) COPYRIGHT (2) rD C 'A2-41 • A2-41 AVERAGE ROOF SURFACE7_1 ' Architecture + Planning AVERAGE ROOF SURFACE ' -- - - - - - - - - - - - - - ----- 17911 Von Karman Ave. Suite 200 T.O. PL _ _ _ _ Irvine, CA 92614 9 i I HDR _ _ ktgy.com AD 2 949.851.2133 1-HR KTGY Project No: 2017-0934 t _ 9 ROOF/CEILING ROOF DECK I �, AD-21 ROOF DECK ' Project Contact: Debbie Holland Email: dholland@ktgy.com ------------- .......... -- I -- - - - - - Principal: Wil Wong .......................................................... 7TH FL SUBFLOOR ........................................... L.................................... ro ect Designer: D. Schoolmeester T.O. PL � J 9 ❑❑ - - - - - Project Director: Debbie Holland HDR 1-HR Developer 9 FLOOR/CEILING i AD-21 8> UNIT i I °° UNIT DECK I E D � O A K 1 ' 4199 CAMPUS DRIVE ....................................... }.................................... ........... 6TH FL SUBFLOOR RANI I I RVI N E, CA 92612 El El T.O. _ - - - HDR PHONE NO. (714) 342-2502 1 F OOR/CEILING 4 NON -RATED AD-21 �YPK CEILING UNIT 00 III I I IU I UNIT DECK I ....................................... P .................................... .......... 5TH FL SUBFLOOR T.O. PL . `KKK` ' x El El HDR C=7 (D w �= LL N CO (� UJ Q z { z CO UNIT m °° UNIT DECKD 0 m Q I I Z ........................................................................... ......... 4TH FL SUBFLOOR - - - - - T.O. PL _ _ ❑❑ HDR --- Z Q 3-HR O 17 FLOOR/CEILING i I 3-HR N 17 FLOOR/CEILING AD-21 AD-21 LIJ UNIT 11LLU 0O °° UNIT DECK � Q 2 U) 144.50' FF Z 3RD FL (PODIUM LEVEL) T.O. SLAB ......................................................................... ........ ° I ' I I HDR w ■ Lo ■ „6 o LO ■ o � I I 80 I � I 134.42' FF 2ND FL T.O. SLAB RESTAURANT , RESTAURANT I I HDR _ I 1 J No. Date Description H I ; - , r 122.66' FF I _ w 1 ST FL T.O. SLAB AT RESTAURANT ---------------------- -- - - co ZI , L' UwI � I = WALL SECTION 'D' SCALE: 1/4" -0" D WALL SECTION ' C' SCALE: 1/4"=l'-O" C U z 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 PROTECrEC�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 RETAIL STOREFRONT ' i shall be received from the architect prior to the client or clients subcontractors proceeding V CBC SEC. 714. WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 El 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 REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION CONC CONC & WOOD WOOD AD 20 FINISH, TYP, U.N.O. DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FOR ADDITIONAL INFORMATION, SEE 2❑ METAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. procedures are not followed. EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH 11 MEMBERS. WALLS WALLS FLOORS •---------------• FLOOR CONTROL /DRAINAGE JOINT ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. HARD TROWELED FINISH & PAINT AD-51.0 IN EXTERIOR CEMENT PLASTER AD . El GLASS GUARDRAIL 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 24 SEA ARCH U_ ROUND BLANK OR /�. 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 ��, �R F� SMOOTH FIBER CEMENT SIDING: ❑ - 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2112" WIDE x 1 112" DEEP AD-51.0 N 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO RECTANGULAR C AJ 0000 C AJ 0000 W L 0000 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 y> c� N AD XX 3.1 " CONDUCTOR HEAD & OVERFLOW, EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6WIDE x 1 1/2" DEEP DETAILS SEE AD-28 AD-28 BLANK OPNG � 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 * No. C29795 * O SECTION LEGEND COLOR TO MATCH ADJACENT FLUSH SUBSTRATE SURFACE. BLANK OPNG _ ❑ RENEWAL DATECN 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WALL CHASE F C 0000 ADHERED MASONRY VENEER: SURFACE 14 22 4 METAL CANOPY 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 AD 51.0 AD-61.0 AD-61.0 AUGUST 31, 2023 4" DIAMETER ALUMINUM LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. �yJ ��� C) SECTIONS 704. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 DOWNSPOUT, COLOR TO MATCH � SIGNAGE �, � O PENETRATION 2-HR FIRE BARRIER 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND QF \F GFRC WAINSCOT: CAL ADJACENT SURFACE, U.N.O. El ART MURAL SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 00 MULTIPLE CAJ1000 CAJ1000 WL1000 FC8000 TYPICAL INSULATION VALUES PIPE PEN � IN IN IN� 3-HR HORIZONTAL SEPARATION 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE License Stamp SINGLE PIPE I EXPOSED CMUEXHAUST TERMINATION -SEE : W/ 2" THICK MATCHING CAP AT TOP OF WALL fl TRELLIS ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO WALL CHASE F-C-1000 FRAMED ASSEMBLIES GROUT: CONCAVE PROFILE ° MECH. PROVIDE MINIMUM ElFLAT CONCRETE ROOF TILE CLOSURE OF FRAMING. BUILDING A WALL 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. INSULATION LOCATION VALUE DISTANCE OF 3' BETWEEN DRAIN F-A-1000 CMU EXHAUST VENTS AND ANY CONTRACTOR. 9❑ ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB SECTIONS PER IN FLR EXPOSED CONCRETE OPENINGS INTO THE BUILDING ROOF / CEILING R-30 BATH TUB F-B-1000 F-C-2000 CONCRETE 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 - PER IN FLR 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 SO. FT. ON WALLS & NOT MORE THAN 100 SQ. 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 AD 51.0 REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR ROUND DUCT A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS AVAILABLE FOR THE BID PRICE. 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 DUCT PEN NEAREST INSIDE CORNER. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND A2�41 CALCULATIONS. RECTANGULAR C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. COPYRIGHT n E A2-42 1-HR 9 G ROOF/CEILING AD-21 I I FF I I O ------ = ------------------ T.O.PL HDR _ _ I I � I I D' i � 0O UNIT DECK I I 7TH FL SUBFLOOR T.O. PL ` HDR I I � - I I D' � 00 UNIT DECK A2-42 I ' 6TH FL SUBFLOOR ' T.O. PL HDR Ll _ 1-HR i ' 1 FLOOR/CEILING 4 NON -RATED DI i _ AD 21 I I AD 21 DECK/CEILING _ TYP. i °° UNIT DECK I i 5TH FL SUBFLOOR I T.O. PL i HDR I I I Di � LJ i `° UNIT DECK I i 4TH FL SUBFLOOR T.O. PL - - - - - - _ I HDR _ I 3-HR 17 FLOOR/CEILING I DI °o `o UNIT DECK I I 2 144.50' FF 3RD FL (PODIUM LEVEL) T.O. SLAB - - - - - I - - HDR I 00 I ' i 134.42' FF Li I 2ND FL T.O. SLAB RESTAURANT fl HDR _ _ Co I I 1 � I I � j ' I 122.66' FF ' 1ST FL T.O. SLAB AT RESTAURANT _ - - Z WALL SECTION ' F' SCALE: 1/4"-1'-0" F WALL SECTION ' E' SCALE: 1/4"=1'-O" E WALL SECTION NOTES FIRE STOPPING LEGEND PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES UL SERIES LISTING 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN EXTERIOR CEMENT LASTER: WITH 16/20 FINISH, PAINT � 1 � RETAIL STOREFRONT OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. CONC CONC & WOOD WOOD REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION CBC SEC. 714. AD 20 WINDOW/DOOR TRIM: EP" 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. DESCRIPTION FLOORS MASONRY WALLS FRAME WALLS FRAME FLOORS FOR ADDITIONAL INFORMATION, SEE FINISH, TYP, U.N.O. EXTERIOR CEMENT HARD TROWELED FINIS "LASTER: O/ WRB WITH SMOOTH AD-51.0 FLOOR CONTROL / DRAINAGE JOINT 11 EMETAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. &PAINT IN EXTERIOR CEMENT PLASTER AD-51.0 2.1 GLASS GUARDRAIL 4. 22 PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 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: AD XX �3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP 5. WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 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 CONDUCTOR HEAD & OVERFLOW, 3.1 � EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6WIDE x 1 1/2" 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 7. FLUSH SUBSTRATE SURFACE. 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 � ■ ■ ■ � 3-HR HORIZONTAL SEPARATION � GFRC WAINSCOT: DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. El fl ART MURAL TRELLIS 8. 9. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE MULTIPLE PIPE PEN C-AJ-1000 C-AJ-1 W-L-1000 F-C-8000 SINGLE PIPE WALL CHASE F-C-1000 TYPICAL INSULATION VALUES FRAMED ASSEMBLIES I 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 CONCRETE EXPOSED CONCRETECONTRACTOR. DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 9� ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION 10. 11. 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 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 PLA 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 c EGREGATE AREAS NOT EXCEEDING 11 SELECTIONS. TOILET PEN F-A-2000 F-C-2000 MORE THAN 144 SO. 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 APPLICATIONS. DISTANCE BETWEEN REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE JOINTS SHALL NOT EXCE A LENGTH -TO -WIDTH RA ED 18 FEET IN EITHER DIRECTION OR IO 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 DRNERS 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'FINAEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T2, TF i r 0 N d� Q U Q z Q Q z Q U) W W U) F_ W LO r L0 015 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,yJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp BUILDING A WALL SECTIONS A2-42 z Q J r� VM! ILL N C) N r C) 00 C) COPYRIGHT (C) I 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 AD 28 TO AD 28 DETAILS SEE 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 / 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 PENETRATION DESCRIPTION ROUND BLANK OPENING RECTANGULAR 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 UL SERIES LISTING CONC CONC & WOOD FLOORS MASONRY FRAME WALLS WALLS PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. WOOD AD 20 FRAME FOR ADDITIONAL INFORMATION, SEE FLOORS C-AJ-0000 C-AJ-0000 W-L-0000 C-AJ-0000 C-AJ-0000 W-L-0000 SECTION LEGEND F-C-0000 C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 2-HR FIRE BARRIER 3-HR HORIZONTAL SEPARATION FRAMED ASSEMBLIES CMU CONCRETE C-AJ-1000 C-AJ-1000 W-L-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 ROOF SHT'G. T.O. PL HDR QI i i 00 UNIT DECK 5TH FL SUBFLOOR - T.O. PL HDR _ o� - �I 00 UNIT DECK HI 4TH FL SUBFLOOR - - - -r r- ........:...... ............ T.O. PL _ _ _ HDR ' 1-HR 1 FLOOR/CEILING 4 NON -RATED DECK/CEILING AD-21 AD-21 TYP Q 0D UNIT DECK � C 3RD FL SUBFLOOR - - - ........p...... ..:.......... ■ T.O.PL. HDR _ ' ■ ■ 7� i 00 UNIT DECK LE_: 2ND FL SUBFLOOR - - - - - ........■..... '■ ..:.......... 2 T_O.PL. _ _ _ _ HDR ■ ■ Co 00 i UNIT PATIO bo 124.70' FF I -1 ST FL T.O. SLAB ON GRADE - - - - - - ---------------------,---------------------- L 11. ELEVATION LEGEND I ELEVATION KEYNOTES 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 FINISH, TYP, U.N.O. METAL GUARDRAIL 51.0 EXTERIOR CEMENT PLASTER: 0/WRB WITH SMOOTH - 11 � HARD TROWELED FINISH &PAINT ----------------- FLOOR CONTROL / DRAINAGE JOINT AD AD 51.0 2.1 IN EXTERIOR CEMENT PLASTER GLASS GUARDRAIL SMOOTH FIBER CEMENT SIDING: �3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP AD-XX o CONDUCTOR HEAD & OVERFLOW, 3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP COLOR TO MATCH ADJACENT ADHERED MASONRY VENEER: SURFACE 14 22 ❑4 METAL CANOPY AD 51.0 AD-61.0 AD-61.0 4" DIAMETER ALUMINUM SIGNAGE GFRC WAINSCOT: DOWNSPOUT, COLOR MATCH El U.N.O. ADJACENT SURFACE, U.El ART MURAL EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL ® �7 TRELLIS GROUT: CONCAVE PROFILE � EXHAUST TERMINATION -SEE MECH. PROVIDE MINIMUM ❑8 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 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'-0" 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 I] Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 N d) Q U Q z z a U) w LU vJ W LID LO 06 r No. Date Description 00 U) 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 reasonablybe aware. Written instructions addressing such perceived errors or omissions 9 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 ARcjy,T U_ A N N No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 �Q 1 qTF OF r C) CA�� License Stamp o BUILDING A WALL SECTIONS BUILDINGA2�43 COPYRIGHT n HMO (H.3 11 L NA N 11 X 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" 1 18'-0"1 8'-7" 1'- / " I I I I I 1 1 y 2 A5 78 A2-60 A2 70 I I •1 IT• I I � I I I I zo 12 I 126.00' 1 127. 11 o All!R 0000 E�-------------- --�_ - - 00000 - - - - - - - - - - - - - - I I I 000000000 •• •.I••' 1 •' •'I •• • UP 0 1 1 I I I 0 0 0 0l 81 UNIT 0.2AI $gT'AIR B1 I I -I - - eeeee - - B 101 I / i I IIG I ----J 1 1 L____J__ __J °°O°O°O 12 I I , L__ I ■ - 12 1 u��U�� 1 c FIRE P M P ; I I I I ' I I I I I I I I I TLL 7 I ROOIM _ I_ _I __ I- --- 1 r---- --- r--------- , r-- , S A5-80 w-- F I I a I I I I 1 IT I �� LJ - - -� - _= 1 m I I I I--------� Y UNIT 2.2P-R lI°J I o OSTER LIMP Y I T I I------------------i-------+------------+-------------------------------------+------------- +-------- ------------------------- ROOM o A5-26 °°° 12 12 I °ee 000000c°., ' I o0000o 0000o i o00 ch L wl - °°°°°°°°° II 1 - I 12 °°°° I I 131.61' eoo e II CORRIDOR II VENTILATI N 1 t I I 126.70' 126.70' 6.68' fr 7 SHAFT 1 12 1 -1 I I LLJ 1 ■, I ! 3 UP sr L_i_ 1 �6.70' f2 co N � ' M l!i I L---------- - o -- __J L - - _J BIKES , I I � I -- 11 ❑❑ ® LL I I I I I I- - I I I I i I I I I ---- I I 13 �I V I I I +-------t------ I ------t---------- I 131.84' I ; I .84' I II --_�I - - - - - + - - - - I - I - I - - - - - - - - I I F-1 � -. 1.1F-R LJ - I - I M --�-�- - _UNIT _- �3 - - -=1 - - - - - - A5-12 I I 1 I 127.13' of of o.i. J----- - I rrt --- ------- -------------- - - - - - - --------' ' I F _ 126.70' II 1 11t I 12 0' 127.30 I Ll Ll:� I NO P 3 1 Q _ 4 1 El4 I I I ' o00 0 000 0000 - - - - - - - - I I I, � ... °000eoo 0 00o°000e o°o°000 I o0000 00000 0o I UNIT 1.3B I F c I 1 30' 000°o o°o o° o00 o eoo o 11 .30 I I I I ___J N B104 L 126.7 L____ ____J ----T- zo A5 14 I 4 J - -- tom- 126.57 _ _ a a _ I 0 o J N 130.1 ELECTRICAL 11 N 4 67% UP 2/o I UP 5/ - I a0 N N _ N o N 2 N A2 61 (V bo 0 N co I N co 0 co I I I I I 1 1 A2-70 I I E-2. ROOM I I I ' E--> => - - - - - - - - - - - - ----i--- _4" - 130. 13 0' Z1 >o----------+------------ +-------- ------------------- -----+--- - .00 0000 - O°o°°o°°o°o I - - - - - - - - - - - - - - I -��- 176' I r - � r - - - r - - - - -- - � -- - - � - - - - 1 M \ o°o °OOOOO°O°O °O `� I J I - - �� I I 1 1 � I 1 I 1- 11 VAN I I 12' 1 MAILROOM I I TRASH -J I L----J L---_ ---- 25.8 1 VErSTIBULE PARCEL 11 12 6.70' i I a I I TRASH 9 I 1 126.70 1 LOADING 1 0 I 2 1 I 128.76' 1 �� I I--- ---- I � A564 12730' 10 r-� I I------ j 1216.0T 2 N 11 1 126. I A2-60 ..:.. ... :., .::.... t.. --- ---- --------- ---- -- --- ---- o I I I I I - - - D.% i i 10 10 10 N 467iv I 1'- 25-0" 6-0" 19'-8 1 / " 10'-7 1 /2" 1'-0" 23'-10" I 23'-10" 10'-5" - - -7 1�2" 1'- N I ' 1 SP o' 10 o 0 - - - - - - - -I - -ILi Ir i�� m � J l r� Im L J I ELEV. B1 ELEV. B2 ' IDF pl i Co of N A5-92 C,I °z CD I 211/ � N _ o I' U q II o p ' II I n,ll , II I mll II I I N ® � - UNIT 1.1G � UNIT 1.1H F_ �� � - _ UNIT 3.2C M r B109 B110 116111 A5-12 A5-12 \ J A5-32 iv UNIT 4.1L-R ii IIII o B105 10 I [21 LL "j - N II 1 p E UNIT 4.2A-R UNIT 4.2A II ° 10LE iv 6112 1 ° N L - - - - - - L J 1 F'i F 0 A2-70 rrl LJ I LJ I a L J b El 5'-6" '-7' 71-0" '-7' 2" 23 -10" 24'-0" 5'-6" F -9 I LEI / LJ G b fil- II u _ i i G 01 A2-62 1 0 u 0 I 0 F� i ® i �� - 2 ElF1 _� L \ A2 I i i I A2 62 L J UNIT 2.3A ___ I , I II1-31 I > I O O B113 A5-27 I I I I I Q El I 1I Ell \ � LJ u - > � __J -- o N a o CORRIDOR � � Q � C I RRIDOR ill V �T ATIO R � j� � I U V� �LA�IO v ' ,313 � S AFT � I I El I I - I El 134 I L �J LL _J l p 1 ` UNIT3.1A III UNIT2.2G-R=_____= 6107 B108 L�J UNIT 2.2LB1 14 I 1 A5-31 01C A5-25 I A5 26 Sl�(1IR I I � I --- r 1 F I I iiii L_li -1I I --- � L L--- I I° 10 zo 1 11 1 I _-� O _ I - O r--J � � � � � � N - 1 - ----- - - - -- - - - - - - - - - - - - - ~ I I I I I I I I 1 1 2 1 A5-84 A2-61 A2-70 A5-82 31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-8" 18'-8" 15'-9" 51'-11 " 26'-6" 6'-0" 36'-1 " 46'-5" 39'-2" 6'-0" 26-11 " 239' 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 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. 18 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 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6 PROTECTION PER E 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 H 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 DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX H.7 X ----------I- CONCRETE TOPPING SLAB (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 3 J � CONCRETE WHEEL STOP 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 r-] ACCESSIBLE PARKING SPACE K CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F; ;Tii� LEVEL TO SLOPE X" L 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 0000000000 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 M 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 FULL HEIGHT STEEL FENCING 16 AD-31 -------� I I CONCRETE COLUMN X I COLUMN CAP AD-XX I L J N N KEYNOTES 1❑ LINE OF FLOOR ABOVE MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL PARKING SPACE 4❑ GUEST PARKING SPACE 55 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 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 EACCESSIBLE 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 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 T-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 7 7l [ AV1E0 AC K II\ ES'1'N 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O Q U Q z Z U) F_ LLI I..L U) F- w LO T_ L0 W r W No. Date Description H 10 U) U Ll 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 ARC,S,,T LL N CV * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of C m_ License Stamp o BUILDING B FIRST LEVEL FLOOR PLAN 5 MIS 13 16 � 18)(\11 J9 BUILDING B FI 13 RST FLOOR PLAN SCALE: 3/32"=V-0 1 I COPYRIGHT Cc� A2-51 1 2 3 4 6 7 8 11 12 14 15 17 20 21 22 I I I I I I I I I I I I I I I I 1 2 I I I I I A2-60 A2-70 I I I •1 I/'� I I I I I I I I I I I 126.00' 12 A---- - - - ------ - IIII - - - - - - -- - - - -- - - - - -- - - - - - - - - - - - - I - 129.94' - I I � I Ii1 � I - II ■ ■�■ ■�■ 1 ■� ■ I ■�■ ■�■ I ■ I 1 I I I 1; �- 1 [---> > I i C---� I C---� I C---� I I i 1 [---� I [---� ' _ = L 11 1T 1 I - - - o°o°0000 i - I T I �- - - I i I * I i - - - - - - - - � 1 III II■ II II III III II II - _-- B.1 I J L___Y III III 11 L__LII I_ J___J III III--1' , I I I 7 III III II II III III I 111IIII _ II I � / // // // // II I FIRE P MP � � � � � � � � � � II u `�--- II I I ; _� III III I I I I III III I I I I III III l i U _ _ _ JI - 126.70' II - I II I •" I III IIII II II III III II II III III li __� 112 .5 T.CURB / / / ROO II I IIII I I - - / / / II 1 1 1 II III III Ii i1 III III II II 11 III 11 -I- P r -- rr I u _ r 11 -� r--- ---ll / / / 'I r--------- -� III III r--FI---If--, III III r--iFl- H---, II III r--f�- L _ III I � I III I- II � r- __- _- - JJ III 11� � _J `° _JII I _Jr._ I I I / I / / / al � I =7 III III I I I I I I III III I I I I I I III III I 1 � -il S I I I I I I I I I I I - -� II III Ire I 1 it III IIII I II I I III III I II I I III III I 171 II I� 91 111n1 I -G----1---�-- I IIII III III I I I I I III III I I I I I I I 1 1 I 1 I 1 I II II I I I I I I I I I I I I I _ II I I U I I I I � III IIII I I I I I I III III I I I I I III III ���� II I I I, , I I, 11 .!.0- II � � � - - � 1 I H - err- - �I � � H err- - �: L__J _ �++��r q -- I I I --- -- 1 1-1 I I I IIII I I I I I I III III I I I I I I I - 1'�� - G JL �� C-, Ill,i,l II I �I I _IT_ o°000° -, 1 1 I I 1 1 1 I 1 I - �� - - - I I I° ° ° _ g OSTER U M P I III �!+ �!+ I I �! 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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'-01, 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 WALL ASSEMB Y PER PLAN MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS ALIGN EXTERIOR FINISH e o n i c ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. DIMENSION POINT PER FLOOR PLAN TYP ELEVATED SLAB ALLASSEMB Y PER PLAN 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 < " FLASHING OR SIMILAR APPROVED MATERIAL 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 TYP SLAB ON GRADE y 'H.9 SYMBOL LEGEND J FD FLOOR DRAIN X AD-XX X FD 2 STAGE FLOOR DRAIN AD-XX DIRECTION OF SLOPE - 1/4" / FT U.N.O. -3" FS / SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS K -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB L CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB X CONCRETE SLAB ON GRADE PER LANDSCAPE / ADAX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE X PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. AD-XX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF X TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. ADAX CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR X ADDITIONAL INFORMATION ADAX DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE X TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. ADAX CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND X M STRL FOR ADDITIONAL INFORMATION AD XX -- TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENING CONCRETE STRUCTURAL SLAB TRANSITIONS I III IIII 10% ICI IIII A, �=�J�� 11L - _- - --_- L - - - - - N -_-----_-- Y I I I ' I I I I 1 2 I A2-61 A2-70 I I I I I 1 5 9 10 13 BUILDING I N I 23 SLABPLAN SCALE: 3/32"=V-0 1 XII DEPRESSION � LEVEL TO SLOPE SLOPE TO LEVEL � DEPRESSION TO SLOPE 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 INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 W Mid No. Date Description H 10 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 0. c- D ARc y,T LL N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF OF C A�_ License Stamp o BUILDING B FIRST LEVEL SLAB PLAN BUILDINGA2�51 S B 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE X" 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. ❑❑❑❑❑❑❑❑❑❑ @(i) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 • lim-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) U Ll 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of \F C A License Stamp o BUILDING B SECOND LEVEL FLOOR PLAN A2-52 BUILDING B SECOND FLOOR PLAN I SCALE: 3/32"=V-01 1 COPYRIGHT 1 2 3 4 6 7 8 11 12 14 15 17 20 21 22 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 239'-0" THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 38'-6" 9'-1" '-2" 12'-0" ' 6"2'- 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 11 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE 36'-8" I 18'-0"I 8'-7" 1'- LEGAL ADDRESS. /" I I I I I I 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. 3 1 2 A5 78 A2-60 A2 70 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX I 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. zo r , I r 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. A - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - -_ ' � 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, _ _ _ _ _ _ _ "` "" '' ' = "` " ''' _ _ _ _ _ _ _ _ _ _ _ -v A PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLIES PROVIDE FIRE RATED C° I I ', I I I I I I I I C� ACCESS PANELS WITH SELF CLOSING DEVICES. UNIT 0.2A1 STAIR B1 - - - - - - - - - - - - t - - 147.9 ' 1 55' B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER B.1 - - - - - - - A5-02 ' -J L- --J i �- --- LL_ r srt� AD 20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 6.1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 18 S AIR B2 ' AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. I I I I I I I I I II 1 _ _ _ 15. SEE STRUCTURAL DRAWINGS FOR: L J i i i i i i / i C A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING - B SPECIAL NAILING AND BLOCKING REQUIREMENTS u o ___ I - - - ) S C G OC G UNIT 2.2P-R ----------------- --+--- I I ----- B302 ° �- --__J I L--- L �- - 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR Ti ap II r I 1153.;5:•0°00o I ' D A5-26 lJ !I I �o°o I BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM CY)�l L I I o000000g> r IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING 000°° PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE ' ill CORRIDOR 1 VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER VENTILATI INr -- - 147.9T 147.81I PROTECTION SHALL BE EXTENDED TO THOSE AREAS. IT SHAFT I I I 31 1 1 I I LL J ElI I I- I �I DN 5% UP 5% L_+_ 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IL ' _J I _�_ I i M 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 o 3J3 o I I I I I I i ------- I I t- I 1 I i I I I T I I 1 I i-- I 153.55 i N 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 g PROTECTION PER 147.97'I I _J L___ -- -- I 1153. - --- itEli II El I R ---JI --- - - - - + - - I + - -+T - + - - I - - - C AD-31 I I I I I I I C 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO - SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. �__ I I o N i i I L i L i s L-! 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR II M SECURITY AND SAFETY. UNIT 1.1 F R 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM CE. 8 - - - - - - 6303 - I I •'• I A5 12 - i I I DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. (H.3 < I I I I�I of of l I ICI , ICI I of of o I. I I ___- -�-I - - - - - - - - -rT- - - - - - - - - - - - - - _ F 11 IN At- - 31-- - - - - Elio BUILDING PLAN LEGEND I DOOR SYMBOL I I I I U 1 7.97' I I I I I I � A7-10 A7-20 I I I I I LII W i WINDOW & STOREFRONT SYMBOL H FD FLOOR DRAIN - SEEPLMB A730 A740 5 I I I I I I , I I F c I ' ' I rl• I +-------- +--- - 152.4T ------ ----------------------------- - - - ---------------------1--'---- - I I I I I I I I ---J - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X B304 L4��71'I _I L---- T____J L____T L_-__T_ - - FEC SEMI RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH M A5-22 J t -i- - t - i LOCAL FIRE AUTHORITY. AD XX I IDS DOWNSPOUT J 147.81' C)DIRECTION OF SLOPE - 1/4" / FT U.N.O. I I I II I UP 50d X WATERPROOF TRAFFIC COATING AD XX I I I X II I I _ H.7 -- • --------I- CONCRETE TOPPING SLAB 152.26' (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX � I3-HR RATED FIRE WALL i H.9 ------------------------------+--------- --------+----- ----------------- -2 HR RATED FIRE BARRI ER - - - - - -Ei�- - - - - M 3 150.6J3 150. JJ - J CONCRETE WHEEL STOP A-31 -9-71031 3 LJ1 -_ ____ SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. 00 - - -- I I VESTIBULE A5-96 SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS N _ L_ ---J L- T ---J ' L- ` ULE I - f - N } N 3" FS / FS FINISH SURFACE r r -6" TOC N I i 147.9T o TOC = TOP OF STRUCTURAL CONCRETE SLAB N _ _ _ ___ _ 2 4 TO CURB =TOP OF CURB 2 I r T T - r -- -� A2-60 ACCESSIBLE PARKING SPACE 147.9T 150.93' 52. 15 4T c� ❑ N A2-61 .97'0 of III 301 3 , of I Q�e I I I L I I I I I I I I I I �- �'.: 1 _ :'• ' •• I �,( CONCRETE STRUCTURAL SLAB TRANSITIONS - - - - - - - _ - - - - , K N 30 I ill 30 ii XII DEPRESSION �_ I i N LEVEL TO SLOPE I \ /( \ I II ' 00 1• 1' V T I ! M oo Xn _ DEPRESSION TO SLOPE 3� I I SIP I J313 I o L � SLOPE TO LEVEL FF 7 30 CQ ' ' LL J LL J 30 ELEV. B1 ELEV. B2 ' IDFEl of �TORAGE IDF L / MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM 3 ro . i I - - I r I/ / ,� �� ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-i MIN CLEAR A5 92 ' ii i .I AFF IN ALL OTHER LOCATIONS OF GARAGE. i ❑❑❑❑❑❑❑❑❑❑ 12 12 ��� .I ------- R i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE LLJ ® Ec V ❑❑000❑000❑ AD-01 AD-31 I. II o WATERPROOF TRAFFIC COATING AD XX C' I II N jl1 _� mll II - CV C' ® - r -1F_ _ - UNIT 2.1J-R UNIT 1.1 K r �� _ UNIT 4.1 N "' CONCRETE TOPPING SLAB X L- _11_ 8309 B310 J ,1L- __---- �- I A5-22 A5-12 A5-45-44 (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX N N ` UNIT 4.1 M-R .I _ I• 0 I o FRAMED WALL - 3-5/8" METAL STUD 6305 A5 44 . I - u �L_ _ of i C\I FRAMED WALL - 6" METAL STUD Q-- J FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB UNIT 4.2B-R UNIT 4.213 ° B312 40"HIGH CMU WALL W/ 3 5/8" METAL STUD ABOVE it - - o - - A5-45 - - - - - - A _ - - - �T_, - - - - - M 1--------------- --------------------------------------------------------------- ----- --------------- CMU WALL SEE STRUCTURAL ------------I----------------------� 1 L �J II � II L J � A2-70 CONCRETE WALL -SEE STRUCTURAL X L J I AD-XX L J ® �------------- AIRCRAFT CABLE VEHICULAR BARRIER X II AD XX J - FULL HEIGHT STEEL FENCING -- 16 1 IIJ oo D AD31 _ I I II II A2-62 II CONCRETE COLUMN X u F 3 2 r 1 'I COLUMN CAP AD XX II A2-62 i A2-62 L J UNIT 2.313Ca RD L J ill B313 II A527 KEYNOTES I = F' El L II 1❑ LINE OF FLOOR ABOVE C? CDO b u � Ili [Ell MECHANICAL SHAFT -SEE MECHANICAL DWGS --J I L--- I N - a CORRIDOR o o p RETAIL PARKING SPACE ill V NTILATIO R I ® g V NTI AOT O v 03J SI AFT 4❑ GUEST PARKING SPACE 31 srsc I r rr 7 ST 4 II L_ -IJ I LL J I UNIT 3.1B I I IN UNIT 2.2J-R I ------- B307 B308 UNIT 2.2M A5-31 I I ' A5-25 B314 A5-26 J r I � I I� F -1�Dj I I � I N- - - - - - - - - - - - - - -L=- - - - - - - - - - - - - I I I I I I I 3 1 2 I A5-84 A2-61 A2-70 I 31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-6" 51'-11 " 26'-6" 6'-0" 36' 46'-5" 39'-2" 239'- " 13 18'-8" 15'-9" I. 26'-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 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 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 EXPANSION JOINT, REFER TO SHEET AD-33 D12 N STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION 13 WALLS SHALL BE T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB 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 ED OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N IM Q U Q z Q Q Z Q U) LLI U) I- w LO T_ L0 015 No. Date Description H 10 W W U Ll 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 jrr% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J SED All LL N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of C A� License Stamp o BUILDING B THIRD LEVEL FLOOR PLAN 5) (9)(10 16) (18)(19) BUILDING B THIRD FLOOR 2� PLANSCALE: 3/32"=V-0 1 I COPYRIGHT Cc� A2-53 Koo (H.3 n eoJ 2 L N 111111011"I'llu 11 X 12 T 15 17 20) ( 21 )(22 239'-0" 38'-6" 9'-1" '-2" 12'-0" ' 61, 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 11 36'-8" 1 18'-0"1 8'-7" I I I I I 4 ilt 2 I I I A5-78 I I I A2-60 A2-70 1 I I •1 T• I I � I I I I - - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - UNIT 0.2A1 - I- STAIR B1 I 1 8.05' � - B401 I I 1 I I , 1 I 16 5' - - - - - --- o--� A5-02 11 r l 1 -- 4 O 1 � I A5-8D - r--- ---� r-- --� 1 Ill r--- r-- ---� - ' S AlR B2 I I I I 1 I�1 I I I •i R � I I I I I 1 I;1 i I 1 I I I I I L -1V I I I I 1 I I I I I 1 I I I I u 41 ' `f I I I I I1. 1;1 I 1 I I I 1 I 1 I I 1 I I I I II IL _ o0000"0000�00'0 o0 F C I _' UNIT 2.2P-R ----- ----------------- - , B402 --- 65 oe00000 c') � II L I I I I oeoeoeoo -- CORRIDOR ( 1 \r \r I o<; _ VENTILATI Nr __� 41 _1 IT I SHAFT 1 1 1 �� IXL I_ _1 �J r LL _J I I I 11 DIN 5% UP 5% L_T_ ____J I I I I 1 8.05' F_ N � ' M iJ M I I I N zo co I I I C N N N CD N 2 N A2 61 CN ao 0 N co CV i+o LO f N CN I I I I I I 1 A2-70 I I 3 I N -!-�- T I 158. 5' I I Q T 11------ t-------- ------------ t ---- ------ --t-------- -- ---------t-------- -- 1 .55' 1 1 8.05' 1 I 1 1 I 1 I I 1 1 1 I I - - + + 0 r�-�- u I i I ___ _ __J L__ _ 1 __J 1 1 I L_-._ _ __J l• L_1__ I I , UNIT 1.1 F-R 1 1 1 164.05' 1 I o f -1 C-- ! [-- J � 31 - -� 1rt� - - - - - -�- 1 - - - - - M L=__ - -J - - - - - - - - - - - - - - - - - - 1 - - - - - - O - �I:f 41 - ---- - - - - -- - ----- I 5 .•` ===J' I_'_I __ I I_ _I __ I I I 1 1 1 I I I I - - - - -� - - 1 - - 1 4 - +-------------5---+------ 15 -' - -- 1 I I - - - - - - L _ _ _ _ ---y 5 L _ _ _ _ J _________________1_ I L - - - I 62.55' I 1 ---- -- -------+---------- +-----------+-------------------------------------------- I I I UNIT 4 L - I I 1 I 1 I I --- J L_ 158.0 ' ' B404 I -I--- T---- �- T - - - - J L----T- - - I I LO -- - -J I N I 1 I RAMP UP 93'(RUN)(y�% SLOPE) =4.65'(RISE r------- I 162.5 ' = � ! - - - - 1 - - - - a- - - - ------------- 1 �� I •• I I i I I i I � r---- -----I r---------- I I I I I 1 ..- - - - - - - - - - - ---- o00000000000000 --------- + ------------ +-------------------- + -------------F------------ I -- - - - - - I ----,1 rJ , ------------------ --- -- -- 0000000000000o I - 0000<o><000>000 - - - - - - - - 00000000000000 00000000000000000000000000000 1 I 1 1 1 1 1 1 , 1 'i 1 1 1 1 1 1 1 1 M I I °o°o°o'o°e°c°e°o°o°e°o°e°o°e° I I I , 161101' 1 ' 0000<0000000000 5 Eli - 1 - - ❑ - ❑ I � � - I JI� I I I 1 I - - 1 - - i 1 4 •. I I I I � I 5 I � I I I I I I 1 I x i I i I i �i 1 TRASIH- JI ® - - -- -- ----J A5-96 - -_J L_- VESTIEL� iU T ,l 158.051 CD I I I I I I I � ¢ I I I I I I , 11 � 2 C °° f•' r T T -- r -- ----, A2-6D r 158.05' 158.05 I 161.01D' 1 40 N L-J i J cli 4 i i 40 40 / 40 i j1 co 0o ' I I I I SP 40 � � r � � h Fr- � 40 IDF 1 LL J ' LL _J 40 @IDF r,l B. erEc ELEV. B1 ELEV. B2El 1 1 I 1 �TORAGE L 1J i �S 1 - Ell u = _ Il = I ram; = I rr---�� � - Il II Ill I II q p II _� 11 , II A 11 �� -1 UNIT 2.1J-R 1 UNIT1.1K F_ -1 F_ � - UNIT4.1N 1 A5-22 ; A5-12 \ _ _ _ _ _ _ A5-44 UNIT 4.1M-R .1 6405 ------ Ir_ A5 I�__ 1 L II �ll y r UNIT 4.2B-R UNIT 4.213 11 40 _ 1 B412 - - - - - A_ - - - - 11 A5-45 � ��, LJ-J F -9 Ell r-7 F -9 1 LJ El i ElELI II ---JI u till I 3 I 2 E I till _J I 11 L \ A2 62 i A2 62 i Co L J `i" UNIT 2.3B till B413 1 F_ El Ell El L -1 Ca D:D El II I j u , -- J 33 CORRIDOR o 11 u V NTILATIO � II > 41ErEc l ' El F_ 7 1 /STA R 4� U u ` UNIT 3.1B I. UNIT 2.2J-R B407 i' B408 A5-31 1 1 A5-25 1 LLJ 1 II == 1 I L_ � 1 / / I °1 o - - - - - - - - - - I I 4 I I I A5-84 I 31'-8" 13'-5" 1 20'-11" 10'4" 37'-6" 51'-11 " 26'-6" 6'-0" 36'-1 " 1 1 - - - - - - I 1 I 1 I I 1 2 A2-61 A2-70 411 239' R C RRIDOR v V NTILATIO C3j SHAFT 0 II L - J / LL _J 0-,D L J UNIT 2.2M g ISTAIW!33 I A5-26 I I IF -1 -- , 1 � 1° 0 Lin "M iiiiiiiii 11111111 11111111 I I I I 4 I I I A5-82 I I 37'-6" 18'-8" 15'-9" 39'-2" 6'-0" 1 26'-11" O N v N C'7 r` 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. 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 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. 18 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 (6.670) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE g PROTECTION PER ER 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 H 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 DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX H.7 X ----------I- CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX H .9 SIM I I I� I I ISIM 3-HR RATED FIRE WALL 1 1 1 1 1 1 2-HR RATED FIRE BARRIER 3 J CONCRETE WHEEL STOP 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 Q�e ACCESSIBLE PARKING SPACE DCONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION F; ;Tii� LEVEL TO SLOPE X" L 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 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑000❑000❑ 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 X CONCRETE WALL - SEE STRUCTURAL AD-XX AIRCRAFT CABLE VEHICULAR BARRIER X FULL HEIGHT STEEL FENCING 16 AD-31 I I 1 CONCRETE COLUMN X I COLUMN CAP AD-XX I I I L J N KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL 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 EACCESSIBLE 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 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 T-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 EI7 OAK TI\ti'�S`I'�VIhN"1 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) VJ Q U Q z Q z U) w w U) w LO T_ 015 LO T_ W MA Wh No. Date Description H 10 W 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 jre% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC,y,T LL G��SED �0 �� N N * NO. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of C A�_ License Stamp o BUILDING B FOURTH LEVEL FLOOR PLAN 5) (9)(10 13 16 (18)( 19) BUILDING B FOURTH FLOOR 2� PLANSCALE: 3/32"=V-0 1 I COPYRIGHT n A2-54 0 A - - - - LOr----------� I I -- I I I I I UNIT 2.2Q-R B502 A5-26 0 I O � I - CY) rn N I E.8 I I I I I i I r- I I I I I I I CV M I H.3 i I I I I L - I I C9 CV N _ N O � N 2 N A2-61 KI N O a0 0 N co 2 N co 0 co I I I I I I 1 A2-70 I I 38'-6" 311 ail I I -J- I I UNIT 1.1J-R B503 A5-12 UNIT 2.1 P B504 A5-22.1 2 3 4 6 7 8 11 12 15 17 20 21 22 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 239'-0" THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 9'-11, '-2" 12'-0" 6" 2'- 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 18'-0"I 8'-7" / I ' 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. A5 78 I A2 60 A2 70 I 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 I I I 8. WITH CBC 803. � 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. - I 1- JB. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, 0 PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. B501 o t� t� o I I=__�I I ICE -_==le __ A5-02 I STAIR B1 1 1 8.05' - - - - - - I - rt 16 5' I 11. PROVIDE ACOUSTICAL ASSEMBLIES PER AD-20 --- `- -- ALL 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. I I � I I I I 11 III I II I I I I I O 18 IT- I I __ _ __ I I _ I_! _I __ I I I I i _I I 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD 22 LL --- pI r- , r- , r I III I - Ad ,-- -�-fi I I I I I ICI I I I I I 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. °IMr II- -II I I I I I I I I I I ,I IIII I Ii I I I I I I I u �; IIII I I I I - - I I - I IIII _ = C 15. SEE STRUCTURAL DRAWINGS FOR: I' I I I I 1 1 I i 11 A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING °I I 1 I - _= 5'.- B) SPECIAL NAILING AND BLOCKING REQUIREMENTS ------ ------ -------------------------- -- - - r - - � I 000000�0� I FEC D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR II BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM 00000 00000 000°o°o°o 0000 II L ul � i °o°000 r IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING JE1 PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE I °°°°°°°°° VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER CORRIDOR 1 °°°°°°°°° PROTECTION SHALL BE EXTENDED TO THOSE AREAS. VENTILATIGN- � �SHAFT _-- i 1 DN 5% UP 5% L_ ' 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR 1 8.05' I j ih 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 I I I I N AND APPROVED. i 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. R ° - T- 1 I ____ i _! _ _ 1 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) V LL i---- ----i i---------�--- i i-i- ----i i -- I- ------t-------------------------------------t------------t---------- ----t------;------t-------- 1 .55' 1 I 1 19 6 1 8.05' 1 I 1 �;+ I 1 +'I 1 1 I FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE ------- - - + - - I I- + - I,,;' - +�; + I - _ 1-�- - E PROTECTION PER AD 31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO I 1 I I I I I 1 I III ; I I I I I I I i SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 1 --J L-- I 1 11 I i 1 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. I 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM i i I i t I 164.05' I I I - I------- - 1�===71, I , �===�I I o 0 o DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. FJ ----- - -- L� - - - I r - I I - - - - - - - I - - - - I m ------- __-_-_-_ _ BUILDING PLAN LEGEND I I I I I I i I I I I I � DOOR SYMBOL O - - I I I I I I � I I I � I I A7-10 A7-20 ------- - g58.05 I I I I_ _-_�_�_ _ XX WINDOW & STOREFRONT SYMBOL I 1 1 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 _ A7-30 A7-40 i I ---F--�-�- H FD FLOOR DRAIN - SEE PLMB 1 I 1 1 y I I-- ---------------- 62.55'------------------------------+------------+-----------+------------+----------I ---------------------------------- I I I 158.0 ' I 1 I I I I 1 I I I --- J - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X J L---- T---- J L____T____J `-+--T- - - I FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. AD XX I -J I a � I IDS DOWNSPOUT > --- --- - DIRECTION OF SLOPE - 1/4" / FT U.N.O. RAMP UP i X s��R i SLOPE)=4.65'(RISE i ------- WATERPROOF TRAFFIC COATING AD XX 162.56 1 ' � I" . --------I- CONCRETE TOPPING SLAB => I=>- - AD-XX -____-- -� (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 1 r---- -I---, r----- ----, I r----+---- I I I i� H .9 I 3 HR RATED FIRE WALL I I I I I I _____ ----------- ---- ° ---------+------------+-------------------------------------+-------------+------------------------- --- J 1I I I I 2 HR RATED FIRE BARRIER °0000000000000 j -------- ------------------------------------------------- -- -- F-1:1, M 316110'-��_ _ _ _ _ ---CONCRETE WHEEL STOP AD 31 I I I 5 TRASH- -- ---- A5-96 f 1 I I I I I I I I l I I I I I ° / SPOT ELEVATION RELA TIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS --I - VTPS -3"FS T -" TOC FS = FINISH SURFACE 158.0sI TOC = TOP OF STRUCTURAL CONCRETE SLAB ' op TO CURB = TOP OF CURB %-J ® 2 ACCESSIBLE PARKING SPACE I 158.05' 158.05 I I 161.01' 16 5' I I A2-60 N 50 1 I I I I 1 U b I I o 0 0 0 0 0 I o I� 62. 1 3I I! CONCRETE STRUCTURAL SLAB TRANSITIONS I I N DEPRESSION LEVEL TO SLOPE \i II 50 ii rn- 7�7 7721V II1I M bo SP 50 3,E _ o L SLOPE TO LEVEL �i!X DEPRESSION TO SLOPE l Lr 211 50'�LEVATOR L _ _J 50 CESS �IDF r MAINTAIN 8' 2" MIN CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM 5 Er c ® ' ELEV. I ELEV. I ME IROOM LiI of TORAGE L_ �J ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR A5-92 AFF IN ALL OTHER LOCATIONS OF GARAGE. 17-12 LL J ® °I ------- R V I I ❑❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑❑❑❑❑❑❑❑ 12 DETECTABLE WARNINGS, MIN 36" WIDE AD-01 AD-31 I E -----� X LL ' u TF_1T II II I o WATERPROOF TRAFFIC COATING AD-XX IAII -� UNIT 21J-R I II , II I UNIT 1 1K Ali II r �� � UNIT 41Q I I I ' M r - 7 B509 B510 -L - B511 I �- CONCRETE TOPPING SLAB X A5-22 A5-12 ------ A5-44 I I N (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD XX UNIT 4.1P-R .I I• , 0 I o FRAMED WALL - 3-5/8" METAL STUD rr I --- B505 - °I i � FRAMED WALL - 6" METAL STUD A5 44 _ II ------ JJ \J \J UNIT 4.2B ill I FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB F UNIT 4.2B-R IT 4. gp 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE o A _ - - - �T_, CMU WALL - SEE STRUCTURAL -------------------------------------------------------- ---- --------------- ---------------------------------- ------------- - ----- -- --- ------------ --- ----------------------------- -- X F L J A2-70 CONCRETE WALL - SEE STRUCTURAL AD-XX a L J b------------- AIRCRAFT CABLE VEHICULAR BARRIER X \ El ELI \ AD-XX CI J - FULL HEIGHT STEEL FENCING 16 Ca 1 IIJ oo __ D AD31 II I II I I I I u A2-62 a CONCRETE COLUMN X I II F -1� �E] I 3 � 2 I � r 1 'I i COLUMN CAP AD-XX Ca A2 62 i A2-62 � L J UNIT 2.3C L J Co B513 _ KEYNOTES A5-27 I I I a F� i ® L- J i i El LINE OF FLOOR ABOVE ELI j i I �lJ � -----� o iv 0 i F2] MECHANICAL SHAFT -SEE MECHANICAL DWGS a CORRIDOR o o p �� ❑3 RETAIL PARKING SPACE CRRIDOR ill VENTILATIOIN V NTILATIOI 4❑ GUEST PARKING SPACE � 51 � 03J S AFT II, _ - EfEC l l 0 i yI �5 EV READY SPACE (FUTURE) fr 7 o i TAI 64 ill LL J b EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 --A I. $ _-- ❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD 31 ` UNIT3.1C ;I l UNIT2.2K-R=______------- 50 = B507 Li B508 I UNB51 2N - 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 A5-31 I _- A5-25 I� STAIR I �� ' A5-26 1 ❑9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 L_ J -- r --04 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 L J I \ I A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR I dpo DIAGONAL STRIPING, REFER TO DETAIL I io -� C° - 12 EXPANSION JOINT, REFER TO SHEET AD-33 ____________� N STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION I l I I L ------ I I I I I I � N 13 WALLS SHALL BE T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB 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" 18'-8" 15'-9" 1 51'-11 " 26'-6" 6'-0" 36'-1 " 411 39'-2" 6'-0"1 26'-11 " • 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 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Z U) I- LLI v ) F_ w LO T_ L0 015 Nt No. Date Description H W vJ U W I 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 SED ARCy LL T N (N * No. C29795 * C) RENEWAL DATE 0114 AUGUST 31, 2023 1 OF License Stamp o BUILDING B FIFTH LEVEL FLOOR PLAN 5 MI9ce 239' iR, r) (18)�19) BUILDING B FIFTH FLOOR 2� PLANSCALE: 3/32"=V-0 1 I COPYRIGHT n A2-55 1 -- A2-70 r------- T_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 III � II I1 - 1 IL 1 IILZ.I J �1 UI II III All IIII a III IIII L jllI II,L------- III Ir------- - 1I d I II I I �,� I �\ i l l I' }{� I I II I r`_ u--- II II I+ r it II _____= II n gel _ - II -------- II II ' �( ---------------L II I II II II II II II I I I II I II � II 11II Ir - J I I 17- 1 11 I i Ilii Irk -� F- I ==J 118 _ 1 pll Ij rL_ �ii i�liirnl Ir-L-. J-- - i -- III I II IrIIILLJJ II I -- yI1 I II Irlll U 9 ---IIII� I =JL II IIIII I ---MII ------+ n 1 rr -11 Irl II( II N II Ilb Ir=-z =_J - �r I II II I RIDOR o 0 o r J TILATION-J I I 11 \ I I II III II i�4 FT II III II LJI11 Ir\ II I J _Jj II I IIII\ I r n I II Ire III nr------ I II Iw�l1 LI I II II r9 L -�rU ----- I I I --------J�==-=3==L------ I I 1 I _-_-_-_-_-_ -_---�r---- _--- u II I I 0 Oo° II -J=A Oo II I1@0 II I II I� II i9 II �� II O I III 1 1 III I n I I 1 :e' III III �®cam II II �I I T III PCB - -___ I -- �I� III I q I II II L�IIIII II II n IIII I II n r� IIII II - 11 II LJ IIII II I�====JJ ---- ------------------------------ ------II I P r---- I I I I I , I I I I I I , I I I I I o I I I I I� I I I I I I I I I I I I I I ------------------ J 0 0 0 r- , I I r------ ------ t---------- I I I I I � I IIII III I I I IIII o I A Ll II � I I I I I I I I I I I I I I }______ ____+__________ . L_________J 1 i r--- 1 ---------- T--+------- t------ ----, I ------t---------- - I I I I I III i I I I111 I II III ' I I I I I I I I III I� III 1 I� I'I I II III III � Ii III I� I I IIII ICI' I� I I 1 r1I� I I I Ll I I I 1 I I I I I I I I I L- - - - - - - - - I i RAMP UP 93' (RU SLOPE) = 4.65' (RISE) I I I r---------1 1 I I I I I i 1 I 1 I i I I I I I L_J I � II a UP 5% 0 `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. L___J 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF HIGH VENTS (FLAT ROOF PARAPET): 14"x18" "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. 1015.6 : 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 A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES o REQUIRED VENTILATION REQUIRED VENTILATION ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS 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. LOW = 50% X 2,932 = 1,466 S.I. �\ LOW = 50% X 145 = 73 S.I. 7. ROOFING TO BE CLASS'A' ROOFING. HIGH = 50% X 2,932 = 1,466 S.I. 1 HIGH = 50% X 145 = 73 S.I. PROVIDED VENTILATION 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. HIGH (FLAT) = 3 VENTS X 520 S.I. - 1,560 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. - 144 S.I. 9• PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS T rrrrl-ryl I i APPROVED BY ROOFING MANUFACTURER. ROOF AREA #3 :' I IIII- REQUIRED VENTILATICpPi -- 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGS ---------------- - AND COORDINATE WITH TRUSS DESIGNER. 6,648 S.F. / 150 = 44.32 X 144 = 6,382 S.I.. LOW - 50% X 6,382 - 31191 S.I. 11. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. IGH = 50% X 6,382 = 3,191 S.I. PROVIDED VENTILATION LOW (EAVES) = 440 LF X 3.14 S.I. = 1,382 S.I. 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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IIII IIII _ n II I II I 11 11 11j1 IIII i 1 II 11 I I --------------------------__..� ---- I I 1 2 A2-61 A2-70 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 ROORCEILING (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 ROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PER MANUFACTURER'S RECOMMENDATIONS. L -1 0 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 r ELEVATIONS FOR ADDITIONAL INFORMATION. FIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O. X �HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN D 61.0 I 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 MECHANICAL SHAFT - SEE MECHANICAL El TRASH CHUTES ❑3 4❑ EQUIPMENT PLATFORM LINE OF BLDG BELOW El CANOPY BELOW El �7 ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT KEYPLAN • 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 I VES'1AiEN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF C) N Q U z Q Z Q W w U) I- W LO LO W LO No. Date Description H 10 W �D 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 SED ARCIII LL �0 N N * No. C29795 RENEWAL DATE CN AUGUST 31, 2023 of \F C A� License Stamp o BUILDING B ROOF PLAN BUILDING B ROOF PLAN I SCALE: 3/32"=V-01 1 COPYRIGHT n A2-56 STAIR B3 .OF HIGHEST ROOF 8 I TYP. UNIT 2.3C UNIT 4.1Q UNIT 2.313 UNIT 4.1N UNIT 2.3131 UNIT 4.1N UNIT 2.313 UNIT 4.1 N UNIT 2.3A UNIT 3.2C J. A A2-80 I � 1 VERAGE HEIGHT _ OF MANSARD ROOF ; --IG-- I-- - I ; I I I I 1 I I I I I ---------------i----- F- 1 I 00 I I ' ❑ 1 11 - -----I I , -- ------------------------------------- - --------------------------------- I I I 00 I fV EE P 11. E] 1 II ---------------+------- - - ---------------- -- ----------- ---- I I (oo ' 00 L0 ---------------- ----- ❑ ❑ i Y■■■■ -------------------------- --------- ---------------I r ; ; I I I I 1 I 1 I • , I I I ❑❑ I I . i ❑----------------------- 1 . I 1 I . I I I I I 000 ' D ❑ I1 I I I 1 I I A ERAGE GRADE PLANE 3.2 TYP. N M TYP.1 8 ❑ _C 8 I TYP. MPOE PARKING STRUCTURE STAIR B2 8 I TYP. il Li 1 JTYP. L K J H.7 H E C1)) A ------------ ; I I+ I I I I I/ � I 22 20 17 15 14 11 ... ... EAST EXTERIOR ELEVATION UNIT 2.2Q UNIT 2.2Q UNIT 2.2P UNIT 2.21P UNIT 2.2P UNIT 2.2P UNIT 2.2P UNIT 2.21P UNIT 2.2P UNIT 2.2P r- 8]TYP. I I I I I I ; 000 ❑�❑ ❑❑ 00 °' 000 HUR ❑❑ ao o� 000 HUR 00 I 1 I ------- I 1 I 1 I I 000 Q V e ❑�❑ ❑❑ o °' • o00 - 4 - e 0 o J ; ;T- . tp 3.2 TYP. 2 TYP. 8 3 2 1 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 WALLF- l RETAIL STOREFRONT 2❑ METAL GUARDRAIL 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 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 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP METAL CANOPY SIGNAGE ART MURAL 3.4 4❑ ❑5 6❑ ❑7 TRELLIS FLAT CONCRETE ROOF TILE ❑8 ❑9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION GROUT: CONCAVE PROFILE EXPOSED CONCRETE 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 c 14 CONDUCTOR HEAD &OVERFLOW, COLOR TO MATCH ADJACENT AD-61.0 22 AD-61.0 SURFACE I4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 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. SCALE: 3/32"=l'-0 2 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. 4. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 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 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. BUILDING KEY PLAN w w co U z w Of 1­11- 5TH STREET w w w ry O w w w z 2i 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 ED41 OAK I VES`I'MEN"I S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O III- U Q z Q Q z Q U) F- LLI ry U) I- w LO L0 015 W No. Date Description H 10 W �D v ) U W 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 SED ARC,S,,T LL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 9jF of r O A� ��F License Stamp o BUILDING B NORTH & EAST EXTERIOR ELEVATIONS NORTH EXTERIOR ELEVATION SCALE: 3/32"=l'-0 1 4TH STREET COPYRIGHT n A2-60 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 UNIT2.2Q UNIT1.1J 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. 11 AD 51.0 UNIT 2.2P UNIT 1.1F UNIT 2.1L CORRIDOR UNIT 4.1 M UNIT 3.1 B UNIT 2.2P UNIT 1.1F UNIT 2.1L CORRIDOR UNIT 4.1 M UNIT 3.1 B UNIT 2.2P UNIT 1.1F UNIT 2.1Q CORRIDOR UNIT 4.1 M UNIT 3.1 B UNIT 2.2P UNIT 1.1F UNIT 1.36 ELECTRICAL ROOM CORRIDOR UNIT 4.1L UNIT 3.1A 8 TYP. 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 ' OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. ; 8 TYP. AVERAGE HEIGHT OF MANSARD ROOF -- FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER 11 -5 AD-51.0 '-- D ❑❑ ❑' D 4 ❑❑ [El -- --------------------------- ---------------------------------------- D - - - --_ - •.,_ ------ -. • ------................----- -- ----------------- ❑❑ ; ; ; ; ; ; ; ❑❑ ❑❑ 4 ; F1 - �. - c 14 CONDUCTOR HEAD & OVERFLOW COLOR TO MATCH ADJACENT SURFACE AD 61.0 I 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. 22 AD 61.0 ao � r--------------------- --- ----'----------------------- •-------------------- - •---------------Y-------------------------• - oo � oo'• ❑❑ --•------------------ _ ❑❑•----------------------------•,--- - I ____ _ -----------------------•-----o -----•-------------•----------------•---------------•�--- ❑❑ ❑❑ n - --------------------- e5TH FL SUBFLOOR 00 � EXHAUST TERMINATION -SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING 9 to ---------------------- --- --------------------------•--------------------- ---------- --- - --------------- ------------------------- - 00 110 00 4 ❑ 4 D D El --------------- ---- D --------;---- oo----------- --- - -------------------- ---o -- ---•-----------------------------• ---,-- ❑❑ ❑❑ 4 E ----------------• --- - --------------------- 4TH FL SUBFLOOR 1❑ RETAIL STOREFRONT 2❑ METAL GUARDRAIL 2.1 GLASS GUARDRAIL --------------------- ------------------------------------------------FEI --,------------.,----- ........________....... ' o0 0' ❑❑ _ D D 471LI 4 4 __......._______._... D oo •-"-"""""""""-""___."""""""""""""' " IME ______________________"_____o __ __"• _____________ -""""""""________"_______._______"'�__"' o0 00 FFE111 _ F 3RD FL SUBFLOOR _ ------------------- - 1 - - rn 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 ---------------------- --- ----------------T----------I--------------------- - •--•------------- ------------------------- - ❑o ❑❑ o❑ D D 4 n[I 4 4 � --------------------------------;-------------*------------ ----------q------- -------+--------f-----i---------�--- ❑❑ ' �� I I - ; ; -- ----------------- - ---- ------------------------------0000011 a ------- ----------- --• - � ------------------- - D FL SUBEQ� HDR q o 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 10 WIDE 3 DEEP x 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP 4❑ METAL CANOPY 126.70'L 124.70' J 1ST FL T.O. SLAB 5 SIGNAGE AVERAGE GRADE PLANE 3.2 TYP. r2]TYP. 6❑ ART MURAL 7 TRELLIS A 6.1 E.8; H 3 � �H .8 K L M N �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. 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 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 24 AD-51.0 WESTEXTERIOR ELEVATION SCALE: 3/32"=V-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 2.1 P CORRIDOR UNIT 3.1C STAIR B4 UNIT 2.2K UNIT 2.1J UNIT 1.1K 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. 3 AD 26 UNIT 2.1L UNIT 3.1B UNIT 2.2J UNIT 2.1J UNIT 1.1K UNIT 2.2M UNIT 2.3B 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH UNIT 2.1L UNIT 2.1Q UNIT 3.1B UNIT 3.16 UNIT 2.2J UNIT 2.2H UNIT 2.1J UNIT 2.1J UNIT 1.1K UNIT 1.1K UNIT 2.2M 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 3.1A UNIT 2.2G REEZEWAY UNIT P1.1G UNIT P1.1 H UNIT 2.2L 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 -------- 8 TYP. ---------------- ------------------------------------------------ AVERAGE HEIGHT --- OF HIGHEST TOWER ROOF RECOMMENDATIONS. 3.2 --�- ------ --------------------------------------------H- AVERAGE HEIGHT OF HIGHEST ' MANSARD ROOF o00 ❑ D ❑❑❑ ' D D D 'I D p III ❑❑❑--------- '--------------- +----- t-- oo❑o ) 4 ❑ 4 R F HT' - O. _ -------------------------90 %---------------- ------ oo❑----------------------�--- A ------------------------------------- ❑ D ---------------------------------------------------------------------------- ❑❑❑ D D ----------%------ D ❑ ...... ---+-------------------- D -- -- D O ----%------------+----------------------+--------------------------------- 1300 D 4 ;---------- DOD -+--------------- ❑ 4 5TH FL SUBFLOOR - --------------------------•------ . . y---------- --------------------------y---------- oo❑ ----------------------------------- ❑ D ------------------------------------�--------------------------- ---i-------------F---------i- i- ; ❑❑❑ D -------�------ II TF11 ----•-------------r------ ; D - -- D❑ e e -------------------------------------- --------------------------- ❑oo D 1 --r-----y--- --+-------------�--- ------ ' ' o❑❑D ❑ 4 FL SUBFLOOR - �� (p 9 0o rn LO ❑ f ❑❑❑ D � ❑ I I ❑ ' ; ; L J ; ; ❑ 3RD FL SUBFLOOR - 00 ------ ___________________________J____------ '._______ _________________._ - ------ --- ----------------------------------- D // // / /r // / // // / // // / // --------- --------- ... -------•------ -- /r//j// /--------- //// // // / / r i//jj rr/ L � � - ---------------- ------ D - -- D - --�- -------.________________.._____ ______ _____ ____.._ ______.._.._..______._.._.._____.._ -�0130 D 4 FEE ___---------- - - ❑ 4 _ D F� S�B� R 0 o BUILDING KEY PLAN 1 ST FL T.O. SLAB Timm- - - 5TH STREET 1 5 9 10 13 2 TYP. 3 TYP. 3.2 TYP. 9 16 18 19 23 AVERAGE GRADE PL NE w w w C w w = w2 U C/) w O U_ 0 z N 4TH STREET (1 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 IN V ES' FINAEM'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF WOO- LO T_ L0 015 T_ 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 ARCM * No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp BUILDING B SOUTH & WEST EXTERIOR ELEVATIONS A2-61 Z Q J `- W 1 0. ILL C) N Ir- 00 0 COPYRIGHT (C O TPL _ LEVEL 5 T.O. SHEATHING TPL LEVEL 4 T.O. SHEATHING TPL LEVEL 3 T.O. SHEATHING TPL LEVEL 2 T.O. SHEATHING TPL LEVEL 1 T.O. CONC 0.00 FF I IKIIT 7 '?V I IKIIT A 7R_I? TYP. 00 5T 00 4TI 00 3R[ 60 M 2J EAST COURTYARD EXTERIOR ELEVATION I SCALE: 1/8"=l'-O" 13 TPL LEVEL 5 T.O. SHEATHING TPL LEVEL 4 T.O. SHEATHING TPL LEVEL 3 T.O. SHEATHING TPL o� LEVEL 2 T.O. SHEATHING TPL 0 LEVEL 1 T.O. CONC 0�.00 FF I IAIIT n 'JR I IAIIT 'J 'JAI 8 1 TYP. H 3.2 1 TYP. TPL ❑❑❑ ❑❑❑ LL I 00 LEVEL 5 T.O. SHEATHING ❑❑❑ ❑❑❑ TPL LL LLE�]00 00 LEVEL 4 T.O. SHEATHING --------•--------------------T-------- T------- -1---------1------------ -----------------------------------------------------------------••- ❑❑❑ 000 TPL 00 0� LEVEL 3 T.O. SHEATHING - ------ ,--------------------------T----------------------------- -----------------------------------------------------------------••- ■ ❑❑❑ ❑❑❑ TPL D 4 4 �0 00 LEVEL 2 ' T.O. SHEATHING ❑❑❑ ❑❑❑ TPL D 4 4 O LEVEL 1 T.O. CONCH , 0.00.00 FF 2 1 TYP. WEST COURTYARD EXTERIOR ELEVATION I MIT 0 d 1 1 IMIT d 1V f 8 ITYP. d 3.2 I TYP. Ell III El I . . . . . . . . ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 11 Los Ell 2 I TYP. 111111111111111 MINIMUM ■[I: - -_TP�_Q 00 LEVEL 5 T.Q. SNI��SI TPL 00 LEVEL 4 T.Q. S ,9T1FHMSL TPL 00 LEVEL 3 T.Q. S�WHFIQS L TPL r 00 I 1 LEVEL 2 ' T.Q. S TPL o' o 0 LEVEL 1 0.00 FF 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 EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE F_ EXPOSED CONCRETE : 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 c 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 Ll VENTS AND ANY OPENINGS INTO THE BUILDING 1❑ RETAIL STOREFRONT 1flMETAL GUARDRAIL 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 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 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. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. SCALE: 1/8"=1'-O" 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. 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 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. BUILDING KEY PLAN 5TH STREET w w CO U z w Of IL F- LU w F- L U) w O '1 3 w w U) w z 2i 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 ED7 OAK I VES`I'ME S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) Q U Q z Q Q z Q U) F_ LLI ry U) I- 'Cl- uj LO T_ L0 015 T_ Nt W MA Wh No. Date Description H 10 m 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 dr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J ARC/y,T ILL G��SED `��� N CV * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 of C A_ License Stamp o BUILDING B COURTYARD ELEVATIONS SOUTH COURTYARD EXTERIOR E L E VAT I O N I SCALE: 1 /8"=1'-O" 1 1 4TH STREET COPYRIGHT n BUILDING A2-62 T.O.PL -- HDR 5TH FL SUBFL OR _ T.O.PL --- HDR 0 4TH FL SUBFL T.O. PL 0 N O C9 cr, W rn � 3RD FL SUBFL C T.O.PL. 5TH FL SUBFL OR _ T.O. PL HDR 4TH FL SUBFL OR _ T.O. PL HDR w 3RD FL SUBFL OR - T.O.PL. HDR 2ND FL SUBFL OR _ T.O. PL. HDR 0 126.70' FF 1ST FL T.O. SL B ON GW 1�24.70' FG 2ND FL SUBF' T.O.PL. 126.70' FF 1 ST FL T.O. SL, 1�24.T0' FG HDR HDR HDR 0 ,B ON GRADE TYP. 1 HOURg ROOF/CLG ASSEMBLY TYP. 1 HOUF UNIT 20 CORRIDOR An-22 IJ FLR / CLG '-� ASSEMBLY TYP. 1 HOUR UNIT / UNIT 1 UNIT FLR / CLG AD-21 ASSEMBLY TYP. 1 HOUR 20 UNIT /— UNIT D 22.1 CORRIDOR ASSEMBLY UNIT TYP. UNIT "DRYCRETE" CONCRETE - MAT SLAB TYP. 1 HOUR 9 ROOF/CLG AD 21 ASSEMBLY L CORR CORR CORR CORR CORR TYP. 1 HOUR UNIT 20 CORRIDOR JCORR UNIT UNIT CORR D 22.1 FLR / CLG ASSEMBLY TYP. 1 HOUR UNIT UNIT / UNIT 1 UNIT CORR FLR/CLG AD 21 1 ASSEMBLY UNIT CORR TYP. 1 HOUR 20 UNIT /--- UNIT D 22 1 CORRIDOR CORR UNIT UNIT CORR ASSEMBLY UNIT CORR UNIT 4 ft UNIT CORR TYP. "DRYCRETE" UNIT CORR UNIT UNIT CORR 11 CONCRETE—] MAT SLAB 5 9 10 13 16 18 19 OVERALL BUILDING SECTION B I SCALE: 3/32"=1' HDR T.O. PL UNIT a) 5TH FL SUBFLOOR HDR T.O. PL UNIT o) 4TH FL SUBFLOOR - LO HDR T.O. PL M N M O UNIT a� 3RD FL SUBFLOOR HDR T.O.PL. UNIT o) 2ND FL SUBFLOOR T.O.PL. HDR UNIT o 126.70' FF 1 ST FL T.O. S AB ON GRADE 124.70' FAG 23 RAI 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 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ 0 N Q U Q Z Q Q Z Q Cn w ry U) w L0 06 LO Wh No. Date Description H r� v J 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 ' ^ v J procedures are not followed. () SED ARCy,T LL N No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 1 of � CA`\���� License Stamp o BUILDING B SECTIONS OVERALL BUILDING SECTION A SCALE: 3/32"=1'-0 1 COPYRIGHT A2-70 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 EI7 OAK INVES'1'?I• EN'I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 NA TF i V_ 0 N Q U Q Z Q Q Z Q U) w U) F_ NT w Ln Ln 015 T_ Nt W No. Date Description H 10 00 D U) 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, D ARCX /,/ LL �0 1171.4 N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9TF OF \F��� � CA�_ 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 ROOFICEILINGS 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 CONC & 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 I CEILING R-30 BATH TUB CONCRETE PER IN FLR F B 1000 F C 2000 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° -O" I A COPYRIGHT A2-80 UNIT 0.1 (TYPE III) REFLECTED CEILING PLAN I SCALE:1/4"=V-0" g I UNIT 0.1 (TYPE IA) REFLECTED CEILING PLAN I SCALE:1/4"=V-0" 7 UNIT 0.1 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 16 UNIT 0.1 ACCESSIBILITY PLAN I SCALE: 1 /4"=V-0" 15 c c 4 c <V T 0 N N N i 80 c 4 c M IQ, _h+" UNIT 0.1 D PLAN (TYPE 111) I SCALE: 1/4"=V-0" 14 10' C" v o � N UNIT 0.1 C PLAN (TYPE IA) I SCALE: 1/4"=V-0" I 3 1 A' -A" UNIT 0.1 B (TYPE III) iE: mlm SCALE: 1/4"=1'-0" 12 5-8 1 /2" 3'-5 1 /2" 3'-5 1 /2" 4'-4 1 /2" 1'-4" 1 0 0 LIVING VINYL 6'-3" '-6" 0 7'-5" 4" 1'- ELEC ------------------ � � LO KITCHEN VINYL _� � U4a U6b i LAUNDRY 1 I VINYL 11 Ufa LIJ IIIIIIIII 5'-1" U8d CLOSET VINYL FF BATH VINYL VERIFY 9'-1" 4" 1'- - - N/ I of I 010 010 I I L-- L 2'-10" 18'-4" UNIT 0.1 A (TYPE IA) I 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 & ETOE 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 EVENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING EFOR 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 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. 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 XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7 21 LOW WALL (SEE PLAN FOR HEIGHT) - 2X4 WALL TTTITIITTTTr- 2X6 WALL FURRED WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L _J 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 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 (7'-0" CLR. A.F.F. U.N.O.) .r r GYPSUM BOARD LINED JOIST BAY 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 1 i V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 W No. Date Description HC G W 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 with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. S�D ARch l ILL T N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9�F of \� CD C A` License Stamp o UNIT 0.1 PLANS AND INTERIOR ELEVATIONS A5-01 I COPYRIGHT (C UNIT 0.2 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 4 (V 10 N cr) M 3.4 UNIT 0.2 REFLECTED CEILING PLAN I SCALE:1/4"=V-0" 3 rN V I 1x 50 1'-6" rN I� I L------1 -� I I I iM ==I -------- 1i J I IL + �I L------ii IL----- � o of I I I a I I I I I I L--- - - - - -L 1 5442ii 1 1 1 [F-----A 1:1 I II I I i------'--� II 1 1 I I 136x421 1 1 11 I I oio 1 L-L----4-1-I 1--1+-1-------- I I I I I 11 I I oio li L+ 1 L-------LI- __ II I I I I I I I L J ------1 F------ r-----I V. 11 I I I I I L - --6"- -I---� I I I I I I I I II I 0 co I � J UNIT 0.2 ACCESSIBILITY PLAN I SCALE: 1/4"=V-0" 2 18'-0" 5'-6 1 /2" 3'-5 1 /2" 3'-5 1 /2" 5'-6 1 /2" 0 0 0 LIVING VINYL "L 6'_2" 3'-8" U5a f-I- - - CLOSET _ o U6b I AU� NDRY 1 VINYL I 1 VINYL I LI I LV------- I of I o l BATH 010 I KITCHEN VINYL U4a VINYL o10 iiL Ufa Jw VERIFY 1.3 2'-10" 3'-3 1/2" 3'-9" 9'-10 1 /2" 2'-0" 5'-11 1 /2" 18'-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. 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. 4.1 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 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 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP N i r 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 1.5 C? N M 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. 3.7 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 4.3 DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX 4.2 UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE 3.5 �? co Jo JUNCTION BOX 0 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 r r r GYPSUM BOARD LINED JOIST BAY r r r r 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR UNIT0.2A SCALE: 1/4"=V-0" 1 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ 0 Q U Q z Q Q z Q U) I- w w U) w T_ Ln 06 r Nt W No. Date Description H 2i W 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 with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARCjy�T LL A N N No. C29795 * 0 RENEWAL DATE CN AUGUST 31, 2023 qTF OF O License Stamp o UNIT 0.2 PLANS AND INTERIOR ELEVATIONS A5-02 COPYRIGHT Cc UNIT 0.3 REFLECTED CEILING PLAN I SCALE: 1/4"=V-0"I 9 UNIT 0.3 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" I 7 r I I I � I I I I I I I NI ID MJ --- 1' 6„ III OlO I NIII Jill _---------- -III OlO o II 1 1 1 1 II 1 1 I 1 I I L----1-J I I F- I - �N----+-----, - - r----I� --- -----I I x 1 1 N -_J c�i l I ------ I I xI I xl I Lo-- _- -- ----J C) I I100 I I I I I I I I II I I I UNIT 0.3 ACCESSIBILITY PLAN I SCALE: 1/4"=V-0" 15 F r UNIT0.3 C I SCALE: 1/4"=V-0" 4 1 a'_G 1 /0" UNIT0.313 1 SCALE: 1/4"=V-0" 3 1 F'-F 1 /7" r` 0 0 0 I (V I LIVING OP VINYL I I 0 I 6-8 1 /2" 2'-2" 6'-5" icli iv r II U5a i LV I O 1 6' 3.3 = CLOSET VINYL 3.1 ti M OlO KITCHEN 1.5 4'-0" 31/2" '15" VINYL --------- 2.1 1.4 iv 2.2 ELEC _ _ r----ice ILAUNDRYI 1 N I - VINYL I U6b 3.4 In 1 I Ufa _-J N U4a 3.7 BATH io VINYL 4.2 � 1.2 3.5 ih ih VERIFY 1/2" 6'-0" 8'-10 1 /2" 7'-3" 16'-5 1 /2" UNIT0.3A I SCALE: 1/4"=V-0" 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. 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. 4.1 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL IIII VVa11►A/_1II F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F 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. 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 0 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 r GYPSUM BOARD LINED JOIST BAY r r r r 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 z Q Q z Q U) I- w w W w V_ Ln 06 V_ Nt W No. Date Description H 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 anprior 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 AR(- LL N No. C29795 0 RENEWAL DATE AUGUST 31, 2023 9TF OF O CA��F��� License Stamp o UNIT 0.3 PLANS AND INTERIOR ELEVATIONS A5-03 COPYRIGHT Cc 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 c`I N N (S & P) - SINGLE SHELF AND POLE @ 70" AFF N CDO F�' N (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF -' -' (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED o MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 0 a 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION o `n 4 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION C?q, k4 ` `� C?Cl) 2.3 15" WIDE BREADBOARDS Cl) 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 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. UNIT1.1 C SCALE: 1/4"=1'-0" 4 3.7 OIMAX. REMOVABLE CABINETS. PROVIDE FINISH NG BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER WASTE LINES. 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" 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 4.4 RECESSED MEDICINE CABINET CV CV 0 45 MIRROR 0 w� O v J � , UNIT PLAN NOTES o T `. o M bo Cl) 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR = OPEN STUDS) U.N.O. N 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 a' END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED _[m4 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. UNIT1.1 INTERIOR ELEVATIONS SCALE: 1/4"=V-0" 7 UNIT [� 1.1 B SCALE: 1/4"=1'-0" 3 14• ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, 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'-3" 9'-0 1/2" -6 1/2' XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) IIIIIIg - 2X4 WALL rN 0 7-- 2X6 WALL Iv I L I 3'-8" 4'-0" 4'-2" I X FURRED WALL I 1 � AD-XX I � 1. 6" r I F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP o BEDROOM 0 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A CARPET TEMP L J I I RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC X MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE i LIVING INFORMATION "? VINYL ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN iv OCCURS IN 2x4 FRAMED WALL. I I` LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 3'-10 1/2" 3'-8 1/2" 4'-3" 11'-2" 1 0 MORE INFORMATION I II V-6" V-6' I `I Cl) 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 COMPLY WITH OPTION 2 ITEMS 8 -12. II � � II II Ir ,I I II II I'L� I N UNIT RCP NOTES II I I N u I I N Cl) _ "' II I i 7'-7" I CLOSET 3'- Ufa O C`' _ N� co 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR LM- J ii -----1.5 ----- CARPET REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. / I I 1.3 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. GKSfT- i� r--------� VINYL N 1 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. / \I/ \1/ 32 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT j -t--- -- . 54 4_2 I I IF I I I I I_ /i\ \ � El INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. I ___I _____� -Ir L------ 7 - cV KITCHEN VINYL I 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL --- -- J - - - --- 7'-5" V-5" 2'-2" -1 o 3 1 CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX 36x421I --- - L---L-----J Z� 3.7 o BATH Cn 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL G° F------ 4 -- __�__� ; 0I 4.3 VINYL O M olo 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL 1 DO �-r i-----1-I i iT-H �I0 UNIT RCP PLAN LEGEND I 1 ii010 4.2 / / ------ 1----- ----_ --J - r �I 11 r----11 I �x1 L__--I L0I I I I I J I I i I N a' 1.2 C I LAUND lY I Ufa VINYL I w I I --� � PENDANT HANGING LIGHT FIXTURE Q JUNCTION BOX L-- -IJ 1 �-Gn I V -- I N L-- IJ U1a w I o SURFACE MOUNTED LIGHT FIXTURE L--J 3.5 L -J ------- Q RECESSED LIGHT FIXTURE AD-XX I I I VERIFY Fe WALL MOUNTED LIGHT I I 2.4 DIFFUSER / FAN SEE MECHANICAL FOR MORE INFORMATION I I I � I ACCESS PANEL Ix I I� 1 L J 110, 7'-5" 3'-7" 5-0" 7" 3'-3" 2'-4" 10" CEILING FAN 24'-0" g-0 CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) -rrrr� rrrr� GYPSUM BOARD LINED JOIST BAY 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 6-6"CEILINGATTYPEA2NDLQQR 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 ED OAK TNVFSTMFNTI- 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 N Q U Q z Q Q z Q U) w w U) w V_ LO 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 AR�y, No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � OF C A\-\ License Stamp UNIT 1.1 PLANS AND INTERIOR ELEVATIONS A5-1 1 (N CN C) N 1 COPYRIGHT (9 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 1/2" 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 U LU w (S & P) - SINGLE SHELF AND POLE @ 70" AFF N iv (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF ~ (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MIT M @J MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 0 0 N N 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I � o � Fo 2.3 15" WIDE BREADBOARDS O cn 2.4 FULL HEIGHT PANTRY CABINET o cP . o FIXTURES & APPLIANCES Cf) co 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 N �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 REMOVABLE BASE CABINETS I 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 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. 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"=V-0" 12 NOT USED SCALE: 1/4"=l'-0" g UNIT 1.1 G SCALE: 1/4"=l'-0" 4 FAUCET.TOBASELIP OF SINK 3.7 SINGLE LEVERKATETS. 4" MAX.EREMOVABLE BASE A& WASTEPROLINVIDE FA VATOFR & PROTECT WATER ISHS. BELOW REMOVABLE 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 23'-10" ACCESSORIES 5'-11" 6'-1" 71 2" 71/2" 9'-0 1/2" 71/ 11" 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. TOILET PAPER HOLDER @ 19" A.F.F. rpm I 0 N 0 - 0 0 iv 4.4 RECESSED MEDICINE CABINET 0 4.5 MIRROR UJ 0 a o 9 I � r 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 N N 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH M co 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 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. 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. 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"=1'41 11 NOT USED SCALE: 1/4"=1'41 7 UNIT 1.1 F SCALE: 1/4"=1'-0" 3 14. VERIFY ALL APPLIAFIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FABRICATION AND INSE, 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" 1 V-4 1/2" 4 1 2° 5'-11" 6'-1" 7 1 2" 7 1/2" 9'-0 1/2" 7 1/ " 11" 17. SUBMIT CABINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND APPROVAL. UNIT PLAN LEGEND p O I I O O N N DOOR REFERENCE N N <V CV XX A711 O Z = Z o XX WINDOW REFERENCE A7 21 w 0 a - 0 ' I I o o _ W LOW WALL (SEE PLAN FOR HEIGHT) I , - 2X4 WALL 2X6 WALL I o �, ,, o M � � co X FURRED WALL � M I � N AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP o o cam' I � "� I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A fV L J RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC MAX. ABOVE FLOOR -SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION I I 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 I II / II MORE INFORMATION I 11. 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"=V-0" 10 24'-0" UNIT 1,1J� SCALE: 1/4"=V-0" 6 UNIT 1.1E 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 - - 6'-1" 6'-1" 9" 10'-0 1/2" 1' 0 1/2" 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 1 1 V-4 1/2" 4 1 2" 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL a:CQ Q CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX _ Q 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER w w DETAIL N CV 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL �, AD-XX UNIT RCP PLAN LEGEND N o <V N 0 � o I0 � _ PENDANT / HANGING LIGHT FIXTURE d o - C° I d - I o v 9 JO JUNCTION BOX U) o SURFACE MOUNTED LIGHT FIXTURE N Q RECESSED LIGHT FIXTURE AD-XX I °' I Fe WALL MOUNTED LIGHT o I o o _ � I o ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION M I I (V CO M I N co ACCESS PANEL N � CEILING FAN I N I � Cl) I g'-0" CEILING HEIGHT N r 7- SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) I LO -rrrr� rrrr� GYPSUM BOARD LINED JOIST BAY 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILING AT TYPE 1ST FLOOR 8'-66"" A CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4"'-0" - 9 UNIT 1.1 H SCALE: 1/4"'-0" - 5 UNIT 1.1 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 OAK INVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 Q U Q z Q Q z Q U) w LLI U) w V_ LO 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. �SED AR�y, \\�o No. C29795 RENEWAL DATE AUGUST 31, 2023 ,UGUST �F C A\-� License Stamp UNIT 1.1 PLAN VARIATIONS A5-1 2 N N 1 COPYRIGHT (9 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 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 Aloo `> MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 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 & 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 4 ELEC ,' li` 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO � %cam+ a ,' i i VENT TO EXTERIOR T LV i 3.4 REFRIGERATOR J /I\ ' L 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. - II------� 1 I 6x421 60"00" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING I I I I FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED � _ _i _-- ° r ? GLASS ENCLOSURE. L----J---J _I i- �1 -� --- -4-�-�I 3.7 LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE Li J II I I I I � I I I I I I I II II FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. I ii i 1 lF4 --I F _-_ I `O i 11 1 1 IL �4�442 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. - - L JL LO I I L- ----- I 00 I� O O I I - ACCESSORIES 4.1 18" WIDE TOWEL BAR 40" A.F.F. @ -0------- I 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. 4.3 TOILET PAPER HOLDER @ 19" A.F.F. I I 4.4 RECESSED MEDICINE CABINET I I 45 MIRROR IC0 I 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 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. S6 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. 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. ;Fi� \ 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE PLUMBING PLANS FOR FIXTURE SPECS. 0 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. UNIT 1.2 INTERIOR ELEVATIONS SCALE: 1/4"-1'-0" 5 UNIT 1.2 B SCALE: 1/4"-1'-0" 2 17 SUBMIT CA APPRO ALBINET, COUNTERTOP AND CABINET HARDWARE SAMPLES TO OWNER FOR REVIEW AND UNIT PLAN LEGEND 32'-3" 7'-11" 5'-2 1/2" 19'-1 1/2" XX DOOR REFERENCE A7-11 4'-0" 3'-11" XX WINDOW REFERENCE A7-21 S LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL TTTITIITTTT� 2X6 WALL X FURRED WALL AD-XX / DECK F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP \ REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L _J 0 77,'�i RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE r r r\ U2a bO? INFORMATION r r r r r r r / J \ ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. r\ T P r r r rr. iv q> LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 0 MORE INFORMATION �� 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 VINYL rL COMPLY WITH OPTION 2 ITEMS 8 -12. 1.4 UNIT RCP NOTES BEDROOM \ CARPET 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. / io "L 2'-2" 9'-7" `b 1? Cl)�` `�' 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. ` N U3a U5a ��\ 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 \ CLOSET\ 2.4 CARPET ELEC ��o INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. / i 50 I Ed 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL a d LO CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. AD XX T _ LV I \✓ o CLOSET M 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER 3.2 - - ---------------------------J \ N bINYC DETAIL + 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX iv KITCHEN U7b O UNIT RCP PLAN LEGEND � I VINYL BATH VINYL U4a ILO T � CV 2.1 LO U6b > PENDANT / HANGING LIGHT FIXTURE r --- LAUNDR JO JUNCTION BOX I VINYL I o SURFACE MOUNTED LIGHT FIXTURE - J - - - - El L Q I I N U1a ii - - i RECESSED LIGHT FIXTURE �rrrr - _CD L- J II AD XX Ie WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION 3.4 3.3 1.1 3.7 4.3 4.2 3.5 1.2 ElACCESS PANEL CEILING FAN 10" 6-11 " 3'-6 1/2" 5'-0" 4'-1 " 8'-8" 2'-0" 1 -2 1 / " 32'-3" 9_0 CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) -rrrr� rrrr� GYPSUM BOARD LINED JOIST BAY 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR CEILING AT TYPE IA 2ND FLOOR 8'-66""A 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 ED OAK TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 N Q U Q z Q z Q U) I__ w w U) w V_ LO 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 AR�y�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A\-� License Stamp UNIT 1.2 PLANS AND INTERIOR ELEVATIONS A5-1 3 N N 1 COPYRIGHT (9 --------------------------------- I I I I I I I UNIT 1.3 REFLECTED CEILING PLAN I SCALE:1/4"=V-0" 5 UNIT 1.3 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 14 UNIT 1.3 ACCESSIBILITY PLAN I SCALE: 1/4"=V-0" 13 Cl) ')r'_r)" 0 M c F_ 6 II II II II II II II II II II II II II II II II - � M II I I--L------------1IL ELEC F111 N 01 I I F1 I N � � N I 010 O O cu II I LI---J Cq - L_--J C? 25'-0" 25'-0" UNIT 1.3 B I SCALE: 1/4"=l'-0" 12 1'-01,L 12'-0" 12'-0" 8 1 /2" 11 " 2'-9" L 5-0" 4'-3" 6'-7" 5'-5" (V N 00 CD (V r` N 0 N M ® DECK - � _4 N 0 z= _ o LU CL o � OU2a U) I 0 TEMP BEDROOM CARPET ' co c? M 0o BO a, LIVING - VINYL M U3a U5a 1' 12'-2" - II II II II 3'-7" 7'-7" 0 Cl) _ CLOSET °' N `o OU7c CARPET `n 1.5 III - II --IL ------------ A1-- 1 _CLOSET 1ttNYL- 1.1 I i El EC o BATH 3.1 KITCHEN - 0? VINYL U4a VINYL 2!! rr 3.7 N c7 N 4.3 3.3 O 10 `o 010 N 4.2 - 3.5 2.1 - �I--- i ILAUND 1 2 `� I I VINYL I N E U 101 a __J <? 2.4 3.4 4'-7 1 /2" 3'-6 1 /2" 60i]Y VERIFY 1.3 3'-7" 7'-5" UNIT1.3A I 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 EVENT TO EXTERIOR 3.4 REFRIGERATOR 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING EFOR 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 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. 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 XX DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7 21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL TTTITIITTTT� 2X6 WALL FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L � ELECRECESSED 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 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.) -rrrr� GYPSUM BOARD LINED JOIST BAY rrrr� 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 N Q U Q z Q Q z Q U) I- w w U) w '_'^ L !! 06 W No. Date Description HC G U) - 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 /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v) 0. C_ D ARCy"T ILL �0, N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9�F of \� CD C A` License Stamp o UNIT 1.2 PLANS AND INTERIOR ELEVATIONS A5-1 3 COPYRIGHT UNIT 2.1 INTERIOR ELEVATIONS I SCALE: 1/4"=V-0" 4 (V N 0 N C+7 UNIT 2.1 REFLECTED CEILING PLAN I SCALE: 1/4"=l'-0" 3 UNIT 2.1 ACCESSIBILITY PLAN I SCALE: 1 /4"=l'-0" 12 36'-2" 12'-2" 12'-0" 12'-0" 6'-1" 6'-1" 2'_9" 5'-0" 4'_3" 6'_7" 5'-5" 3711" 11 ",3" 10' 10" -' DECK q 0 0 w 0- O J 1? U2a 0 MASTER BEDROOM TEMP BEDROOM 2 - a, CARPET CARPET M v LIVING o VINYL `? 3'-1" 3'-0" 8" 4'-8" 12'-4" 4'_3" 7'-7" U3a U5a U5a II II --- CLOSET II LV CARPET 6'-9" i li 1 - M II U7C I I I 1.5 I I O L------------ ------------- _1I o X U8a i/ I 3.2 - -CLOSET- VINYL 1.1 /I� I � ELECElII X I I ° i 3.1 C? U4a BATH 2 --- U4a KITCHEN ;t VINYL VINYL o 3.7 c� II n Oi`� 4.3 MASTER BATH I- _ r r r r r r � - - - - - - - rrrrrrrrrN r 4.2 El VINYL ILL iU ifs W M rl--- U6b i LAUNDRY 1.2 -- U1a I I VINYL I iv o - L - J N c� 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" UNIT 2.1B 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. 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. 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL 10 VVA11►A111II F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F I I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELECRECESSED 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 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 g-0 CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) -rrrr� GYPSUM BOARD LINED JOIST BAY rrrr� 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 /NT� VJ Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 W No. Date Description HC G 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) 0. SED ARCy1T ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 9A" of CD C A` License Stamp o UNIT 2.1 PLANS AND INTERIOR ELEVATIONS A5-21 COPYRIGHT 71 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" 5' -11" 6'-1" 6'-7" 5'-5" 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1 " 6'-6'-1 " 6'-1 " 5'-11 " 10'-1 " "11" 11" 10' 101, 1.3 WORKSTATION 11'-0' "11" 11" 1 '-10" LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION N N N (V N - DECK iv N DECK N (S & P) - SINGLE SHELF AND POLE @ 70" AFF (DS & DP) -DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF o I o F7_ Y (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH w I0 a I _ _J I I I I I o� � I I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I _ I _ 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I o 910 tN., � �0111 M 2.3 15" WIDE BREADBOARDS N I I � I / 2.4 FULL HEIGHT PANTRY CABINET ❑ IV ao ; I o FIXTURES & APPLIANCES rNi 31 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & ❑ I 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 I I REMOVABLE BASE CABINETS 24" WIDE DISHWASHER ih I I ❑ 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR I I 3.4 REFRIGERATOR ------- I 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. 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 TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE FINISH FLING BELOW R MOVABLEE BASE CABINETS. INSULATE & PROTECT WAT R& WASTE LINES. 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. RECESSED MEDICINE CABINET N �_ �_ N &4 DECK LII L-i N `4 DECK '� `4 45 MIRROR I I I I I I IIIII IIM= I � _- IrI�� a ' � LLI Ir� UNIT PLAN NOTES 4'-4" '-0" 3'-8" �' I J � I ///JI / o I � N I i I °' M ,iI I T 9 M 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR OPEN STUDS) U.N.O. o O / I 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL TEMP DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 I I 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH o &4 i ; I I o M 0, f/ f, / END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED GYP. BOARD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BOARD. I I 4. FOR RECESSED FIXTURES AND EQUIPMENT INSTALLED IN A RATED WALL REFER TO DETAIL AD XX I I/ 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 r, i I PLUMBING PLANS FOR FIXTURE SPECS. I 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. _______ _______ 10. FOR SHOWER PAN AND FLOOR/ CEILING ASSEMBLY, REFER TO DETAIL ADXX 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 2.1 J SCALE: 1/4"=1'-0" 7 UNIT 2.1 E SCALE: 1/4"=1'-0" 3 14. ALL FIX RE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION ANAPPLIA INSE, T 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 CV N DECK N N DECK N DOOR REFERENCE XX A7-11 I LU I z o I WINDOW REFERENCE A7 21 0 1 0 I I w I LOW WALL (SEE PLAN FOR HEIGHT) I I I 0- ? I 2X4 WALL o I 91 o o w I w o C0 I I M M CO v I M M 2X6 WALL FURRED WALL AD XX o I I � I I F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I 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 UNIT2.1 H SCALE: 1/4"=1'-0" 6 UNIT 2.1 D 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" 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'-1" 6'-1" 1'-6" 9'-01, 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' q1l.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 _ iv N _ _ _ 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER fV - = N CV N DETAIL _ fV o DECK Z o (V _ N _ N 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL = 5� o DECK AD-XX W o I w UNIT RCP PLAN LEGEND 3'-8" 4'-0" 4'-4" I - I U2a I - PENDANT/ HANGING LIGHT FIXTURE o I i `� I cP o F_ o I I I T o O JUNCTION BOX co I ==> I I M Cl) co I I M M o SURFACE MOUNTED LIGHT FIXTURE TEMP I I Q RECESSED LIGHT FIXTURE AD XX I I I in I Fe 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 GYPSUM BOARD LINED JOIST BAY r r r r 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1ST FLOOR 8' 6" CEILING AT TYPE IA 2ND FLOOR UNIT 2.1 G SCALE: 1/4"=1'-0" 5 UNIT 2.1 Cj 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 1 I C) N Q U Q z Q Q z Q U) F w U) w V_ 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. N- ARCy�TF No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp UNIT 2.1 PLANS AND VARIATIONS A5-22 014 N N 1 COPYRIGHT (D 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 I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I 2.3 15" WIDE BREADBOARDS 2.4 FULL HEIGHT PANTRY CABINET I FIXTURES & APPLIANCES DOUBLE BASIN SINK W/ GARBAGE SAL. PROVIDE W SINK REAR DRAIN TO LOW FOR KNEE & 3'1 OWITH LCLEARANCE I TOE CLEARANCE GC O CONFIRM SINK DISPOSAL NSTAOLLED WILL/ MEET KNEE & TOE 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 E VENT TO EXTERIOR 3.4 REFRIGERATOR 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E 3.5 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 EFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOT USED SCALE: 1/4"=1'-0" g NOT USED SCALE: 1/4"=1'-0" 4 3 LAVATORY: SINGLEFAUCET.TOBASELIP OF SINK A 4" MAX.REMOVABLE BASE A& FLOORING BELOW REMOVABLE WASTEPROLINVIDE FINISH 3.8 S. E & PROTECT WATER 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"=l'-0" 7 NOT USED SCALE: 1/4"=l'-0" 3 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION ANAPPLIA INSE, 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" 12'4° 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" 6-0" 4'-3" 6-1" 6-11" APPROVAL. UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 � XX WINDOW REFERENCE I I A7-21 J O ; LOW WALL (SEE PLAN FOR HEIGHT) / I 2X4 WALL I 2X6 WALL I I CV I X I I I � FURRED WALL AD-XX - -1 - C? = C?F.M.C. M FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP I N Cl) M Cl) I F 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 M I ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN M I _ _ _ OCCURS IN 2x4 FRAMED WALL. Y I I LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR T �___= r 1 II o 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"=l'-0" 6 UNIT 2.1 Q 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. 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 N I - N DETAIL N I DECK i - N 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX zo I = I UNIT RCP PLAN LEGEND LLJ d _ I I 0 v U) PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX (V I I 0 SURFACE MOUNTED LIGHT FIXTURE I � Q RECESSED LIGHT FIXTURE00 AD XX M - I / ii Fe WALL MOUNTED LIGHT M Cl) I f ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION I I ACCESS PANEL I I C? CEILING FAN M I g_0° CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) r r r r GYPSUM BOARD LINED JOIST BAY rrrr� 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION '-" CEILING AT TYPE 1ST FLOOR 88'-66A" CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4"=1'-0" 5 UNIT 2.1 P 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N_ C) N Q U Q z Q Q z Q U) w w W w LO T_ Lid 06 LO 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 AR�y�T� * No.J RENE AUGUSQ- OF C A� License Stamp UNIT 2.1 PLAN VARIATIONS A5-23 z Q ^J 1r n v ILL N N N 1 O 00 0 COPYRIGHT U UNIT PLAN KEYNOTES FINISH CARPENTRY: MDF SHELF AND WOOD POLES U.N.O. CONFIRM SHELF HEIGHTS WITH OWNER I F - 1 1.1 COAT CLOSET: (S & P) SHELF AND POLE MOUNTED @ 70" AFF F / \ =r 54x42 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" WORK STATION 010 II I I 4 I I I I II I I 4 I I I I II I I h I I I I I I I I I I I I I 1.4 LINEN SHELVES: 5 SHELVES EQUALLY SPACED 0i0 h L-L---- L-JL-J_J_J I I p I I I I I 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION I i i ii +___' ________JI (S&P)- SINGLE SHELF AND POLE @70"AFF J L JL J (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 rN 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION LO L-L UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION -------- 2.3 15" WIDE BREADBOARDS JFULL HEIGHT PANTRY CABINET I FIXTURES & APPLIANCES DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 31 ETOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER I i_M -i II 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE I I r LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH REMOVABLE BASE CABINETS I I i i II II 3.2 24" WIDE DISHWASHER r 7 - 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 54 42 ---------------------- 3.3 VENT TO EXTERIOR I � 3.4 REFRIGERATOR 36x42 I 3.5 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING I--------JI I c I FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. ---I--- ---- I 1 r 36x42 I 11 - 60x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72"HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 II I----11 FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED -I�---tl _ i t ill GLASS ENCLOSURE. EI I X11 3 / LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE L - - -IJ I col L------fir' I I 11 FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. -�---J-L+JI I J - --------- 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. _54x42 JI o 111F----ice-- � Ck4 1 ACCESSORIES IIIIIIIIIIIIII co 54x441I 11 1 1 i Z IF 1 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 48x60------o L��-�J ----- fig III J 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I I I I ■ 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 4.4 RECESSED MEDICINE CABINET L J 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" 11'-6" 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 " 11'-2" 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 �\ /��\ 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. o - I - 4- 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. t° `9 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAIL AD XX 1/4/4� v 11. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING VENTS ARE PERMITTED "I 010 " IN FIRE WALLS. r 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. UNIT 2.2 INTERIOR ELEVATIONS SCALE: 1/4"-1'-0" 5 UNIT 2.2 C SCALE: 1/4"-1'-0" 2 17 SUBMIT CA 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 2X6 WALL I FURRED WALL AD XX C I I 711411 DECK J ® I i I / \ -- ---- I F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP ---J L--------- c N r SLOPS REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A N o0 U2a 1/4" : V-0" zo L ELECTRICAL SUB HIGHEST OPERABLE PART AT 48" MASTER IO ELECRECESSED -PANEL, BEDROOM 00 010 KITCHEN MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE N CARPET VINYL INFORMATION N I I I 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 3'-1" " 3'-0" 8" 3' " F-7 - - 1/2" 1'-10" 2'-9" 3'-9 1/2" 3,_8" 2'_2" 9' 8" 0 MORE INFORMATION oo DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL U3a L COMPLY WITH OPTION 2 ITEMS 8 -12. - _ UNIT RCP NOTES LVI I LIVING VINYL II - 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR C° i I Zh @ 3RD FLOOR 0 zo N CL SET @ 4TH,6TH FLOOR AA 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. I v ~ U8a O VINYL , 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. °' Cl) 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT 1.5 _ \I INSTALLATION. 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. r - r - r - r - - - - r - r - r - r / U4a _________________ 1.5 � 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL r-r-r-----r-r-r-r- r r r r r r r r r r r r r r r r r r 4.3 CLOSET CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADXX r r r r r r r r r r r r r r r r r 3'l-1" 1" 4'-3 1/2" 4'-0" 't CARPET 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL I I 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX MASTER BATH r----11 L U6b U7a CVbYLT U8d - VINYL El } SUNDRY i i INYL U3a UNIT RCP PLAN LEGEND F � W - M II L---IJ In Cn ZO PENDANT / HANGING LIGHT FIXTURE o ❑ iv BATH U4a V INYL � w @ 3RD FLOOR 0 RO @ 4TH,6TH FLOO BEDROOM 2 O JUNCTION BOX o SURFACE MOUNTED LIGHT FIXTURE � L, > 0 RECESSED LIGHT FIXTURE ADAx F_ r` CARPET _ ti Fe WALL MOUNTED LIGHT DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION _ ACCESS PANEL �11 �14 �12 �35 4.j24.3 �37 Jr CEILING FAN 10" 7'-3" 71/ " 6'-9" V-0' 2'-3 1/2" 6'-11" 11-10" 0" CEILING HEIGHT 1, 8'-8 1/2" 19' 28'-9 1/2" 37'-8" 7 1/ " SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) -rrrr� rrrr� GYPSUM BOARD LINED JOIST BAY 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR 8'-66""A CEILING AT TYPE IA 2ND FLOOR UNIT 2.2 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 2.2B SCALE: 1/4"=1'-0" 1 0.!-4 N is. 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 TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 Q U Q z Q z Q U) I__ w w U) w V_ LO 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 AR�y�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A\-� License Stamp UNIT 2.2 PLANS AND INTERIOR ELEVATIONS A5-25 z Q ^J U) ILL N N 1 COPYRIGHT (9 F_ 5 y 'Y71 all ').a" ----------- OO--------� b I I SLOP o - o 010 LO It zo M O;O o � (V � I I I L___U LV II I II 0 - N II II r CC14 I II II 00 � � II II II II L11 II ZNI II r---11 I I I I I in N I Elill I I I L---IJ � 10 0 I - O (V 11111711111111111111111 ELEC 50 r, 0 0 D 8'-8 1 /2" 17'-10 1 /2" 37'-6" 28'-9 1 /2" 10'-11" 2'-9" UNIT 2.2 G I SCALE: 1/4"=l'-0" 4 UNIT 2.2F SCALE:1/4"=1'-0" 3 11'-0" 5'-11" L 5'-1" 37'-6" 26'-0" 7 1 / " 14'-4 1 /2" 6'-0" 8'-4 1 /2" 11'-6" UNIT 2.2E I SCALE: 1/4"=l'-0" 12 7,1 I ---_J Imo\ L�----------- ti r I � � I SLOP iv 1/4" : '-01, 1 O;O co O;O I I I r--I L--JJ LV I I I II Cat II i @ 3RD FLOOR 0 `~ II j @ 4TH,6TH FLOORO - N 1 II I _ 0 II II I II II 1---------------------- II M II II II II II I I Ii I I I 04 I EI L---IJ II zo ❑ @ 3RD FLOOR 0 mi @ 4TH,6TH FLOORO - N ELEC eo 0 in 0 18'-11 1 /2" 37'-6" 9'-10" 711 /1 UNIT2.2 D I 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 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. 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. H 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL 1111:7:7��1►�%1�� F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A 1 ELECRECESSED 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 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 GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 1 i 0 N Q U Q z Q Q z Q U) w w Cn w N_ LO 06 LO No. Date Description HC G �D 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 ) / v procedures are not followed. SED ARCIII ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 9AF of O C A` License Stamp o UNIT 2.2 PLAN VARIATIONS A5-26 COPYRIGHT 7C F_ GO CM M zo N in ZZ 0 in 00:li 10" 2'-9" 26'-2" 1 l'-6" 7 1 / " 14'-4 1/2" 7'-0" 4'-2" 7'-8 1/2" 11 LV II I II II II II II II I II II II II II II II II II II II II II EI ZNI JU ELEC I 010 O;O I I I I - - I L__JJ II II II [UI SLOP O r---11 I I I I 0 I 8'-8 1/2" 14'-9 1/2" 14'-0" 28'-9 1/2" 37'-8" 10" L 2'-9" bo F_ N GO M UNIT 2.2 L I SCALE: 1/4"=l'-0" 4 - CD I I SLOP O;O o - F? O j0 0 (V � I I I r-- L_-11 LV II I? II II 0 _ N II II - ZN II II 00 t' O T II II II ______________________ II II M II II II II II r---11 I I li I II L9 N I ,_ Elill L---IJ ❑Z21 o a _ O N ELEC 0 00 ti ire TED E:IWYilNail 17'-10 1/2" 37'-6" 10'-11" UNIT 2.2 K I SCALE: 1/4"=l'-0" 3 M 00 M feiJteL! -' �- O I I r- I I SLOP 1/4": V-0" O;O o - CO I?O;O o (V � I I � I r--I 1 L--JJ LV II I n � II II 0 II I co N II II N II I II 0? P_ � II II II II n II II M II II II n II I I N r` I ElII L---IJ zo 0 a I - O (\t ELEC 0 iLU F, in O N 0 i0 N 0 L0 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 E 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 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. U 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 (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. 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" FLOORS. 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. 8'-8 1/2" 28'-9 1/2" 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE 37'-6" 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. I UNIT 2.2�J SCALE: 1/4"=l'-0" 2 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION ANAPPLIA INSE, 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'_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" RECESSED RIM JOIST �,\ RECESSED RIM JOIST ���\ RECESSED RIM JOIST © ---------� �� y----- r I I I I SLOP OI I O;O I I I I r-- LV I I II II I I II II I I II I 1 © { I 1 II II I II II II II II II I II II I 1 I I I L=_____________________ II II II II El II I I I II I I I II I I L---IJ I I II I ❑° I I © { I I I I ELEC I I 0 17'-10 1/2" 28'-9 1/2" 8'-8 1/2" 37'-6" zo o I`IZECESSED ; RIM JOIST 0 \ \ \ \ Zo �_--RECESSED r RIM JOIST RECESSED RIM JOIST L9 CO co co UNIT2.2 H I 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 TTTITIITTTT� 2X6 WALL X FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I ELECRECESSED 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 ADAX UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE O 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 GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �1 Architecture + Planning 17911 Von Korman 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 1 i V_ 0 N Q U Q z Q Q z Q U) w w U) NT w N_ L0 06 LO No. Date Description HC G W �D 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 ) / v procedures are not followed. ARCy1T ILL G��SED N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 9�F of C A` License Stamp o UNIT 2.2 PLAN VARIATIONS A5-27 1 COPYRIGHT 101 111 ')7' a" O I 1 I I I SLOP - 114" : V-0" 010 I I CO C?O 10 I I _ CV � I I I I L__JJ LV II I II 0 - N II II r CC14 I II II 00 � � II II II ---------------------- II II co II II II II II ZNI II r---11 I I I I I in N � El ill I 1 1 L---IJ II inI 0 U I - O CV ELEC 50 0 r, in 0 O 8'-8 1 /2" 23'-1 1 /2" 37'-6" "27. G,. 28'-9 1 /2" 5'-8" UNIT 2.2 Q I SCALE: 1 /4"=l'-0" 4 <=-------� U / \ ----- I SLOP N - O;O F� 010 CV � I I I r-- L_-11 LV II I? II II 0 _ N II II - ZN II II 00 t' O T II II II ______________________ II II M II II II II II II r---11 I I li I 1 I N I . ill I 1 1 "v co O O a U4 c O CV ELEC 00 0 ire 0 E:315:11FPA 23'-1 1 /2" 37'-6" 5'-8" UNIT 2.2P SCALE:1/4"=l'-0" 3 26'-2" 11'-2" 7.1 / " 14'-4 1 /2" 7'-0" 4'-2" 7'-8 1 /2" 6'-8" --------------------------------- I I O _ O ----J \ / 'u------- I - /\ I- I I I 1 I SLOP 1 010 I 1 01I0 I I I I I I El J I r9 r-- L--JJ LVI I II 7n � n II 0 II ' N I II II CO II o0 � II II II I ---------------------- II II II II n II II I I N EI L---IJ r` II in Z21 I � O a I OLEC = O , CV I bo ILU- r` 0 in O 14'-9 1 /2" 14'-0" 28'-9 1 /2" 8'-8 1 /2" 37'-8" 10" UNIT 2.2 N I SCALE: 1/4"=l'-0" 12 - 26'-2" 11'-6" ,w 11'-2" 7 1 / " 14'-4 1 /2" 7'-0" 4'-2" 7'-8 1 /2" 6'-8" � o 17-7 I I SLOPE MIN. <° 1/4 O;O zo 0;0 I I I I I r - - I zo I ;I II L - - LV I I I II I II I 0 II N I II II zo - N I II II I ap II n II 1 ---------------------- ---------------------- II 1 II II II II I I li I I I h I El L---IJ II zo a<==> _ o N ELEC ao r` 0 in FIF-0 O 14'-9 1 /2" 14'-0" 28'-9 1 /2" ' 8'-8 1 /2" 37'-8" 10" UNIT2.2 M I 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. ELAVATORY: 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. 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I ELECRECESSED 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_J 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL ADAX 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 (7'-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 1 i V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 No. Date Description HC G W 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 ) / v procedures are not followed. 0. ARCy"T ILL G��SED N No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 9AF of C) C A` License Stamp o UNIT 2.2 PLAN VARIATIONS A5-28 COPYRIGHT 71 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 13i MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH I I I 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 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 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. rX 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 GLASS ENCLOSURE. -------- L _6_ ❑ LAVATORY: SINGLE LEVER FAUCET. TOP LIP OF SINK AT 34" MAX. REMOVABLE BASE CABINETS. PROVIDE 1 V-" _ 54x4211 C 54x42 � _1 I FINISH FLOORING BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER & WASTE LINES. Q I E_____ X 136x42 I ---__� 1 II 36x42 III 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. ----------------- 1 i 1 q i Ii i I I I 1 II 11 i v1 i ACCESSORIES II 104 v I I L o L ------ xl M 1 1 i 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. �� h 11 ------- -- � ------- _6- � 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. F- --4-� O IO J __-- l II I 1'-6"i 1 = r---- ::1 I I t1 I 11 11 ---- --t1-----�1 I 11 11 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 1- -------- 1 1 11 -I----;-�-------- 010 I 1 1 Al �i 1 1 4.4 RECESSED MEDICINE CABINET L-----J r L---- L----- 4.5 MIRROR jL-L---- J I I x it--- i _ _ I 1 1 IL J I I JI I I L------ LI_ -_ J L-- J I I I I I 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. I I 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 X END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE, PRIME & PAINT EXPOSED 100 1 L� J 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 2.3 INTERIOR ELEVATIONS SCALE: 1 /4"=1'-0" 4 UNIT 2.3 ACCESSIBILITY PLAN SCALE: 1/4"-1'-0" 2 14. ALL APPLNCE, FITURE AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSTALLXATION,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. 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) 40'-6" - 2X4 WALL 1 V-3 1/2" 8'-4 1/2" 10'-3" 10'-7" TTTITIITTTTr- 2x6 WALL 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" X FURRED WALL AD-XX ® ® r ---------------------- F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP I I I I I I F REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A N I I N L � I I RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC 10 I I M MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION N i' 1 I I I `� 1 `� N ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN Cl)O M LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR 7 O 0 0 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 _ MASTER COMPLY WITH OPTION 2 ITEMS 8 -12. BEDROOM BEDROOM CARPET CARPET o UNIT RCP NOTES o LIVING DINING � �i VINYL VINYL N 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. - 1/2" 6'-8 1/2" 11'-4" 5'-1 1/2" 5'-1 1/2" 4'-3" 6'-4" 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. U8f 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT \ CLOSET_ U3a CARPET I ---------- LV CLOSET I 1 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 IliaN _ A CRPET i N N CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED.JR ___________iLLL� ____________ - _� I �!kI U3a 11 CD 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES P DETAIL 3.1 � U5a 11 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAI 1 I I I I II UNIT RCP PLAN LEGEND qIIIIIIIIIII3.2 1 U7a II PENDANT / HANGING LIGHT FIXTURE ------------rrrrr_ ' i0 KITCHEN 1 VINYL I -I -I rti1N`(t- N 7BATH�().CLOSET _ O ASTER 1 - U4a BATH } -� r r r r r r r r r r r r r r r r r r r OiO W w > VINYL W > c , JO JUNCTION BOX / � _ _ U6a i AUU NDRY io1 o SURFACE MOUNTED LIGHT FIXTURE Q RECESSED LIGHT FIXTURE 1 I VINYL I AD XX L Fe WALL MOUNTED LIGHT - ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION o - ACCESS PANEL 1.2 2.2 2.1 2.4 3.4 1.1 1.5 3.7 4.3 4.2 3.5 4.3 4.2 3.5 1.2 CEILING FAN 6-9 1/2" 3'-6 1/2" 5'-2" 4'-0" 7'-6 1/2" 1 -9 1/2" V-1 " 7'-5" '-9 1 /2' 1'-4 1 2" 9' 0" CEILING HEIGHT 40'-6" SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR 8'-66""A CEILING AT TYPE IA 2ND FLOOR UNIT 2.3 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 3 UNIT 2.3A 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 1 i V_ O N Q U Q z Q Q z Q U) w w U) w V_ LO 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 ARFy�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A\-� License Stamp UNIT 2.3 PLANS AND INTERIOR ELEVATIONS A5-30 z ^J Ir-n ILL N N 1 COPYRIGHT (9 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 E VENT TO EXTERIOR 3.4 REFRIGERATOR 60"x32" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING E 3.5 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 EFOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND TEMPERED GLASS ENCLOSURE. NOT USED SCALE: 1/4"=1'-0" g NOT USED SCALE: 1/4"=1'-0" 4 3.7 LAVATORY: SINGLEFAUCET.TOBASELIP OF SINK A 4" MAX.REMOVABLE BASE A& NG BELOW REMOVABLE E & PROTECT WATERWASTEPROLINVIDE FINISH 3.8 S. 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"=l'-0" 7 NOT USED SCALE: 1/4"=1'-0" 3 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION ANAPPLIA INSE, 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 I I I I XX WINDOW REFERENCE A7-21 04 N LOW WALL (SEE PLAN FOR HEIGHT) I I in in 2X4 WALL 2X6 WALL N �' 1 l `�\ I `� 1 `� N X CO co O FURRED WALL AD-XX TEMP F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP in in r I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A N N 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 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 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 N N PENDANT /HANGING LIGHT FIXTURE EO . ���� U2a ��. i`• JUNCTION BOX ' / �� / 0 SURFACE MOUNTED LIGHT FIXTURE 0 Q RECESSED LIGHT FIXTURE AD-XX TEMP Fe WALL MOUNTED LIGHT q q En 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 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 8'-6" CEILING AT TYPE A 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR NOT USED SCALE: 1/4"=1'-0" 5 UNIT 2.313 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 1 T1 N_ C) N Q U Q z Q Q z Q U) w w W w LO T_ Lid 06 LO 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 AR�y�T� 4 * NJE RE AUGQ- �F C A� License Stamp UNIT 2.3 PLAN VARIATIONS A5-31 N O N 1 O 00 0 COPYRIGHT U 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 12 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 22 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 & v 21I 36x4 3.1 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER ❑ I I -7I 1 / 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 \ L REMOVABLE BASE CABINETS ii _JEl L----- J---J 32 24" WIDE DISHWASHER \ IL-----J------- 1 1 \� o +---+--- 1 54x421 El 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 I fr---t-� ----�---� I i�- _ I% REFRIGERATOR IcV I L T -� --- �--i i i i i i11 1 1 --- I L---- ❑ 60"02" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING 3.5 ----J - - CXo---- L -i FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. - O I 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 LL----J v v L - - J I 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. r1- � j� Xi v I I I MI I 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 1 I I I \ 1 I I I \ 1'-6" 154x42 ACCESSORIES -- J I I �\ - -- 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 1 -6 _ 1'-0t I I II 4.2 24" WIDE TOWEL BAR @ 40" A.F.F. I I 1 I II 1 NII 4.3 TOILET PAPER HOLDER @ 19" A.F.F. 1 I I I -----_ RECESSED MEDICINE CABINET II X 100 - 4.5 MIRROR II 1 II UNIT PLAN NOTES UNIT 2.4 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 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. 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 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"=V-0" 5 UNIT 2.413 SCALE: 1/4"=V-0" 2 UNIT PLAN LEGEND XX DOOR REFERENCE A7-11 V-2" 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 FURRED WALL AD XX ® F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r 7 REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A MASTER L _ _ _ _ � BEDROOM N ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT48" 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 zo LIVING U8d 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---CARPET------- LLM- UNIT RCP NOTES 3.2 - j 2 -4�� U4a MAS R . CV N 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. L' \ KITCHEN U3a B H 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE - - VINYL INYL DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. � � - 0 � 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 3.3 2.4 3.4 .7 LH 3.7 04 JE �' INSTALLATION. / ��� 3.1 ,- ,, 12 -11 1 7 4 -8 00 3 -11 3 -2 1 /2 5 -10 1 /2 0 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. --- 2.1 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 I 04 7� S Of w 0D ,, > > 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER 7=7- ZLZ _� Q N L J 0^\ti `O.� �'�X 4 2 DETAIL 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX r ti 4.3 r` C '4 UNIT RCP PLAN LEGEND o M _ ^�� U3a g'L \ U7b �� 1- "i1_1 1 1/22'-4 1/ I IlAUNDRY VINYL / U2a I �\\ U6b I 2'-3 4'-1 1/2", -3 1/4" `'-10 1 1-1 1 ih PENDANT /HANGING LIGHT FIXTURE CLO ET �� 0 JUNCTION BOX N r BEDROOM 2 VINYL QO SURFACE MOUNTED LIGHT FIXTURE ih bo CARPET 0 U4a BATH 2 p RECESSED LIGHT FIXTURE AD XX TEMP VINYL J WALL MOUNTED LIGHT CL SET w _ LIDU8d CARPET > 00 ® DIFFUSER / FAN SEE MECHANICAL FOR MORE INFORMATION / I? _ II ACCESS PANEL II N _ CEILING FAN 1.5 4.3 4.2 1.1 �315 g-pCEILING HEIGHT 2'-81/2" 7'-11' 2'-31/2' 7'-5" 3'-4" 6-10" 4'-4" 23'-8" 9'-4" SOFFIT ABOVE CABINETS (7'4" CLR. A.F.F. U.N.O.) 1'-2" 33'-0" rrrrr - - - - r GYPSUM BOARD LINED JOIST BAY r r r r r 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR CEILING AT TYPE IA 2ND FLOOR 8'-6"A UNIT 2.4 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 4 UNIT 2AA 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 EI] QAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i 0 Q U Q z Q z Q U) I- w w W w LO - Lid 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�TF` 4 tic * No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � �F CAS\ License Stamp UNIT 2.4 PLANS AND INTERIOR ELEVATIONS A5-32 COPYRIGHT U 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 �A '`6 REMOVABLE BASE CABINETS 3.2 24" WIDE DISHWASHER / ' ` ❑ 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 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. ----------- = 54x42 i C° 60"x30" CLEAR ACCESSIBLE FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. PROVIDE REINFORCING 3.6 FOR GRAB SINGLE SHOWER CONTROLS, STANDARD SHOWER FUTURE BARS, HAND HEAD AND TEMPERED / 36x 2 GLASS ENCLOSURE. b4x42 III ❑ 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. - F III �f�'�- 36x42 M N� I I III III 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 7• � � i ,' �� I I I I I I I %' - ------------ ACCESSORIES J -J 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 24" WIDE TOWEL BAR @ 40" A.F.F. TOILET PAPER HOLDER @ 19" A.F.F. __________________ ��� �' i \I/� vl 44 RECESSED MEDICINE CABINET _ 136x42 r L ==-L ],7 JI I I I + I 7F 4.5 MIRROR I I I I I I F F f_ �-� I -F------ � I I I I I 1 F- J L---L---- J L-----IJ UNIT PLAN NOTES I --- I I I II I I - L54 42 - - - r - - r ��I -xIII ii 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR L-J- III JL J OPEN STUDS) U.N.O. 910 L J 0 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL - - - I I AD-03 1'-6" L J 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH - - ------- I 1 -0 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 UNIT 2.5 INTERIOR ELEVATIONS SCALE: 1 /4 "=1'-0" 7 I 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. x 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE co L7t L 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 A ALCOVES. UNIT2.5 ACCESSIBILITY PLAN SCALE: 1 /4"=1'-0" 3 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, 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. 19'-1 1/2" 5'-2 1/2" 7'-5 1/2" 14'-3 1/2" 3'-11 " 3'-6 1/2" 7'_2" 7'-1 1/2" UNIT PLAN LEGEND DOOR REFERENCE A7-11 XX WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL E 2X6 WALL Zoe M h6 X 6� FURRED WALL AD-XX �o \ 7 ' \ F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP UNIT 2.513 SCALE: 1/4"=1'-0" 6 / \ \ MASTER r ' DECK \ BEDROOM CARPET REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L _J ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" Him / -- MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION IIII ��., O �^ N' ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN OCCURS IN 2x4 FRAMED WALL. ' J � LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR / \ / TE -0" 4'-1 1/2" 9'-0" 0 MORE INFORMATION // \ \ - N - o, LIVING DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL VINYL 1 4 COMPLY WITH OPTION 2 ITEMS 8 -12. ' M C)1.5 UNIT RCP NOTES o �, � 1.4 BEDROOM 2 II CLOSET - I i n? CARPET I - - S' - 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR / 00 CARPET cS( i i M REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. ' ' 11'-1 1/2 4'-1" 3'-8 1/2" 9'-7" 2'-2" 10" 8 /2" - 1/2" q'_91 2" 3'-2 h1/2" 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. JI 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 �' _________________ = -I-- INSTALLATION. ;' U5a U3a 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 / CLOSET CARPET 2.4 U4a CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ��� AD XX � _ 1.5 ii 03J3 s MASTER w 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL BATH I L VJ CLOSET o T 7� \I/ VINYL x � 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD-XX / M ---------------------------- _ - VWt-- Z� KITCHEN 3.2 /I\ / - r r r r r r r r r r r r r r r r VINYL - + UNIT RCP PLAN LEGEND r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r ' - C14 BATH 2 VINYL c �' 3.1 ° q w U4a O ° o PENDANT / HANGING LIGHT FIXTURE J) JUNCTION BOX o SURFACE MOUNTED LIGHT FIXTURE \ I A I VINYRY _ _ OUfa 00 J 4.3 4.2 1.2 3.5 0 RECESSED LIGHT FIXTURE ADAx O ° I. --- J i t I _ -- O O 0 WALL MOUNTED LIGHT -'It DIFFUSER /FAN -SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL 1.2 3.5 4.2 4.3 3.7 1.1 3.4 3.3 2.1 2.2 CEILING FAN 1 -2 1 / " 2'-0" 8'-8" 4'-1 " 5'-0" 3'-6 1/2" 6-11 " 10" 10'-7 1/2" 3'-2 1/2" JIL 9' 0" CEILING HEIGHT 32'-3" 13'-10" 46-1 " SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-A CEILING AT TYPE 1ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR UNIT 2.5 REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 5 UNIT 2.5A 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 D O A K VESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 N Q U Q z Q Q z Q U) w w U) w V_ LO 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 AR�y�T� * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\-\ License Stamp UNIT 2.5 PLANS, VARIATION AND INTERIOR ELEVATIONS A5-34 CN N N 1 C) 00 C) COPYRIGHT U UNIT 2.6 INTERIOR ELEVATIONS I SCALE: 1/4"=l'-0" 4 zt co C O N UNIT 2.6 REFLECTED CEILING PLAN I SCALE: 1/4"=l'-0" 3 UNIT 2.6 ACCESSIBILITY PLAN I SCALE: 1 /4"=l'-0" 12 37'-8" 14'-4 3/4" 23'-3 1 /4" 1 V-5 3/4" 7 1 / " 5'-2" 6'-0" ------ O -- --- --- O �p r�\`L 0 MASTER D' TEMP KITCHEN 3 3 BEDROOM CARPET VINYL O U2a I 2.4 2'-71/�' 3'- 8" 3'-0" 3'-1" U3a N 0 3.4 TEMP J LIVING o i IILV VINYL ; � I II 9'-8" 2'-2" 3'-8" 3'-9 1 /2" 2'-9" 4'-5 1 /2" 3'-10" 4'-1 " 3'-IL DINING II II VINYL U8a CLOSET VVI�� � CO U4a II II "I CLOSET -----=rt t1i RPEJ II N U8d _ MASTER U3a rl---� U6bI LAUNDRY' - CLOSET U7a00 VINYL BATH VINYL I I �- M VINYL FE] II c� - ch CO BEDROOM 2 U4aBATH 2 O CARPET Q VINYL Cn 13�5 '-5 1 /2' N 0 Ufa 3.7 4.3 4.2 3.5 �14 126 11'-10" 6-11 " 2'-3 1 /2" '4" 6'-3" 11;1 1 / " 7'-3" 10" 28'-3 1 /2" 9'-2 1 /2" 37'-8" LO 0 icy 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. 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. 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL 1111:7:7��1►�%1�� F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I I ELECRECESSED 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 19 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. co 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 UNIT2.6A I SCALE: 1/4"=V-0" I 1 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 GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 1 i V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 T_ No. Date Description HC G 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 with the work. The client will be responsible for any defects in construction if these ) / v procedures are not followed. 0. S� D ARch,/T ILL N No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 Al of C A` License Stamp o UNIT 2.6 PLANS AND INTERIOR ELEVATIONS A5-35 COPYRIGHT 71 UNIT PLAN KEYNOTES 43'-0" 13'-9" 9'-9" 9'-91, YL 9'-5" 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 V-8 1/2" " 4 1/2" 1.2 LINEN AT BATH: 3 SHELVES @ 40", 56" & 72" 1.3 WORK STATION LINEN SHELVES: 5 SHELVES EQUALLY SPACED 1.5 BEDROOM CLOSET SHELVING: SEE PLAN FOR MORE INFORMATION I I - (S & P) - SINGLE SHELF AND POLE @ 70" AFF I? z = I? (DS & DP) - DOUBLE SHELF AND DOUBLE POLE @ 42" & 84" AFF w (SS) - SHELF STACK: 5 SHELVES EQUALLY SPACED o MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION IIIIIIIIEF2.3 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 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 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. UNIT3.1 C SCALE: 1/4"=1'-0" 3 3.7 OIMAX. REMOVABLE CABINETS. PROVIDE FINISH NG BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. 43'-0" 13'-9" 9'-9" 9'-9" 9'_5" ACCESSORIES 4.1 18" WIDE TOWEL BAR @ 40" A.F.F. 1 V-8 1/2" 4 1/2" 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 3.1 INTERIOR ELEVATIONS SCALE: 1/4"=1'4" 6 w� UNIT PLAN NOTES I �0 -J17TM 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. [� UNIT 3.1 B 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 / I AND MBUSTIBLE MATERIALS. 16. RECESSED CABINETS (MEDICINE, LAUNDRY PLUMBING, ELECTRIC PANELS, ICE MAKER BOX, ETC.) L 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 DOOR REFERENCE XX A7-11 O/ 11111110i � 43'-0" 13 -9 9'-9" 9'-9" 9'-51, XX WINDOW REFERENCE A7-21 III 5'-4" 4'-0" 4'-5" 5'-2 1/2" 4'-6 1/2" 3'-11 1/2" 5'-9 1/2" 4'-0 1 /2" 5'-4 1/2" LOW WALL (SEE PLAN FOR HEIGHT) 1'-4" 11'-8 1/2" 4 1 /2" / J - 2X4 WALL Um6ff]T[T[T[T[TMT[nlllllllllllllllI TTTI 11111 7- 2X6 WALL FURRED WALL X illillilillillilllFMIillillillillilI IIIIIIIIIIIIIII AD XX - - F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP c? z = M w DECK r a _ REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A J L J ram` �� \� ��\\ \� ��\\ G° UNIT 3.1 REFLECTED CEILING PLAN SCALE: 1 /4"-1'-0" 5 ELEC RECESSED ELECTRICAL SUB PANEL, HIGHEST OPERABLE PART AT 48" \\ MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION 0 C=> 0 0 ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN TEMP OCCURS IN 2x4 FRAMED WALL. LV RECESSED LOW VOLTAGE SUB -PANEL - SEE ELECTRICAL DRAWINGS FOR in 0 MORE INFORMATION XI LIVING N BEDROOM2 N BEDROOM N BEDROOM1 N DESIGNATED BATH SHALL COMPLY WITH CBC SECTION 1134A.2 OPTION 1 d LXO VINYL CARPET CARPET CARPET ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL It COMPLY WITH OPTION 2 ITEMS 8 -12. \ b b b b IL '-11 7„ ' UNIT RCP NOTES - 1/2" 10'-2 1/2" 10" 5'-4" 5'-0" 4'-2" 5'-0" 7" 3'-4 1/2" 1 N U3a I I _ LO 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR U8f REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 04 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE I! I ° = _ _ = DETECTORS SWITCHES ELECTRICAL CEILING BOXES AND THE LIKE I J _ r - - ___ CLOSET U3a CARPET CLOSET _ CARPET U3a _ CLOCET _ CARPET 1 5 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. o I LV ~ 0 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT N N I I N `" N INSTALLATION. ih KITCHEN L rl _ _ _ 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. r N, - - VINYL _ C? �15 00 �15 bo I I LAUNDRY - oo 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON PAPER FACED. `� M AD XX 2 4 `0 "0 U6a j I VINYL 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER I (V U7a L_I- - - J DETAIL _ _ � v I 0 0 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX X - - X Lo _ __ �I C - - -�46" L -- ---- -----\ / _ CLOSET o � \ T0 0 - �/ Yf=-- U4a U4a O BATH 1 r-------, I - - O _ VINYL UNIT RCP PLAN LEGEND --------- r ------�---� _________= 1'-6"=_______= =-------- I I F - BATH 2 LL - I I ------- ---J w VINYL wC, r--------1c14 CIr------- OiWr=-=-J--=J� 2.22.1 3.3 3.1 3.2 1.1 PENDANT/HANGING LIGHT FIXTURE X x XI r-r----� �� �- col cfl l 1C) C) CO I Ufa w JO JUNCTION BOX -----J SURFACE MOUNTED LIGHT FIXTURE ----- X co IIJ Cl) rTo Q RECESSED LIGHT FIXTURE _ o I � _ __ L---- ---- ----- - ��- -- _________-- � AD-XX Fe WALL MOUNTED LIGHT 1.2 4.2 4.3 3.7 4.3 4.2 1.2 3.5 ® DIFFUSER / FAN SEE MECHANICAL FOR MORE INFORMATION 3.5 v uI ACCESS PANEL I I L9. I I I 1 6 L 0 I III 1 4, 12'-8" 4'-1 1/2" 5'-4 1/2" 1'- 1/2" 1'-9 1 /2' 6-7 1/2" 7'-1 " 3'-2" CEILING FAN 17'-7" 6'-9" 18'-8" 43'-0" El I a I 1 n1� LE I I I I CEILING HEIGHT I I SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) I I to I CX J - r r GYPSUM BOARD LINED JOIST BAY Loo 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILING AT TYPE 1ST FLOOR 8'-6" A CEILING AT TYPE IA 2ND FLOOR UNIT 3.1 ACCESSIBILITY PLAN SCALE: 1/4"=1'-0" 4 UNIT 3.1 A 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 TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 N Q U Q z Q z Q U) I__ LLI U) w V_ LO 06 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. �SED ARFy�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � OF CA\_\ License Stamp UNIT 3.1 PLANS AND INTERIOR ELEVATIONS A5-36 N N 1 COPYRIGHT (9 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" 1.3 WORK STATION LL 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 ry r �r 2.4 FULL HEIGHT PANTRY CABINET - - - x �I �' I - - I FIXTURES & APPLIANCES ----- DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & 54x42 34x42 1 -6�� 1 -6 31 TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER L___ ______ ______ _-- 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE --- r r------- LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH 16x42 36x421 x 1-1- - - -1 REMOVABLE BASE CABINETS N o I I I I I 3.2 24" WIDE DISHWASHER X IM 1 IN 1� LI- - - J ❑ 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO 3.3 --------JIM �_------"-' VENT TO EXTERIOR --_--_-_-----�---� F------ - - ------ -- 3.4 REFRIGERATOR \/ - ------ 1'-6'1 1 F --- 1-1 1 11 60"02" FIBERGLASS TUB / SHOWER W/ 72" HIGH FIBERGLASS WAINSCOT. PROVIDE INTEGRAL REINFORCING N I I I -_-________ -J 1= J I I I FOR FUTURE GRAB BARS, SINGLE HAND SHOWER CONTROLS, STANDARD SHOWER HEAD AND CURTAIN ROD. X I I I _-I _T___ I IL--_r-J L _ 1 _-----1-�-I 11 I_L -1--- - - - - J ° 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 l_�____T_�_ 11 r -- v� I I I L_ I___ L GLASS ENCLOSURE. I XI I i I I --- -----J i i L-I J i I i 37 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. ❑ 1'-6"I I I ----- 100 L 00 _ i J 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. --1 -0 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 x 4.3 TOILET PAPER HOLDER @ 19" A.F.F. I� I L J 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR UNIT 3.2 ACCESSIBILITY PLAN SCALE:1/4"=V-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-03 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" 1 V-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. i i �� 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. i=--��� ---- ----%yam-- 7---� ---- 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. U2 U2B 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 WINDOW REFERENCE A7-21SCALE:1/4"=1'-0" UNIT 3.2 INTERIOR ELEVATIONS 5 � UNIT 3.213(TYPE IA SCALE: 2 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL 43'-0 1/2" FURRED WALL X AD-XX 10'-4 1/2" 11'-8" 10'-7" 10'-5" FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP 1.F.M.C. 6-4 1/2" 4'4" 2'-6 112" 3'-53'-5 3/4" � 3'-5 1 /4" 2'-2 1/2" 64" 4'-3" 2'-11 " 7'-6" r REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ` L _J RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" ELEC CD MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION C: © ON C C: OH 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 EDRO BCARPEOTM EDRO B CA POET, 2 EDROM B CA POET 3 04 - TH CBC ON 11 34A.2 1 ITEMS DESIGNATED -12. NOTE: ALL OTHEER BAT RI O MS IN THEISSAME UNIT SHALL LIVING VINYL o 0 COMPLY WITH OPTION 2 ITEMS 8 -12. UNIT RCP NOTES 3'4" 3'-2" 3'-10 1/2" 11'-8" L4'-5 1/2" 5-5 1/2" 5-3 1 /2" 7 1 / " 3'-6" 1' U8f 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 (V N CLOSET_ N DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. r----------- r` __GLQSEI___ CARP -ET � r` -- U3a U3a --CARPET- O O 1.5 � r` 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. "X" C? I CLOSET DINING iv LV N N 6. APPLY 5/8" TYPE GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT N N T 1.5 CARPET U5a VINYL U3a I I 00 _ _ _ 1 1 1 LAUNDRY 1 U6a 1 1 VINYL 1 LO 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. 12. WHERE OCCURS, INSTALL RECESSED LIGHTING IN RATED FLOOR/CEILING ASSEMBLIES PER AD XX 00 _ Oo �0 U ELEC LI- - - J DETAIL --- -- 13. WHERE OCCURS, INSTALL DUCTWORK IN RATED FLOOR/CEILING ASSEMBLIES PER DETAIL AD XX I U4a o I r_____ i i�\ ATH 2F-1 O MASTER BATH i KITCHENI IVINYL UNIT RCP PLAN LEGEND U_ VINYL i VINYL i i M I I J * L - _ w > _ II I I o - w > r` PENDANT / HANGING LIGHT FIXTURE bo 00 I I co JO JUNCTION BOX I1�1 o SURFACE MOUNTED LIGHT FIXTURE I Ufa i i 0 IT O RECESSED LIGHT FIXTURE b .+ o AD XX Fe WALL MOUNTED LIGHT 3.5 4.2 4.3 2.4 3.2 3.1 2.2 2.1 3.3 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 (T-0" CLR. A.F.F. U.N.O.) -rrrr� rrrr� 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 E D O A K VESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 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 ARFy�T� * No. C29795 RENEWAL DATE AUGUST 31. 2023 s�gTF � OF C A\-\ License Stamp UNIT 3.2 PLANS AND INTERIOR ELEVATIONS A5-37 (N CNI C) N COPYRIGHT (9 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"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. 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-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"=V-0" 4 NOT USED SCALE: 1/4"=V-0" 2 14. ALL APPLIANCE,FIXTUREDIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AN 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" 1 V-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 ® X FURRED WALL AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A I � L J RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" MAX. ABOVE FLOOR - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION co ==1 OA co © OA © 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 CV 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" L 3'-11 1 V-7 1/2" 7" 4'-6 1/2" 5'-5 1/2" L 5'-4 1/2" TL 3'-3 1/2" 1 1. REFER TO MECHANICAL DRAWINGS FOR INFORMATION REGARDING SUPPLY & RETURN AIR - - - - C � REGISTERS, EXHAUST FANS AND OTHER HVAC EQUIPMENT. 2. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION REGARDING LIGHT FIXTURES, SMOKE ==1 o DETECTORS, SWITCHES, ELECTRICAL CEILING BOXES AND THE LIKE. (V iv iv 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. N 04 N 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT INSTALLATION. ca n _ _ I I I 10. PROVIDE CEILING FINISHED WITH MAXIMUM FLAME SPREAD RATING REQUIRED BY CBC. I I bo 11. ALL GYP. BOARD INSTALLED PRELIMINARILY AND/OR PRIOR TO PRIOR TO TYPICAL -1 I I I M CONSTRUCTION SEQUENCING SHALL BE WEATHER RESISTANT AND NON -PAPER FACED. ADAX U ELEC LI- - - J 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 7-- T-IN AD-XX I I I �� ch I L}L I I I� M I� I I I I II U_ UNIT RCP PLAN LEGEND bo w I--J l o 00 i i i W PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX L8 Fr O 0 I 0SURFACE MOUNTED LIGHT FIXTURE O o 0 0 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" 1 V-11 1/2" 7 1/ " 7'-1" 2'-1" 1'-1" CEILING FAN 42'-10 1/2" CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) rrrr� GYPSUM BOARD LINED JOIST BAY r r r r 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-6"CEILINGATTYPEST LOOR 8'-6" CEILING AT TYPE IA ND FLOOR A2ND UNIT 3.2C REFLECTED CEILING PLAN SCALE: 1/4"=1'-0" 3 UNIT 3.2C (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 TNVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i C) N a U Q z Q Q z Q W w w U) w LO LO 06 LO - Nt 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 v J procedures are not followed. ED ARC111T ILL G�\_ 'O UR "off .; N No. C29795 0 RENEWAL DATE 04 AUGUST 31, 2023 1 of CD CA�\�o�� License Stamp o UNIT 3.2 PLANS AND VARIATION A5-38 COPYRIGHT U UNIT 3.3 INTERIOR ELEVATIONS I SCALE: 1/4"=l'-0" 4 UNIT 3.3 REFLECTED CEILING PLAN SCALE:1/4"=l'-0" 3 0 zc N UNIT 3.3 ACCESSIBILITY PLAN I SCALE: 1 /4"=l'-0" 12 42'-10 1/2" ]l' 7'-2" L 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" 0 0 0 © 0 0 ' BEDROOM 1 BEDROOM 2 ; .' i\ BEDROOM 3 CARPET CARPET LIVING CARPET _ VINYL o o M 0 0 4'-8" 8" 5'-5 1/2" 4'-2" 8" 5-4 1/2". 11'-8" 4'-2" 8" 5'-4 1/2" r` U8f U8f I U8f H--�k1.5 9SET--X-LQSE-T- CARPET U3a CARPET U3a <V t; CARPET LV U3a (0 (V1 N " L UNDEY I� I-Y I I U6a 00 00 4'-4" I -5 1 /2" 2'-10" 7'-4 1 /2" ih 9'-4" -1 2'-6" 7'-3" 2'-9 1 /2" l- IJ ELEC U4a BATH 2 U4a - I I \ / IF } VINYL } I I - KITCHEN + 3.4 LO BATH 1 E * i i VINYL II J j w > VINYL w > I I-- I I o CLO ET O U7a 00 i i i I I 2.4 VINYL 719 Ufa I I r----- ---- I I I O O 0 3.5 1.2 4.2 4.3 3'-4" L 7'-5 1/2" 3.5 1.2 4.2 4.3 3.7 1.3 1.1 2'-6 1/2" 7'-4" 2'-7 1/2" 42'-10 1/2" 6-3 1/2" L9" �b3.1 3.3 2.2 2.1 12'-6 1/2" UNIT3.3A I 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. 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. 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 DOOR REFERENCE A7-11 WINDOW REFERENCE A7-21 LOW WALL (SEE PLAN FOR HEIGHT) 2X4 WALL 2X6 WALL F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP r L REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A L----= ELECRECESSED 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 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 (7'-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 1 i V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 No. Date Description HC G 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 ) / v procedures are not followed. 0. SED ARCN/T ILL N No. C29795 RENEWAL DATE AUGUST 31, 2023 9�F of \� ��� CD C A` License Stamp o UNIT 3.4 PLANS A5-39 COPYRIGHT 71 UNIT 4.1 INTERIOR ELEVATIONS I SCALE: 1/4"=1'-0" 14 53'-2" 7 --------- 0 X 00 UNIT 4.1 ACCESSIBILITY PLAN I SCALE: 1/4"=1'-0" 12 10'-7" 10'-3" 1 V-4 1 /2" 10'-3 1 /2" 10'-8" 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" ------------------------------ DECK 7,:= o J �26) to ��^\ O O O O<=i TEMP BEDROOM 1 CARPET BEDROOM 2 : CARPET 00 o _ BEDROOM 3 BEDROOM 4 LIVING oo CARPET CARPET VINYL o 0 5'-9" 7" 4'-3" 5'-1 1 /2" 7" 4'-6 1 /2" 11'-1 " " 4'-6 1 /2" 5'-5 1 /2" 4'-0" 7" 6'-1 " U8f tf8f I F---------- m U3a N CARPET -' �'..tT CLOSET CARPET-- LV U3a ----------� CLOSET CLOSET CARPET CARPET U5a U3a 1.5 h �1.15 U3a U5a 'I 2" 2'-7" 4'-10" 1 " ih T-0" 10" 6'-3" M 2'-5 1 /2" 8'-9" 2'-6 1 /2" 4'-4" II"1(a --J1 U4a o O-'1 Ir -IINYLRYI KITCHEN VINYL I� I BATH 3 VINYL BATH , rr---- i it 1 - i I VINYL - � I I o I I II I X* [L -7C:X] F° i I , [ r* w I I I I 1 AUla 1 11111IIIIIIIHIIII I I ii 1 1 -� r O O EL I I 111111 111111111 J IIIIIII 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 2.4 3.1 4.3 4.2 1.2 VERIFY 3'-2" 7'-5" 4'-1 " 7'-0" 10" 5'-6" 9" 7'-7 1 /2" 6'-4 1 /2" 7'-1 " 2'-1 " 1 '-3" 53'-2" I N 1.5 0 UNIT4.1A 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. 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. 4.1 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 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. 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 11%V:10DILT%1II F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F 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. 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 AD-XX ADAX PENDANT / HANGING LIGHT FIXTURE JJ 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.) GYPSUM BOARD LINED JOIST BAY T-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST 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 D Q A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 N 0) Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 W No. Date Description 1-- 2 v J 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 SED ARCy1T ILL �0 N * No. C29795 C) RENEWAL DATE CNI AUGUST 31, 2023 of O CA��F License Stamp 00 o UNIT 4.1 PLANS AND INTERIOR ELEVATIONS A5-41 COPYRIGHT 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 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" - (S & 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" V-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 C° Z_ q G° 2.4 FULL HEIGHT PANTRY CABINET z _: q Lt' ��'^� � v RECESSED RIM JOIST , a - i - RECESSED RIM JOIST FIXTURES &APPLIANCES ' �� I �� i 3.1 DOUBLE BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & LEI _ _ _ _ TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER 0 0 a 0 0 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 0 0 0 C)o REMOVABLE BASE CABINETS co TEMP 3.2 24" WIDE DISHWASHER N N N RECESSED I RIM JOIST N 3.3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO VENT TO EXTERIOR 3.4 REFRIGERATOR 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. UNIT4.1E SCALE: 1/4"=1'-0" g UNIT 4.1 C SCALE: 1/4"=1'-0" 4 3.7 OIMAX. REMOVABLE CABINETS. PROVIDE FINISH NG 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. 53'-2" 53'-2" 4.4 RECESSED MEDICINE CABINET 10'-7" 10'-3" 1 V-4 1/2" 10'-3 1/2" 10'4" 10'-7" 10'-3" 1 V-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" 1 V-7" L 20'- 0 1/2" ---------- - UNIT PLAN NOTES r 1. ALL DIMENSIONS ARE TO THE FACE OF FRAMING (STRL SHT'G / FURRING STRIPS, AS OCCURS, OR CANOPY I OPEN STUDS) U.N.O. ABOVE I 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL I z o Z C?DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 in I w icy Cn w ii> 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH RECESSED i a_ o RIM JOIST \ , I U, \ i RECESSED RIM JOIST ��'� �� i �`.� a: o � ��'� 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 ------\-y------ ----------------- 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. o - o 0 0 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. in in E0 ED 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE N RECESSED / I N N N PLUMBING PLANS FOR FIXTURE SPECS. RIM JOIST 9. CONTINUE DRYWALL TO NEAREST CORNER TO ALIGN FACE OF FINISH. 10. FOR SHOWER PAN AND FLOOR / CEILING ASSEMBLY, REFER TO DETAILF// 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 SCALE: 1/4"=V-0" 3 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO U 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 TTTITIITTTTr- 2X6 WALL FURRED WALL X AD-XX F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP F REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELECRECESSED 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 ITEM -12. co Q Q s 8 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 J PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX L 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 g-0 CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILINGATTYPE1STFLOOR 6-6"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 ED OAK INVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ 0 Q U Q z Q Q z Q U) w w U) w V_ LO 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 AR�y�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � OF C A\-\ License Stamp UNIT 4.1 PLAN AND VARIATIONS A5-42 N O N 1 COPYRIGHT U cQ, f)" UNIT4.1 K I SCALE: 1/4"=V-0" 8 10'-7" 10'-3" 11'-4 1/2" 10'-3 1/2" 10'-6" 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" r--------- I I I I I I ------------------� I I I I I I � 0 O I 0 0 > TEMP J i I I N I I u UNIT 4.1 J I SCALE: 1/4"=1'-0" 7 N 0 UNIT 4.1 F REFLECTED CEILING PLAN I SCALE: 1/4"=1'-0" 15 I 10'-9" 10'-3" 11 '-4 1/2" 10'-3 1/2" 10'-8" 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" 21' 2" L 11'-0"L 21 -2" i Lu i o 0 o 0 0 i I 0 I 0 a I TEMP 1 I I I I N 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 & ETOE 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 EVENT TO EXTERIOR 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. 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. J UNIT 4.1 I I SCALE: 1/4"=1'-0" 4 3.7 OIMAX. REMOVABLE CABINETS. PROVIDE FINISH NG BELOW REMOVABLE BASE CABINETS. INSULATE & PROTECT WATER WASTE LINES. 3.8 42"x42" FIBERGLASS SHOWER PAN W/ 72" HIGH TILE SURROUND. TEMPERED GLASS ENCLOSURE. U 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. 1'-0" 4.4 RECESSED MEDICINE CABINET 4.5 MIRROR 10'-9" 10'-3" 1 V-4 1/2" 10'-3 1/2" 10'-8" 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" r--------- I I I I I I I ------------------� I I I I I I I !------- . i I r O 0 O I O 0 0 0 N TEMP I I I I N u 52'-8 3/4" 10'-7 1/2" 10'-2 1/2" 11'-5" 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" 21 L 11' 0" j F t�L���J 7-71 II BEDROOM1 �I BEDROOM CARPET CARPET o Ai n"i cn" e/ I VERIFY 3'-2" 7'-5 1/2" 4'-2" PA 0 10'-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 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 ADAX 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 G SCALE: 1/4"=V-0" 3 14. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO FVERIFY ABRICATION AND INSE, 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'-5 1/ XX WINDOW REFERENCE A7-21 10'-2 3/4" 1'-0" 5 1/4" LOW WALL (SEE PLAN FOR HEIGHT) 6'-9" 4'-6" 5'-4 3/4" 411 2X4 WALL 20'-8 3/4" TTTITIITTTTr' 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 ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN F 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 BEDROOM 4 N ITEMS 1 -12. NOTE: ALL OTHER BATHROOMS IN THE SAME UNIT SHALL CARPET COMPLY WITH OPTION 2 ITEMS 8 -12. 0 i UNIT RCP NOTES / I �� _ �� -6 -5 '- 3 ,r1. -4' 5 1/4" 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. CLOSET / 3. CEILING HEIGHTS INDICATED ARE APPROXIMATE MEASURED BETWEEN FINISHED SURFACES. _ - CARPET 6. APPLY 5/8" TYPE "X" GYP BOARD ON STUD WALLS EXTENDING IN TO SOFFITS PRIOR TO SOFFIT L ✓ I �J CLOSET q INSTALLATION. 1\\ - - - - CARPET I / N M N 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'-6 1/2'1 4'-4" 12'-5 1/4" \ '-10 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 L}L UNIT RCP PLAN LEGEND PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX / �J i I _ �7� \ o SURFACE MOUNTED LIGHT FIXTURE 00 Q RECESSED LIGHT FIXTURE J___�_ AD XX • Fe WALL MOUNTED LIGHT ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION ACCESS PANEL 6'-8" 10" 6'-5" 7'-7 1/2" 6'-5" 6-9 1/4" 2'-10 1/2"' CEILING FAN 52'-8 3/4" g-0 CEILING HEIGHT SOFFIT ABOVE CABINETS (T-0" CLR. A.F.F. U.N.O.) r r r GYPSUM BOARD LINED JOIST BAY rrrrr 7' 8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-0" CEILING AT TYPE IA 1 ST FLOOR UNIT4.1 F 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 INVFSTMFNTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 Q U Q z Q Q z Q U) w w U) w V_ LO 06 No. Date Description HC G W U) 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 ) / v procedures are not followed. 0. ARcylT ILL G��SED N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 qTF of CD cA`\�o�� License Stamp o UNIT 4.1 PLANS AND VARIATIONS A5-43 COPYRIGHT 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'-9" 10'-3" 1 V-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" 1.12" 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" 12'-3" 20' 2 1/2" MANUFACTURED CABINETRY: ALL EXPOSED FACES TO HAVE MATCHING FINISH 2.1 BASE CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I 2.2 UPPER CABINETS: SEE INTERIOR ELEVATIONS FOR MORE INFORMATION I I I I 2.3 15" WIDE BREADBOARDS w 2.4 FULL HEIGHT PANTRY CABINET v FIXTURES & APPLIANCES BASIN SINK W/ GARBAGE DISPOSAL. PROVIDE SHALLOW SINK W/ REAR DRAIN TO ALLOW FOR KNEE & LEI TOE TOE CLEARANCE. GC TO CONFIRM SINK WITH DISPOSAL INSTALLED WILL MEET KNEE & TOE CLEARANCE PER O O O O O I 6/AD-04. PROVIDE MIN. 30" OF COUNTERTOP FOR SINK INSTALLATION, REMOVABLE BASE CABINETS, SINGLE i LEVER FAUCET AND INSULATE / PROTECT SUPPLY & WASTE LINES. PROVIDE FINISH FLOORING BENEATH TEMP I REMOVABLE BASE CABINETS o I o N I 3.2 24" WIDE DISHWASHER N 3 3 30" WIDE SLIDE -IN ELECTRIC RANGE W/ 30" WIDE MICROWAVE / HOOD ABOVE W/ LIGHT & FAN TO I VENT TO EXTERIOR 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. 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 UNIT 4.1 P SCALE: 1/4"=1'-0" 4 3.7 LEVER FAUCET. TOP LIP OCABINK AT 34" LE BASE N& ECT FINISH BELOW REMOVABLE BASEGLE WASTE LINESDE INETS. INSULATE TE & PROTX. WATER . 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" 1 V-4 1/2" 10'-3 1/2" 10'-6" 4 5 MIRROR 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 " 5'-1 " 5'-5" 21'- 0 1/2" 9'-3 1/2" 21'43" - - 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. N N 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL o DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD 03 LO 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 f coO M AD XX 5. PROVIDE BACKING FOR ALL ACCESSORIES, HANDRAILS, GRAB BARS AND WINDOW COVERINGS. O O O 0 6. MAINTAIN RATED FLOOR CONSTRUCTION AT PLUMBING CUTOUTS FOR TUBS IN WOOD FRAMED TEMP FLOORS. o o 7. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, U.N.O. Cn LO 7 8. KITCHEN SINK TO HAVE REAR -SET GARBAGE DISPOSAL WITH AIR -GAP FOR DISHWASHER - SEE N 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"=V-0" 7 UNIT 4.1 N SCALE: 1/4"=V-0" 3 14. ALL 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. 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. 2" 6'-2" 4'-1 1/2" 3'-2 1/2" 7'-3 1/2" LOW WALL (SEE PLAN FOR HEIGHT) 20'-4 1 2" 12'-3" 20' 2 1/2" 2X4 WALL 2X6 WALL CV X FURRED WALL AD-XX o F.M.C. FLOORING MATERIAL TRANSITION, PROVIDE TRANSITION STRIP w a -. F 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 0 0 0 0 0 INFORMATION TEMP ELECTRICAL RISER STUD BAY REQ'D ADJACENT TO SUB -PANEL WHEN C? / Cn OCCURS IN 2x4 FRAMED WALL. N N 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 4.1 M 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 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 " 5-1 " 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'- 10 1/2" 9'-3 1/2" 21'- " 20'-4 1 2" 12'-3" 20' 2 1/2" PENDANT / HANGING LIGHT FIXTURE JO JUNCTION BOX -------------- ----- I I I o SURFACE MOUNTED LIGHT FIXTURE CV CANOPY I - Q RECESSED LIGHT FIXTURE AD-XX ABOVE i � q � WALL MOUNTED LIGHT to I w � � LU 0- co 0 W ® DIFFUSER / FAN - SEE MECHANICAL FOR MORE INFORMATION (O i \ l i \ i \ l N ....... ji ACCESS PANEL M M 0 0 0 0 0 I i I 0 0 0 0 0 TEMP I TEMP I CEILING FAN I 9 , 9 I I 9 O N N I N N I 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 '-" CEILING AT TYPE 1ST FLOOR UNIT 4.1 Q SCALE: 1/4"=1'-0" 5 UNIT 4.1 L SCALE: 1/4"=1'-0" 1 8'-6A" 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 D OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 V_ O Q U Q z Q Q z Q U) w w U) w V_ LO 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 ARFy�T� No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � o���Q- �F C A\-� License Stamp UNIT 4.1 PLAN VARIATIONS A5-44 N N O N 1 COPYRIGHT (9 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 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. 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 4.2 ACCESSIBILITY PLAN SCALE:1/4"=V-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. 61'-10" 2. ALL DWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. FOR GENERAL 31'-3" 18'-7" 12'-0" DWELLING UNIT ACCESSIBILITY INFORMATION, REFER TO AD-03 3. EXTEND FLOORING UNDER SINKS AND LAVATORIES WITH REMOVABLE CABINET AND BASE. FINISH 5 1/2" 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 i 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 o REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO w - ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. p v 13. ALL KITCHEN FLOORING SHALL CONTINUE TO BACK WALLS OF REFRIGERATOR AND RANGE U) 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. UNIT4.213 I SCALE: 1/4"=V-0" 12 N 0 �U Q <V LU o i S N C'M BEDROOM 0 hi CARPET O O 0 o _ a DECK io O v icy "' U2a BEDROOM 1 BEDROOM 2 BEDROOM 311141 o CARPET CARPET CARPET 0 18'-11" N LF-1 3'-4" 4'-Oi'I 7 U3a II N 2'-6" 5'-9" 7" 4'-3" 4'-3" 7" 5'-5" 4'-3" 7" 5 -5 LIVING _ U8f bo VINYL r` U8b CLOS�T T 2.4 CARPI T a� ch N CLOSET U3a CLOSET U3a I � -- -- -- - II - ------------ M - - -CARPET- ��:i� E� - - ---------- LV N N CLOSET N 3.4 1.5 CARPET M co U3a 1.5 1.5 5a o00 � M 3'r2" 2'-7" 4'-10" 2'-10 1/2" 7'-41/2" 2'-101/2" 7'-41/2"--- I N U4a BATH 3 _ CLOSET _ U4a BATH 2 O VINYL U4a - y�L- BATH 4 4.3 } BATH 1 } VINYL VINYL `V KITCHEN �' Oi O VINYL 04 W W VINYL N i OIO 4.2 Cl) > > --_ i U6a 177a itLAUNDRYI I 3 5 iv VINYL I IF1 1�1CL ti OSET - .N TT T1I __ 07 \, I 1 1 VERIFY 3.5 4.2 4.3 1.2 3.5 4.2 4.3 1.2 3.5 4.2 4.3 3.7 1.1 1.1 3.2 3.1 2.1 3'-2" 7'-5" 11 1 /2" 1'-11 " 7'-4 1 /2" 11 1 /2" 1'-11 " 7'-4 1 /2" 61'-10" 3'-9" L 5'-0" L 3'-7 1 /2" 8'-11 1 /2" 7'-6" UNIT4.2A I SCALE: 1/4"=V-0" I 1 UNIT PLAN LEGEND DOOR REFERENCE XX 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 I I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELECRECESSED 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 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 (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 1 ST FLOOR 8'-6" CEILING AT TYPE IA 2ND FLOOR �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 D OAK INVE-STN 1~.NTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 N Q U Q z Q Q z Q U) I__ w w U) w V_ LO 06 W No. Date Description HC G 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. SED ARCy"T ILL N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 � qTF of CD cA`\ License Stamp o UNIT 4.2 PLANS A5-45 COPYRIGHT 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 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. 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. ALL FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO UNIT4.2 INTERIOR ELEVATIONS SCALE: 1/4"=V-0" 2 FVERIFY ABRICATION AND INSE, 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 I I REQUIRED ACCESSIBLE CLEAR FLOOR SPACE PER CBC CH. 11A ELEC RECESSED ELECTRICAL SUB -PANEL, HIGHEST OPERABLE PART AT 48" A� 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. I 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 L 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 I ACCESS PANEL I I I I L 11111 Jill Jill Jill Jill Jill IIII IIII 1111111111111 lill lill IIFFFFFFFFFFFFFFFFFFFFFFFFFffTFFF I!III IIII imumm .......... CEILING FAN CEILING HEIGHT SOFFIT ABOVE CABINETS (7'-0" CLR. A.F.F. U.N.O.) -rrrr� rrrr� GYPSUM BOARD LINED JOIST BAY 7'-8" SOFFIT, TYP TYPE III CONSTRUCTION 9'-CEILING AT TYPE A 1ST FLOOR 8'-66"" 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 E D O A K INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i V_ 0 N Q U Q z Q Q z Q U) w w U) w V_ LO 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�TF * No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF � o���Q- or CA�� License Stamp UNIT 4.2 PLAN AND INTERIOR ELEVATIONS A5-46 (N CNI C) N COPYRIGHT (9 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 -- 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. N R /0 D N I I I \' F+__-�- - 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 • `' \�\X �' ACCESS PANELS WITH SELF CLOSING DEVICES. 5-" 13'-2 1/8" 16-8 7/8" io 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL \- I I AD 20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. , D N /'' I ' 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 1- 110 ------ AD 22 - 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 o 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 zo I I I / PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE I it' _____ o VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER •, ' PROTECTION SHALL BE EXTENDED TO THOSE AREAS. I I I I 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR I )i O 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 O i AND APPROVED. I 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION I I i THROUGHOUT. j I I 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) I L- I I L-------------------------- 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 c� --- STORAGE SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. �? 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR in SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM I • - N_ = DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. ________ CD \ice' I I I N BUILDING PLAN LEGEND DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL ;, (2) FUTURE O A7 30 A7 40 FD FLOOR DRAIN -SEE PLMB 0 ° iLLw \'\' ik ' \�Ni GREASE SHAFTS - FIRE EXTINGUISHER CABINET. TOP AT+48" MAX AFF, X FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH AD XX __ ABOVE LOCAL FIRE AUTHORITY. �\ ---- * IDS DOWNSPOUT -- ------------- ;< DIRECTION OF SLOPE - 1/4" / FT U.N.O. ' CORRIDOR WATERPROOF TRAFFIC COATING -' '\------- I \ / I VENTILATION C AD XX -------- - i `_� i iv X -- CONCRETE TOPPING SLAB P.4 I IL------------ I ' `� I . I---- I --- I \, SHAFT (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5' 0" O.C. U.N.O.) AD XX ,, 4'-10" \ w \\ ��������� 3-HR RATED FIRE WALL P.5 -- Y / �` � 2 HR RATED FIRE BARRIER -------- _ / - I ail\\ CONCRETE WHEEL STOP AD 31 I ,�-- `------/�, \` \ \\ I \" SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. I I STA I I w _� _ ------ f SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS \ I ' FS -6" TOC FS =FINISH SURFACE \ ; ..• ---------- 7T-_ Ilk I /' ` I \` X I i I TQC- TOP F STRUCTURAL RAL CONCRETE SLAB TO CURB =TOP OF CURB I I ---- I /INI ACCESSIBLE PARKING SPACE M ®�Q V I III III III III III III III III III III III III III III III III III III CV CONCRETE STRUCTURAL SLAB TRANSITIONS v ----- DEPRESSION �LEVEL TO SLOPE I--L-�--L-1----J_--J -s -z-s --�-r -z-r - \ s L-1--L-1--I--1-J--L-J--L-1 -L-1--I--1--I--L-J - M -------- n SLOPE TO LEVEL �i;�X DEPRESSION TO SLOPE 1'-6" 3'-9" '-0' 31'-6" 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. �� _][]0000LJJ 12 12 �'-------- 000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD XX ---------I- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX N I 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 0 0 CMU WALL -SEE STRUCTURAL � Cl)X 1'-6" 3'!PN CONCRETE WALL - SEE STRUCTURAL AD-XX �'. X ------------- AIRCRAFT CABLE VEHICULAR BARRIER I I ADAX I 16 FULL HEIGHT STEEL FENCING RESTAURANT i AD31 I i I CONCRETE COLUMN X R I I I COLUMN CAP AD XX I I L J co • O� M KEYNOTES N 1❑ LINE OF FLOOR ABOVE N i0 bo • �;l v'0 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 \ \ i � 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 Cl)C? A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR • ------------ --- _ M 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 ---------------=' � -1 0 12 EXPANSION JOINT, REFER TO SHEET AD-33 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION I I I 13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF �'--- --------------------------------------� L---------------------- I -----------------------------J CONCRETE SLAB ABOVE. 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"=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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 f TF i T_ O Q U Q z Q z U) LLI Nw U) w T_ LO 06 LO T_ 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. F,�S�D ARcy�T No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF F���\� of CAS\ License Stamp RESTAURANT ENLARGED PLAN - LEVEL 1 BUILDING A A5-50 N 1 COPYRIGHT U 12'-4" 5'-7" 3'-3" 2'-5" 5'-8" 3'-4" 2'-4" 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 F� -------T,�I Ir\ ----- - 'I F� ----r-- THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. I \ ,F I I \ / I I \ I o 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE zo i� i LEGAL ADDRESS. /'\ I I /'�� I I /'�\ I ` ' ALL ALL 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO �/ �� i , V------ _____ ___71 I / L --- -� I �- I,/ �� I I,/ ====t\ _-- ---- n Z------- �� I I,/ �� I I , i .. 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. �� -- ---------v '• 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. � �/ /� I � I � �i y � y I\ � y ` I /I I/ /I /I I / I I I 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON / I -U ------- ---J y / ,, AD XX I 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY X\ 8. WITH CBC 803. 01 �� I LO �\ I/ ` �\ 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. yy I // , i /\ y , 2i AAy @ / I , I // I \ I � i V� / / \ I I , \y �y 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. I I\ / I ALL 11. PROVIDE ACOUSTICAL ASSEMBLIES PER Cp -20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. • / \ LO \\ \\ 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER • 5'-1 " 4'-10" I �/ 4'-1 ",' `� '-10" , I I �/ I 4 -10 , 4 -10 5 -8 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) F\ - - F- - - F\ - i� r- - - :• B) SPECIAL NAILING AND BLOCKING REQUIREMENTS I\ / I I\ / I I\ / I I\ / I I\ I `� I ��V / I I\ / I // I I `\ // I , I I \ , I N 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR �/� ` / I I ` ' I ii °O BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM LO 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 I,/ \� I I,/ �\ I I,/ \� I l,/ \� I I,/ � I VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER 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 ----- --- y ----- --- y ----- --- y ----- --- lc- --- --T-- I ` I I --------�1 I � y �� � y �� � y �� � y \ / \ / � 1�--i i ` , i ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED yy yy yy-- - --�\ - ,�\� I /' ,' AND APPROVED. -1 i` % I 'I" I i �� i 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION co I y` I '\ I I y` y I /' I �\ ' i► I/1 �\ I I "' /` I THROUGHOUT. I I y � yco y 01 �� y 0 yy �� y yy 01 a� yyl �a I ,' I ,/ ` �`I / ` 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) y � y ___------=-y-------y y _ %JL �- 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE r\------- i� r\------- i� F-�------- i� r\-I------ i� F\------- ,'II ------- �� ? - PROTECTION PER AD-31 �I 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO )i SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. I� I, ,/ `\ I '• 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR I I/ \ I I/ \ I I/ I/I SECURITY AND SAFETY. ------------------� L---------J Z--I----------------III I� ---- -- 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM I DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. L - 5'-1" 4'-10" 4'-10" 6'-5" 7" 6'-6" 6'-8" BUILDING PLAN LEGEND 00 POOL EQUIPMENT DOOR SYMBOL A7-10 A7-20 ------- ,� WINDOW & STOREFRONT SYMBOL \ / I A7 30 A7 40 FLOOR DRAIN - SEE PLMB �`� � FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, x I FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH --- /'`� �`-------- ao ,'�\ i I �` ' /' �� /' i LOCAL FIRE AUTHORITY. AD XX I i /x\/\\ i i I \� I IDS DOWNSPOUT Ll DIRECTION OF SLOPE - 1/4" / FT U.N.O. N '------ 1�-� -----� L X WATERPROOF TRAFFIC COATING N ------- ---T AD XX L1J �\ // I N rX ----------- CONCRETE TOPPING SLAB N \\ '�/(2)FUTURE (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD-XX -- I `� i GREASE SHAFTS ��������� 3-HR RATED FIRE WALL � � � � � � � � � � 2-HR RATED FIRE BARRIER M �/--------- \y ABOVE CONCRETE WHEEL STOP 3 R TAIL/RESTUARANT SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. Lo CORRIDOR UTILITY CLOSET -3" FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS FS =FINISH SURFACE fG iv -6" TOC P.4 i I I \ I I TOC = TOP OF STRUCTURAL CONCRETE SLAB I ,L=====______ /� VENTILATION TO CURB =TOP OF CURB I'�/ N \�`�i _ _� r-]ACCESSIBLE PARKING SPACE P.5 SHAFT �e cn I - \`\ r�i CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION LEVEL TO SLOPE STAIR I r I I I I I I I \====r=--r-7--i-T----r--I- I - - __ - __ I \ I I I -�-t- I, �__ -J \ I III SLOPE TO LEVEL DEPRESSION TO SLOPE I I I I I I I I I I \ ------------/ \ I I -- - I I I I I I I I I I I M I I MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM N I I I UP I ' ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR I i� I I I Co I I (0 AFF IN ALL OTHER LOCATIONS OF GARAGE. I I I I I I I I I I I I I I I I I I I I I I I I I I I I ❑❑❑❑❑❑❑❑❑❑ I I I I I I I I I I I I I I I I I I I I I I I I I ❑❑❑❑❑❑❑❑❑❑ DETECTABLE WARNINGS, MIN 36" WIDE 10000000000 AD 01 AD-31 - ILL Cl) - -----i--I---- --L- --i - -- ___- - ---- -J--=- --L-1- ---1--1- X WATERPROOF TRAFFIC COATING AD XX \ / �- CONCRETE TOPPING SLAB X 111- 3'-9" -0' 31'-6" 35'-5" (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX \ "71 / FRAMED WALL - 3-5/8" METAL STUD / FRAMED WALL - 6" METAL STUD \ FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB q \ 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE � / , CMU WALL - SEE STRUCTURAL 1'-0' \ / CONCRETE WALL - SEE STRUCTURAL AD XX X AIRCRAFT CABLE VEHICULAR BARRIER Ce OPEN TO BELOW FULL HEIGHT STEEL FENCING AD 31 CONCRETE COLUMN X COLUMN CAP AD XX 2 I I co o '� � KEYNOTES 1❑ LINE OF FLOOR ABOVE R \\�` 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS \ / i ❑3 RETAIL PARKING SPACE q \ /y� i 4❑ GUEST PARKING SPACE M EV READY SPACE (FUTURE) N Co \ ♦ L____________ I \ ____________J L-----------_ ____________-J ❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 _ co ,i \\ ��\ / ❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 �/ \ / ❑8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 99 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 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 _ ��• ,7/ \`� \ \\\ / �' i r-------------------------� \ r----------- - DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 °' 12 EXPANSION JOINT, REFER TO SHEET AD 33 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. M 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB I 71 N / �' zo 0' I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f 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" 6'-10" 24'-5 1 /2" 16'-8 1 /2" 10'-11 " 13'-9" 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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O N Q U Q z Q Q Z Q U) w W U) F_ ICT LO r L0 015 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. 0 0'/ ARcy�TF * No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp RESTAURANT, POOL EQUIPMENT ENLARGED PLAN - LEVEL 2 BUILDING A A5-51 J CH MG W co U W 2 U N C) N r C) 00 II COPYRIGHT (C ®r! (E4 0 IN 11] IN 0 CT I I I I I I I 4.5% I I I N D N I I I I N I I L--- -----�- �- \---�� D S 1 I I I - I I W R F I I I I M I PUBLIC - LOBBY 77] 13'-4 1 /8" 0" 22'-0" 10'-6" 24'-1 7/8" 8 1 2 I 7'-3" 7'-4" L_ v - - - -- - - ---- - M vv VES LE IAS I I I I I I I I _ L\ I I I I I 60 4 D I I I cT�_t� _J y ro I I I I I o I I I I I I :L--------y I MPOE L - - - - - - - - ------- -J L--------- - v � c N 10'-0" 3'-4 1 /8" 2'-11 7/8" 4'-0 1 /8" r N fV fV •• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 N _-------------- ----------------------------------------- _______ I I I I I _______1________________________________________ I I I I I ____________________ I I I I I I I I I I I I ch I I q n 'v I I I I � 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 --R TAIL - - - 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 LO � N N co I I I I I I I I I I I I I I I I I I I I I I I I 71 LJ I 1P"L "L "L 1 8 1/2" 0" 9" 6" 12'-0" 6" 2' 2" 12'-0" 2'-2" 6" 12'-0" 2' 2" 6"L 12'-0" 6" 2'-2" 6",_12'-0" 6" 2' 2" 6" 12'-0" 6" 1'-6" 7 I ---- --- - - - - - - - - - ------ - --- - - - - - - - - - - - - - - - - - - - - M ULCE r I - ---------------------- -- --- ---- - - - - - - - - - ------- I Mc; r r� I? - - M I? `? I I N 7 L_ I I I _J I I ____________________ J I I I I I I I L_______________________ J L_______________________ J I I I I I I L_______________________ J L_______________________J I N I - "? L____________________pJ 9 M I I 2'-4" N 4 N 1, 12'-0" 3' 2" L 12'-0" 3'-2" 12'-0" 3' 2" 12'-0" 3'-2" 12'-0" 3' 2" - N 12'-0" 1 -2 1/ '1'-6" I T-6" 1'-3" 30'-4" 30'-4" 16-3 1 /2" 164" 4'-5" 5.5 (6. 2(7.2) (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 g 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) m I I INONE I I I m 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS -X" DEPRESSION LEVEL TO SLOPE SLOPE TO LEVEL W 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 0000000000 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 X AIRCRAFT CABLE VEHICULAR BARRIER 16 FULL HEIGHT STEEL FENCING AD-31 I 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 1flRETAIL PARKING SPACE 4❑ GUEST PARKING SPACE EEV READY SPACE (FUTURE) ❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 11 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 ❑8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 EACCESSIBLE 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 • lim-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 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ O N Q U z Q Q z U) w w U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 W U) 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 ' /� with the work. 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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. 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-4- O.C. U.N.O.) IIIIIIIIIIIIIIIIIIN I I I NONE I I I IIIIIIIIIIIIIIIIIIN 3-HR RATED FIRE WALL NINE I I I I I ININE 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP 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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE X" 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 0000000000 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. 5'4" 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 FULL HEIGHT STEEL FENCING 16 AD-31 r-- I I CONCRETE COLUMN X I COLUMN CAP AD XX I I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL 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 EACCESSIBLE 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 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 • lim-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: J Debbie Holland Developer ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF T_ O Q U z Q Q z U) LLI Nw 0d U) F_ w LO T_ L0 015 W No. Date Description H 10 W U) 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 ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J D ARc1 1T LL N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF OF C License Stamp o RETAIL AND TENANT STORAGE ENLARGED PLAN - LEVEL 2 RETAIL AND STORAGE - LEVEL 21 SCALE:3/16"=V-01 1 COPYRIGHT BUILDING A A5-53 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 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. 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 DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD-XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) 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. -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; ;Tii� LEVEL TO SLOPE X" 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑r AD01 AD31 X WATERPROOF TRAFFIC COATING AD XX CONCRETE TOPPING SLAB X bNOL (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 AD-31 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 ❑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 VAD-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ C) N Q U Q z Q Q z Q U) I— w I..LI U) w T_ L0 06 LO No. Date Description H 75 W 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 go v J procedures are not followed. 0. ARCy1T ILL G��SED N No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 1 of � CA`\���� License Stamp o LEASING & AMENITY ENLARGED PLAN - LEVEL 1 LEASING AND AMENITY - LEVEL 1 1 SCALE: 3/16"=V-01 1 COPYRIGHT BUILDING A A5-54 O CM CN IN 141 CR5 CS CT I I I I I \/ I 11 ELEV Al I 1 1 ;; 1I I 1 r�- 1 IF 711 I 19'-10 1/2"\ -3 1/2" '-4 1 /21' 9'-101, 4'- --- -a 1 30'-3 1/8" 1 / r in 8 3/8" 1'-7" 9'-10" 2'-8" 1 `\ 6'-6'%' ,I rn L III \\\ -------- - 1 1 /' 1 `\--I�'r- _______J �L____u_� --- - I L_ I I �// I'/ Iol 1 � I 1 --- M 1 � I I ---- I ELEV A2 ---- �- -- ---- --------- I - I I D F 1 Co - - ------ -- I I L r-t_=A I � I I _ -- -- _ / N -n M R OOM o � 1 \ /� � fl L J / - r-- -C_�A� I I I I r 1 I _ I I I 1 / 1 � 1 / I \ I I I rn I io:J/ I I / / I 1 F ______T IDS _ \I OPEN TO\BELOW SR ROOMLi------y 1' ` / - / r- I I rl- II \ 11 II II 01611 / / / co L I-- 010 11 \ / YOGA STORAGE \ \ r------ - --- ----- 11 I I I r-I--- I I - I co -- / I \-- I I I I I - I in r-- / L __---J M 1 \ N OGA STUDIO -'' ' \ / 'e--L_ L- I 7-- \ \ N ------- / - - - - - --- / I iv - I I I �\ I I 1 21'-5" 1 7'-2" 1V-51/2" 7/ " /' I 0'-0" " 2'-10 5/8" 2'-10 1/2" VENTILATION LL / 1 SHAFT II T�'E71 i IN.. I I 1 1 I I I I I I I I 1 I/ v --------- --------- _______ J / _________ _____ ___ / L--------- ---- - Cl) 00 � 7 -2" 18'-9 1/2" 3'-10 7/8" / M 91 / / OPEN TO BELOW I I 1 q I I I I I Ft I I I \ � v LJ I I I I I I I I I I I I I I N 1777. _ N - _ _ _ _ _ _ _ _ _ _ _ _ _ _ , J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J O / \ I /loo,I I N Zo M \I ---- -- --- : o - - I I I I I I I = N N O O _ _ _ _ _ _ _ _ _ _ 1'-6" 0' 16'-0" 3'-5" 3'-5" 16'-0" 5'-5" 1'-6" 3'-4" 64" 1'-0 1/2" 9 /2" 4'-7 3/8" 2'-10 5/8" 2'-10 1/2" 4'-5" 1IT-91/2" 2'-71/2" 3'-9" 1'4" 2'-01/2" 14'-1" 3'-71/2" 12'-2 1/2" 5'-47/8" 5'-91/8" 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 (6.670) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE g 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 [IN ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS -X" DEPRESSION LEVEL TO SLOPE SLOPE TO LEVEL W 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 X AIRCRAFT CABLE VEHICULAR BARRIER 16 FULL HEIGHT STEEL FENCING AD-31 I I 1 1 CONCRETE COLUMN I X I 1 COLUMN CAP AD XX I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL 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 EACCESSIBLE 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 • lim-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 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF T_ O Q U Q z Q z Q U) w U) F_ W LO T_ L0 W T_ Nt W No. Date Description H 10 m U) 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 D ARc yjT L.L N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF cF License Stamp o LEASING & AMENITY ENLARGED PLAN - LEVEL 2 (!.5 8.7 9.6 (9. 710.10.2 10.3 11 11.2 11.5 11.7 12 LEASING AND AMENITY - LEVEL 21 SCALE:3/16"=V-01 1 COPYRIGHT BUILDING A A5-55 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 I I 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. ELEV Al ELEV Al I i h 1_ I I 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING VX ///I _ I B) SPECIAL NAILING AND BLOCKING REQUIREMENTS I I I 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR I I i i i I BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM ------t-----J 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 I VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. L---------------- --J L------- I L------- -- ---- --_J �_____� 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR U) IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL IF -1I 3 ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. L _ —1 i I 1 I i I 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION — _ THROUGHOUT. - - 3Y j 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 i ; ELEV A2 ELEV A2 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO Ir__ --------------- IDFLWIL r_______- SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. II I ------------ I I 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR I \ I -------fi SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM \ i i El I DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. I I I I I BUILDING PLAN LEGEND -n \ � I -' � M EMI R ,�00 M L-------- --------J I I L I I O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL I I I I A7-30 A7-40 / I I I FD FLOOR DRAIN - SEE PLMB I I I TV FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X I I I FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH AD XX LOCAL FIRE AUTHORITY. •' : I I I •' I I I I _ DS DOWNSPOUT .r ; � DIRECTION OF SLOPE 1/4 / FT U.N.O. IDS \ i I WATERPROOF TRAFFIC COATING X ADXX M \I S R ROOM x •:' — OPEN TO,BELOW : • ----------I— CONCRETE TOPPING SLAB / — — AD-XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) \ - LEASING OFFICE ISO I I I � I I I ISO 3-HR RATED FIRE WALL / / 2-HR RATED FIRE BARRIER 1 I I 3 \ I O CONCRETE WHEEL STOP AD-31 I O SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. \ / / YOGA STORAGE 4 :: :; , :. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" Fs j FS =FINISH SURFACE • •. � � �-----------------, ----- , � -6" TOC TOC =TOP OF STRUCTURAL CONCRETE SLAB I I i TO CURB =TOP OF CURB a I ACCESSIBLE PARKING SPACE Ii ' : ;: I I ------ > ------ --- ------------- — : ;: CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION LEVEL TO SLOPE � 70V GORRI � \ / I I T1 El = VENTI L I I < SLOPE TO LEVEL X DEPRESSION TO SLOPE L-------------------J SHAFT - -m - --- -J \ T 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. YOGA STUDIO ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE 10000000000 AD-01 AD-31 // \ I m / r X WATERPROOF TRAFFIC COATING AD-XX PEl-L / CONCRETE TOPPING SLAB X \ / I (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD XX --------, r ---- CORRIDOR —� — ---- �— / i r /" ----------------- ___r_r FRAMED WALL - 3-5/8" METAL STUD \ I I VENTILATION I l -STAIR A3 I I I I I I I FRAMED WALL - 6" METAL STUD SHAFT FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB \ 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE I _ CMU WALL - SEE STRUCTURAL � I I 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 l l l l l l l l I I I I X CONCRETE WALL - SEE STRUCTURAL AD-XX I � I I I I I I I II I I I I I I I I II I I I I I II 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 I I I I I I I I I X ------------- AIRCRAFT CABLE VEHICULAR BARRIER ------------------------J AD-XX - - - - - - \ \ \ - - - - - - - - - - - - - J / L-------------- - FULL HEIGHT STEEL FENCING AD 31 / \ \ / CONCRETE COLUMN X , -COLUMN CAP AD-XX / I i L J OPEN TO BELOW " KEYNOTES ---------------- ------- ----------; �I FITNESS I I I LINE OF FLOOR ABOVE / \ i i I 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS I I I I • I I I I ❑3 RETAIL PARKING SPACE / \ I I 4❑ GUEST PARKING SPACE EV READY SPACE (FUTURE) ________ ______ � _� L-----------------J � L_______________ ----------------- i ❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 / �--------- I ❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 I ❑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 � I IE �p 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 I / /-----------J I I I I 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 -1 12 EXPANSION JOINT, REFER TO SHEET AD-33 E IVF-1 --J 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. I I I DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB LEASING AND AMENITY - LEVEL 2 REFLECTED CEILING PLAN SCALE:3/16"=1'-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 OAK INVIDS'FINAENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i O Q U Q z Q Q Z Q U) W U) F_ ICT LO T_ L0 015 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,yl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp LEASING & AMENITY ENLARGED REFLECTED CEILING PLAN BUILDING A A5-56 J H m co U W 2 U Z Q ^J L`L 1r n VM! LL (N CN C) N Ir— C) 00 COPYRIGHT (C) CLUBROOM - LEVEL 41 SCALE: 1/4"=l'-0" 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS 7!7 DEPRESSION LEVEL TO SLOPE <2�) X" 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. ❑❑❑❑❑❑❑❑❑❑ @(i) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 • lim-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 E1� D 7 7l ,[ AV1EO AC K II\ ES'1'N 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 rzrl TF T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF of- \F C A License Stamp o CLUBROOM ENLARGED PLAN - LEVEL 3 CLUBROOM - LEVEL 31 SCALE: 1/4"=l'-0" 1 COPYRIGHT BUILDING A A5-60 MICRO E�] D/W cw_.� REF (2)WARMING DRAWERS CLUBROOM REFLECTED CEILING PLAN - LEVEL 41 SCALE: 1/4"=l'-O" 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 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 X ----------I— CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 I<zv LEVEL TO SLOPE SLOPE TO LEVEL 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ AD01 AD31 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 FULL HEIGHT STEEL FENCING 16 r , 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 �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 E1� D 7 7l ,[ AV1EO AC K II\ ES'1'N 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt No. Date Description H 10 W U) U W I 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J -D ARP ILL N (N No. C29795 C) RENEWAL DATE 04 AUGUST 31, 2023 1 9jF of � CA`\�o�� License Stamp o CLUBROOM ENLARGED REFLECTED CEILING PLAN CLUBROOM REFLECTED CEILING PLAN - LEVEL 31 SCALE:1/4"=l'-0" 1 COPYRIGHT BUILDING A5�61 MU/C ICRO I E�l DEW LU v REF [ (2)WARMING DRAWERS CLUBROOM STRUCTURAL FRAME - LEVEL 41 SCALE:1/4"=l'-0" 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) m I I I!SIMMONS I I I m 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS -X" DEPRESSION LEVEL TO SLOPE SLOPE TO LEVEL W 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. ❑❑❑❑❑❑❑❑❑❑ @(i) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 • lim-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 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF of- \F C A License Stamp o CLUBROOM ENLARGED PLAN - PRIMARY STRUCTURAL FRAME CLUBROOM STRUCTURAL FRAME - LEVEL 31 SCALE:1/4"=l'-0" 1 COPYRIGHT BUILDING A A5-62 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) 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. -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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS 7�7 DEPRESSION 70V LEVEL TO SLOPE SLOPE TO LEVEL W 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. ❑❑❑❑❑❑❑❑❑❑ 12 12 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN 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 • lim-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 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 rzrl TF T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF of- \F C A License Stamp o ROOF DECK ENLARGED PLAN ROOF DECK - LEVEL 71 SCALE:1/4"=l'-0" 1 COPYRIGHT BUILDING A A5-63 MAILROOM O - ' �� R.�d :w= M'm{�/d MI I W.V.I:rM W-MA kW= W-"I701 M= 0.3111111 I � :ram 15��03.7II odIti' I Mi7I .t.1I R'.� r"W�I f�/d MEr_ ,6�t L•1. 7UI 51��1 L•1. � �UIhQ 3.7Ihi7I ®l �l � � WEI I. MAILROOM O SEE DETAIL 5/AD-02.1, TYP. BUILDING B MAILROOM - INTERIOR ELEVATIONS I SCALE:1/4"=l'-0" 6 BUILDING A PARCEL ROOM - INTERIOR ELEVATIONS I SCALE: 1/4"=l'-0"1 5 F_ w - - - w Qz \ Qz :o oU Z -- - Z w �U �w �Uz -- \ -- �VZ �w MW< cr,w LOBBY OB LOBBY OD SEE DETAIL 5/AD-02.11 TYP. 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"=l'-0" 3 BUILDING A PARCEL ROOM - LEVEL 1 1 SCALE:1/4"=V-0" 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 IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB 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 3 CONCRETE WHEEL STOP 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 Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS DEPRESSION � LEVEL TO SLOPE X" 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. ❑❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE @(i) ❑❑❑❑❑❑❑❑❑❑ 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 - 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 FULL HEIGHT STEEL FENCING 16 AD-31 I I CONCRETE COLUMN X I I COLUMN CAP AD XX I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL 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 • lim-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) w w U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 W U) 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 jrr% with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL N (N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF r7F \F C W_ License Stamp o MAILROOM ENLARGED PLAN & INTERIOR ELEVATIONS BUILDING A MAILROOM - INTERIOR ELEVATIONS I SCALE:1/4"=V-0" 4 BUILDING A MAILROOM - LEVEL 1 1 SCALE: 1/4"=V-0" 1 COPYRIGHT tc BUILDING & A5-64 3 3.2 _Mwdow11 1�milli IIfAll�lll� u�l�lll® I�I�fl�i ' lip" I f C.2 3.2 3.4 4 4.3 T 3 3'S 13132" 13'J 19I32' a'D LANDIN 11'RUN 4' G— ... .. .. .... .... . 7 . .. .... .. ... . .. .... .. .. ......... .. . .. . .. .. . ... Will 111 .............. —M e LLL i I�/I1�11 Ili �Ilha�. STAIR WIDTH T-0 &S" 4'-T' RUN 4' -2 5/8' LANDING (5)11"T LANDING 17'1 I STAIR PLAN LEVEL 4 1 BCALE:1/^ --D'I 4 1 STAIR PLAN LEVEL 21 BCALE:,/4"=,•-0"I 2 1 C.2 T3.2 3.4 3'4113132' — � LANDING — __ . ........... . ;;;­.i.E.655.fid . .................... ......... ..... ..... . . ... ... . .......... A '�W I��lAllll■1 II��II II��III11� ............... ................ iN Rl r�• YIp■IN I l.■ 3.�• STAIR WIDTH o ]'-03/8" 4',. RUN 4'-2 GUY' LANDING 0,11"T LANDING 17•-0" �I C.2 3 3.2 3.4 4 4.3 n' D^ 1'-10" II 5'-2" 1'-10"RU 1 3'0" 2)11' STAIR MDTH I59 SB [�3'S�I�■®IIII■� III I'�I�L�; IfF. ............ . ■ ���IJ� I�fa141I ■1 I TO �0 E I!II�I�!■i� � EMI R3SI1 ■ipf�l��l�mii� ® a i 11 IIIIIII�Bill II����IIIe� 55{{ I UNN €1�. 11 :1��1 �■I��i��iiiiiA I� 71 `o n •• • oQ o ---------- 39 SD o 0 0 LANDING 1 —1 R 2111' 1T 8" STAIR KEYNOTES 81 STEELCHPNNELSTRINGER 1 PIECE SLIP RE818TANTPRE-CAST CONCTREADAND RISER S3 STAIRIANDING', BTAIRCONSTRUCTION 2XWCODSTRINGER-REFERTOSTRUCTURALFLANS 85 PLYWOODTREADANDRISER WOOD FRAMED LANDING -REFER TO STRUCTURAL PLANS SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL -DC MIN TO 38' MAXABOVE TREAD NOSING PER CDC 1012.2. MAX.4.5" PROJECTIONINTO REWREDWIDTHPERCB 1012.8. W GUARD-42' MIN HIGH RAJLIN OPENINGS BRACED SOA4' SPHERE CANNOT PASS THROUGH S10 STAIRNAY FLOOR NUMBER SIGN (SEE SIGNAGE UWGS FOR MORE INFO) 311 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWOE FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE-CLASSI Std ALTERNATINGTREADETAIR: FREFABRICATEDSTEEL 315 METALGATEBAARIER PERCBC1D238 518 GUARDWALL 42-MINHIGH SEC RITYSCEENSYSTEM O.C.-MWNT TO FLOOR SLAB OR STAIR STWNGERE PROM E 1�/,V N_ 9 GAUGE WIRE MESH AS NOTED ONPLW S1S BARRIERGUARDRUL-2TH S19 CAST -IN PLACE CONCRETE STAIR 320 DASHED ARC INDICATING d4' CLEAR PATH ABOUT STAIR/ HANDRAIL, PER CBC 10112 DASHED ARC INDICATING 48' CLEAR PATH ABOUT STAIR/HANDRAIL PER CBC 1D112 S21 KNOX BOX SEE BUILDNG PLANS SII NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS(POWDERCOAT SAFETY YELLOW) SEE STAIR ROOF LEVEL FOR OPENING SIZE 323 PER CEO SEC.1011.6 THE DOOR AT ANY POTION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE-HALF ITS REWIRED WIDTH, CLEAREPACEISBHCWNON PI -AN WITH DASHED ARC. STAIR NOTES I 1. FORTYPICALSTAIRDETAILS,REFERTO ADI1 2. TREADS', ALL TREAD SURFACES SHALL BE SUP RESISTANT, TREADS SHALL HAVE SMOO ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREADSANORISERSSHALLBEOF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED D.3]S INCH IN ANY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT OREATERTHAN 05INCH. BEVELING OF NOSING SHALL NOTEXCEED 0,5INCH. RIERS SHALL BE SOLIDANDVERTCALOR SLOPED FROM THE UNDERSIDE OFTHE LEADING EDGE OFTHE TREADABOVE ATAN ANGLE NOT MORE THAN 30 DEGREES FROM THEVERTICAL THE LEADING ENE (NOGING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYONDTHE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCWDINGTHE LEADING EDGE OFTHE ROORATTHE TOP OFARIGHT. 5. HANDRAIL CONIINUIIY:HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM LANDINGT0 LANDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING, ]. EXIT ENCLOSURE PENETRATIONS'. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, EFRINX 11 PIPING, STANDPIPES. ELECTRICAL RACEWAYS) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(UEB NG THE EXIT ENCLOSURE. THERE SHALL E NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 8, STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXITSTAIRWAYS SHALL HAVE THE UPPER APPROACH AN D LOWER TREAD MARKED BY A STRIPE PRONDIN G CLEAR VISUAL CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AN D ON ALL TREADS, THE STRIPE SHALL BE A MINIMUM OF 21NCHES WIDE TO A MAXIMUM OF 41NCHES WIDE PIACED PARALLELTO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP ORUPPERAPPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AN D SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP-NESISTANT AS THE OTHERTREAE OF THE STAIR. APAINTED STRIPE SHALL BEACCEPTABLE. 9. ALL DIMENSIWSARE TOTHE FACE E STUD, CMU OR CONCRETE AS OCCURS, UN.O. LEGEND 0" Q STANDPIPE O 2XA WOOD STUD FRAMING ® 2XB WOOD STUD FRAMING ® CMU WALL-SEESTRUCTURAL 0 CONCRETEWALL-SEESTRUCTUR4L EXTENT OF EXTERIOR CEMENT PIASTER FINISH DANOAL .—H INDICATES EXTENT .1 1.1 PLASTER SOFFIT .1 HEIGffN INDCATEDIINPOLAN.ESELOW,MERORCEMRE PEL EROVER RUDEI METALLATHOCCURSATLOBBIESIN EXTERIORWALLOPENINGS. SEE ENLARGED PLANS FOR EXTENT. S0'.' CLEAR FLOOR AREA 5'- DANETER TURN AROUND SPACE ENLARGED PLAN REFERENCES 1 FOR WALL F RE4UTNGS AND DETAIL REFERENCES FIRE EXUNGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS SEE SHEETS ADII THRU A625. 2 FOREXITING ANALYSS INCLUDING OCCUPANTLOADS EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS A631 THRU A045. Architecture + Planning 17911 Von Kerman 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: Wit Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer EIr. OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 I _J No. Date Description H m r) Y U w 2 U O_ ��s hir �G 0JR W"o CV CV * O R%EXu DIE * s m. J 9lf OF CA01G�?P C? License Stamp o STAIR Al ENLARGED PLANS STAIR PLAN LEVEL 3 I SCALE: STAIR PLAN LEVEL 1 I SCALE: 1/4"=1'-0" A5-70 STAIR KEYNOTES 51 STEELCHANNELSTRINGER 1-PIECE SLIP RESISTANT PRECAST CCNC TREAD AND RISER STAIR INDING: STAIR CONSTRUCTION 2X WOOD STRINGER- REFER TO STRUCTURAL PLANS PLYWOOD TREAD AND RISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLAINS SLIPRESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD G HANDRAIL-34'MINT030'MAJ(ABOVETREADN0INGPERCBC1012.2.MAX.- PROJECTIONINTORDQUREGWIDTHPERCBC1012.6. GUMO-4S MIN HIGH RAILING wI OPNINGS SPACED SO A-PHERE CANNOT PASS THROUGH S10 STAIRWAY FLCCR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE OWES FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE - CLASSI S1d ALTERNATING TREAD STAIR: PREFABRICATED STEEL 515 METAL GATE BARRIER -PR CSC 1023.8 51fi GUMDWALL-Q'MIN HIGH Sil SEE RITYSCMEN SYSTEM I- STEEL BARTOPAND BOTTOM RAILS WITH IN' PICKETSAT d' O.C: MOUNT TO FLOOR SLAB OR STAIR STRINGERS PROVIDE 114- W., 9 GAUGE WIRE MESH AS NOTED ON PUN S10 SARRIRGUMDRAIL 27'H S19 CAR 4NFPUE CONCRETE STAIR DASHEDARC INDICATING44" CLEM PATHMOUT STAIRI HANDMIL, PER CK 10112 520e DASHED ARC INDICATING 4' CLEAR PATH ABOUT STAIR I HANDRAIL, PERCBC10112 521 KNOX BOX -SEE BUILDING PUNS NYSTROM ROOF HATCH WITH INTEGRALOSHA COMPLNNTALUMINUM SAFETY RAILS (POWDERCOAT SAFETY-1.01N) SEESTAIRROOFLEVELFOROPNINGSUE 52] PER CSC SEC. 1011 STHE DOORAT ANY POSITION SHALL NOTREDUCETHE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH -CLEAR SPACE ISSHOWN ON PUN WITH DASHED ARE. STAIR NOTES 1 FOR TYPICAL STAIR DETAILS, REFER TO A0.I1 ADM 2, TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREAGS SHALL HAVE SM00 ROUN DED OR CH —RN EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOS I NO TRNG AND RISER CIMENSIONAL UNIFORMITY: STAIR TRENDS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.51NC11. BEVELING OF NOSING SHALL NOT EXCEED Q5 INCH. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 39 DEGREES FROM TH E VERTICAL. THE LEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25INCHES BEYONGTHE TREAD BELOW AND ALL PROJECTIONS OFTHE LEADING NGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE MR EA FLIGHT. HANDRAILCONTINUITY'. HANDRAILGRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. fi. HAND MILEXTENSIONS'. HANDRAILS SHALL RETLRN TO THE WALL, GUAROORTHEWALKING SURFACE OR SHALLBE CONTINUOUS TO THE HANDRAIL DEAN ADJACENT STAIR FLIGHT AT STAIRWAYS WHERE HANDRAILS ME NOT CONTINUOUS BETWEEN FLIGHTS. THE HANDRAILS SHALL EXTNDAT LEAST 12 INCHES BEYOND THETOP RISERAN012 INCHES, PLUSTHE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS PRE CONTINUOUS FROM LANCING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 7. EXR ENCLOSURE PNET-01,18: PENETRATIONSINTOANDOPNINGSTHROUGHANE%IT ENCLOSURE ME PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES, ELECTRICAL —WAY(S) FOR FIRE OEPARTMENTCOMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE, THERE SHALL BE NO PENETRATIONS ORCOMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 0, STRIPING FOR THEVISUALLY IMPAIRED: INTERIOR EXITSMRWAYS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR ABU& CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALL TREADS. THE STRIPE SHALL BE A MINIMUM OF 21NCHES WIDETO AMAXIMUM OF4INCHES WIDEPLAED PA UELTO,ANDNOTMOREMAN1INCHROM,THENOSEOFTHESTEP UMERAPPROACH AND SHALLBE OF LMTERIALTHAT IS AT LNSTAS SLIPRESISTANTAS THE OTHER TREAGE O THE STRIPE A ALLTED STRiESH LL WIDTH E TBLE. OR THE OTHER TREADS OF THE BTAIR, A PAINTED STRIPE SHALL BE ACCEPTABLE. 9, ALL DIMENSIONS PRE TO THE FACE OF STUD, CMUORCONCRETEASOCCURS,U.N.O. PARKING _ _ PARKING LEGEND GARAGE ATH FL ® GARAGE ,. .. .. .... .. .. ' � T.O.LANDING ---- ---- -- -Z M"` Q STANDPIPE 7'- 2X4 WOOD STUD FRAMING ® 2X0 WOOD STUD FRAMING _ O CMUWALL SEE STRUCTURAL m� 0 CONCRETEWALL SEESTRUCTURAL PARKING............................ by GARAGE ...... ...... ....y...�...�.�... S PARKING EXTENT OF EXTERIOR CEMENT PLASTER FINISH SRO FL T.O_LANDING GARAGE / DIAGONAL HATCH INGICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR ROPPEO— BELOW RATED HEGHT AS INDICATED INN PLAN EXTERIOR CEMENT PEIA3TER OVER BEXTRUDEID METAL I-ATH OCCURS AT ENLMED PLANS FOR EXTENTEBWITX EXTERIOR WALL OPENINGS. SEE Z- 30'AF CLEAR FLOOR AREA 5.0'DIAMETER NRN AROUND SPACE PARKING am �� PARKING ENLARGED PLAN REFERENCES GARAGE 2N0 FL GARAGE 1, FOR WALL FIRERATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS— FIRE ACCESSANALYSIS, SEE SHEETSAU 11 THRU A625. TR_LANDING - _ �-Z_Z 2, FOR EXTING ANALYSIS INCLUDING OCCUPANT LOADS. EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SE SHEETS A031 THRU A0d5. SM w A0.71 � / SB PARKING — GARAGE 59 p cwi SB SO \ C O _ � ms PARKING GARAGE s19 ^ � 52 0 'O SIR 1ST — SLAB w _—_— Af171 GRADGRAD ON E ,a ao STAIR SECTION IBCALE:V4•= - 3 STAIR SECTION BDALE:11^•=1•-D' 2 STAIR SECTION BGAE:II< 1-P• 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 ED OAx 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 w 5W L 'F- 1� 00 L Z a F— It I _J No. Date Description H m U) U W U Z 11 _ I— wcww.menl _ i. owmwlm nw ..e �SEOnIARC,, UL 8pR wo�Fs N v3 N RMEwA9DAiE * O f WSi JI, 202J 9Tf OF CAl\EOP? O License Stamp o STAIR Al SECTION A5-71 Too,1-T@ C.2 C.2 YYy 1 Pb73 I y�IIIILIL.�B�IL� — . 'III.:......... c €I�ii�I;ll :III"LiiwLLLL�II =� IIlv�ll i)Il�il�ll �� p rriilliilill p��yltil.11 hliiii�ll $ iiir�ll L Il��ii�ll 31111111111111R M1nmm....nL* LLLLI� NOT USED I SCALE:1—T-0.1 6 1 STAIR PLAN LEVEL 5 1 SCALE:11^'=1'-D'I 4 I STAIR PLAN LEVEL 2 1G=^LE:114'=1'D°I 2 1 8.8 8.9 9 1 Ai73 1T-10' = II L MI�-............. ............................................. I =IIIIIIIIIIIIII. II �LLILILLLLLLLL_ IlhiLnLL�II �IIII�II�II' l�i�ll ��Illiii�i -411�i1�11 'llll�ll _I� el�i�ll� I�ii® 1■1�� I ILLLLLLLLL: STAIR KEYNOTES 51 STEELCHPNNELSTRINGER 1 PIECE SLIP RESISTAMPRE4AST CONCTREADAND RISER F�] STAIRLANDING'. STAIR CONSTRUCTION 2X WOOD STRINGER- REFER TO STRUCTURAL PLANS PLYWOODTREADANDRISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS F�] SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL-34'MINTOM-MAXABOVETREADNO IINGPERCBC10122. MAXIS PROJECTION INTO REQURED WIDTH PER CBC 1012.8, GUM -4T MIN HIGH RAILING wI OPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH S10 $TMRWAY FLOOR NUMBER SIGN (SEE SIGNAGE OWES FOR MORE INFO) 511 TACTLE FLOOR DESIGNATION SIGN (SEE SIGNAGE OWSS FOR MORE INFO) SIP TACTILE EXIT SIGN (SEE SIGNAGE OWNS FOR MORE INFO) S13 STANGPIPE-CLASSI S14 ALTERNATINGTREADSTAIR: FREFABRICATEDSTEEL S15 MEM-GATEBARRIER-PERCBC ODS SIB GUAROWALL-4T MIN HIGH S17 SECURINSCREENSYSTEM 1'STEELBARTOPANDBOMMRAILSWITH114'PICKETSAT4" O.C. MOUNTTO FLOORS -AB OR STAIRSTRINGERS PROVIDE 1I4-W., BGAUGE WIRE MESHAS NOTED ON PLAN S18 GARRIERGUARDRAIL 27'H S19 CAST -IN PLACE CONCRETE STAIR SA DASHED ARE INDICAT INO""CLEAR PATH ABOUT STAIR I HANDRAIL, PER 1111111 DASHED ARC INDICATING OE CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBC 1(112 S21 KNOX BOX- SEE BUILDING PLANS SIl NYSTROM ROE HATCH WITH INTEGRALOSHA COMPLNNTPLUMINUM SAFETY RAILS(POSGERCOAT SAFETY YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE 523 PER CBC SEC,1011.6 THE DOOR AT MY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH, -CLEAR SPACE IS SHOWN ON PLAN WITH DASHED ARE. STAIR NOTES I 1. FOR TYPICAL STAIR DETAILS, REFER TO PD71 2. TREADS', ALL TREAD SURFACES SHALL BE SUP RESISTANT, TREADS SHALL HAVE EM00 ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREADSANGRISERESHALLBEOF UNIFORM SIZE PND SHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375INCH IN MY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5INCH. BEVELING OF NOSING SHALL NOT EXCEED0 INCH. RISERS SEA-1- BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE LEADING EDGE( NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF FLIGHT. 5. HANCRAILCENIINUITY'. HANCRAILGRIPPING SURFACES SHALL BE CCNTINUOUS,WITHOUT 6 HANDRAILEXTENSIONS'. HANDRAILSSHALLRETURNTOTHEWALL, GUAROORTHEWALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANGRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL E%TEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM IANDINGT0 LANDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 7. EXIT ENCLOSUREPENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE PRE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES. ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAYUU SERVING THE EXIT ENCLOSURE. THERE SHALL BE NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. B. STRIPING FOR THE VISUALLY IMPAIRED'. INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPER TREADS, THE STRIPE SHALL BE A MINIMUM OF 21NCHE5 WIDE TO A MAXIMUM OF 41NCHES WIDEPPA DPARALLELTO,ANDNOTMORET N1INCHFROM,THENOSEOFTHESTEP ORUPPERAPPROACH. THE STRIPE SHALL EXTEND THE FULLWIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLI PREE ISTANT AS THE OTHERTREAGS OF THE STAIR. APNNTEO STRIPE SHALL BEACCEPTABLE, 9. ALLDIMENSIONSARETOTHEFACEESTUD,CMUORCONCRLIEASOCCURS,U.N.0. LEGEND K" i� STANDPIPE 0 2X4 WOOD STUD FRAMING ® 2X8 WOOD STUD FRAMING ® GNU WALL -SEE STRUCTURAL CONCRETE WALL -SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PIASTER FINISH DAGOAL HATEN INDICATES EXTENT OF K)R PEASTER SOFFIT OR IFFTT HEIGffN INDCATEDIINCRUPPREG P. SO. CELIPL .EWM RIORKILDTECEMRE PEV EROVEREXTR� ED METAL LATH OCCURSAT LOBBIES WRH EXTERIOR WALL EENINGS SEE ENLARGED PLANS FOR EXTENT. VUP CLEAR FLOOR AREA 11 DIAMEER TO RN AROUND SPACE ENLARGED PLAN REFERENCES I. FOR WALL FIRE RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS APII THRU A425. 2. FOREXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS A 31 THRU AU45. 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 Ln OAl 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 SLLI ry 50 L Z 2 C N 0) U Q Q H Z U) Lu Lu H ui �a I —J No. Date Description CH G m Ln Y U W 2 U D_ U) `aSED ARL•yAT Ll g�R w°c`rs N y3 N * x CN795 * O r n. 2.1 9Tf NR CA01�P?P License Stamp o STAIR A2 ENLARGED PLANS STAIR PLAN ROOF LEVEL SCA E:IJ =1•-D• STAIR PLAN LEVEL 3, 4 I SCALE: STAIR PLAN LEVEL 1 1 SCALE: 1-1- A5-72 STAIR KEYNOTES 51 STEELCHPNNELSTRINGER 1-PIECE SLIP RESISTANT PRECAST CCNC TREAD AND RIBER STAIR IANDING: STAIR CONSTRUCTION 2X WOOD STRINGER- REFER TO STRUCTURAL PLANS PLYWOOD TREAD AND RISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLAINS SLIPRESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD G HANDRAIL-34'MINT030'MAJ(ABOVETREADN0INGPERCBC1012.2.MAX.- PROJECTIONINTOREQUREGWIDTHPERCBC1012.6. GUMO-4S MIN HIGH WILING wr OPNINGS SPACED SO A-PHERE CANNOT PASS THROUGH S10 STAIRWAY FLCCR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE OWES FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE - CLASSI S1d ALTERNATING TREAD STAIR: PREFABRICATED STEEL 515 METAL GATE BARRIER -PR CSC 10D.8 51fi GUMDWALL-Q'MIN HIGH Sir SEE RITYSOMEN SYSTEM I- STEEL BARTOPAND BOTTOM RAILS WITH IN' PICKETSAT d' O.C: MOUNT TO FLOOR SLAB OR STAIR STRINGERS PROVIDE 114- W., 9 GAUGE WIRE MESH AS NOTED ON PUN S10 BMRIRGUARDRAIL 27'H S19 CMT4NFPUCE CONCRETE STAIR RO FHATC WI ----------- ------ DASHED ARE INDICATING 44" CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBE 10112 DASHED ARC INDICATING 4' CLEAR PATH ABOUT STAIR HANDRAIL, PER CBC 10112 GU RDRAIL NO $21 KENO%BOX -SEE BUILDING PUNS BE F-CLO NG ❑ NYSTROM ROOF HATCH WITH INTEGRALCSHA COMPLNNTALUMINUM SAFEIV RAILS(POWDERCOAT SAFETY-1-01N) SEESTAIRROOFLEVELFOROPNINGSUE PRCSCSEC.10116THEDOMR MYPOSITIONSHFLLNOTREDUCETHEREQUIREDSTAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH. -CLEAR SPACE ISSHOWN ON PUN WITH DASHED ARE. STAIR NOTES B14 1. FOR TYPICAL STAIR DETAILS, REFER TO Ao-r1 ADn i 2, TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREAGS SHALL HAVE SM00 CORRIDOR m m� w FOUNDEDORCHAM RNE%POSEDEDGESANDNOMRUPTEDGESATTHENOBING, TREND MD RISER DIMENSIONAL UNIFORMITY: STAIR TRENDS AND RISERS SHALL BE OF TTHFLSQBELQQR--- __ UNIFORMSIZEANDSHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED T.O. PL - - - - - - - - 0.375 INCH IN ANY FLIGHT OF STAIRS. (Li 2 - _ . TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.51NC11. BEVELING OF NOSING SHALL NOT EXCEED INCH. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TRNDABOVE ATM ANGLE NOT MORE THM 39 DEGREES MOM THEVERTICAL.THE LEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25INCHES BEYONOTHE TREAD BELOW AND ALL PROJECTIONS OFTHE LEADING NGES SHALL BE OF CORRIDOR UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE MR OF FLIGHT. HANDRAILCONTINUITY'. HANDRAILGRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. R HW/ fi. HANDMILEXTENSIONS HANDRAILS SHALL RETLRN TO THE WALL, GUARD ORTHE WALKING SURFACE OR SHALLBE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT AT STAIRWAYSWHERE HANDRAILS ME NOT CONTINUELS BETWEEN RIGHTS. THE HANDRAILS T_O. PL______ __ __ _ - GU RDRAI AND S LF-DLO ING SHALL EXTNDAT LEAST 12 INCHES BEYOND THETOP RISERAND 12 INCHES, PLUSTHE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS PRE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND CUT INTO THE IANDING. -- - _ _ - _ _ _ 7. E%R ENCLOSURE PENET-01,18: PENETRATIONSINTOANDOPENINGSTHROUGHANE%IT ENCLOSURE ME PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES, ELECTRICAL —WAY(S) FOR FIRE DEPARTMENTCOMMUNICATION SYSTEMS m - CORRIDOR m S14 \ AND ELECTRICAL RACEWAY(S)SERVINGTHE EXIT ENCLOSURE, THERE SHALL BE NO PENETRATIONS ORCOMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN \ ADJACENT EXIT ENCLOSURES. qn \ 0. STRIPING FOR THEVISUALLY IMPAIRED: INTERIOR EXITSTAIRWAYS SHALL HAVE THE UPPER W ug APPROACH AND LOWER TREAD MARKED BYA STRIPE PROVIDING CLEAR ABU&CONTRAST. 5TH FL$�QQR O EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPERAPPROACH AND ON ALL T_O. PL TREADS. THE STRIPE SHALL BE A MINIMUM OF 21NCHES WIDETO AMAXIMUM OF4INCHES — _ — _ — _ --- ----- - - ug i WIDEPUCED PARALLELTO,MDNOTMORET N11NCHROM,THENOSEOFTHESTEP ORUPPERAPPROACKTHESTRIPE SHALLEXTENDTHEFULLWIDTHOFTHESTEPOR rc L ISTANT TIFF RAPPROACH AND SHALLBE OF LMTERIALTHAT IS AT LNSTAS SLIPRESM THE OTHER TREADS OF THE STAIR, A PAINTED STRIPE SHALL BE ACCEPTABLE. - �THELi126FLOOR _—_ T.O. PL _—_—_ _— —__ 9. ALL DIMENSIONS ME TO THE FACE OF STUD, CMUORCONCRETEASOCCURS,U.N.O. CORRIDOR m "ddw \ LEGEND 4TH FL SUBFLOOR QYt�AI,� Q STANOPIPE ------ -- - — - - PARKING u4 WOOD STUD FRAMING m _EEj ' GARAGE ® 2X0 WOOD SEND FRMING W uxwi 1 4TH FL SUBFLOOR _ _ TO PL _ _ � CMU WALL SEE STRUCTURAL ` _ 0 CONCRETEWAUL SEESTRUCTURAL CORRIDOR - \ PARKING qm - � - W. GARAGEROPPEO EXTENT OF EXTERIOR CEMENT P—R FINISH PU DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR STER SOFFIT OR 2 4 r � / BELOW RiJED INDICATED BEXTRUDEI SRD FL T.O. SW_B- PODIUM LEVEL ,44.50'FF '., ,' `:" i i HEIGHT AS INN PLAN EXTERIOR CEMENT PEIASTER OVER D METAL UTH OCCURS AT LOBBIESW ITH EXTERIOR WALL OPENINGS. SEE ENLARGED PUNS FOR EXTENT. 30'x48'CLEAR FLOOR MN / � T i 3 3RD FL SUBFLOOR 6 T DIAMETERTURN AROUND SPACE FITNESS ENLARGED PLAN REFERENCES PARKING \ B Ao-71 - GARAGE DETAIL FIRE EXTINGUISHER 1 FOR WALLLOCATIONS AND FIN ACCESS IS, SEE SHEETS LOCATONSMD FIRE ACCESSANALYSIS, SEE SHEETSA011 THRU M25. 2ND FL T.O. SLA_8____ O 2, FORE%RING MALYSIS INCLUDING OCCUPANT LOADS. EXIT SIGNS AND DOOR PANIC 134.42' FF HARDWARE LOCATIONS, SEE SHEETS A031 THRU WAS. _ _7 I � FL SUBFLOOR ss — % rc iu531 ,... a FITNESS 7 q - \ Y PARKING GARAGE r _ 8 hx xo iT-- Ji ON 2.2° S10 123.10'FF 9LAB ON GRADE _ cm 1ST FL T.O. SLAB ON GRADE_ _— J 0.71. TYPE E IIIA Type STAIR A3 SECTION SCALE:1/4'=1-0' 2 STAIR A2 SECTION BCAE:,/<,-P• 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 ED OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 w 5W L F— w 00 L Z a F— It I _J Q No. Date Description CH G m U) U W U Z J CL — wcww.meni i°°wmwim nw U) U AR�� LNL CV RMEwA9DAiE * C7 f WSi JI, 202J 9T4 OF CAl CD License Stamp o STAIR A2 & A3 SECTION A5-73 — 1-T@ NOT USED I SCALE:1/4'=1'C'I 6 I STAIR PLAN LEVEL 3, 4, 5, 6 1 SCALE:,/ ,'J 3 1 STAIR PLAN ROOF LEVEL 6CALE:1/4'=1'-0' I I I I b - - - - -1- - - - - - - ----i------------- _-� I I I I 513 S1A 11.2 1991r 11.5 11.7 �13 I IIllI�llI■;llla __ R _llll�iw�m-r�I Ll 11.2 11.5 11.7 STAIR PLAN LEVEL 21 SCALE:11--' STAIR KEYNOTES 51 STEELCHANNELSTRINGER 1-PIECE SLIP RESISTANT PRECAST CONC TREAD AND RISER STAIR IANDING: STAIR CONSTRUCTION 2K WOOD STRINGER- REFER TO STRUCTURAL PLANS PLYWOODTREADANDRISER WOOD FRAMED LAHOING- REFER TO STRUCTURAL PLAINS FR] SLIPREBISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL 34' MIN TO M-MAXABOVETREAD NO ING PERCBC 1012.2. MAX.4.5' PROJECTONINTOREGUREDWIOTHPERCSC1D120. N GUM -4T MIN HIGH RAILING w/ OPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH S10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE OWES FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE - DLASSI S14 ALTERNATINGTREADSTAIR: PREFABRICATEDSTEEL 515 METAL GATE BARRIER -PER CEO 1023.8 51fi GUAROWALL-42'MIN HIGH EdSECURINSCREENSYS l'STEELBARTOPANDBOTTOMPPILBWIIH114'PICKETSAT O.C. MOUNT TO FLOOR SLAB OR STAIR STRINGERS PROVIDE 114' W., BGAUGE WIRE MESH AS NOTED ON PUN s10 SARRIERGUARDRAL 27'H FSSS19 CAR 4N­PLACE CONCRETE STAIR SA OASHEDARC INDICATIN— CLEAR PATHABOUT STAIRI HANDRAIL, PER CSC 10112 SM OASHEDARC INDICATING40' CLEAR PATH ABOUT STAIRIHANOBAIL, PER CEO 10112 $21 KNOX BOX -SEE BUILDING PUNS NYSTROM ROOF HATCH WITH INTEGBALOSHA COMPLNNTALUMINUM SAFETY F,NLS )POWDERCDAT SAFETY-1-CAM) SEESTAIRRCOFLEVELFOROPCNINGSDE 521 PERCBC SEC. 10116 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH, -CLEAR SPACE ISSHOWN ON PUN WITH DASHED ARC. STAIR NOTES 1 FOR TYPICAL STAIR OETMLS, REFER TO Afl.Ii P811.1 2, TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT TREADS SHALL HAVE SM00 ROUN DED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSI NO 3, TREADANORISEROIMENSIONALUNIFORMIN:S IIRTREADSANDRISERSSHALLBEOF UNIFORMSREANDSHAPE, THE TOLERANCE BETWEEN THE IARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375INCH IN ANY FLIGHT OF STAIRB. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.51NCH. BEVELING OF NOSING SHALL NOT EXCEED Q5 INCH. RISERS SHALL BE SOLID AND VERTIGLL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE ATM ANGLE NOT MORE THAN 30 DEGREES FROM TH E VERTICAL. THE LEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25INCHES BEYONOTHE TREAD BELOW AND ALL PROJECTIONS OFTHE LEADING EDGES SHALLBE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF FLIGHT. 5, HAND —CONTINUITY HAND-4IRIPPING SURFACES SHALL BE CONTINUWS,WITHOUT INTERRUPTKON BY NEWEL POSTS OR OTHER OBSTRUCTIONS fi. HANOFAILEXTENSIONS'. HANDR/•ILSSHALLRETURNTOTHEWALL, GUAROORTHEWALKING SURFACE OR SHALLBE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT AT STAIRWAYSWHERE HANDRAILSARENOTCONTINUWSBETIYEENFLIGHTS.THEHMN LS SHALL EXTENDAT LEAST 12 INCHES BEYOND THETOP RISERAN012 INCHES, PLUETHE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS PRE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE IANDNG. ]. EXIT ENCLOSUREPENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE PRE PROHIBITED EXCEPT PM REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENTCOMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE, THERE SHALL BE NO PENETRATIONSORCOMMUNIC IIONOPENINGS,WHETHERPROTECTEDORNN,,BEIWEEN ADJACENT EXIT ENCLOSURES. 0, STRIPINGFORTHEVISUALLY IMPAIRED: INTERIOR EXITSTAIRWAYS SHALL HAVE THE UPPER APPROACH AND LCWERTREAD MARKED BYA STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALL TREADS. THE STRIPE SHALL BE A MINIMUM OF 21NCHES WIDETO AMAXIMUM OF4INCHES WIDEPLACED PA UELTO,ANONOTMOREM NIINCHFROM,THENOSEOFTHESTEP OR UPPER APPROACH. THE STRIPE SHALLEXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLI PRESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 9. ALL DIMENSIONS PRE TO THE FACE OF STUD, CMUORCONCRETEAEOCCURS,U.N.O. LEGEND Q" ` Q STANDPIPE O 2X4 WOOD STUD FRAMING ® 2XB WOOD —FRAMING ® CMU WALL. SEE STRUCTURAL 0 CCNCRETEWAUL SEESTRUCTUBAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH D AGUNAL HATCH INDICATES EXTENT OF EXTERIOR STER SOFFIT OR �EDNG BELOW RTED NENEBLY SOFFIT HEGHDROPiASNICATED INPUNEXTERIOR MENPTR OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PUNS FOR EXTENT. CLEAR FLOOR AREA 51 DIAMETER TURN AROUND SPACE ENLARGED PLAN REFERENCES 1. FOR WALL FIRE RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU A625. 2, FOREXRING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS. SEE SHEETS— THRU 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 OAx 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 J Q I — No. Date Description CH G m to `1 U LU U Z a ARL`y�T LL ��SED eDR w°cF. �c N * xacL * O L. 3 s 9Tf NF CA�HF��? O License Stamp o STAIR A3 ENLARGED PLANS STAIR PLAN LEVEL 7 SOALE:1/4'=1'-0' STAIR PLAN LEVEL 11 SCALE:,/4• ,•-0' A5-74 STAIR KEYNOTES ESTEELCHANNELSTRINGER 1 PIECE SLIP RESISTANTPRE-CAST CONCTREADAND RISER STNRI-ANGING', —CONSTRUCTION 2X WOW STRINGER -REFER TOSTRUCTURAL BANS PLYWOOD TREAD AND RISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS ESLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND 807DM TREAD HANDRAIL-34' MIN TO 38• MAX— TREAD NOSING PER CBC 10122. MAX.4.5' PROJECTION INTO REOUNED WIDTH PER CBC 1012.8. GUARD-62" MIN HIGH RQUN—OPENINGS SPACED EOA4• SPHERE CANNOT PASS THROUGH S10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 511 TACTLE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 513 TACTLE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE- CLASS I 5�14 ALTERNATING TREAD STAIR: PREFABRICATEDSTEEL 515 METALGATESAARIER PERCEE-8 P.4 ® 8 GUARDWALL IGH S17 E N EYS SECURITYTTOFLORSLASTEM ORSAIR$TROPANO BOTTOM R/,V$Q_H1AUGEKETSAT4' SLAB OR STAIR STRINGERS PROVIDE I/4' SQ., 9 GAUGE WIRE MESH AS ' NOT D M PLAN NOTED ON PLAN 1 ` p s1e S19 BARRIERGUARDRAIL-2rH CAST -IN PLACE CONCRETE STAIR P.6 c � ZEN DPSHEDARC INDICATNG44'CLEAR PATH ABOUT STAIRIHANDMIL, PERCBC 10112 DASHED ARC INDICATING 4B' CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBC 1D112 L - _ - — __ I I -ram -rT�_T _ — - _ - - __ — i ___ — F—_— - _ _— _ _— _ _ — -1J� I I I - _ - - __ _ — - __ - — - _— __ S21 KNOX BOX -SEE BUILDING PLANS SAFETY Y ROOF HATCH WITH INTEGRAL OSHA COMRIANTALUMINUM SPFETYRAILS (POWDERCOAT YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE - , T T,- - 523 PER CBC SEC, 1011.8 TO p5FITSSHALL NOT REDUCETHE PERC R AT ANYTHAN it / / li li li � CLER—EDSTAIR LANDING DIMENSIONTO LESSTHPN ONEdULF ITS REWIRED WIDTi.CLEARSPACE IS SHOWN ON LESS SHO PLAN WITH DASHED ARC. ,/� Q 8,3 87 8 B, B6 B9 STAIR NOTES 1 1.6 2 2.1 5 15'-T'RUN (1])11"T 5.2 1. FURTVPICALSTAIRDETAILS,REFERTO IA71 A0.i l 2. TREADS'. ALL TREAD SURFACES SHALL BE SUP RESISTANT. TREADS SHALL HAVE SMOG ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING. 3. TREND AND RISER DIMENSIONAL UNIFORMItt'. STAIRTREADS AND RISERSSHALLBE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NET EXCEED C3]S INCH IN ANY FLIGHT OF STAIRS. TREADPROFILE:THERADIUSOFTHELEADINGEDGEOFTHETREADSHALLBE NOT OREATERTHAN 05INCH. BEVELING OF NOSING SHALL NOTE%GEED D.5INCH, RISERS SHALL BE SOLI DANOVERTCALORSLOPED FROM THE UNDERSIDE OFTHE LEADING EDGE OFTHE TREADABOVE ATAN ANGLE NOT MORE THAN 30 DEGREES FROM THEVERTICAL THE LEADINGEGGE(NOSING)OFTREADSSHALLPR ECTNOTMORETHAN1251NCHB BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDINGTHE LEADING EDGE OFTHE ROORATTHE TOP OFARIGHT. 5, HANDRAILCONTNUITY:HANDRAIL-GRIPPINGSURFACESS LLBECONTIN000S.WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 6. HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM LANDINGT0 LANDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 7. EXIT ENCLOSURE PENETRATIONS'. PENETRATIONS INTO AND OPENINGS THROUGH AN MT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, SCALE: II6"=1'-0" STAIR PLAN LEVEL 2 2 STANDPIPES ELECTRICALR(S)SE Y(NGFOR E FIRE DEPARTMENT COMMUNICALI NO STEMS AND ELECTRICALRTRICAL IS) SERNNG TILE EXIT ENCLOSURE. COAMU ICATIO NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 8. STRIPING FORTHEVISUALLYIMPAJRED: INTERICREXITSTAIRWAYS SHALL HAVE THE UPPER APPROACH AN D LOWER TREAD MARKED BY A STRIPE PRONDIN G CLEAR VISUAL CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AN D ON ALL TREADS, THE STRIPE SHALL SEA MINIMUM OF 21NCHE5 WIDE TO A MAXIMUM OF 41NCHES WIDE PPACED PARALLELTO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP ORUPPERAPPROACH. THE STRIPE SHALL EXTEND THE NU - WIDTH OF THE STEP OR UPPER APPROACH AN D SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP -RESISTANT AE THE OTHER TREADS OF THE STAIR. A PLANTED STRIPE SHALL BE ACCEPTABLE, 9. ALL DIMENSIONS ARE TO THE FACE OF STUD, CM OR CONCRETE AS OCCURS, U.N.O. LEGEND Q" $ STANDPIPE O ZX4 WOOD STUD FRAMING ® ZX6 WOOD STUD FRAMING P AY i`------------ : „ i� i li ® F �vT ® CMU WALL -SEE STRUCTURAL 0 CONCRETEWALL-SEEETRUCTURAL E N OFE%ERORCEMENTPASERFINISH SOFFIT OR DAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER RUPPEDG CEILING / HEIGHTASPLAN LEXIERIORCEMENTPEVS ER OVEREXTROFFD / UD ____ifV � \', / METALIATHOCCURSATLOBBIEEWITHEXTERIORWALLOPENINGS, SEE ENLARGED PLANS FOR EXTENT. -CIEARFLOORARE4 3D• DIAMETER TURN AROUND SPACE I; ��I;� o I ✓ II I I I I I I ENLARGED PLAN REFERENCES \ w FORWAULFRELGATINGSANDGENLREFERENCES TINGUISHER Q MIN L1. __z-fir ETSAEII THRU A82,. 2. LORE%RNNGAID FINE ACCESS INAOCCUPANT HE AAU-1I OE, EXIT SIGNS AND DOOR PANIC 57 52 Si 58 S9 S13 'i HARDWARELOCATONS,SEESHEETSAR3ITHRUAP45. 1 1.6 2 2.1 18'-4' RUN 12a) n•T 5 5.2 STAIR PLAN LEVEL 1 SCALE II4"=1'-0 1 Architecture + Planning 17911 Von Kerman 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 t1'.1) 0'%k 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O 04 0) C) U <I Z Q Q H Z U) W W w F- rn ILl In l!7 06 Lo I J No. Date Description 1-- m U) Y U L.I..I U z J tl F— .nn 7=1 in \ aSED ARCH, LI_ 0�R w°c`rs N y� N * N. C-5 * O RENEWAL DATE (V r AU n J1. 2.1 9lf DF CA��F�P?P I License Stamp o STAIR A4 ENLARGED PLANS A5-75 ---T STAIR KEYNOTES 51 STEELCHANNELSTRINGER 1 PIECE SLIP RESISTANT PRECAST CONC TREAD AND RISER STAIRLANDING'. STAIR CONSTRUCTION P,Q 2%WOWSTRINGER-REFERTOSTRUCTURALFLANS PLYWOOD TREAD AND RISER _ WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD PHAN ER IL- MINTTO OM -MD DTHVPERCBC00INNGPERCBC10122.MAX.- P.6 3,3 - - - A67, - - - - ❑ GUARD-4T MIN HIGH RAILING wIOPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH a r � L--------------------------------------._—`--' 23 I MIN ' I ------------ M -- -- -- -- -- -- _ _ _ -- -- -- _ _— S10 511 S12 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) TACTLE FLOOR DESIGNATION SIGN SEE SIGNAGE DWGS FOR MORE INFO) TILFOR TACTILE EXIT SIGN SIGNAGE DWGS MORE INFO) f Asn S13 STANDPIPE -CLASSY -`7 Std ALTERNATINGTREADSTAIR: FREFABRICATEDSTEEL �\/(��\/�' 515 METPL GATE BARRIER -PER CBC 10233 GUARDWALL-42"MIN HIGH SECURINSCREENSYSTEM 1•STEELBARTOPANDBOMMRAILSWITH114•PICKETSAT4" O.C. MOUNTTO FLOOR BLAB OR STAIRSTRINGERS PROVIDE 114' GQ_ 9GAUGE WIRE MMHAS S18 NOTED ON PLAN BARRIERGUARDRAIL 27"H 519 CAST -IN PLACECONCRETESTAIR SA DASH EDARCINDICATING—LEARMTHABOUTSTAIRIHANORAIL, PERCBC 10112 DASHED ARC INDICATING 4' CLEAR PATH ABOUT STAIR I HANDRAIL, PERCBC 10112 51d 55 Sd SB 59 37 S21 KNOX BOX -SEE BUILDING PLANS SIl NYSTROM ROE HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY MI.(POWDERCOAT SAFETYVELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE T-B" ],S. LANDING 523 PER CEO SEC,1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WI)TH,-CLEAR SPACE ISSHOWN ON PLAN WITH DASHED ARE. 1'-z^ 5 5.1 STAIR NOTES NOT USED SCALE: 1Id'=,'-0' 6 SCALE: tld"=1'A" STAIR PLAN LEVEL 7 3 FOR PIC STNRDETAJS,REFERTQ 2. HAVEGO I BE IAND EDGES DEDO TREADSURFACESEXPOSE AT T ROUN OED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, ROUIRENDEDEDGESNO ABRUPT 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIR TREAE AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. d. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GRMTERTHAN051NCH. BEVELING OF NCSING SHALL NOT EXCEED INCH. RISERESH4LL BE SOLIDANOVERTICALOR SLOPED FROM THE UNDERSIDE OFTHE LEADING EDGE OFTHE P.4 ® TREADABOVE ATAN ANGLE NOT MORE THAN 30 DEGREES FROM THEVERTICAL.THE LEADINGEGGE(NOSING) OFTREADS SHALL PROJECT NOT MORETHAN 125 INCHES -------------_— LOWA AND ALLPR JECTONSO THEE LNG EDGEAALLBE OF BMOND THE,INCLDING THE LEADING UNIFOR TH TREAD BELOWOF THE THER ADING TOP EDGES A FLIGHT. ENE P.5 5. HANRROOR PPING ES$HALL BE CONTINUOUS, WTHOUT INTERRUPTION BY NEWEL POSTSOR OTHEROBSTRUCTIONS. P 6 — 6. HANORAILE%TENSIONS'. HANDMIESSHALLRETURNTOTHEWALL, GUAROORTHEWALKING SURFACE OR SHALL BE CONTINUOUS TFTHE HANDRAIL DEAN ADJACENT STAIR FLIGHT AT ME RSULS MIES NOT THE o m c 3 L , N DN _ ='\\ �1 D AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THE OLLH GTH BEYOND HERO TO R. WHERE THEBETWEENARECONTINUOUS FROM TREADWI 0I-ANDYONDTHEBERRARE RISER. WHERE CO TINUOUSANDNEDNOEXTEND OUT INTO THE TOIANDING,THElNNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTENOOUi DING, N O O— — // 7. EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTOANDOPENINGSTHROUGH AN EXIT `7 0 o -- ___ FEC --- \ \ / ENCLOS M ARE PROHIBITED EXCEPT FOR REQUIRED MT DOORS, SPRINKLER PIPING, STANDPIPES, ELECTRICAL MCEWAY(S) FOR FIRE DEPARTMENTCOMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(S)SERVING THE EXIT ENCLOSURE. THERE SHALL BE NO PENETRATIONS ORCOMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. �/ w , I , ---------� - -----' 8, STRIPINGVISUALLY IMPAIRED: INTERIOR E%ITSTAIRWAVCLHRVHAVETHEUPPER APPROACH PND LOWERTEAD MPRKED BV A STRIPE PROVIDING CLMEACH AND ON ALL EXTERORE%Ii STAIRWAYSSHALL AND ON II II II II S7 55 59 58 59 - EAMINIVUMOF INC HTNEUPPERESWGETOAFPROACH INCHES WIDE PLACED AP PARALLEL TO. AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP E THIN 1INCH FROM, THE N UOF F 4 THE STEP WIDE PLACE STRIPE SHALL BED NOT MORE ORUPPERAPPROACH. THESTRIPESHALLEXTENDTHE FULLWTDUE OFTHESTEP LEEN THEERAPRROACHA OF THE LBE STUB. AMATERALTEAT RIPESAT HALBEACOSLIPRESISTANTA$ THE OTHERTREA0.50F THE STNR.APNMEO STRIPE SHALL BE ACEPiABLE, 9. ALL DIMENSIONS ARE TO THE FACE OF STUD, ON OR CONCRETE AS OCCURS, UN.O. LEGEND T-3• LANDING I 15-T'R N (1 ) ]'S" LANDING 1'-2"11" QQ4 � STANDPIPE ,I 5 5.1 O 2Xd W000 STUD FRAMING ® ZX6 WOOD SUED FRAMING ® CMJWALL-SEESTRUCTURAL NOTUSED SCALE: 1l4'= -- 5 STAIR PLAN LEVEL 4, 5, 6 SCALE:t =1'-0 2 0 CONCRETEWALL-SEEETRUCTURAL EXTENT OF EXTERIOR CEMENT PIASTER FINISH DI—NAL HATCH INDICATES EXTENT 01 OR P R SOFFIT OR HEIGIRASDROPPEDGNDCATEDIINPG ,EW,MEORDC MEIMPEEILING ASSEMBLY. V TEROVEREXTRU ED METAL V.TH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED AO RARENT. x48• 30'CLELEARR FLFLOOR AREA P.4—_—_—_—_—_—_—_— — —I _—_—_—_—_—_------- F P.4 — ® CID - III �-d- — — — — - 5pDIAMETER NRN AROUND SPACE + RGOFHATQING - - - GUARDRAIL AND 10 - - - -_YT�-, P'S -----------L--r-'-- - ----------- - ENLARGED PLAN REFERENCES SELF -CLOSING E1. GATE I - — i'J — — I;— — — P.6 ' 513 Pf}]1 1. FOR WALL FIRE RATINGS AND ETARREFERENCES FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESSANALY515, SEE SHEETS A011 THRU A425. 1 M MIN „ I I , 2 SIGNS AND DOOR PANIC HRDIY FE L0�CA 105'SEE INCLUDING A 31 THRU 5 I , i _ FEC - �� -UT - - - - - U �I U 3,t L --------- J I,, _ 1 , I I L LT 1 T-3' LANDING S7 55 59 58 II59 15-T'R N (1 )11" 1'2" ]'S" LANDING 5 ,5.1 5 5.1 STAIR PLAN ROOF LEVEL SCALE1l4'= -- 4 STAIR PLAN LEVEL 3 SCALE:VI=1 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 li 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 OAl 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0 r- 04 U Z Q h Q w w H uj Go Ln I _J No. Date Description H m U) Y U w U .m c..m.. m. U) rc.�'G'aSEDe:ARCH LL g�R µOAT s N v� N RExEw�DAIE * O s AUpISi JI, R023 I qTP OF CAOF O License Stamp CD STAIR A4 ENLARGED PLANS A5-76 _ �LHF)<$L19FaQQ$ T.O. EL _ — _ eTH F�QgF144H _ �CTH FL_SLIBFLQQR T.O. PL 4TH FL SUBFLOOR SLAB- PODIUM LEVEL 144.50'FF _ _ 2ND FL T.0_SM 134.42'FF 1ST FL T_O. BLAB ON GRADE 122.fifi'FF STAIR KEYNOTES 51 STEELCHANNELSTRINGER 1 PIECE SLIP RESISTAXOPRECAST CONCTREADAND RISER S3 $TAIRLANUING'. STAIR CONSTRUCTION 2XWOGDSTRINGER-REFERTOSTRUCTURALFLANS 55 PLYWOODTREADANDRISER WOOD FRAMED LANDING -REFER TO STRUCTURAL PLANS Si SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL -SE MIN TO 38' MAXABOVE TREAD NOSING PER CBC 1012.2. MAX.4S' PROJECTION INTO REQURED WIDTH PER CBC 1012.8. GUARD-4 D MIN HIGH RAILIN—OPENINGS SPACED SOA4' SPHERE CANNOT PASS THROUGH S10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE OWGS FOR MORE INFO) 511 TACTLE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGB FOR MORE INFO) 612 TACTILE EXIT SIGN (SEE SIGNAGE DWG$ FOR MORE INFO) S13 STANGRIPE - CLASS I S14 ALIUMNATINGTREADETAIR: PREFABRIGATEDSTEEL 115 METALGATEBARRIER PERCBC10238 816 GUARDWA-L 42-MINHIGH FSEDURITYSCREENSYETEM 1-STEELBARTOPANDBOTTOMRALSWITH114'PICKETSAT4" OC: MWNTTO BOOR SLAB GR STAIR ETWNGERS PROVIDE IN' 50., 9 GAUGE WIRE MESH AS NOTED ON PLAN St6 MRRIERGUARDRAIL -27'H S19 CAST -IN PLACECONCRETESTAIR DASHEDARCINDICATNG44'CLEARPATHABOUTSTAIRIHANDMIL,PERCBC10112 DASHED ARC INDICATING U' CLEAR PATH ABOUT STAIR I HANGRAIL, PER CBC 1D112 S21 KNOXBOX-SEEBUILOINGPLANS NYSTROMROATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY SAIDE(POWDERCOAT SOFH AFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZE F� PERCBC SEC.1011.6 THE DOOR ATANY POSIUON SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ON —FITS REWIRED WIDTH. CLEAREPACE ISSHOWN ON PLAN WITH DASHED ARC. STAIR NOTES I 1. FORTYPICAL—RDETAILS, REFERTO AD71 2. TREADS', ALL TREAD SURFACES SHALL BE SUP RESISTANT, TREADS SHALL HAVE EMOO ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREAEANCRISERSEHALLBEOF UNIFORM SIZE AND $HAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGESTAND SMALHTTNEAD DEPTH SHAL NOTEXCEED 037E INCH IN ANY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT OREATERTHAN 05INCH. BEVELING OF NOSING SHALL NOTEXCEED 0,5INCH. RISERS SHALL BE SOLIDANDVERTCALOR SLOPED FROM THE UNDERSIDE OFTHE LEADING EDGE OFTHE TREADABOVE ATAN ANGLE NOT MORE THAN 3D DEGREES FROM THEVERTICAL. THE LEADING EDGE(NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYONDTHE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TM OF A FLIGHT. 5. HANDRAIL CORNNUITY:HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS,WITHOUT 6, HANDRAILEXTENSIONS: HANGRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL DEAN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL E%TEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM IANDINGT0 LANDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 7. EXIT ENCLOSURE PENETUTIONS'. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REOURED EXIT DOORS, SPRINIO.ER PIPING, STANDPIPES, ELECTRICAL RACEWAYS) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(S)SERNNG THE EXIT ENCLOSURE, THERE SHALL BE NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. E STRIPING FOR THE VISUALLY IMPAIRED: INTERIM EXIT STAIRWAYS SHALL HAVE THE UPPER TREADS. THE STRIFE SHALL BE A MINIMUM OF 21NCHES WIDE TO A MAXIMUM OF 41NCHES WIDE PLACED PAPALLBLTO, AND NOT MORE THAN 1 INCH FROM. THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UP F ER APPROACH AN D SHALL BE OF MATERIAL THAT IS AT (EAST AS SLIP -RESISTANT AS THE OTHERTEMES OF THE STAIR. APLANTED STRIPE SHALL BEACCEPTABLE, 9, ALL DIMENSIONSARE TOTHE FACE E STUD, CMU OR CONCRETE AS OCCURS. UN.0. LEGEND CPA Q STANDPIPE O ZX4 WOOD STUD FRAMING ® ZX6 WOOD STUD FRAMING ® CMU WALL -SEE STRUCTURAL 0 CONCRETE WALL -SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PIASTER FINISH PLASTER SURET OR EXTER HEIGIRAS1. MET GNDCATEDIINPGLAN.EW,MERORGC FIDOMEIMPV TEIR ASSEM-IDEED META LATH OCCURS AT LOBBIES WITH _MUGS WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. ---_ 30' AUE CLEAR FLOOR AREA 54' DMMETER TURN AROUND SPACE ENLARGED PLAN REFERENCES 1. FOR WALL FIRE —FLINGS AND DETAIL REFERENCES, FIREEXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETSAD11 THRU.. 2. ED EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARELOCATIONS,SEESHEETSAU-31THRUA0J5. Architecture + Planning 17911 Von Kerman 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 an OAx 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O 04 0) Q U Q Z Q Q h Z U) w w H H ui LC7 Ll] M� I _J No. Date Description 1-- U) Y U w U Z Q wm ce mmkmw mmvwoun nm U) LL aSED ARCI,r LL L gUR WpcF� CV v 3 CV * * C) ' EH— DATE (V AUGUST ]I. 2023 qlf DF CAL1F��?P � License Stamp o STAIR A4 SECTION STAIR SECTION I$GALE il4"=1'-0 A5-77 STAIR KEYNOTES 4 7 8 A 7 STEEL CHANNEL N` I 1-PIECE SLIP RESISTASISTANTT PR PRECASTCONC TREAD AND RISER 9 A5-70'9 STAIRANGING: STAIRCONSTRUCTION 3XWOODSTRINGER- REFERTOSTRUCTURALPLANS 4'-101Id''0.4" 6'-101/4" ''04" PLYWOOD TREAD AND RISER 2'5112" T-11/2- • 1-51/2" T-11/2" 1 WOOD FRAMED LANDING- REFERTO STRUCTURAL PLANS SLIP-RESISTANTWARNING STRIPEAT TOPAPPROACH AND BOTTOM TREAD HAHRCTIONINTIO REDUREP WIDTH IN TO UE PER CBCD12S. TREAD NPER CBS 1012.2. MA%. d.5" OE GUARD-42" MIN HIGH RAILING11 OPENINGS SPACED SO- SPHERECANNOT PARS THROUGH B o I S13 �/ B B S13 s10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) i C � B.1 - 6.1 311 TACTLE ROM DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO) iACTLE IXli SIGN (SEE SIGNAGE DWGS FOR MORE INFO) h j s19 STANDPIPE-CLASSI ALTERNATINGTREPDSTAIR: PREFABRICATEDSTEEL U METAL GATE BARRIER -PER CEO M.6 s1s Guaaow 1. ?MIN HIGH SECURITYSREENSYSTEM l" MELBARTRANDBOTTOMMILSWNHI/4"PICETSA T it ili ., gT 511 I� O.C. MOUNTTOFLOORSLABRSTAIRSTRINGERS PROADE111'50., 9GAUGEWIREMESHAS NOTEDON PLAN — — I ------- LV i I-----;---{j ---------- � LV ---- OBPRRIERGUARDNAIL -27'H T 38 CAST-IN4'ACE CONCRETE STAIR DASHED ARC INDICATING M" CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBC 1011S --------- _ _ C DASHED ARC INDICATING 48"GEAR PATH ABOUT STAIRIHANDRNL, PER CBC 1011.2 KNO%BOX- SEE BUILDING PLANS ____ _ 35 — -�---W NY OM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY FAILS(POWERCOAT SAFETY YELLOWS -SEE STAIR ROOF LEVEL FOR OPENING SIZE 1_ .... _ PER CEO SEC, 10116 THE DOR ATPNY POSITION SHPLLNOT REDUCETHE REQUIRED STAIR -- u ---- - - 2Z LANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH, - CLEAR SPACE IS SHOWN ON PLAN WITH DASHED ARC. ---- --- zz ^D" S7 - ---- r� -- STAIR NOTES ---\- -- --- \ r—// ro --- ( \<, // \- —� f 1. FORTYPICAL STAIR DETAILS, REFERTO ABI1 2 RO NO DOR CHAMFERED EXPOSED EDGES AND NOASRUPT EDGES ATTHE NOSINNG.O ���/ ------- -T \ / < / co r - \< / / 0 RISER DIMENSIONAL TAIR ND RISERS EADS SMALLES 3. TNIF0 l L-------- j ^, ' -----� III SIZE TOLERANCE B TWIN THE RI UNIFORM SIZEAND SHAPE. THE TOLERANCE BETWEEN THE LARGESTAND SMALLEST RISER LARGEST AND HEIGHT OR BETWEEN THE ARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375INCH IN ANY FUGHTOF STAIRS. LEADING SEA-LNE NOT TREAD SHALL BE NOT 4, TREADPRTHAN:SINCH. RADIUS BEVELING BEVELINGFNOSING SHALLE FT HE L0.5 EADING RISERSS HALL BE SOLD OLR AND VERTICAL BE SOLDAND VERTICAL OR SLOPED FROM THE UNDERSIDEOF THE LEADING EDGE OF THE TREADABOVE AT AN ANGLE NOT MORE THAN 3D DEGREES FROM THE VERTICAL. THE LEADING EDGE(NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYOND THE TREAD BELOW AND ALL PROJECTIDNS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE ROM ATTHE TOP OFA FLIGHT 5. HANRAIL CONTINUITY: HANRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, WRHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 11'-3" 11'-3" 0. HANRAIL EXTENSIONS:H-11-S SHALL RETURN TO THE WALL, GUARD OR THE WALKING SULRFACERSHALLBECONTINUOUSTOTHEHANDR IILOFANADJACENTSTAIRFLIGHT.AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EMEND AT LEAST 121NCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM LANDINGTO AIDING, THE INNER BAIL SHALL BE CONTINUOUS AND NEED NOT EMEND OUT INTO THE LANDING. IXR ENCLOSURE PENETRATIONS', PENETRATIONS INTO AND RENINGE THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, THERENNICATBNgYg1EMB AND ELEPES EERACEWLRA)SERVING TE FIRE ENCLOSURE NO ANDELECTRICPLRAEWAY(S)SERMINGTHEIXITENCLORPRTECTED OR NOT PENEITINTIRg EN COMMUNICATION OPENINGS, WHETHER PROTECTED ORNOi, BETWEEN ADJACENT EXIT ENCLOSURES. SCALE: tId"=1'-0' STAIR PLAN LEVEL 5 4 SCALE: 1l4"=1'-0" STAIR PLAN LEVEL 2 2 4 b: 7 1 AS79 U H A 4 7 1 gi79 H 0. STRIPINGFORTHEMISUALLYIMPAIRED: INTERIM EXIT STAIRWAYS SHALL HAVETHE UPPER APPROACHMDLOWERTREADMARKEDBYASTRIPEPROVIDINGCLEARVISUALCON R ST. EXTERIOR EXITSTARRWAYSSHALLHAVESTRIPESONTHE UPPERAPPROACHANDONALL TREADA THE STRIPE SHALL BEA MINIMUM OF 2INCHES WIDE TOAMA%IMUM OF d INCHES WIDE PACED PARALLELTO. AND NOT MORETHAN 1 INCH FROM, THE NOSE OF THE STEP ORUPPERAPPROACH.THESiRIPESHALLEXTENDTHEFULLWIDTHOFTHESMPOR UPPERAPPROACHMDSHALLBEOFMATERIALTHATISATLEASTASSUPRESISTANTAS THE OTHER TREADS OF THE STARK. A PAINTED STRIPE SHALL BE ACCEPTABLE. 4'-101/4' 4' 1-10114" l4' 9. ALL DIMENSIONS ARETOTHE FACE OFSND, CMURCONCRETE AS SCOURS, U,N.O. / A \ _ il_ 2'-5112' T-1112' _ _ — _ srAIR DTH / A \ / A ST IR DT LEGEND B B/) B r'j,/\f STANDPIPE g13 13.11 n 13.1 li S13 — 2X4 WOOS STUD FRAMING - WOOD STUD FRAMING CMU NNPL 5 // / I CONCRETE WALL -SEE STRUCTURAL METE WALL- SEE I __ L__ SBEXTENT OF EXTERIOR CEMENT PIASTER FINISH UW SB BELOW DCEMENT NPAN — -- -- -- -- - -- L - j — LV — -- --- ____ / HEIGHTEASGNDICq EOIC EXTERIOR PELASTER OVER EXTRUDED METAL ATE OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS.SEE ENLARGES PLANS FOR EXTENT. �77 SB g5 3D' X45' CLEAN FLOOR AREA SA'DIAMETER TURN AROUND SPACE �• i ]f F--- ji G5 ENLARGED PLAN REFERENCES ' 22 16 ---- -- 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER - A671 -- .—. LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS-1 TER.) AP45. 2. ED EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIRS, SEE SHEETS AESI THRU ADJ5. IS � \ -- -- <r r �•I _— _— _— _— T------- - r� F IT-i ------- TI I''� , L I I I 5 " m I I STAIR PLAN LEVEL 3,4 gCA E:,Id°-,•-D" 3 STAIR PLAN LEVEL 1 SCALB: 1/-1' 1 Architecture + Planning 17911 Von Kerman 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 En 0AK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 0. CLLI G li 5O L 0 �2} V O a U d Z Q Q H Z Q Lu W W H LLI L2 Lfi od Lo No. Date Description H CID to Y U LU U gUR W�cFr (V v 3 (V CD RENEWAL DATE * C\t S AU WST 31, 2U23 lgTf OF CA��Fpe�� O License Stamp o STAIR B1 ENLARGED PLANS A5-78 M STAIR KEYNOTES 51 STEELCHPNNELSTRINGER 1 PIECE SLIP RESISTANT P—ST CONC TREAD AND RISER STAIRLANDING'. STAIR CONSTRUCTION 2XWOODSTRINGER-REFERTOSTRUCTURALFLAN8 PLYWOODTREADANDRISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL-34'MINT0M-MAXABOVEMWNOSINGPERCBC1012.2. MAX.- PROJECTION INTO REOUREDWIDTH PER CBC1012.6, GUARD-4P MIN HIGH RAILING wI OPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH 510 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE UWGS FOR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO) SI2 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE-CLASSI S14 ALTERNATINGTREAD—IIR: FREFABRICATEDSTEEL S15 METAL GATE BARRIER -PER CBC 10238 S15 GUARDWALL-42'MIN HIGH SECURITYSCREENSYSTEM 1'SIEELBARTOPANDBOMMRAILSWITi114'PICKETSAT4- O.C. MOUNTTO FLOORSLAB OR STAIRSTRINGERS PROVIDE 114-W., BG5UGE WIRE MEMAS NOTED ON PUN S18 BARIERGUARDRAIL 27-H S19 CAST -IN PUCECONCRETESTAIR SA DASHEDARC INDICATIN— CLEAR PATHABOUT STAIRI HANDRAIL, PER CEO 10112 DASHEDARC INDICATING48' CLEAR PATH ABOUT STAIRI HANDRAIL, PER CEO 10112 S21 KNOX BOX -SEE BUILDING PUNS SIl NYSTROM ROE HATCH WITH INTEGRALOSHA COMPLNNTALUMINUM SAFETY MIILS(POWDERCOAT SAFETY YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE 523 PER CEO SEC,1011.6 THE DOOR AT MY POSITION SHALL NOT REDUCE THE REGO—STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REOUIMD WIDTH, -CLEAR SPACE IS SHOWN ON PUN WITH DASHED ARC. STAIR NOTES 1. FOR TYPICAL STAIR DETAILS, REFER TO M71 2. TREADS', ALL TREAD SURFACES SHALL BE SUP RESISTANT, TREADS SHALL HAVESM00 ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREADSANDRISERESHALLBEE UNIFORM SIZE AND SHAPE, THE TOLERANCE BETWEEN THE IARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE URGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375INCH IN MY FLIGHT OF STAIRS. T.— 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5INCH. BEVELING OF NOSING SHALL NOT EXCEED B5 INCH. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TRSAD MOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE LEADING EDGE(NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYONDTHE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF FLIGHT. 5. HANCRAILCONTINUITY'. HANCRAILGRIPPING SURFACES SHALL BE CONTINUOUS,WITHOUT _ STH FL_SUBFLOOR _ ___ T.O.PL _ 4TH FL SUBFLOOR T.O. PL 3RD FL SUBFLOOR 2ND FL SUBFLOOR T.O.PL. _ 1ST FL T.O. SLAB ON GRADE 6. HANDRAILEXTENSIONS'. HANDRAILSSHALLRETURNTOTHEWALL, GUARDORTHEWALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FUGHTS, THE HANDRAILS SHALL EXTEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM UNDINGT0 UNDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING, 7. EXIT ENCLOSUREPCNETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE PRE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES. ELECTRICAL RACEWAY(S) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAYUU SERVING THE EXIT ENCLOSURE. THERE SHALL BE NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT' EXIT ENCLOSURES. 8. STRIPING FOR THE VISUALLY IMPAIRED'. INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPER TREADS, THE STRIPE SHALL BE A MINIMUM OF 21NCHE5 WIDE TO A MAXIMUM OF 41NCHES WIDEPLIEDPARALLELTO,MDNOTMOREMNIINCHFROM,i ENOSEOFTHESTEP ORUPPCRAPPROACH. THE STRIPE SHALL EXTEND THE FULLWIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLI PRESISTANT AS THE OTHERTREADS OF THE GTMR. APNNTEO STRIPE SHALL BEACCEPTABLE, 9. ALLDIMENSIONSARETOTHEFACEESTUD,CMUORCONCREEASOCCURS,U.N.0. LEGEND K" i� STANDPIPE O 2X4 WOOD SILO FRAMING ® 2X6 WOOD STUD FRAMING ® CMU WALL -SEE STRUCTURAL 0 CONCRETE WALL -SEE STRUCTURAL EXTEND OF EXTERIOR CEMENT PIASTER FINISH DACONAL HATCH INDICATES EXTENT OF HEIGHT AS INDICATEDINPUN. EXTERISELLOW OR EXTERIOR PCRICEIJS ER OVER EXI ASSEMBLYTR� ED METAL UTH OCCURSAT LOBBIES WTO( EXTERIOR WALL EENINGS SEE ENLARGED PLANS FOR EXTENT. VNP CLEAR FLOOR AREA 5.1 DIAMETER TO RN AROUND SPACE ENLARGED PLAN REFERENCES 1. FOR WALL FIRE RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS ADII THRU A425. 2. FOREXITING ANALYSIS INCLUDING OCCUPANT LOADS. EXIT SIGNS AND DOOR PANIC HARDWARE LOCAT)NS, SEE SHEETS A 31 THRU AP45. 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 11 D U A L 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O CNJ 0) U Q Z Q Q H Z h L W F- h _ H 11, lL7 lC) 06 Lo I _J No. Date Description cH L M U) Y U W U z `�aSED ARL,, LL g�R w°c`rs N y3 N * Na CM795 * O RENEWAL DATE (V r arsT 11. 9Tf OF CA01�P?P License Stamp CD STAIR 131 SECTION STAIR SECTION I SCALE: 1-=1'-0' A5-79 20 21 22 1T-0' 'Mill ...:::::::::::..:���•I - ® �I;�II��II oilll��ll III III ���'IIII'MOri/. - 1` 5T4-2518 TH RUN T-o SIB' LANDING (5)11"T LANDING 1r-o- I STAIR PLAN LEVEL 4 1 SCALE:1/4•=1'-0'1 4 1 STAIR PLAN LEVEL 21 SCAE:,I4'=,•a"I 2 1 20 21 22 Ira• 11'-11"1B• 41 W1 �4'-2 3'A'RUN Y-834' S'a1/4' G— I ---- - B.1 - it I■, ® ,I,®®II STAIR KEYNOTES 51 STEELCHPNNELETRINGER 1 PIECE SLIP RESISTPNTPRE-CAST CONCTREADAND RISER STAIRI-ANDING', —CONSTRUCTION 2X WOW STRINGER -REFER TOSTRI—RAL FLANS 55 PLYWOODTREADANDRISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD HANDRAIL-34'MINT030'MAJ(A1 ETREADNEINGPERCBC1012.2.MAX.- PROJECTION INTO REQUIRED WIDTH PER CBC1012.6. GUI D-4T MIN HIGH RAILING wI OPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH S10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE-CLASSI S1d ALTERNATING TREAD STAIR: PREFABRICATED STEEL 815 METALGATESARRIER PERCBC10238 S16 GUARDWPLL-42'MINHIGH S11 SEWRITYSCREENSYSTEM 1'SEELBARTOPANDBOMMRAILSWITH114'PICKETSAT4' O.C: MWNTTO FLOOR SLAB OR STAIR STRINGERS PROVIUE1AVIIQ_9GAUGEWIREMESHAS NOTED M R- 818 BARRIER GUARDRAIL -2TH S19 CAST -IN PLACE CONCRETE STAIR SID DASHED ARE INDICATING d4' CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBC 10112 DASHED ARC INDICATING 48• CLEAR PATH ABOUT STAIR I HANDRAIL, PER CBC 1D112 S21 KNOXBOX-SEEBUILOINGPIANS SII NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAM(PDWDERCOAT SAFETY YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE S23 PER CBC SEC. 10110 THE DOOR AT MY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ON—F ITS REWIRED WIDTH, CLEAREPACEISSHOWNON PLAN WITH DASHED ARC. STAIR NOTES I 1. FOIRTVPICALSTAIRDETAILS,REFERTO AA]I 2. TRRAC.SALLTREADSURFACE5 SHALL BE SLIP RESISTANT, TREADS SHALL HAVE EMW ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING, 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREADSANDRISERSSHALLBEOF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALEST TREAD DEPTH SHALL NOT EXCEED 0.375INCH IN MY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT OREATERTHAN 05INCH. BEVELING OF NOSING SHALL NOTEXCEED D51NCH, RISERS SHALL BE SOLI DANDVERTCALORSLOPED FROM THE UNDERSIDE OFTHE LEADING EDGE OFTHE TREADABOVE ATAN MGM NOT MORE THAN 30 DEGREES FROM THEVERTICAL THE LEADINGEGGE(NOSING)OFTREADS aPRO.IECTNOTMORETHAN1251NCHE5 BEYONDTHE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDINGTHE LEADING EDGE OFTHE ROORATTHE TOP OFA FLIGHT. 5. HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS,WITHOUT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL E%TEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 12INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM LANDINGT0 LANDING,THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING, ]. EXIT ENCLOSURE PENETRATIONS'. PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, STANDPIPES. ELECTRICAL RACEWAYS) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY(S)SERNNG THE EXIT ENCLOSURE. THERE SHALL E NO PENETPATIONE OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 8. STRIPING FORTHEVISUALLYIMPAJRED: INTERICREXITSTAIRWAYS SHALL HAVE THE UPPER APPROACH AN D LOWER TREAD MARKED BY A STRIPE PRONDIN G CLEAR VISUAL CONTRAST ERIOR . EXTEXHAVE IT STAIRWAYS SHALL STRIPES ON THE UPPER APPROACH AN D ON ALL TIREAPS, THE STRIPE SHALL BE A MINIMUM OF 21NCHES WIDE TO A MAXIMUM OF 41NCHES WIDE PPACED PARALLELTO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP ORUPPERAPPROACH. THE STRIPE SHALL EXTEND THE FULLWTDTH OF THE STEP OR UPPERAPPROACHANDSHALLBEOFMAERIPLT ISATLEASTASSLIP-RESISTANTAS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 9. ALL DIMENSIONS ARE TO THE FACE E STUD, CM OR CONCRETE AS OCCURS, UN.O. LEGEND K" Q STANDPIPE O 2XA WOOD STUD FRAMING ® ZXB WOOD STUD FRAMING ® EMU WALL -SEE STRUCTURAL 0 CONCRETEWALL-SEESTRUCTUR4L EXTENT OF EXTERIOR CEMENT PIASTER FINISH DAGOAL H—H INDICATES EXTENT OF QR P TER SOFFIT OR HEIGffN INDCATEDIINPGLAN.EBELOW,MEROROMROPICE EROVEREXTRU ED METPL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS, SEE - ENLARGED PLANS FOR EXTENT. SO'v- CLEAR FLOOR AREA 5'a• DNMETER TURNAROUND SPACE ENLARGED PLAN REFERENCES I. FOR WALL FIRELRATINGS AND DETAIL REFERENCES ,FIRE -INGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS_I THRU A52,. 2. FOREXITING ANALYSIS INCLUDING OCCUPAM LOADS, EXIT SIGNS AND DOOR PANIC HAROWARELOCATONS,SEESHEETSAD-31 THRUAD,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 F.F] C7AK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 01. CLLI G 'F--- li 50 L Z 2 17 U Q Z a a F Z Q F- w w h uni 19 Lf) Go Ln I —J No. Date Description CH G m t// Y U w w::"�ce�aSEDARLL �,%T LL L eGR WpcF� N v� N * .IIa- DATE * O s am n. 9Tf GF CAl1F��?P License Stamp o STAIR B2 ENLARGED PLANS STAIR PLAN LEVEL 3 I SCALE: STAIR PLAN LEVEL 1 1 SCALEII4•=1- � � 1 STAIR KEYNOTES 51 STEELCHANNELSTRINGER 1-PIECE SLIP RESISTANT PRECAST CCNC TREAD AND RISER STAIR INDING: STAIR CONSTRUCTION 2K WOOD STRINGER- REFER TO STRUCTURAL PLANS PLYWOOD TREAD AND RISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS SLIPRESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD M HANDRAIL-34'MINTOM-MAJ(ABOVETREADN0INGPERCBC1012.2.MAX.- PROJECTIONINTOREQUREGWIDTHPERCBC1012.6. N GUMO-4S MIN HIGH WILING wI OPENINGS SPACED SO A-PHERE CANNOT PASS THROUGH S10 STAIRWAY FLCCR NUMBER SIGN (SEE SIGNAGE DWGS FDR MORE INFO) 511 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE OWES FOR MORE INFO) 512 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE - CLASSI S1d ALTERNATING TREAD STAIR: PREFABRICATED STEEL 515 METAL GATE BARRIER -PER CSC 1023.8 51fi GUMDWALL-Q'MIN HIGH Sil SECURITYSOMEN SYSTEM I- STEEL BARTOPAND BOTTOM RAILS WITH IN' PICKETSAT d' O.C: MOUNT TO FLOOR SLAB OR STAIR STRINGERS PROVIDE 114- W., 9 GAUGE WIRE MESH AS NOTED ON PUN S10 SARRIERGUMDRAIL 27'H S19 CAR 4— CONCRETE STAIR DMHEDARC INDICATING44" CLEAR PATHMOUT STAIRI HMDMIL, PER CK 10112 52Ce DASHED ARC INDICATING 4' CLEAR PATH ABOUT STAIR I HANDRAIL, PERCBC10111 521 KNOX BOX -SEE BUILDING PUNS NYSTROM ROOF HATCH WITH INTEGRALOSHA COMPLNNTALUMINUM SAFETY RAILS (POWDERCOAT SAFETY-1.01N) SEESTAIRROOFLEVELFOROPENINGSUE 52] PER CBC SEC. 1011 STHE DOORAT ANY POSITION SHALL NOTREDUCETHE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REQUIRED WIDTH. -CLEAR SPACE ISSHOWN ON PUN WITH DASHED ARE. STAIR NOTES 1 FOR TYPICAL STAIR DETAILS, REFER TO A0.I1 ADM 2, TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREAGS SHALL HAVE SM00 ROUN DED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOS I NO TREAG AND RISER GIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.51NC11. BEVELING OF NOSING SHALL NOT EXCEED Q5 INCH. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 39 DEGREES FROM TH E VERTICAL. THE LEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25INCHES BEYONGTHE TREAD BELOW AND ALL PROJECTIONS OFTHE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE MR OF FLIGHT. HANDRAILCONTINUITY'. HANDRAILGRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OMTRUCDONS. fi. HANOMILEXTENSIONS'. HANDRAILS SHALL RETURN TO THE WALL, GUARDORTHEWALKING SURFACE OR SHALLBE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT AT STAIRWAYS WHERE HANDRAILS ME NOT CONTINUOUS BETWEEN RIGHTS. THE HANDRAILS SHALL EXTENDAT LEAST 12 INCHES BEYOND THETOP RISERAND 12 INCHES, PLUSTHE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS PRE CONTINUOUS FROM LMUING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND CUT INTO THE LANDING. 7. EXIT ENCLOSURE PENETMTIONS: PENETRATIONSINTOANDOPENINGSTHROUGHANEXIT ENCLOSURE ME PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINNLER PIPING, STANDPIPES, ELECTRICAL —WAY(S) FOR FIRE DEPARTMENTCOMMUNICATION SYSTEMS T.O. PL AND ELECTRICAL RACEWAY(S) SERVING THE EXIT ENCLOSURE, THERE SHALL BE NO PENETRATIONS ORCOMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 0. STRIPING FOR THEVISUALLY IMPAIRED: INTERIOR EXITSMRWAYS SHALL HAVE THE UPPER APMOACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR ABU& CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALL TREADS. THE STRIPE SHALL BE A MINIMUM OF 21NC1ES WIDETO AMAXIMUM OF4INCHES WIDEPUCED PA UELTO,MDNOTMORETTNNIINCHFROM,THENOSEOFTHESTEP OR UPPER APPROACH. THE STRIPE SHALLEXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLI PREGI STANT AS THE OTHER TREADS OF THE STAIR, A PAINTED STRIPE SHALL BE ACCEPTABLE. PARKING PARKING (� 9. ALL DIMENSIONS PRE TO THE FACE OF STUD, CMUORCONCRETEASOCCURS,U.N.O. GARAGE GARAGE LEGEND °T"" s Yt�,� Q STANDPIPE M" ` 2X4 WOOD STUD FRAMING ® 2xs wood sTDO FRAMING PARKING PARKING CMUWALL. SEE STRUCTURAL 0 CONCRETEWAIL SEESTRUCTURAL GARAGE GARAGE 3RD FL EXTENT OF EXTERIOR CEMENT PLASTER FINISH -- _S O.LAN T.DIN HEIGHTEASNOICPTEDINNPLAN EXTEROR CEMENT PETER OVERREXTRUDEID METAL LATH OCCURS AT LOBBIES WITH EN(TERIOR WALL OPENINGS. SEE —_ ENLARGED PUNS FOR EXTENT. �' 30'x48'CLEAR FLOOR AREA 51DIAMETER TURN AROUND SPACE PARKING '�� PARKING GARAGE ��••• GARAGE _ _ _ _ 2111L T.O.LANDING ENLARGED PLAN REFERENCES 1, FOR SDAENTAALIYL ANALYSIS, SEEREE SCHEEETSAU E11XTTIHNRGUUIMSH2E5R LOCATIONS ANDFINE ACCESS . S S_ S S 1 2, FOR EXTING MALYSIS INCLUDING OCCUPANT LOADS. EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS A031 THRU WAS. AD-71 — � 53 S S � y PARKING 59 se GARAGE «m w ®® : GARAGE nn w w rn .. i I U g 52 N m «d S19 �y .. -71 _ —_ - " ---� -- hm _—_— dN _ t' '� ' iST FLUN GRACE ON GRADE Na i 3 M-71 STAIR SECTION IBCALE:V4•= - 3 STAIR SECTION BDALE:11^•=1•-D• 2 STAIR SECTION 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 ED OAx 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 w 5W L F— w 00 L a 2 It v I � No. Date Description H m U) U LLI U FZ _ I— wn, in Li- 8pR H-o�F'� N v3 CV RMEwA9DAiE * O f WSi JI, 202J 9Tf OF ckol e? O License Stamp 00 STAIR B2 SECTION A5-81 Too,T< T@ STAIR KEYNOTES 51 STEELCHANNELSTRINGER [K] 1 PIECE SLIP RESISTPMPRE-CAST CONCTREADAND RISER FK] STAIRIANOING', STAIRCOMSTRUCTION 2%WOODSTRINGER-REFERTOSTRUCTMALFLAN8 55 PLYWOODTREADANDRISER WOOD FRAMED LANDING- REFER TO STRUCTURAL PLANS 1B•-105116" 19'-106118" FV] SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AMID BOTTOM TREAD r-0' 1—S. 7-1'-01W 4-RUN 8'-19/18" SB HANDRAIL-34'MINT036'MAJ(A EMR NOINGPERCBC1012.2.MAX.- PROJECTION INTO REQUREGWIDTH PERCBC 1012.6. (51I I-T LANDING GUARD-4T MIN HIGH RAILING wI OPENINGS SPACED SO A4" SPHERE CANNOT PASS THRWGH -------- = F S10 STNRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) I 513 I ' � ]E1 III S13 I I i 611 52 TACTLE FLOOR DEBIGNATION SIGN (SEE SIGNAGE CWGS FOR MORE INFO) TACTILE E%RSIGN (SEE SIGNAGE DWG3 FOR MORE INFO) F 71 J - - - S13 STANDPIPE-CIAS51 ------ RD ----- < S1d ALTERNATINGTREADETAIR: FREFABRICATEDSTEEL 515 METAL GMTE BPARIERPER CBC 10238 _ _ _ _ 518 GUARDWALL-42"MIN HIGH I I li _________ I AP)1 __�_ m li--____-- _ �")1 --r- S11 O4.-MWNTTO FLOOR SLAB OR STAIR STRINGERS PROVI0E1�IdLSD.I 9GAUGEWIREMESHAS ` __— __— _� I Ll -_— - - � II s1e NOTED ONPUW BARRIER cuARORaL -zrx 3 f z F \\\ CAST -IN PLACE CONCRETE STAIR N c /// IN N o 520 DASHEDARCINDICATNGdd'CLEARPATHAOUTSTAIRIHNDMIL,PERCBC 10112 m 1 1 R 7 e0 v -- --_-- -- _ _ 'f-- A583 _ DASHED ARC INDICATING40'CLEPA PATH ABOUT STAIRIHANDRAIL, PERCBC 10112 AS.g3 \ / / \ 1 li N KNOX BOX-6EE BUILDING PIAN6 Al K� M V _______ W III it o ^ 522 523 NYSTROMROOFHATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS(MADERCOAT SAFETY YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE PER CEOSEC. 10116 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONEL-ALF ITS REWIRED WIDTH. CIEMRSPACEISSHOWNON — — -- - PLAN WITH OASHEDARC. _ W ElON 13 W - <g STAIR NOTES I. FORTVPICALSTAIROETAILS, REFERTO M0.T1 A611.1 2. TREADS', ALL TREAD SURFACES SHALL BE SLIP RESISTANT, TREADS SHALL NAVE SMW ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING. 3y Sd S5 59 58 a S) 54 S5 59 56 ❑ 6'-5"RUN B'-19/18' n 3. TREAD AND RISER DIMENSIONAL UNIFORMITY'. STAIRTREADSANDRISERSSHALLBEOF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER LANDING I'll 5IIS' PLAN 4'-]tld" (9)11'T LANDING HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN MY FLIGHT OF STAIRS. 18 19'-10 5/18" 19 19'-105118" pp 1p 19 . TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 051RON. BEVELING OF NOSING SHALL NOT EXCEED D51NCH, RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE THE NAGBE E AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL THE LEADING -ENE AT OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCWDINGTHE LEADING EDGE OFTHE FLOORATTHE TOP OFA FLIGHT. 5. HANDMILCONTINUITV:HANDRAIL-MPPINGSURFACESSH LLBECN N000S,WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 6. HANDRAIL EXTENSIONS: HANIXUILS SHALL RETURN TO THE WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRMILS SHALL E%TEND AT LEAST 12INCHES BEYOND THE TOP RISER AND 121NCHE5, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM IANDINGT0 LANDING,THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE IANDING, 7. EXIT ENCLOSURE PENETRATIONS'. PENETNATIONS INTO AND OPENINGS THROUGH AN ENT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EMIT DOORS, SPRINHLER PIPING, ANDSSTANDIPE3 ELECTRICMLRACEWAY(S) FOR FIRE ENCLOSURDEPARTMENE B NSYSTEMS THRE SHALL PENETRCI GOR COMMU(3)3ERNNGTINGS,W ETHER RE.TECTED ORNOT NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOi, BETWEEN ADJACENT E%li ENCLOSURES. 6. STRIPING FORTHEVISUALLYIMPAJRED: INTERIONEXITSTAIRWAYS SHALL HAVE THE UPPER APPROACH AN D LOWER TREAD MARKED BY A STRIPE PRONDIN G CLEAR VISUAL CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AN D ON ALL TREADS, THESTRIPE SHALL BEA MINIMUM OF2INCHES W DETOA MAXIMUM OF 4INCHES WIDE PPACED PARALLELTO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP SCALE: 1l4"=1'-0' STAIR PLAN LEVEL 5 4 SCALE: II6"=1'-0" STAIR PLAN LEVEL 2 2 19'-105116" E. 41116" 0-,D516" " r ORUPPERAPPROACH. THE STRIPE SHALL EXTEND THE FULLWIDTH OF THE STEP OR UPPERAPPROACHANDSHALLBEOFMATERIPLTHATISATLFA MSLIP-RESI3 NTM THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 9. ALL DIMENSIONS ARE TO THE FACE OF STUD, ON M CONCRETE AS OCCURS, UN.O. - - LANDING 4-0 STAIRWIDTH LEGEND n.,,� K" Q STANDPIPE 1-4" 1'411 d'-)' RUN 6'-19116' US 11"T LANDING �3j IL -------L I I O 2%4 WOOD STUD FRAMING J I I 513 I I I I I ®ZKfi WOOD STUD FRAMING li III m I III ®CMU WALL -SEE STRUCTUPAL CONCRETE WALL -SEE STRUCNR4L DO F z � 22 ii pi �� K '•'� II 22 -ENT OF EXTERIOR CEMENT PIASTER FINISH j// DROPNEDGYP BD. CEILING WEXTENTTES ING BELORATED OOOPICEING ASSMBLY.SOFFIT ❑ 1----_-- _ � AP)1 _ _ - =�i- c iUP A0.)1 =_ ___ - - HEIGNTAS INDICATED IN PIPN.EMERIOR CEMENTPIASTER OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS,3EE - ENLARGED PLANS FOR EXTENT. O'vA8"CLEM FLOORPREA IN 5'-0'DNMETER NRNAROUN03PACE N li lAl 6-0"RUN89 ENLARGED PLAN REFERENCES (11r— 9 1. FORWALLFIRELRATINWANOOETAILREFERENCES FIREE%TINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS API I THRU A625. --- - �-—{--}-;--$-;--F- g 58 ❑ /� 2. FOREXITINGANALYGIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC w \ _ � 4s � I I ,9� ag HARDWARELOCATONS,SEESHEETSA631THRUA0d5. I I � Si Sd 55 59 SB LE ❑ E-5"RUN 6'-1 ENE. I I I (])11'T LANDING I I I 18 19 18 19 STAIR PLAN LEVEL 3, 4 SCALE:1/4"=1'-0' 3 STAIR PLAN LEVEL 1 SCALE:II4'=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 D O A K 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 01. SLLI li 50 L Z a 2 O Q U Q Z a a F Z Q F- W W h H ui 19 u') Go U) I —J No. Date Description cH G m �Mr^ V! Y U W U Z J H wm me wt me ar. i. w•rnrcm•xcn U) USED LL ARC/y/T A eGR WocFs CV v CV * * C� f2NI-D11E (V l UU f J1. 9Tf 2- OF CAI-IF�R?P C] License Stamp 00 STAIR B3 ENLARGED PLANS A5-82 STAIR KEYNOTES S1 STEEL CHANNEL STRINGER S2 1-PIECE SLIP RESISTANT PRE -CAST CONC TREAD AND RISER S3 STAIR LANDING: STAIR CONSTRUCTION S4 2X WOOD STRINGER - REFER TO STRUCTURAL PLANS S5 PLYWOOD TREAD AND RISER S6 WOOD FRAMED LANDING - REFER TO STRUCTURAL PLANS S7 SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD S8 HANDRAIL - 34" MIN TO 38" MAX ABOVE TREAD NOSING PER CBC 1012.2. MAX. 45, PROJECTION INTO REQUIRED WIDTH PER CBC 1012.8. 59 GUARD - 42" MIN HIGH RAILING w/ OPENINGS SPACED SO A 4" SPHERE CANNOT PASS THROUGH S10 STAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S11 TACTILE FLOOR DESIGNATION SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S12 TACTILE EXIT SIGN (SEE SIGNAGE DWGS FOR MORE INFO) S13 STANDPIPE - CLASS I S14 ALTERNATING TREAD STAIR: PREFABRICATED STEEL S15 METAL GATE BARRIER - PER CBC 1023.8 S16 GUARDWALL - 42" MIN HIGH ElSECURITY SCREEN SYSTEM- 1" STEEL BAR TOP AND BOTTOM RAILS WITH 1/41, PICKETS AT 4" El O.C.- MOUNT TO FLOOR SLAB OR STAIR STRINGERS- PROVIDE 1/4" SQ. , 9 GAUGE WIRE MESH AS NOTED ON PLAN S18 BARRIER GUARDRAIL - 27" H S19 CAST -IN -PLACE CONCRETE STAIR S20 DASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2 S20a DASHED ARC INDICATING 48" CLEAR PATH ABOUT STAIR / HANDRAIL, PER CBC 1011.2 S21 KNOX BOX - SEE BUILDING PLANS S22 NYSTROM ROOF HATCH WITH INTEGRAL OSHA COMPLIANT ALUMINUM SAFETY RAILS (POWDERCOAT SAFETY YELLOW) - SEE STAIR ROOF LEVEL FOR OPENING SIZE 9 PER CBC SEC. 1011.6 THE DOOR AT ANY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. - CLEAR SPACE IS SHOWN ON PLAN WITH DASHED ARC. STAIR NOTES 1. FOR TYPICAL STAIR DETAILS, REFER TO AD-71 AD-71.1 2. TREADS: ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SM00 ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING. 3. TREAD AND RISER DIMENSIONAL UNIFORMITY: STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. 4. TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT _ _ _ _ T.O. PL GREATER THAN 0.5 INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.5 INCH. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE ROOF HATCH W/ ��____-_________________�� TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE GUARDRAIL AND it li LEADING EDGE (NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 1.25 INCHES SELF -CLOSING it ii BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF GATE li II it l UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT. 5. HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 6. HANDRAIL EXTENSIONS: HANDRAILS SHALL RETURN TO THE WALL, GUARD OR THE WALKING T.O. PL SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND AT LEAST 12 INCHES BEYOND THE TOP RISER AND 12 INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM RISER. WHERE THE STAIRS ARE CONTINUOUS FROM S14 - LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT U / / INTO THE LANDING. Q / 7. EXIT ENCLOSURE PENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT J / ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, UNIT Zo U STANDPIPES, ELECTRICAL RACEWAYS) FOR FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAYS) SERVING THE EXIT ENCLOSURE. THERE SHALL BE NO UNIT PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES. 5TH FL_SUBFLO_OR 8. STRIPING FOR THE VISUALLY IMPAIRED: INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPER 5TH FL SUBFLOOR APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. T.O. PL - - - - EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALL _ _ T.O. PL TREADS. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES J WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP } U) w OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR / 0� W r-J U) UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP -RESISTANT AS U / / > -J w THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. QZQ / / � N / / W U WU) > x Q / / W = 9. ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE AS OCCURS, U.N.O. / / _ a / z _ UNIT zo J b� °OW +IU Q �� �� UNIT �� 0 LEGEND 4TH FL SUBFLOOR / T.O. PL 4TH FL SUBFLOOR U) J - 2X4 WOOD STUD FRAMING W w II / w � F- J wx I 2X6 WOOD STUD FRAMING Z / W_ �- / / W W Wfn Q W' / Cn N / -_ / / U > CMU WALL - SEE STRUCTURAL Q / � / � / Q U) IN UNIT Zo U �I oo w C° CONCRETE WALL SEE STRUCTURAL 00 2 Q 00 - EXTENT OF EXTERIOR CEMENT PLASTER FINISH _TF W _ / DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR 3RD FL SUBFLOOR DROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFIT 3RD FL SUBFLOOR HEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDED T.O._PL. METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. T.O.PL. 30" x48" CLEAR FLOOR AREA / CO L----J W / W / W C/ r-J J >- fn l = - U / > II r / W W W cn 5' 0" DIAMETER TURN AROUND SPACE Q < // S9 fn � / _ / / U > i C? W co / +I 0 -1 O / Q (n N \ - - UNIT z U / S8 o 00 W `° UNIT �I w o00 ENLARGED PLAN REFERENCES = Q S3 = 2ND FL SUBFLOOR 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . 2ND FL SUBFLOOR T.O.PL. - - - 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC / S9 T.O.PL. HARDWARE LOCATIONS, SEE SHEETS AO 31 THRU AO 45. / / � s S8 - / U) >w J 1 D-71.1 W E - S3 D 71.1 w cn W S5 � M WW W W UNIT W Of Q NW UNIT U °° co J S 18 O N LLI +I (q U _, S9 ZC� Q \ Lin W C1I w = S8 Q �� N z° J U > w UJ 1ST FL T.O. SLAB ON GRADE 4 2 Q - 11=111=111=III=1I 1=1I `I -I 11 1 I 1 1 I I 11=I 1 1 I IIIIIIIIIIII11 S 5 CY) iv C° S5 1 ST FL T.O. SLAB ON GRADE 3 -=11111 ' III=11: II=-=---__—���______ _ s - - - -• - - - - - - - `'' w _ _ _ _ - - --T --- t - •• T .- .�--;-.- := f= -_ ----_- - _ ;� :-------,-- - �- - - - D-71.1 =1I 11I I 1I 1I 1I '� =1 11 = 1I I 1I1 1I I 1I1 1I1 1I1 1I1 1I1 1I1 1I1 1 ffLl - , - 1 "' "' - - _' _ii= -_III IIII-11fillI Tl l l l l_I 11=1 1 11 lIII=111_I L 11 = l l "- 1 I 1-1 I I� ,I I_ -III ••I 1 l l l_ ' -I I I � l l l 11 I I1 I I1 I IIII -1 I I_I I IL - N l I I III I - I I III I -1 = = 1=1 =1 11I ;III=11=1 -I I�IIllllllll��lli. � i=_;,Iliilllllll III- -= i. =1-ITI-III-I I- -III-III1T'- 3 ail-�D-71.1 STAIR B4 SECTION SCALE: 1/4"-1'-0" 2 STAIR B 3 SECTION 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 ED7 OAK I VES`I'MEN"1 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 IJ T_ 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. D ARcy,T 40 -cam No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp STAIR B3&B4 SECTION A5-83 COPYRIGHT U STAIR KEYNOTES 51 STEEL CHANNEL STRINGER 1 PIECE SLIP RESISTANT P—ST CONC TREAD AND RISER A.583 2 2 A583 F�] $MPLANDING'. STAIR CONSTRUCTION 10'-0' 10'A• 2%WOWSTRINGER-REFRTOSTRUCTTIRALFLAN9 PLYWOODTREADANDRISER 95 W000 FRAMED LANDING -REFERTO STRUCTURAL PLANS .1aE T 'M� Iy SLIP -RESISTANT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD PHAN RO EMIL- NTHOEOREDWIDTHV ERCBC00INNGPERCBC1012.2.MAX.- 913 ,J 613 ❑ GUM -4Y MIN HIGH RAILING w/ OPENINGS SPACED SO A4' SPHERE CANNOT PASS THROUGH _ - ____ --_ ____ 510 $TAIRWAY FLOOR NUMBER SIGN (SEE SIGNAGE DWGS FOR MORE INFO) II <�\ r L l r L 511 512 TACTLE FLOOR DESIGNATION SIGN (SEE SIGNAGE CWGS FOR MORE INFO) TACTILE EXIT SIGN SIGNAGE DWGS FOR MORE INFO 1 ) I I 'I� /�— '`� \ 813 STANDPIPE-CLASSI ALTERNATING TREAD STAIR: REFABRICATED6EEL J \ 515 METAL GALE BANRIER-PR CBC 10238 � _ s,Up \ \ 518 GUPROWPLL-42'MIN HIGH E{{ SEC RITYSCREENSYSTEM O.C.UM UTO FLOORELAB OR$TAIRSTRING RS PROVIDE 1�14LSO., BGAUGE RE MEMAS S18 NOTBAR ERNPLAN BARRIER GUARDRAIL 27'H �I S19 SA CAST -IN PLACE CONCRETE STAIR DASHED ARC INDICATING 44" CLEAR PATH ABOUT STAIR I HANDRAIL, PER CEO 10112 a� a0 a� -- __-- E{ A0.71 a(] DASHED ARC INDICATING 4' CLEAR PATH ABOUT STAIR I HANRAIL, PER CBC 10112 --- _ cif ail 21 KNO%BOX -SEE BUILDING PLANS ESIl !` LS NYSTROM ROE HATCH WITH INTEGRALOSH4 COMPLNWD NTPLUMINUM SAFETY RAIIPOERCOAT SAFETY YELLOW) -SEE STAIR ROOF LEVEL FOR OPENING SIZE 2R - TAij °]m —� I TAi 523 PER CBC SEC,1011.6 THE DOOR AT MY POSITION SHALL NOT REDUCE THE REQUIRED STAIR LANDING DIMENSION TO LESS THAN ONE HALF ITS REOUBEDWIDTH-CLE5RSPACE ISSHOWNON PLAN WITH DASHED ARC. SK 59 SIR _ --- --- ---- ---- Ell BE Gs se --- - — - Q STAIR NOTES 57 ) 54 - _• ____ E°\ T � ( 1. FOR TYPICAL STAIR DETAILS, REFER TO pp71 PU11.1 2. FOUNDEDO TRFAMPERED EXPOSDEDGE ANDN ABRUPT EDGESATT ENOSING ROUNDEDORCHPMFERED E%POSED EDGES PND NOPBRUPi EDGESAT MENEING. ufgig \� �'/ c S] \ \ k \ T� /� 3. TREAD AND RISER°IMRSIONAL VNIFORMITY STAIRTREADSANDRISERESHALLBEOF ONIFORM SU E AND SHAPE, THE TOLERANCE BETWEEN THE IARGEST AND SMALLEST RISER ` HEIGHT OR BETWEEN THE ARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.3)5 INCH IN MY FLIGHT OF STAIRS. N N _ TREAD PROFILE: THE RADIUS OF THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5INCH. BEVELING OF NOSING SHALL NOT EXCEED 0.51NCH. RISERS SHALL STAIR WIDTH STAIR WIDTH BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE LEADING EDGE(NOSING) OF TREADS SHALL PROJECT NOT MORE THAN 125 INCHES BEYONDTiE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF 4'-31/4' 4'A 314' 5'41' 4'-0" 10'-0 9 10 4'-31I4" 5'-B' 4'-93/4' 6'-0' 10' 1\I 10 UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF FLIGHT. BE COMINUWS, WITHg1T s. HANDRAL UPTIONTINUITY'.HPNDRAILOR OTHER OBSTRUCTIONS. INTERRUPTION BYNEWEL POSTS OR OTHEROBSTRUCTIONS. 6. HANDRAIL EXTENSIONS'. HANDRAILS SHALL PC— TO THE WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FUGHTS, THE HANDRAIL5 SHALLE END AT LEAST 12 INCH ES BEYOND THE TOP RISER AND 121NCHES, PLUS THE - TREAD WIDTH, BEYOND THE BOTTOM RISK. WHERE THE STAIRS ARE CONTINUOUS FROM IANDINGT0 LANDING, THE INNER RAIL SHALLBE CONTINUOUS AND NEED NOT EXTEND OUT IMOTHEI-ANDING, 7. EXIT ENCLOEUREPENETRATIONS: PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE PRE PROHIBITED EXCEPT FOR REQUIRED EXIT DOORS, SPRINKLER PIPING, SCALE: ILO'=1'-0' NOT USED 6 SCALE: 1/4'=1'-0' STAIR PLAN LEVEL 5 4 SCALE:I =1'-0" STAIR PLAN LEVEL Z 2 SAND TANDPIPES EAL RACCALRACSWAYING OR THEFIRE DEPARTMENT ENCLOURETHRESNICATION SYSTEMS NO NCLOSURE.TECTED OR NOT, PENETRATIONS ORC PENETR TI NS OR COMMUNICATION CATION OPENINGS, WHETHER PROTECTED ORNOT, BETWEEN 2 PS83 ASS9 4' 2 1a-D• 2 PS83 4' 10•-D• 111 ADJACENT E%li ENCLOSURES. OSURE S. STRIPING FOR THE VISU—IMPAIRED INTERIOR EXIT STAIRWAYS SHALL HAVE THE UPPER APPROACH AN D LOWER TREAD MARKED BY A STRIPE PRONDIN G CLEAR VISUAL CONTRAST. EXTERIOR EXIT STAIRWAYS SHALL HAVE STRIPES ON THE UPPER APPROACH AND ON ALL TREADS, THE STRIPE SHALL BE A MINIMUM OF 21NCHE5 WIDE TO A MAXIMUM OF 41NCHES WIDE PPAED PARALLELTO, AND NOT MORE MAN 1 INCH FROM, THE NOSE OF THE STEP ORUPPRAPPROACH. THE STRIPE SHALL EXTEND THE FULLWIDTH OF THE STEP OR UPPERAP%tOACH AND SHALLBE OF MATERIALTHAT IS AT LEMTAS SLIPABEISTANTAS THE OTHER TREADS OF THE SMR. A PAINED STRIPE SHALL BE ACCEPTABLE, 9. ALL DIMENSIONSARE iOMEFACE OF STUD, CMURCONCRLIE PS UCURS, U.N.O. 8'-0" I LEGEND I I 313 --- 313 I --- K" i� STANDPIPE `�\ f _______ _______ 0 2X4 WOAD STUD FRAMING II r II ® 2X6 WOOD STUD FRAMING ROOF HATCH W/ GUARDRAIL AND SELF -CLOSING GATE ,ej. q �ii 7 �/ i� ^ \\\� - �� ^� 57 Vi I� �• =UTK-,_ / w \ \1 i- 1v ®CMU WALL -SEE SiRUCTUPAL 0 CONCRETE— SEESTRUCTURAL LAEXT_ry EMOF E%TERIOR CEMENT PIASTER FINISH e T — -- P I �i DAGOAL HATCH INDICATES EXTENT OF IOR P-ASTER SOFFIT OR HEIGffN INDCATEDIINPL .EWM RIORCEMREMPEV EROVEREXTR� ED METAL LATH OCCURS AT LOBBIES WITH EXTERIR WNLEENINGS, SEE ENLARGED PLANS FOR EXTENT. IN — - r — -- I --- — — 3D' VNP CLEAR FLOOR AREA n S a DIAMETER TURN AROUND SPACE oo � J� I ENLARGED PLAN REFERENCES --- -----iIAI AC ES DETAIL REFERENCES, FIRE SAU-1I TINGUISHER 1, FOR LOCATIONS AND LOCATIONS PND FIRE ACCESS ANALYSIS, SEE SHEETSA611 THRU A425. -- I' __ ___L_____ I DN r � II I, I, 99 SS _ - _ _ - --- ----- L I I _ _ _ _ G 2. FRE%ITING ANALYSIS INCLUDING OCCUPANT LOADS.E%IT SIGNS AND DOOR PANIC HARDWARE LOCATONS, SEE SHEETS A 31 THRU AP45. ---r------ II I I • I I II sG S7 v _��� N ---— --------------- -- --- STAIR WIDTH 9 10 10 9TAIRWIDTH 4'-314' 4'-9 3/4' 10• 1a-D 9 STAIR PLAN ROOF LEVEL .—E: --o-1 5 STAIR PLAN LEVEL 3,4 GCALE:­­----J 3 STAIR PLAN LEVEL 1 SCALE:II4•=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 Ln OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 I t SLLI 50 L 0 Z 2 O 0) a U <i Z Q Q H Z rn h Lu Lu h ui �a I _J Q No. Date Description CH_ G m Y U w U wm me wt me aen _ in mvwou.• n cn aSEDRARLI,T� LL L gUR kpc�"s N y3 N * x cz979s * O n`LTA D2. (V r n. 5 9Tf MF CAOF�P?P License Stamp 00 STAIR B4 ENLARGED PLANS ELEVATOR KEYNOTES 1❑ HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFO 2� AUTOMATIC HOISTWAY DOOR SMOKE CONTAINMENT CURTAIN COMPLYING WTH CBC 3006.3.5: 3 SMOKE CURTAIN BY SMOKEGUARD PER M400. CONCEAL HOUSING IN DROPPED SOFFIT OR FLOOR / CEILING ASSEMBLY. SMOKE CURTAIN IS NOT REQUIRED WHERE LOBBY IS PROVIDED OR 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. ❑4 METAL SERVICE LADDER BY ELEVATOR MANUFACTURER ❑5 HOIST / SAFETY BEAM PER STRUCTURAL El5 x5 x Z" STEEL TUBE DIVIDER BEAM �7 EMERGENCY EVACUATION SIGN ❑8 24" x 84" GURNEY SPACE II o II I • \ I� I I I I I ELEVATOR NOTES II JI II ' II I I I ------ --------- --------- ____ ___________= 1. FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO - - < AD-04 2. ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE. \ 3. PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8. H .8 • • • ; . d, 4. AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDED r' • TO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATOR LANDINGS PER CBC 1009.10. 0 0 p 5. PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP. zt -- - ---� 6. CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER. — —&TO RAGE ELEVATOR DESIGN CRITERIA �- ELEV Al -a K ELEV AlLL�JJ I I 1 L - I I �_, - - - THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANY I I i I I OTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECT L IMMEDIATELY IF A SUBSTITUTION IS PROPOSED. L__-J ELEVATOR Al ELEVATOR A2 ELEVATOR B1 ELEVATOR B2 F __ N I \ I L _ _ _ J 3'-9 1/2" 4'-1 1/2" 9'-8" I �\ 4'-3" �� ' I I I I I �\------- �� ---r ' I \ , I I `� MODEL OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE N „ �`�' i I I I 15'-0" 9'-1 " g" I i ,��' CAPACITY I SPEED 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM IDF I I y POWER L�------- �� i ,' `� i I I i I �� \\ I i \ STOPS 7 7 5 5 i V-7" 9'-10" 2'_8" 6" SEISMIC ZONE SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL J I I I-- I i L _ _ J MIN. HOISTWAY SIZE 8'-8" x 6'-11" 8'-8" x 5'-9" 1T-8" x 6'-11" 8'-8" x 5'-9" I I I PROVIDED SHAFT SIZE v ELEV A2 N M / ELEV A2 OPENING LEFT SIDE LEFT SIDE LEFT SIDE RIGHT SIDE 0 ---------------- - M bo LI--_ --_ _ 1 D F FRONT ONLY FRONT ONLY FRONT ONLY FRONT ONLY I I � CLEARANCE TO X'-X" X'-X" X'-X" X'-X" I UNDERSIDE OF (13'-10" CLEAR (13'-10" CLEAR (13'-7" CLEAR (13'-7" CLEAR ROOF FRAMING OVERHEAD TO OVERHEAD TO OVERHEAD TO OVERHEAD TO El 0 SAFETY BEAM + 12" SAFETY BEAM +4 SAFETY BEAM + 12" SAFETY BEAM + 4 SAFETY BEAM + 12" SAFETY BEAM + 4 SAFETY BEAM + 12" SAFETY BEAM + 4 --� 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE M .4 co / BEAM +2 LAYERS GYP BD BEAM + 2 LAYERS 5/8" GYP B BEAM + 2 LAYERS BEAM + 2 LAYERS P BID) PIT DEPTH 5-6" 5-6" 5-0" 5-0" 2,_8" 5,_2,. 1,_5,. 1'-7" 9'-10" 2'-8" CAB & HOISTWAY 4A" x T-0" 4A" x T-0" 4A" x T-0" 4A" x T-0" 14'-1" DOOR 90-MIN RATED 90-MIN RATED 90-MIN RATED 90-MIN RATED CAR SIZE, INTERIOR 6-5 9/16" x 5-5 9/16" 6-5 9/16" x 4'-3 9/16" 6-5 9/16" x 5-5 9/16" 6-5 9116" x 4'-3 9/16" 10.3 11 CAR CEILING T-9" T-9" T-9" T-9" CAR CEILING FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER ELEVATORSAl AND A2 - ROOF SCALE: 1 /4"=V-0" 6 ELEVATORS Al AND A2 - LEVEL 6 SCALE: 1 /4"=V-0" 4 ELEVATORS Al AND A2 - LEVEL 2 SCALE: 1 /4"=V-0" 2 CAR WALL FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER CAR FLOOR FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER MEDICAL YES - 24"x84" STRECHER NO YES - 24"x84" STRECHER NO EMERGENCY LEGEND 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR DROPPED GYP. BID. BELOW RATED SOILINGT FFIT ILN HEIGHT AS INDICATED PLAN EXTERIOR CEM NING ER OV RBEXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE D A � IV lug I /' `\ I II ENLARGED PLANS FOR EXTENT. r � / \ II / \ le/ \I 30" x48" CLEAR FLOOR AREA --- --------- L J 5-0" DIAMETER TURN AROUND SPACE C======_< L L i co M CD I H'8 .� � 5 ••r•_ ENLARGED PLAN REFERENCES ELEVATOR I I � 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 co . zt MAC H I E I .. •- - - I -' � .. •- - ------I-L------ 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. ROOD ELEV Al ELEV Al ELEV Al K I ILI I I I I I L I I-- 1 I - -- L___J I I L___J N 19 I \ 3'-9 1 /2" 4'-1 1 /2" 9'-8" I \ 4'-3" I i CV I �n '-0" 7'-9 1 /2" 1 2" 9'-8" I \ 4'-3" I \ CO I �� ,� I I I ,' I cfl I �� �� I I j N I 9' I I --- I�.. 9' IDF \� IDF o � ��-i ---- I I I , . I I I bo '(---------„ W '---------- oo I I I I I I I J I I I - - M.4 �✓ W I I I i ELEV A2 r ELEV A2 � I I ELEV A2 F1 BID �oQ ML--- -------- --- — ---------------- II ---------------cc II _ II \ II JI El II \ II JI _ � El El 1� )IFi I ir 19 HF V-7" 9'-10" 2'-8" 9'-8" 2'-8" 5'-2" 1'-5" 9'-8" 2'4" 5'-2" 1'-5" 10.3 11 ELEVATORS Al AND A2 - LEVEL 7 SCALE: 1/4"=1'-0" 5 ELEVATORS Al AND A2 - LEVELS 3, 4, & 5 SCALE: 1/4"=1'-0" 3 ELEVATORS Al AND A2 - LEVEL 1 SCALE: 1/4"=V-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) Q U Q z Q Q z Q U) w w U) F_ ICT LO T_ L0 0115 T_ 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 ARCM * No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp ELEVATORS Al & A2 PLANS BUILDING A A5-90 z Q J 1r n VM! E_ N N 0 N Ir- 00 0 COPYRIGHT (C ELEVATORS 131 AND B2 - ROOF I SCALE: 1/4"=V-0" 13 ELEVATORS B1 AND B2 - LEVELS 2, 3, 4 & 5 SCALE: 1/4"=1'-0"1 2 ELEVATOR KEYNOTES 1❑ HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFO 2� AUTOMATIC HOISTWAY DOOR 3 SMOKE CONTAINMENT CURTAIN COMPLYING WTH CBC 3006.3.5: SMOKE CURTAIN BY SMOKEGUARD PER M400. CONCEAL HOUSING IN DROPPED SOFFIT OR FLOOR / CEILING ASSEMBLY. SMOKE CURTAIN IS NOT REQUIRED WHERE LOBBY IS PROVIDED OR 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. ❑4 METAL SERVICE LADDER BY ELEVATOR MANUFACTURER ❑5 HOIST / SAFETY BEAM PER STRUCTURAL El5 x5 x Z" STEEL TUBE DIVIDER BEAM �7 EMERGENCY EVACUATION SIGN 8 24" x 84" GURNEY SPACE ELEVATOR NOTES 1. FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO AD 04 2. 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 PROVIDED TO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATOR LANDINGS PER CBC 1009.10. 5. PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP. 6. CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER. ELEVATOR DESIGN CRITERIA THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANY OTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF A SUBSTITUTION IS PROPOSED. ELEVATOR Al ELEVATOR A2 ELEVATOR B1 ELEVATOR B2 MODEL OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE CAPACITY / SPEED 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM POWER STOPS 7 7 5 5 SEISMIC ZONE SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL MIN. HOISTWAY 8'-8" x 6-11" 8'-8" x 5'-9" 1T-8" x 6-11" 8'-8" x 5'-9" SIZE PROVIDED SHAFT SIZE OPENING LEFT SIDE LEFT SIDE LEFT SIDE RIGHT SIDE FRONT ONLY FRONT ONLY FRONT ONLY FRONT ONLY CLEARANCE TO X'-X" X'-X" X'-X" X'-X" UNDERSIDE OF (13'-10" CLEAR (13'-10" CLEAR (13'-7" CLEAR (13'-7" CLEAR ROOF FRAMING OVERHEAD TO OVERHEAD TO OVERHEAD TO OVERHEAD TO SAFETY BEAM + 12" SAFETY BEAM + 12" SAFETY BEAM + 12" SAFETY BEAM + 12" SAFETY BEAM +4 SAFETY BEAM + 4 SAFETY BEAM + 4 SAFETY BEAM + 4 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE BEAM +2 LAYERS BEAM + 2 LAYERS BEAM + 2 LAYERS BEAM + 2 LAYERS 5/8" GYP BD) 5/8" GYP BD) 5/8" GYP BD 5/8" GYP BD PIT DEPTH 5-6" 5-6" 5-0" 5-0" CAB & HOISTWAY 4A" x T-0" 4A" x T-0" 4A" x T-0" 4A" x T-0" DOOR 90-MIN RATED 90-MIN RATED 90-MIN RATED 90-MIN RATED CAR SIZE, INTERIOR 6-5 9116" x 5-5 9/16" 6-5 9/16" x 4'-3 9/16" 6-5 9/16" x 5-5 9/16" 6-5 9116" x 4'-3 9/16" CAR CEILING T.9" T.9" T.9" T.9" CAR CEILING FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER CAR WALL FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER CAR FLOOR FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER MEDICAL YES - 24"x84" STRECHER NO YES - 24"x84" STRECHER NO EMERGENCY LEGEND 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR DROPPED GYP. BID. HEIGHT AS INDICATED ILN PLAN EXTERIOR CEM NING BELOW RATED SOILINGT FFIT ER OV RBEXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. r 30" x48" CLEAR FLOOR AREA L J 5-0" DIAMETER TURN AROUND SPACE i ENLARGED PLAN REFERENCES 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. • 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 EI7 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ C) N Q U Q z Q Q z Q U) w w U) F_ ICT LO T_ L0 0115 T_ Nt No. Date Description H 10 U) 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL �0 �� N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF OF C m_ License Stamp o ELEVATORS B1 & B2 PLANS ELEVATORS 131 AND B2 - LEVEL 1 1 SCALE: 1/4"=V-0" 1 1 COPYRIGHT BUILDING B A5-92 N L0 (V —�-- N it 2'-6" 3'-8" 3'-8" 2'-6" IMIN F\------- i� 1 � i I 1 7'X 1 /2" 1 2'-5 1 /2" 2'-9" I i � z--------`�II 4 � � I � � I I I/ L— — -- �It---1----—----�—n L — — — — ----u----Ll---- ----L AA 2'-6" 3'-8" 3'_8" 12'-4" BUILDING A TRASH ROOM - LEVELS 3, 4, 53 6, & 7 SCALE:1/4"=1'-o"I 3 TRASH ROOM KEYNOTES RUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUND ON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OF THE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDE SPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAY HEAD AND A DISINFECTING AND SANITIZING UNIT INTAKE 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". aCLEANING ACCESS DOOR -1-1/2 HOUR FIRE -RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES OR LESS, 15"x15" SIDE -HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TO SANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTE MANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER. 4� WASTE, GREEN WASTE OR RECYCLE BIN 5 TRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATION ISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTION ElOPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANS ❑7 DISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPER IdFLUSHING SPRAY HEAD El 165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND AT FIRST INTAKE 10 FLOOR DRAIN 8 ] WALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOM g❑ TRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFY POWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDER COMPACTOR IS TO BE FLAT. 10 HOSE BIB - SEE PLUMBING PLANS TRASH ROOM NOTES 1. FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT 2. 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 EPDXY COATING. 4. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL 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 POWER REQUIREMENTS WITH ELECTRICAL ENGINEER. TRASH CHUTE DOOR ACCESSIBILITY NOTES: 1. MAXIMUM 5 POUNDS OPENING FORCE N 2. DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST 3. DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATING MECHANISM TRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES: 4. DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SO THE DOOR DOES NOT SLAM. - 5. DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING. N 6. PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN 2 THE THICKNESS OF THE STEEL. 1. PROVIBE ISOLATION 1E IUTE 'ERE 1E VIBRATION E)FTI 61 WI 6E)NNEE)TED TO TI APARTMENT BUIDLINGS LL'IG ENf DTRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION. 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING 11 CMU WALL - SEE STRUCTURAL CONCRETE WALL -SEE STRUCTURAL BUILDING A TRASH ROOM - LEVEL 2 SCALE:1/4"=V-0" 2 EXTENT OF EXTERIOR CEMENT PLASTER FINISH SOFFIT DIAGONAL HT AS INDICATED ED GYP. BD. CEILININ PLAN LEOXT/ R OR CEM N RATED CE STERASSEMBLY. OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. r I 30" x48" CLEAR FLOOR AREA L J 5'-0" DIAMETER TURN AROUND SPACE 1 I ENLARGED PLAN REFERENCES 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. • 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ C) N Q U Q z Q Q z Q U) LLI U) F_ w LO T_ L0 015 T_ Nt W No. Date Description H 10 m U) 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 jr with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T ILL �0 �� N (N * No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 qTF OF C m_ License Stamp o BUILDING A TRASH ROOM PLANS BUILDING A A5-94 BUILDING A TRASH TERMINATION ROOM - LEVEL 1 1 SCALE: 1/4"=V-0"1 1 COPYRIGHT TRASH ROOM KEYNOTES 8'-8" 4'-8" 9" 7'-11 " 4'-8" r El RUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUND ON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OF I THE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDE SPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAY - - HEAD AND A DISINFECTING AND SANITIZING UNIT M r o I M 150.1 I 0 2 INTAKE DOOR-15"x18" STAINLESS STEEL FRONT BACK AND SKIRT, NOISELESS SELF -CLOSING, I I .• I I BOTTOM -HINGED, HAND -OPERATED DOOR WITH ACCESSIBLE LEVER HANDLE, RUBBER DOOR BAFFLES I I 193 DOOR SHALL BE 1-1/2 HR RATED WITH EMBOSSED LETTERS "WASTE", "RECYCLE" OR "GREEN WASTE". -ago o CLEANING ACCESS DOOR -1-1/2 HOUR FIRE -RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES OR `O 0 I I `n -1 LESS, 15"x15" SIDE -HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TO TRASH J TRASH �_____L SANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTE — N 1 VESTIBULE N MANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER. VESTIBULE _, _, 4 WASTE, GREEN WASTE OR RECYCLE BIN Co L \ 5 TRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATION \ \ _ ISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASON r---------- -- -- 1 T A5 97 00 ------ r -- - 147 .' 1 T I -- -- 1 A5 97 - rn INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTION a 1 o _ o OPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANS ` -� : `r° DISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPER El FD �8 FLUSHING SPRAY HEAD r M 150.93 Cl)❑ 9 165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND AT r FIRST INTAKE N N 10 FLOOR DRAIN I I I I WALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOM El J Q J 9 ❑g TRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFY POWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDER K K COMPACTOR IS TO BE FLAT. o oilTRASH o 10 HOSE BIB - SEE PLUMBING PLANS I I I I I I I I I I I I I I I I ROOM NOTES I I I I A5_98 ; 1. FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT 1 2. ALL DIMENSIONS ARE TO THE FACE OF STUD, CMU OR CONCRETE, U.N.O. A5 98 3. TRASH TERMINATION ROOM FLOORS SHALL BE FINISHED WITH WATERPROOF DECK OR EPDXY 1'-2" 64" 6-10" 5.5' 4" COATING. 4. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL PAINT TO 6-0" AFF. 5. ODOR CONTROL UNIT MOUNTED ON WALL OF THE TRASH TERMINATION ROOM. 15 6. DISINFECTING AND SANITIZING UNIT AT THE TOP OF THE CHUTE. 7. VERIFY ALL ACCESSORIES FOR TRASH TERMINATION ROOM WITH OWNER AND CONFIRM POWER REQUIREMENTS WITH ELECTRICAL ENGINEER. TRASH CHUTE DOOR ACCESSIBILITY NOTES: 1. MAXIMUM 5 POUNDS OPENING FORCE UI L D)_N1G B TRASH ROOM - LEVEL 5 SCALE: 1 /4"=V-0" 5 U I L D I.I G B TRASH ROOM — LEVEL 3 SCALE: 1 /4"=1'-0" 3 2. DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST , 3. DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATING MECHANISM ; TRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES: I I I 4. DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SO - - - - - - THE DOOR DOES NOT SLAM. O' ' 161 01 ' _ Q 140.85' 5. DOOR TO THE TRASH CHUTE SHALL EMPLOY QUIET LATCHING. IL r 6. PROVIDE SOUNDCOAT GP-1 COMPOUND OR EQUAL ON THE CHUTE. DAMPENING SHALL BE MIN z THE 1 I I 1 I I THICKNESS OF THE STEEL. M TRASH ! °�° o TRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION. LEGENfY TRASH ----J _0 - VESTIBb E-j t _�1 ,����� �L^ ao L r 00 2X4 WOOD STUD FRAMING ___ -V y\ \ _ y 2X6 WOOD STUD FRAMING $0' ----- r1 1 1 - -- -T ��jR ' -- -- 1 `'' 8' 0 A5 97 c � ------ r 1 -- - -r 137.80 i -- 1 -- A5 97 _ - , 00 � n CMU WALL - SEE STRUCTURAL CONCRETE WALL SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH 161.01 ' "' 140.85' co j DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR ///// DROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFIT iv iv / HEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. iL L----- Q L-----J 9 1 i 30" x48" CLEAR FLOOR AREA L J K o o K o 0 /—` 1 1 5'-0" DIAMETER TURN AROUND SPACE Li 1 1 ENLARGED PLAN REFERENCES 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER 1 1 A5-98 A5-98 LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . ' 5'-4" 5'-4" 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. 15 15 BUILDING B TRASH ROOM — LEVEL 4 SCALE-1/4"=V-0" 4 BUILDING B TRASH ROOM — LEVEL 2 SCALE-1/4"=V-0" 2 9" 7'-11" 22'-1" 31'-6" 11'-0" 2'-0" 130.3 ' 1; 13 0 I I 1 I ---- — I 1 , I 128176' N i r---1---------I G` `1 TRASH-L_ -�- 121 .82' -� VESTIBULE -------- —---------J L------------ — J 00 u'�—�y Lr7-- �----- - —� I I 1-+I\-79I1 - TIl -1i %-- TRASH / LOADING 1 o \G1 EO V 7r11'� J ---� I 22'-1' i 8'-8" 22'-10" L— ,J I I F_--- --I--------- �_� I I ------------ I I -- r------------------------I I I 128.76 I ,1 I I 1 126.07 0) W/ - 12 LOLtj .70 K IL I— — I 0 i --- --- -o' Al i 71 I I I I I I I I I I ii 1ii I I 1 I I 5'-0" 24'-7" 1'-1 " 13'-1 " 7'-2" 10'-2" 11'-0" 2'-0" 30'-0" 31'-6" 13'-0" 15 17 20 21 BUILDING B TRASH TERMINATION ROOM — LEVEL 1 SCALE:1/4"=V-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 ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 w T_ L0 06 LO 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 CAS\ License Stamp BUILDING B TRASH ROOM PLANS BUILDING 6 A5-96 C) CN Ir— C) 00 C) COPYRIGHT (2) TRASH ROOM KEYNOTES RUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUND ON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OF THE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDE SPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAY HEAD AND A DISINFECTING AND SANITIZING UNIT INTAKE 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". aCLEANING ACCESS DOOR -1-1/2 HOUR FIRE -RATED AT 4+ STORIES, 1 HOUR AT 3 STORIES OR LESS, 15"x15" SIDE -HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TO SANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTE MANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER. 4 ] WASTE, GREEN WASTE OR RECYCLE BIN 5 TRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATION ISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTION aOPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANS 7 DISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPER 88 FLUSHING SPRAY HEAD El 165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND AT FIRST INTAKE 10 FLOOR DRAIN 8 ] WALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOM g❑ TRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFY POWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDER COMPACTOR IS TO BE FLAT. 10 HOSE BIB - SEE PLUMBING PLANS TRASH ROOM NOTES 1. FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT 2. 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 EPDXY COATING. 4. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL 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 POWER REQUIREMENTS WITH ELECTRICAL ENGINEER. TRASH CHUTE DOOR ACCESSIBILITY NOTES: 1. MAXIMUM 5 POUNDS OPENING FORCE 2. DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST 3. DOOR HARDWARE CONTROLS SHALL BE 15"-48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATING MECHANISM TRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES: 4. DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SO THE 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 2 THE THICKNESS OF THE STEEL. LL'IG EN''TRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION. 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH SOFFIT DIAGONAL HT AS INDICATED ED GYP. BID. CEILININ PLAN LEOXT/ R OR CEM N RATED CE STERASSEMBLY. OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. r I 30" x48" CLEAR FLOOR AREA L J I 5'-0" DIAMETER TURN AROUND SPACE ENLARGED PLAN REFERENCES 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. 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 EI7 OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i T_ C) N Q U Q z Q Q z Q U) LLI 0V U) F_ ICT LO T_ L0 015 T_ 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 ARCyJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp BUILDING B TRASH CHUTE SECTIONS Z Q J `n 1r n ILL VM! N N O N 1 O 00 0 BUILDING B TRASH ROOM SECTION SCALE: 1/4"=V-0" I 1 COPYRIGHT BUILDING B A5-97 PA G/ PA G/ PA G/ PAF GA TYPE IA TYPE IIIA TRASH ROOM KEYNOTES RUBBISH CHUTES - (3) 30" DIA, 16 GAUGE ALUMINIZED STEEL W/ DAMPING COMPOUND ON THE CHUTE EQUAL TO SOUNDCOAT GP-1 SHOULD BE INCORPORATED AS PART OF THE BID REQUIREMENT. DAMPING SHOULD BE 1/2" THICKNESS OF STEEL. PROVIDE SPRINKLERS AT TOP INTAKE AND EVERY 2ND OPENING - PROVIDE FLUSHING SPRAY HEAD AND A DISINFECTING AND SANITIZING UNIT INTAKE 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 OR LESS, 15"x15" SIDE -HINGED STAINLESS STEEL BEARING A UL "B" LABEL (AT TOP FLOOR ONLY) TO SANITIZE UNIT OVER TOP OF CHUTE DOOR. VERIFY LOCATION AND COORDINATE WITH CHUTE MANUFACTURER. PROVIDE WATER SUPPLY AS REQUIRED BY CHUTE MANUFACTURER. 4❑ WASTE, GREEN WASTE OR RECYCLE BIN 5 TRASH CHUTE ATTACHMENT AT FLOOR FRAMING, BY MANUFACTURER. PROVIDE VIBRATION ISOLATION OF THE TRASH CHUTE WHERE CONNECTED TO THE BUILDING EQUAL TO MASON INDUSTRIES TYPE BR HAVING 0.2 INCHES OF STATIC DEFLECTION FOPENING IN SLAB OR FLOOR FRAMING FOR MECHANICAL VENTILATION - SEE MECHANICAL PLANS 7❑ DISCHARGE: UL LABELED ACCORDION TYPE FIRE DAMPER 8❑ FLUSHING SPRAY HEAD 165 DEGREE SPRINKLERS: LOCATE AT TOP INTAKE, ALTERNATE INTAKES BELOW AND AT FIRST INTAKE 90 FLOOR DRAIN 8❑ WALL PROTECTION: 10" HIGH X 6" WIDE CURB ALONG THE PERIMETER OF THE TRASH ROOM g❑ TRASH COMPACTOR: VERIFY SIZE WITH OWNER'S WASTE MANAGEMENT PLAN. VERIFY POWER REQUIREMENTS WITH ELECTRICAL ENGINEER PRIOR TO PURCHASE. SLAB UNDER COMPACTOR IS TO BE FLAT. 10 HOSE BIB - SEE PLUMBING PLANS TRASH ROOM NOTES 1. FACE OF FINISH SHALL BE FLUSH INSIDE OF SHAFT 2. 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 EPDXY COATING. 4. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH -GLOSS ENAMEL 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 POWER REQUIREMENTS WITH ELECTRICAL ENGINEER. TRASH CHUTE DOOR ACCESSIBILITY NOTES: 1. MAXIMUM 5 POUNDS OPENING FORCE 2. DOOR HARDWARE SHALL NOT REQUIRE GRASPING PINCHING, TWISTING OF WRIST 3. DOOR HARDWARE CONTROLS SHALL BE 15"48" ABOVE FINISH FLOOR TO THE HIGHEST OPERATING MECHANISM TRASH CHUTE ACCESS ROOM ACOUSTICAL NOTES: 4. DOORS TO THE TRASH CHUTE ROOM SHOULD HAVE ADJUSTABLE CLOSER THAT CAN BE ADJUSTED SO THE 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 2 THE THICKNESS OF THE STEEL. LEIGEN''TRIES TYPE BR HAVING 0.2 INCHES OF STATIC ISOLATION. 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH DIAGONALILING ASSEMBLY. SOFFIT CEILINGPED GYP. BID. PLAN. OTRATED NTLIIGHT AS INDCATED IN EXEROR CEMENT PLASTER OVER EXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE ENLARGED PLANS FOR EXTENT. r 7 30" x48" CLEAR FLOOR AREA 5-0" DIAMETER TURN AROUND SPACE ENLARGED PLAN REFERENCES 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 . 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. 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 DAK [N V ES"I'MEN'I'S 4199 CAMPUS DRIVE I RV I N E, CA 92612 PHONE NO. (714) 342-2502 w T_ L0 06 T_ 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�gTF OF CAS\ License Stamp BUILDING B TRASH CHUTE SECTIONS J Q H m D Cn U w U z Q J 1r n ILL N N O N 1 Ir- 00 0 BUILDING B TRASH ROOM SECTION SCALE: 1/4"=1'-0" I 1 COPYRIGHT BUILDING B A5-98 TYPICAL DOOR ELEMENTS DOOR SCHEDULE FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS" DOOR NOTES TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCUR DOOR FRAME A. PUBLIC USE & COMMON USE AREA DOORS AND GATES SEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION BOTTOM OF CLOS R o / HIGH VIEWPORT ** /d PUSH BUTTON * - - - - - ° o - - - - - - -LOW - ** W X 2 DEADBOLT X 0� Q \ HARDWARE o X VIEWPORT X Q uJ 2 � Lu Q o� Q Lu o z DOORSMOO_ ooLU 00 d BOTTOM i i Co M L l - - FIN FLR a 3 & 4 4 & 6 A-510 A-520 oz UJ d Of o XX ig� 2 m w z ¢ � Q REMARKS CBC CHAP 10, 11A DIV III AND 11 B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11B-404.2.3, 1126A.1.1) 4 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT AD-02.0 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8'h POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9) HARDWARE 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11 B-404.2.8.1) J U w _ U)Z Z v = a w ¢ CO z a w ¢ U) z DWELLING UNIT DOORS U1a A 3' 0" 6' 8" 1 3/4" SC SG WOOD SG 20 UNIT ENTRY DOOR U2a C 3' 0" 8' 0" 1 3/4" SC SG WOOD SG PATIO DOOR, TEMPERED GLAZING, DEAD BOLT, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUE U2b C 3' 0" 8' 0" 1 3/4" SC SG WOOD SG PATIO DOOR, TEMPERED GLAZING, INOPERABLE, MAX. 0.45 U VALUE, MAX. 0.23 SHGC VALUE KICK PLATE MAY OCCUR 16 GA MAX, ANY FOR ADDITIONAL INFORMATION SEE DETAILS U3a B 3'-01, 6-8" 1 3/8" HC SG WOOD SG BEDROOM, PRIVACY LOCK THRESHOLDS LCAVITIES CREATED SHALL BE CAPPED * REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS NO PROJECTIONS INTO ** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONE CLEAR OPENING BELOW 34" LOW AT ACCESSIBLE/ADAPTABLE DWELLING UNITS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN %AND Yz INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN''/z INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11 B-404.2.5) U4a B 3' 0" 6-8" 1 3/8" HC SG WOOD SG BATHROOM, PRIVACY LOCK U5a B T-0" 6'-8" 1 3/8" HC SG WOOD SG CLOSET, PASSAGE HARDWARE U6a D T-0" 6-8" 1 3/8" HC SG WOOD SG WASHER/DRYER CLOSET, PASSAGE HARDWARE B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8'/z POUNDS FOR EXTERIOR DOORS, 5 DOOR STYLES U6b D 2'-8" 6'-8" 1 3/8" HC SG WOOD SG WASHER/DRYER CLOSET, PASSAGE HARDWARE POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN U7a B 3' 0" 68" 1 3/8" HC SG WOOD SG COAT CLOSET, PASSAGE HARDWARE OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR U7b B 2'-10" 6-8" 1 3/8" HC SG WOOD SG COAT CLOSET, PASSAGE HARDWARE TOOL (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 ENTRANCE U7c B 2'-8" 6-8" 1 3/8" HC SG WOOD SG COAT CLOSET, PASSAGE HARDWARE DOOR. (1132A.10) 9. THRESHOLD - SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN INCH U8a E 10'-4" 6'-8" 1 3/8" HC SG WOOD SG BY-PASS, 4 PANELS U8b E 8' 0" 6' 8" 1 3/8" HC SG WOOD SG BY-PASS ' FOR SLIDING DOORS OR FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN 1/4AND 3/4 INCH SHALL BE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1) U8c E T-0" 6-8" 1 3/8" HC SG WOOD SG BY-PASS TEMP o o 0 GL o 0 o o 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) U8d E 6' 0" 68" 1 3/8" HC SG WOOD SG BY-PASS U8e E 5'-0" 6'-8" 1 3/8" HC SG WOOD SG BY-PASS 11. DOORS ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE U8f E 4'-0" 6'-8" 1 3/8" HC SG WOOD SG BY-PASS HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE THE OPENING HARDWARE A B C D E 12. LEVER -TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN'/2 INCH OF THE DOOR EXCEPT IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. ENTRY DOOR INTERIOR DOOR FRENCH DOOR LOUVERED DOOR BY-PASS DOOR 13. HARDWARE SHALL BE INSTALLED BETWEEN 34 MINIMUM TO 44 INCHES MAXIMUM ABOVE FINISHED FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED 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 BE PROVIDED 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 DOORS ASSEMBLIES SHALL BE SELF -CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS 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 AND CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR 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 MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN 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'/4 HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING % HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE -RESISTANCE -RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM El19 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING PROTECTIVES. LABELS 31. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH 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 OR TRADEMARK OF THE THIRD -PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER "S" ON THE FIRE RATED LABEL. 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL 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 THE THIRD -PARTY INSPECTION AGENCY. 35. GLAZING - FIRE -PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: "D-HORNH -TORNT-XXX" D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE -PROTECTION -RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION 37. 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 AND THRESHOLD 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) (INCLUDING FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 GLAZING PERFORMANCE GLAZING LOCATION U VALUE SHGC EXTERIOR DOORS .45 .23 BLDG A STOREFRONT .46 .22 BLDG B STOREFRONT .46 .22 DOOR STC RATINGS LIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND -RATED, PROVIDING A MINIMUM STC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT. TYPICAL DOOR OPENINGS DOOR ABBREVIATIONS 2-HR 1-HR X X X AL ALUMINUM P PAINT AD-XX AD-XX AD-XX / \ / X / AD-XX / \ X / \ AD-XX TEMP TEMP AN ANODIZED PASS PASSAGE AUTO AUTOMATIC CLOSING PB PUSH BUTTON ECA ELECTRONIC CONTROL ACCESS PFSF PRE -FINISHED STEEL FRAME F FACTORY PH PANIC HARDWARE FGL FIBERGLASS PR PAIR FF FACTORY FINISH PRIV PRIVACY LOCK FX FIXED S STAIN V GL GL / X L------J L------J \ AD XX X FIR FRENCH DOOR SC SOLID CORE GL GLASS SELF SELF CLOSING HC HOLLOW CORE SG SEMI -GLOSS PAINT HM HOLLOW METAL STRF STORE FRONT AD XX \ MA MASONITE TG TEMPERED GLASS MC MINERAL CORE TS TUBE STEEL UNIT FIRE DOOR X STOREFRONT DOOR AD XX DOOR MTL METAL WD WOOD N/R NON -RATED OCG OVERHEAD COILING GRILLE OCD OVERHEAD COILING DOOR 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 EI7 OAK INVES'1'1%,iEN'1'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF V_ O N Q U Q z Q Q z Q U) LU U) F_ NT w Ln Ln 06 T_ 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,yjT �G R No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF �F CAS\ License Stamp DWELLING UNIT DOOR SCHEDULE A7-00 z Q J U) Ir-n 0. ILL 0 N 1 Ir- C) 00 C) COPYRIGHT (C TYPICAL DOOR ELEMENTS DOOR SCHEDULE FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS" DOOR NOTES DOOR FRAME DOOR FRAME A. PUBLIC USE & COMMON USE AREA DOORS AND GATES TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCUR SEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION 0 BOTTOM OF CLOS R HIGH VIEWPORT ** ' PUSH BUTTO * ° - - - - Z / o - - ** &______� - DEADBOLT LOW Q HARDWARE 0 VIEWPORT X X w co w Q _ SMOO" z DOOR r- \ Mw � a BOTTOM / I �I LU iv FIN FLR a 3 & 4 4 & 6 A 510 A 520 MAY OCCUR 16 GA MAX, ANY FOR ADDITIONAL INFORMATION SEE DETAILS KICK PLATE CAVITIES CREATED SHALL BE CAPPED * REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS NO PROJECTIONS INTO ** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONE CLEAR OPENING BELOW 34" LOW AT ACCESSIBLE/ADAPTABLE DWELLING UNITS `�' 0 w o 0 0 0 XX 6 w w z } - m coSQ z U„ a Q REMARKS � 0 > I,, o 0 0 XX 6 w w z - m W z ¢ REMARKS CBC CHAP 10, 11A DIV III AND 11B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11B 404.2.3, 1126A.1.1) 4 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT AD02.0 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8 /z POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11B-404.2.9) HARDWARE 4. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11 B-404.2.8. 1) THRESHOLDS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN'/4 AND INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN'/z INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11 B-404.2.5) z 0 I- v 0 J W cn 2 � = w _ U) cn z Y v _ J a !Y ~ ¢ = � z J a !Y ~ ¢ = z 0 I- v W } u~i = o = _ U) z Y v a LU U) a LU U) BUILDING A DOORS BUILDING A DOORS � O 0 LL J U) 0� LL A101 RESTAURANT C T-0" PAIR 10' 0" AL FF AL FF DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS 0 w Z) z z � U � A316 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A102 STAIR A4 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP PANIC HARDWARE, CONTROLLED ACCESS A317 OF / CORRIDOR A PAIR 6-8 13/4" HM SGP HM SGP 60 Al03 RESTAURANT / STAIR A4 A T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A318 STAIR A3 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A104 CORRIDOR / STAIR A4 B 3' 0" 6' 8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A319 CORRIDOR FIRE WALL E T-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION Al Al05 RESTAURANT B 3 6'-8" - HM SGP HM SGP - DOUBLE SWING DOORS A320 OF / CORRIDOR A 2 PAIR 6' -8" 1 3/4" HM SGP HM SGP 60 A106 CORRIDOR / EXTERIOR C T-0" PAIR 8-0' AL FF AL FF PANIC HARDWARE, CONTROLLED ACCESS A321 STAIR A2 ACCESS B T-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE A107 TRASH ROOM D 16-0" 16-0" - - 0 0 A322 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 /2 POUNDS FOR EXTERIOR DOORS, 5 DOOR STYLES Al TRASH ROOM / CORRIDOR A T-0" 6'-8" 1 3/4" HM SGP HM SGP 90 CONTROLLED ACCESS A323 STAIR Al ACCESS B T-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE, CONTROLLED ACCESS INTO GARAGE A109 RESTAURANT /CORRIDOR A 3' 0" 68" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN 0 1/ OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO HAVE A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR A110 MPOE /CORRIDOR A 3' 0" 6' 8" 1 3l4" HM SGP HM SGP 60 ------�------�------� I I i I I I � i � i i i I I I I I 1 I I I �il \ 1 I I I 1 `1 i -- A I AI _____ I P i i i I ! 1 GL I I I ` I 1 � I Ll/I I o I ______J „ ______� � ______J = � TOOL (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 ENTRANCE DOOR. (1132A.10) 9. THRESHOLD SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN'/4 INCH FOR SLIDING DOORS OR FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN'/4 AND 3/4 INCH SHALL a BE BEVELED AT A MAXIMUM 50 /o. (1008.1.7, 1132A.4.1) 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) 11. DOORS ON AN ACCESSIBLE 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 REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST A111 TRASH VESTIBULE / CORRIDOR B T-0" 6'-8" 13/4" HM SGP HM SGP 60 Al12 CORRIDOR B 3'-0" PAIR 6-8"1 3/4" HM SGP HM SGP - CONTROLLED ACCESS Al 13 CORRIDOR B T-0" PAIR 6'-8" 1 3l4" HM SGP HM SGP 60 CONTROLLED ACCESS 0 0 LL = � A401 STAIR A4 ACCESS B 3'-0" 6-8"1 3l4" HM SGP HM SGP 90 PANIC HARDWARE Al 14 GARAGE / PUBLIC LOBBY D 16'-0" 8'-0" 180 CLOSES UPON FIRE ALARM ACTIVATION A402 UTILITY CLOSET A T-0" 6'-8" 13/4" HM SGP HM SGP 60 Al 15 GARAGE /PUBLIC LOBBY B T-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP A403 IDF /CORRIDOR A T-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 60 Al 16 PUBLIC LOBBY / LEASING C 3-0 PAIR 8'-0" - STEEL FF STEEL FF 60 CONTROLLED ACCESS A404 TRASH VESTIBULE B T-0" 6'-8" 13/4" HM SGP HM SGP 60 Al 17 PUBLIC LOBBY / RETAIL C T-0" PAIR 8'-0" STEEL FF STEEL FF 60 A405 HVAC CLOSET B T-0" 6'-8" 13/4" HM SGP HM SGP 60 A118 RETAIL C 3'-0" PAIR 10'0" AL FF AL FF DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS A406 CORRIDOR FIRE WALL E T-0" PAIR 6' 8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A B C FLUSH FLUSH WITH LIGHT STOREFRONT O TO OPERATE THE OPENING HARDWARE 12. LEVER -TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN''/2 INCH OF THE DOOR EXCEPT IN 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 FINISHED A119 RETAIL C 3'-0" PAIR 10' 0" AL FF AL FF DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS A407 GARAGE /CORRIDOR B 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 180 CONTROLLED ACCESS A120 LEASING C 3-0 PAIR 10'-0" AL FF AL FF CONTROLLED ACCESS, PANIC HARDWARE A408 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION SINGLE / PAIR SINGLE / PAIR SINGLE / PAIR FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED Al21 FITNESS A 3-0 PAIR 6'-8" I 13/4" HM I SGP HM SGP I A409 ELEVATOR 2 / CORRIDOR E T-6" T-0" I 13/4" HM SGP I HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. A122 STAIR A3 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS A410 OF / CORRIDOR A 3-0 PAIR 6-8" 13/4" HM SGP HM SGP 60 ----------------------i 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 BE A123 FITNESS / CORRIDOR C T-0" 8' 0" - STEEL FF STEEL FF 60 CONTROLLED ACCESS A411 STAIR A3 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE r--------------------� I MAGNETIC HOLD OPEN & DOOR CLOSER. I I I I VERIFY DEPTH & ARM EXTENTIONS. INSTALL SHIMS AS REQUIRED @ DOOR EDGE IS 90° TO ' FRAME WHEN DOOR IS HELD OPEN. / \ DOOR FACE TO BE FLUSH W/ FINISH @ \ ADJACENT WALLS WHEN DOORS ARE IN THE PROVIDED 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 DOORS ASSEMBLIES SHALL BE SELF -CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. 19. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. A124 STAIR A3 ACCESS B T-0" 6-8" 13/4" HM I SGP HM SGP I 90 PANIC HARDWARE A412 CORRIDOR FIRE WALL E 3-0 PAIR 6'-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A125 LOBBY / EXTERIOR C 3-0 PAIR 8'-0" - AL FF AL FF - PANIC HARDWARE, CONTROLLED ACCESS A413 OF / CORRIDOR A 2-6 PAIR 6'-8" 13/4" HM SGP HM SGP 60 A126 LOBBY / LEASING C T-0" 8'-0" - STEEL FF STEEL FF 60 CONTROLLED ACCESS A414 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE OPEN POSITION. 20. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND PANIC BARS @ PUSH SIDE OF DOOR RECESSED &INTEGRAL WITH DOOR PROTRUDING MAX. 1/8" \ / WHEN THE DOOR IS IN THE OPEN POSITION LEVER HARDWARE ON HOLD OPEN SIDE OF DOOR. D E CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND A127 CORRIDOR FIRE WALL E 3 PAIR 6'-8" 1 3/4" HM SGP HM SGP 180 UPON FIRE ALARM ACTIVATION DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES A415 STAIR A2 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE Al28 GARAGE / PARCEL ROOM A T-0" 6-8" 13/4" HM SGP HM SGP 60 A416 STAIR Al ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE, CONTROLLED ACCESS INTO GARAGE A129 CORRIDOR FIRE WALL E 3'-0" PAIR 6'-8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A130 ELECTRICAL ROOM / CORRIDOR A T-0" 6'-8" 1 3/4" HM SGP HM SGP 60 PANIC HARDWARE OVERHEAD COILING DOOR FIRE DOOR FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B SINGLE / PAIR Al31 ELECTRICAL ROOM / EXTERIOR A 4'4" 8'-0" 13/4" HM SGP HM SGP - PANIC HARDWARE A501 STAIR A4 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES 0 O U_ WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS A132 OF / CORRIDOR A 2 PAIR 6'-8" 13/4" HM SGP HM SGP 60 A502 UTILITY CLOSET A T-0" 6'-8" 13/4" HM SGP HM SGP 60 A133 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A503 OF / CORRIDOR A 3 PAIR 6'-8" 13/4" HM SGP HM SGP 60 o A134 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE U_ A504 TRASH VESTIBULE B T-0" 6-8" 13/4" HM SGP HM SGP 60 SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR 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 MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED WHEN 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'/4 HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING'/ HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE Al35 STAIR A2 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP PANIC HARDWARE, CONTROLLED ACCESS A505 ELECTRICAL CLOSET A T-0" PAIR 6-8" 13/4" HM SGP HM SGP 60 A136 GARAGE D 20'-0" 9'-0" - - CONTROLLED ACCESS A506 ELECTRICAL CLOSET A T-0" PAIR 6'-8" 13/4" HM SGP HM SGP 60 A137 FIRE PUMP ROOM / GARAGE A T-0" PAIR 6'-8" 13/4" HM SGP HM SGP 60 A507 ELECTRICAL CLOSET A T-0" 6'-8" 13/4" HM SGP HM SGP 60 A138 BOOSTER PUMP ROOM / GARAGE A 3' 0" PAIR 6-8"1 3/4" HM SGP HM SGP 60 A508 CORRIDOR FIRE WALL E 3' 0" PAIR 6-8"1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A139 GARAGE B T-0" 6'-8" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS A509 GARAGE / CORRIDOR B T-0" 6-8" 13/4" HM SGP HM SGP 180 CONTROLLED ACCESS INSTALLED WITH FIRE -RESISTANCE -RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH ASTM E119 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING A140 BIKE ROOM / GARAGE B T-0" 6-8" 13/4" HM SGP HM SGP CONTROLLED ACCESS A510 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION F G PROTECTIVES. LABELS A141 GARAGE D 23'-0" 9'-0" CONTROLLED ACCESS A511 ELEVATOR 2 / CORRIDOR E T-6" T-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION GATE LOUVERED DOOR 31. FIRED OORA SSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. A142 GARAGE F T-0" 6'-8" - PANIC HARDWARE, CONTROLLED ACCESS A512 OF / CORRIDOR A T-O" PAIR 6-8" 13/4" HM SGP HM SGP 60 32. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR A143 STAIR Al ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A513 STAIR A3 ACCESS B 3' 0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE TRADEMARK OF THE THIRD -PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED A144 STAIR Al DISCHARGE B 3' 0" 8' 0" 1 3/4" HM SGP HM SGP PANIC HARDWARE, CONTROLLED ACCESS INTO STAIR FROM EXTERIOR A514 CORRIDOR FIRE WALL E T-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER "S" ON THE FIRE RATED LABEL. A515 OF /CORRIDOR A 2'-6 PAIR 6' 8" 1 3/4" HM SGP HM SGP 60 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR A516 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE SHALL 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 THE A201 STAIR A4 ACCESS B 3'-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A517 STAIR A2 ACCESS B 3' 0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE THIRD -PARTY INSPECTION AGENCY. O O J 35. GLAZING - FIRE -PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: A202 UTILITY CLOSET A 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 60 A203 POOL EQUIPMENT A 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 60 LL 0 z 0 0 w "D- HORNH -TORNT-XXX" D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE -PROTECTION -RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION 37. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION. A204 TRASH VESTIBULE B T-0" 6-8" 13/4" HM SGP HM SGP 60 0 O U_ = x A601 STAIR A4 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A205 STORAGE ROOM B 3' 0" 6' 8" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS A602 UTILITY CLOSET A 3' 0" 6' 8" 13/4" HM SGP HM SGP 60 A206 STORAGE CLOSETS A 3'-0" 6-8" 13/4" HM SGP HM SGP - DOOR OCCURS MULTIPLE TIMES 1 A603 OF / CORRIDOR A 3-0 PAIR 6'-8" 13/4" HM SGP HM SGP 60 A207 STORAGE ROOM B T-0" 6-8" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS A604 TRASH VESTIBULE B T-0" 6-8" 13/4" HM SGP HM SGP 60 A208 CORRIDOR B 3'-0" 6-8" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS A605 CORRIDOR FIRE WALL E 3'-0" PAIR 6'-8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES I UPON FIRE ALARM ACTIVATION A209 BREAK ROOM B 3'-0" 6'-8" 13/4" HM SGP HM SGP - W A606 STORAGE A 3-0 PAIR 6-8" 13/4" HM SGP HM SGP 60 38. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED. 39. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND A210 MAINTENANCE B T-0" 6-8" 13/4" HM SGP HM SGP A607 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION THRESHOLD FLASHING SYSTEMS. 40. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. A211 COMMON OPS B T-0" 6-8" 13/4" HM SGP HM SGP A608 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION 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) (INCLUDING A212 SHARED GOODS B T-0" 6-8" 13/4" HM SGP HM SGP A609 OF / CORRIDOR A 3 0 PAIR 6-8" 13/4" HM SGP HM SGP 60 FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 A213 GARAGE / CORRIDOR B T-0" 6'-8" 13/4" HM SGP HM SGP 180 CONTROLLED ACCESS A610 STAIR A3 ACCESS B 3'-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A214 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A215 ELEVATOR 2 / CORRIDOR E T-6" 7'-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION GLAZING PERFORMANCE A216 OF /CORRIDOR A PAIR 6-8" 1 3/4" HM SGP HM SGP 60 � A701 ROOF DECK C 3'-0" 6-8" 13/4" AL FF AL FF - CONTROLLED ACCESS 0 GLAZING LOCATION U VALUE SHGC A217 YOGA STUDIO C T-0" 6'-8" - STEEL FF STEEL FF 60 CONTROLLED ACCESS, PANIC HARDWARE A702 STAIR A4 ACCESS A 3'-0" 6'4" 13/4" HM SGP HM SGP O A218 STAIR A3 ACCESS B 3'-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE LL I.- z LJ,J i LLI A703 STAIR A4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE EXTERIOR DOORS 45 .23 A219 CORRIDOR FIRE WALL E 3'-0" PAIR 6-8"1 3l4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A704 UTILITY CLOSET A 3'-0" 6'-8" 13/4" HM SGP HM SGP 60 BLDG A STOREFRONT .46 .22 A220 CORRIDOR FIRE WALL E 3-0 PAIR 6-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A705 IDF / CORRIDOR A 3-01. PAIR 6-8" 13/4" HM SGP HM SGP 60 A221 IDF/CORRIDOR A 2-6 PAIR 6'-8" 13/4" HM SGP HM SGP 60 A706 TRASH VESTIBULE B T-0" 6-8" 13/4" HM SGP HM SGP 60 BLDG B STOREFRONT 46 .22 A222 STAIR A2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A707 CORRIDOR FIRE WALL E 3 PAIR 6'-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION U) A223 STAIR Al ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANICHARDWARE, CONTROLLED ACCESS INTO A708 STORAGE A PAIR 6-8" 13/4" HM SGP HM SGP 60 DOOR STC RATINGS A709 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A710 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION LIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND -RATED, PROVIDING A MINIMUM STC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT. 0 O LL A301 STAIR A4 ACCESS B 3'-0" 8'-0" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A711 OF / CORRIDOR A 3-0 PAIR 6'-8" 13/4" HM SGP HM SGP 60 TYPICALDOOR OPENINGS A302 STAIR A4 ACCESS B 3'-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A712 STAIR A3 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE A303 UTILITY CLOSET A 3'-0" 6-8" 13/4" HM SGP HM SGP 60 DOOR ABBREVIATIONS 2-HR 1-HR A304 OF /CORRIDOR A PAIR 6'-8" 13/4" HM SGP HM SGP 60 X X X AD-XX AD-XX AD-XX / \ El El X AD XX / \ / AD XX TEMP TEMP = A305 TRASH VESTIBULE B T-0" 6-8" 13/4" HM SGP HM SGP 60 AL ALUMINUM P PAINT AN ANODIZED PASS PASSAGE AUTO AUTOMATIC CLOSING PB PUSH BUTTON ECA ELECTRONIC CONTROL ACCESS PFSF PRE -FINISHED STEEL FRAME F FACTORY PH PANIC HARDWARE FGL FIBERGLASS PR PAIR FF FACTORY FINISH PRIV PRIVACY LOCK FX FIXED S STAIN A306 CLUBHOUSE B T-0" 6'-8" 13/4" HM SGP HM SGP 60 PANIC HARDWARE, CONTROLLED ACCESS A307 ELECTRICAL CLOSET A T-0 PAIR 6' 8" 1 3/4" HM SGP HM SGP 60 A308 ELECTRICAL CLOSET A PAIR 6'-8" 13/4" HM SGP HM SGP 60 - r GL GL / X L------J L------J AD-XX X / X AD-XX �` / AD-XX V i A309 ELECTRICAL CLOSET A 3'-0" 6'-8" 13/4'. HM SGP HM SGP 60 FR FRENCH DOOR SC SOLID CORE GL GLASS SELF SELF CLOSING HC HOLLOW CORE SG SEMI -GLOSS PAINT HM HOLLOW METAL STRF STORE FRONT MA MASONITE TG TEMPERED GLASS A310 CORRIDOR FIRE WALL E 3-0 PAIR 6'-8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A311 WOMENS RESTROOM G 3'-0" 8'-0" 13/4" HM SGP HM SGP UNIT FIRE DOOR X STOREFRONT DOOR AD XX DOOR MC MINERAL CORE TS TUBE STEEL MTL METAL WD WOOD N/R NON -RATED OCG OVERHEAD COILING GRILLE A312 JANITOR CLOSET G 3'-0" 8'-0" 13/4" HM SGP HM SGP A313 MENS RESTROOM G 3'-0" 8'-0" 1 3/4" HM SGP HM SGP OCD OVERHEAD COILING DOOR A314 GARAGE / CORRIDOR B T-0" 6-8" 13/4" HM SGP HM SGP 180 CONTROLLED ACCESS A315 ELEVATOR 1 / CORRIDOR E T-6" 7'-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION 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 INV STNAEN I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N Q U Q z Q Q z a U) LU U) w LO LO 06 r 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 ARcy'lTF io NJDATE REAUG�Q- OF C A� License Stamp BUILDING A DOOR SCHEDULE BUILDING A A7-1 N C) N 1 r C) 00 C) COPYRIGHT (2) TYPICAL DOOR ELEMENTS DOOR SCHEDULE FOR DETAILS- SEE "DOOR STYLES" & "TYPICAL DOOR DETAILS" DOOR NOTES DOOR FRAME DOOR FRAME A. PUBLIC USE & COMMON USE AREA DOORS AND GATES TYPICAL LOCATION OF DOOR AND GATE ELEMENTS IF THEY OCCUR SEE DOOR STYLES FOR SPECIFIC DOOR ELEVATION 0 BOTTOM OF CLOS R HIGH VIEWPORT ** PUSH BUTTO * ° - - - - Z ** ________� - DEADBOLT LOW X Q HARDWARE w X VIEWPORT x Q w g °ti° w - SMOOTH \ �� X ? DOOR 'T00 w � 11 It -4. BOTTOM I I FIN FLR co a 3 & 4 4 & 6 A-510 A 520 KICK PLATE MAY OCCUR 16 GA MAX, ANY FOR ADDITIONAL INFORMATION SEE DETAILS CAVITIES CREATED SHALL BE CAPPED * REQUIRED AT ACCESSIBLE/ADAPTABLE DWELLING UNITS NO PROJECTIONS INTO ** IF PROVIDED INSTALL TWO VIEWPORTS ONE HIGH ONE CLEAR OPENING BELOW 34" LOW AT ACCESSIBLE/ADAPTABLE DWELLING UNITS � 0 w o z p 0 XX w w tr 1--o U_ z - m `n �„ ¢ ¢ � REMARKS � 0 > w 0Y z 0 0 XX 65' w w w z - m z ¢ � REMARKS CBC CHAP 10, 11A DIV III AND 11B DIV IV GATES SHALL COMPLY WITH THESE NOTES AS REQUIRED FOR DOORS. OPENING CLEARANCE 1. ALL ENTRANCE AND EXIT DOORS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES FROM ITS CLOSED POSITION, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. (1008.1.1, 11 B-404.2.3, 1126A.1.1) 4 2. FOR ACCESSIBLE DOOR CLEARANCES REQUIREMENTS, SEE EFFORT AD02.0 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR PUBLIC EXTERIOR DOORS, 8'/2 POUNDS FOR COMMON AREA EXTERIOR DOORS, 5 POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. (1008.1.3, 1126A.4, 11 B-404.2.9) HARDWARE DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO APPOINT 3 INCHES FROM THE LATCH. (1126A.4.1, 11 B-404.2.8.1) THRESHOLDS 5. THRESHOLD - LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. CHANGES IN HEIGHT BETWEEN'/4 AND INCH SHALL BE BEVELED AT A MAXIMUM 50%. CHANGES IN LEVEL GREATER THAN'/2 INCH SHALL BE RAMPED. (1008.1.7, 1126A.2.1, 11 B-404.2.5 ) z 0 v o J W } cn 2 = ,,, _ CO cn z Y v _ H J a � ~ ¢ _ z J a ~ ¢ _ z 0 � v W c~n = o � = _ U) Z Y v Q Of _ C Q 0 _ N U_ BUILDING B DOORS BUILDING A DOORS O O J U_B104 � B101 STAIR B3 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP PANIC HARDWARE, CONTROLLED ACCESS O J � = F___B505 �_ LL B501 STAIR B3 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE B102 STAIR B3 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE B502 IDF A T-0" 6'-8" 13/4" HM SGP HM SGP 60 B103 MPOE / CORRIDOR A T-0" 6-8" 13/4" HM SGP HM SGP 60 B503 ROOF ACCESS ROOM A T-0" 6'-8" 13/4" HM SGP HM SGP 60 TRASH ROOM D 16' 0" 16' 0" 6504 STORAGE A 3-0 PAIR 6' 8" 1 3/4" HM SGP HM SGP 60 B105 TRASH ROOM A T-0" PAIR 6'-8" 13/4" HM SGP HM SGP 180 CONTROLLED ACCESS TRASH VESTIBULE B T-0" 6'-8" 13/4" HM SGP HM SGP 180 B106 STORAGE A 3 PAIR 6'-8" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS B506 CORRIDOR FIRE WALL E 3 PAIR 6'-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION B107 TRASH VESTIBULE / CORRIDOR B 3'4" 6'4" 13/4" HM SGP HM SGP 180 B507 ELEVATOR MACHINE ROOM A 3'-0" 6-8" 13/4" HM SGP HM SGP 60 B. DWELLING UNIT DOORS PRIMARY ENTRANCE DOOR INTO AND DOORS WITHIN INDIVIDUAL DWELLING UNITS 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8'/2 POUNDS FOR EXTERIOR DOORS, 5 DOOR STYLES B108 CORRIDOR FIRE WALL E T-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION B508 ELEVATOR 2 /CORRIDOR E 3'6" 7' 0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION POUNDS FOR INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS. 7. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS IN GROUP R OCCUPANCIES HAVING AN B109 CORRIDOR /EXTERIOR C 3'-0" PAIR 8 0" AL FF AL FF CONTROLLED ACCESS B509 ELEVATOR 1 /CORRIDOR E 3' 6" 7' 0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION OCCUPANT 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 OR B110 OF /CORRIDOR A 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 60 B510 STAIR B4 ACCESS B 3' 0" 6' 8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE TOOL (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 ENTRANCE B111 STAIR B4 ACCESS B 3'4" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE B511 CORRIDOR FIRE WALL E 3 -0 PAIR 6-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ------� DOOR. (1132A.10) 9. THRESHOLD SECONDARY EXTERIOR DOORS OF DWELLING UNITS SHALL BE NO HIGHER THAN INCH B112 STAIR B4 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS B512 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE \ i I I I I I I I I ' I I I I I I I I \I ° I I I \ L_� All c it I�B115 ----- �__-- � I a FOR SLIDING DOORS OR /2" FOR OTHER DOORS. CHANGES IN HEIGHT BETWEEN 1/4AND 3/4 INCH SHALL BE BEVELED AT A MAXIMUM 50%. (1008.1.7, 1132A.4.1) 10. ENTRANCE DOORS FROM INTERIOR CORRIDORS TOGETHER WITH THEIR PERIMETER SEALS SHALL HAVE A LABORATORY STC RATING OF NOT LESS THAN 26. SUCH TESTED DOORS SHALL OPERATE NORMALLY WITH COMMERCIALLY AVAILABLE SEALS UNLESS OTHERWISE REQUIRED BY AN ACOUSTICAL REPORT. (1207.7) B1 13 MAILROOM /CORRIDOR B T-0" PAIR 6' 8" 13/4" HM SGP HM SGP 180 B114 MAILROOM / GARAGE B T-0" PAIR 6'-8" 13/4" HM SGP HM SGP 60 CONTROLLED ACCESS PARCEL ROOM A T-0" 6'-8" 13/4" HM SGP HM SGP B116 CORRIDOR / EXTERIOR C 3 PAI R 8' 0" - AL FF AL FF - PANIC HARDWARE, CONTROLLED ACCESS AMP I I i I , I GL , I \ I I I I L - ---- JI \ TT I \ /_____J \ /_____J � � /J 11. DOORS ON AN ACCESSIBLE 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 REQUIRING THE ABILITY TO GRASP, TIGHT PINCHING OR TWISTING OF THE WRIST B117 ELECTRICAL ROOM / CORRIDOR A T-0" 6'-8" 13/4 HM SGP HM SGP 60 PANIC HARDWARE B118 ELECTRICAL ROOM / EXTERIOR A 4'-0" 8'-0" 1 3/4" HM SGP HM SGP - PANIC HARDWARE TO OPERATE THE OPENING HARDWARE LEVER -TYPE HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN'/2 INCH OF THE DOOR EXCEPT B119 CORRIDOR FIRE WALL E 3-0 PAIR 6'-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION A B C12. FLUSH FLUSH WITH LIGHT STOREFRONT IN 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 FINISHED B120 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE SINGLE / PAIR SINGLE / PAIR SINGLE / PAIR FLOOR. 14. EGRESS DOORS IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED PROVIDED B121 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE, CONTROLLED ACCESS THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE. B122 STAIR B1 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS 15. EGRESS DOORS - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. r---------------------- 7 16. FIRE DOORS AND BOTH LEAVES OF PAIRS OF SIDE HINGED SWINGING FIRE DOORS SHALL BE B123 GARAGE D 20'-0" 9'-0" CONTROLLED ACCESS Ir MAGNETIC HOLD OPEN & DOOR CLOSER. VERIFY DEPTH & ARM EXTENTIONS. INSTALL PROVIDED 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 DOORS B124 FIRE PUMP ROOM / GARAGE A 3-0 PAIR 6-8" 13/4" HM SGP HM SGP 60 SHIMS AS REQUIRED @ DOOR EDGE IS 90° TO \' \ FRAME WHEN DOOR IS HELD OPEN. DOOR FACE TO BE FLUSH W/ FINISH @ \ ADJACENT WALLS WHEN DOORS ARE IN THE ASSEMBLIES SHALL BE SELF -CLOSING IN ACCORDANCE WITH NFPA 80 18. SMOKE ACTIVATED DOORS - AUTOMATIC CLOSING DOORS SHALL CLOSE BY THE ACTUATION OF SMOKE DETECTORS IN ACCORDANCE WITH SECTION 907.3 OR BY LOSS OF POWER. 19. INSTALL DOOR HARDWARE IN COMPLIANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. B125 BOOSTER PUMP ROOM / GARAGE A 3-0 PAIR 6-8" 13/4" HM SGP HM SGP 60 B126 GARAGE B T-0" 6-8" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS OPEN POSITION. 20. PROTECT ALL THRESHOLDS COMPONENTS FROM DIRECT CONTACT WITH DISSIMILAR METALS AND PANIC BARS @ PUSH SIDE OF DOOR RECESSED \ \ \ & INTEGRAL WITH DOOR PROTRUDING MAX. 1/8" WHEN THE DOOR IS IN THE OPEN POSITION CORROSIVE MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. 21. DOORS ON AN ACCESSIBLE ROUTE: THE BOTTOM 10 INCHES MINIMUM OF ALL DOORS AND OR GATES SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY B127 BIKE ROOM / GARAGE B 3'4" 6-8" 13/4" HM SGP HM SGP - CONTROLLED ACCESS LEVER HARDWARE ON HOLD OPEN SIDE OF B128 STAIR B2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. DOOR. 22. GLAZING IN DOORS SHALL COMPLY WITH SAFETY GLAZING (2406) RATINGS B129 STAIR B2 DISCHARGE B T-0" 8'-0" 13/4" HM SGP HM SGP - PANIC HARDWARE, CONTROLLED ACCESS 23. FIRE DOOR ASSEMBLIES THAT ARE SIDE HINGED OR PIVOTED SWINGING SHALL BE TESTED IN D E ACCORDANCE WITH NFPA 252 OR UL 10C. 24. FIRE DOOR ASSEMBLIES WITH OTHER TYPES OF DOORS INCLUDING SWINGING ELEVATOR DOORS AND OVERHEAD COILING DOOR FIRE DOOR FIRE SHUTTER ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL10B SINGLE / PAIR 25. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS HAVING A FIRE RESISTANCE RATING IN B201 STAIR B3 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE ACCORDANCE WITH TABLE 715.4 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C O WITHOUT THE HOSE STREAM TEST. 26. SMOKE AND DRAFT CONTROL - FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE B202 OF A T-0" 6-8" 13/4" 1 HM SGP HM SGP 60 J PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN A CORRIDOR OR SMOKE BARRIER WALLS SHALL MEET THE REQUIREMENTS FOR SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES TESTED IN ACCORDANCE WITH UL 1784 B203 STORAGE A 3 PAIR 6'-8" 13/4" HM SGP HM SGP 60 0 z O B204 TRASH VESTIBULE B 3'4" 6-8" 13/4" HM SGP HM SGP 180 27. GLAZING IN DOOR ASSEMBLY - IN 20 MINUTE FIRE DOOR ASSEMBLY, THE GLAZING MATERIAL IN THE DOOR 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 MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 F DEGREES. THIS IS NOT REQUIRED B205 CORRIDOR FIRE WALL E T-0" PAIR 6-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ° U �J,J U) B206 OF A T-0" 6'-8" 13/4" HM SGP HM SGP 60 WHEN 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'/4 HOUR FIRE PROTECTION RATING OR LESS IS REQUIRED. WHERE A FIRE PROTECTION RATING EXCEEDING % HOUR IS REQUIRED FIRE DOOR FRAMES WITH TRANSOM LIGHTS, SIDELIGHTS OR BOTH SHALL BE INSTALLED WITH FIRE -RESISTANCE -RATED GLAZING TESTED AS AN ASSEMBLY IN ACCORDANCE WITH B207 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION B208 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION ASTM El19 OR UL 263. 30. DOORS THAT ARE PART OF A FIRE RATED WALL ASSEMBLY SHALL COMPLY WITH OPENING B209 GARAGE / CORRIDOR C T-0" PAIR 6-8" 13/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS F G PROTECTIVES. LABELS B210 STAIR B4 ACCESS B 3'-0" 6'-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE GATE LOUVERED DOOR 31. FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. B211 CORRIDOR FIRE WALL E 3'4" PAIR 6'-8" 13/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION 32. FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER, THE NAME OR B212 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE TRADEMARK OF THE THIRD -PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS THE MAXIMUM B213 STAIR B2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE TRANSMITTED TEMPERATURE END POINT. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED AND FACTORY APPLIED. SMOKE AND DRAFT CONTROL DOORS COMPLYING WITH UL 1784 SHALL SHOW THE LETTER "S" ON THE FIRE RATED LABEL. 33. OVERSIZED FIRE DOORS SHALL BEAR AN OVERSIZED FIRE DOOR LABEL BY AN APPROVED AGENCY OR SHALL 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 THE B301 STAIR B3 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE THIRD -PARTY INSPECTION AGENCY. O O J Q 35. GLAZING - FIRE -PROTECTION- RATED GLAZING SHALL BEAR A LABEL OR OTHER IDENTIFICATION SHOWING THE NAME OF THE MANUFACTURER, THE TEST STANDARD AND THE FOLLOWING FOUR PART IDENTIFICATION ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING. THE LABEL SHALL BEAR THE FOLLOWING FOUR PART IDENTIFICATION: "D- HORNH -TORNT -XXX" D INDICATES THE GLAZING SHALL BE USED IN FIRE DOORS PER NFPA 252 B302 OF A 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 60 B303 STORAGE A 3 -0 PAIR 6' 8" 1 3/4" HM SGP HM SGP 60 B304 TRASH VESTIBULE B 3' 0" 6' 8" 1 3/4" HM SGP HM SGP 180 B305 CORRIDOR FIRE WALL E 3'-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION H OR NH INDICATES THE GLAZING MEETS OR DOES NOT MEET THE HOSE STREAM TEST T OR NT INDICATES THE GLAZING MEETS OR DOES NOT MEET THE TEMPERATURE REQUIREMENTS XXX INDICATES THE FIRE -PROTECTION -RATING PERIOD IN MINUTES. 36. EXTERIOR DOORS SHALL BE INSTALLED BEARING MANUFACTURER'S CERTIFICATE OF COMPLIANCE B306 OF A T-0" 6-8" 13/4" HM SGP HM SGP 60 B307 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION WITH SPECIFIED THERMAL AND ACOUSTICAL REQUIREMENTS. WEATHERIZATION B308 ELEVATOR 1 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION 37. DOORS SHALL HAVE ALL SIX SIDES FACTORY PRIMED OR SEALED AFTER HARDWARE PREPARATION. RESEAL ALL SURFACES IMMEDIATELY AFTER INSTALLATION. B309 GARAGE / CORRIDOR C 3 -0 PAIR 6-8" 13/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS 38. EXTERIOR DOORS SHALL BE INSULATED AND FULLY WEATHER STRIPPED. 39. REFER TO REFERENCED DETAILS OF EXTERIOR DOORS FOR INTEGRATION WITH EXTERIOR WALL AND B310 STAIR B4 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE THRESHOLD FLASHING SYSTEMS. 40. INSULATE SHIM CAVITY AROUND EXTERIOR DOORS WITH LOW EXPANSION FOAM. B311 CORRIDOR FIRE WALL E 3-0 PAIR 6'-8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION 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) (INCLUDING B312 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE FOOD STORAGE ROOMS) AND TOILET ROOM(S). SECTION 302.6 B313 STAIR B1 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE B314 STAIR B2 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE GLAZING PERFORMANCE GLAZING LOCATION U VALUE SHGC B401 STAIR B3 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE B402 OF A T-0" 6'-8" 13/4" HM SGP HM SGP 60 EXTERIOR DOORS .45 .23 O J � B403 STORAGE A 3 PAIR 6'-8" 13/4" HM SGP HM SGP 60 BLDG A STOREFRONT .46 .22 B404 TRASH VESTIBULE B T-0" 6-8" 1 3/4" HM SGP HM SGP 180 B405 CORRIDOR FIRE WALL E 3-0 PAIR 6'-8" 13/4" HM SGP I HM SGP I 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION BLDG B STOREFRONT .46 .22 B406 OF A T-0" 6'-8" 13/4" HM SGP HM SGP 60 O �I B407 ELEVATOR 2 / CORRIDOR E T-6" T-0" 13/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION DOOR STC RATINGS B408 ELEVATOR 1 / CORRIDOR E T-6" T-0" 1 3/4" HM SGP HM SGP 90 MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION LIVING UNIT ENTRY DOORS AND PATIO DOORS SHALL BE SOUND -RATED, PROVIDING A MINIMUM STC RATING WHEN IN THE CLOSED POSITION. IN ACCORDANCE WITH THE ACOUSTICAL REPORT. B409 GARAGE / CORRIDOR C 3-0 PAIR 6'-8" 13/4" STEEL FF STEEL FF 180 CONTROLLED ACCESS B410 STAIR B4 ACCESS B T-0" 6-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE TYPICALDOOR OPENINGS B411 CORRIDOR FIRE WALL E 3'-0" PAIR 6' 8" 1 3/4" HM SGP HM SGP 180 DUAL EGRESS, MAGNETIC HOLD OPEN, CLOSES UPON FIRE ALARM ACTIVATION B412 STAIR B1 ACCESS B 3'4" 6-8" 1 3/4" HM SGP HM SGP 90 PANIC HARDWARE DOOR ABBREVIATIONS B413 STAIR B1 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 180 PANIC HARDWARE 2-HR 1-HR X X X B414 STAIR B2 ACCESS B T-0" 6'-8" 13/4" HM SGP HM SGP 90 PANIC HARDWARE AL ALUMINUM P PAINT AD-XX AD-XX AD-XX / \ _ ❑ ❑ _ X / AD XX X AN ANODIZED PASS PASSAGE AUTO AUTOMATIC CLOSING PB PUSH BUTTON ECA ELECTRONIC CONTROL ACCESS PFSF PRE -FINISHED STEEL FRAME F FACTORY PH PANIC HARDWARE FGL FIBERGLASS PR PAIR AD-XX TEMP TEMP FF FACTORY FINISH PRIV PRIVACY LOCK FX FIXED S STAIN GL GL X '------J '------J AD-XX X X \ AD-XX FIR FRENCH DOOR SC SOLID CORE GL GLASS SELF SELF CLOSING HC HOLLOW CORE SG SEMI -GLOSS PAINT HM HOLLOW METAL STRF STORE FRONT AD-XX MA MASONITE TG TEMPERED GLASS MC MINERAL CORE TS TUBE STEEL UNIT ARE DOOR X STOREFRONT DOOR AD-XX DOOR MTL METAL WD WOOD N/R NON -RATED OCG OVERHEAD COILING GRILLE OCD OVERHEAD COILING DOOR 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 INVES'FINAEM'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF LO T_ L0 015 T_ 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� ko * No. C29795 RENEWAL DATE AUGUST 31, 2023 IT �F CAS\ License Stamp BUILDING B DOOR SCHEDULE BUILDING A7�20 B Z Q ^J L`L W 1 0. ILL N C) N 1 r 00 II COPYRIGHT V WINDOW TYPES - DWELLINGS WINDOW SCHEDULE WINDOW NOTES 1. RESCUE WINDOWS SHALL COMPLY WITH CBC SECTION 1029. SYM WIDTH HEIGHT TYPE FRAME FINISH GLAZING LOCATION REMARKS 2. TEMPERED GLASS SHALL BE PROVIDED WHERE SPECIFIED IN THIS SCHEDULE AND ON THE BUILDING, UNIT OR OTHER ENLARGED FLOOR PLANS. 6'-0" - 0 in 6'-0" - 0 o in o C° `° 6'-0" _ o r> `9 6-0" _ o M `9 6 -0' '-2 1/2" HEADER HEIGHT q 3. EXTERIOR GLASS SHALL BE CLEAR DUAL PANE LOW-E WITH MAXIMUM 0.46 U-VALUE & MAXIMUM 0.22 SHGC VALUE AS REQUIRED BY THE TITLE 24 REPORT. 4. INTERIOR GLASS SHALL BE SINGLE PANE, CLEAR. 5. TINTED GLASS TO BE NON -REFLECTIVE (NO -MIRROR-LIKE TINTS OR FILMS). CO � 0 6'-0" 6'-0" W1 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 6 0 x5 0 SLIDING OVER 6 0 x1 0 FIXED © 6'-0" 6'-0" W2 VINYL DARK BRONZE LOW-E DUAL PANE 6'0"x5'0" FIXED OVER 6'0"x1'O" FIXED 06 � © 6'-0" 6'-0" W3 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, ARCHED TOP CASEMENT OVER 6'0"x1'O" FIXED U) Ur 0 6'-0" 6'-0" W4 VINYL DARK BRONZE LOW-E DUAL PANE ARCHED TOP FIXED OVER 6'0"x1'O" FIXED Z J 0 6 -0 5 -0 W5 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW I j OF 4'-0" 6'-0" W6 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 4'0"x5'0" CASEMENT OVER 4'0"x1'O" FIXED 0 0 0 o 00 _9 C) © 4'-0" 6'-0" W7 VINYL DARK BRONZE LOW-E DUAL PANE 4'0"x5'0" FIXED OVER 4'0"x1'O" FIXED . FLR OO 4'-0" 6'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, CASEMENT W1 W2 W3 W4 W5 0 3'-0" 6'-0" W6 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, 3'0"x5'0" CASEMENT OVER 4'0"x1'O" FIXED SLIDING FIXED BELOW FIXED ARCHED TOP CASEMENT FIXED BELOW ARCHED TOP FIXED SLIDING 0 3'-0" 6'-0" W7 VINYL DARK BRONZE LOW-E DUAL PANE 3'0"x5'0" FIXED OVER 3'0"x1'O" FIXED SAFETY G LAZ I N G * WINDOW MAY BE REVERSED. * WINDOW MAY BE REVERSED. * WINDOW MAY BE REVERSED. © 3'-0" 6'-0" W9 VINYL DARK BRONZE LOW-E DUAL PANE FIXED SEE BUILDING ELEVATIONS FOR CORRECT ORIENTATION. SEE BUILDING ELEVATIONS FOR CORRECT ORIENTATION. SEE BUILDING ELEVATIONS FOR CORRECT ORIENTATION. ® 3'-0" 5'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE CASEMENT EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE 0 3'-0" 6'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE CASEMENT MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. © 2'-6" 5'-0" W9 VINYL DARK BRONZE LOW-E DUAL PANE FIXED SAFETY GLAZING SHALL BE PROVIDED IN HAZARDOUS LOCATIONS. ® 6'-0" 6'-0" W1 VINYL DARK BRONZE LOW-E DUAL PANE EGRESS WINDOW, PAIR 3'0"x5'0" CASEMENT OVER 6'0"x1'O" FIXED VARIES VARIES VARIES VARIES 6-0" ® 4'-0" 5'-0" W8 VINYL DARK BRONZE LOW-E DUAL PANE CASEMENT THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: ' 2 1/2" HEADER HEIGHT 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMEBLIES. q ` "' q w > w > q _ `o q 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 AND o o DO o SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THEBOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES .0. SHEATHING ABOVE A STANDING SURFACE. 6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELS W6 W7 W8 W9 W10 ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER CASEMENT FIXED CASEMENT FIXED CASEMENT PAIR VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND FIXED BELOW WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. *WINDOW MAY BE REVERSED. * WINDOW MAY BE REVERSED. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, SEE BUILDING ELEVATIONS FOR CORRECT ORIENTATION. SEE BUILDING FOR CORRECT ELEVATIONS ORIENTATION. OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 7.3. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 7.4. ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 8. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 9.1. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND 9.2. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY THE WATER'S EDGE OF A SWIMMING POOL OR SPA. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. EXCEPTION: SAFETY GLAZING FOR ITEMS 10 OR 11 IS NOT REQUIRED FOR THE FOLLOWING INSTALLATIONS WHERE: 1) THE SIDE OF A STAIRWAY, LANDING OR RAMP WHICH HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PROVISIONS OF SECTIONS 1013 AND 1607.7; AND 2) THE PLANE OF GLASS IS GREATER THAN 18 INCHES FROM THE RAILING. STC RATED GLAZING ALL OPERABLE AND FIXED WINDOWS AS WELL AS FRENCH DOORS SHALL BE DUAL GLAZED AND HAVE AN STC IN ACCORDANCE WITH THE ACOUSTICAL REPORT. ALL WINDOW AND DOOR ASSEMBLIES SHALL BE WELL FITTED AND WELL WEATHERSTRIPPED. ABBREVIATIONS F: FIXED S: SLIDER C: CASEMENT T: TEMPERED BASIS OF DESIGN MATERIAL: FINISH COLOR: MANUFACTURER: 64 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'MEN't'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ O N Q U Q z Q Q z Q U) I— LLI LLI U) w T_ L0 06 LO 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'lT No. C29795 RENEWAL DATE AUGUST 31, 2023 OF C A\ - License Stamp VINYL WINDOW SCHEDULE A7-30 N N O N 1 COPYRIGHT HAZARDS ON ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1116A. WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1113A. ACCESSIBLE PARKING SIGNAGE SHALL COMPLY WITH CBC SECTION 1109A.8.8 ACCESSIBLE PARKING SPACE SIZES SHALL COMPLY WITH CBC SECTIONS 1109A.8.5 & 1109A.8.6 THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE -REQUIRED MINIMUM STANDARDS FOR SITE ELEMENTS OF A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR A. WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DIMENSION, SUCH AS CHANGES A. WALKS AND SIDEWALKS ON AN ACCESSIBLE PATH SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT A. EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE A. WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED IN APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. IN LEVEL PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER INTERRUPTED BY STEPS OR ABRUPT CHANGES IN ELEVATION EXCEEDING 2" . IDENTIFIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND ACCORDANCE WITH THE FOLLOWING: PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING AT 1. WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48" IN WIDTH, EXCEPT THAT WALKS SERVING AN VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OF BUILDING CODE THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2016 PROVICALIFDED THE (CBC) AND FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTOR LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL INDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36" IN CLEAR ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER 1. SINGLE SPACES SHALL BE 14' WIDE AND LINED TO PROVIDE A 9' WIDE PARKING AREA WITH A 5' AL R QUI THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE DROP-OFF. WARNING CURBS ARE NOT REQUIRED AT THE FOLLOWING: WIDTH EXCEPT AT DOORS. THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A WIDE LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE H KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER 1. BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, OR 2. SURFACES SHALL BE SLIP RESISTANT AS FOLLOWS: MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE. WITH THE VEHICLE PARKED IN THE FORWARD POSITION. INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION. a. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AS SLIP RESISTANT AS SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT 2. WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9' WIDE PARKING SPACES MAY BE LINED DESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. B. HEADROOM CLEARANCE. WALKS PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PART THAT DESCRIBED AS A MEDIUM SALTED FINISH. A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISH GRADE GROUND OR SIDEWALK. WITH ONE ON EACH SIDE OF THE 5' WIDE LOADING AND UNLOADING ACCESS AISLE. OF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBC b. SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP RESISTANT. VAN ACCESSIBLE SPACES SHALL COMPLY WITH CBC SECTION 1109A.8.6 AND SHALL HAVE AN 3. THE MINIMUM LENGTH OF THE PARKING SPACE SHALL BE 18'. SECTION 1003.2.OTHER WALKS AND PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL HAVE A c. SURFACE CROSS SLOPES SHALL NOT EXCEED 4' PER FOOT (2 PERCENT SLOPE) EXCEPT WHEN ADDITIONAL SIGN OR LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OF 4. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED MINIMUM CLEAR HEADROOM OF 80". IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN ACCESSIBILITY. BLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BE ROUTE IS REDUCED TO LESS THAN 80" NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS UNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO Z' PER FOOT (4-PERCENT PAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. "NO LEADING EDGE LOWER THAN 27" ABOVE THE FINISH FLOOR SHALL BE PROVIDED. DOORWAYS AND SLOPE) FOR DISTANCES NOT TO EXCEED 20 FEET NOTE: WHEN ASSIGNED RESIDENT PARKING IS PROVIDED, SIGNAGE THE WORDS PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 5 ARCHWAYS LESS THAN 24" IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80" NOMINAL. B. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST IS NOT REQUIRED EXCEPT FOR VISITOR PARKING SPACES. FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN C. OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A 60" IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. LETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC MINIMUM OF 80" ABOVE THE WALKING SURFACE MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. C. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNIT B. ADDITIONAL SIGNAGE SHALL ALSO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO ENFORCEMENT OFFICIALS. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING BUT NOT LIMITED TO, VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS. OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN SEE SHEET A-530 FOR ADDITIONAL INFORMATION. ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17" BY 22" IN SIZE WITH B. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE OVERHANGING OBSTRUCTION. ( SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE). D. ALL WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" LETTERING NOT LESS THAN 1" IN HEIGHT, AND SHALL CLEARLY STATE THE FOLLOWING: AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: D. FREE-STANDING SIGNS. WHEREVER SIGNS ARE MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A POST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE FINISH FLOOR OR DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE 1. EACH SPACE SHALL BE SERVED BY A LOADING AND UNLOADING ACCESS AISLE 8' WIDE, GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL E. THE BOTTOM 10" OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALL SPACES NOT DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES PLACES ON THE PASSENGER SIDE WITH THE VEHICLE PARKED IN THE FORWARD POSITION. HAVE A MINIMUM RADIUS OF $". (SEE NOTE B ABOVE FOR REQUIRED HEADROOM CLEARANCE). HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE 2. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'. WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME OWNER'S EXPENSE. TOWED VEHICLES MAYBE RECLAIMED AT 3. EACH SPACE SHALL BE DESIGNATED BY SIGNAGE AS "VAN ACCESSIBLE" DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, OR BY TELEPHONING 4. ALL "VAN ACCESSIBLE" SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY. WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP 5. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED OR HAZARDOUS CONDITION. BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF BLUE. WITHIN THE BORDER, HATCHED LINES A MAXIMUM OF 36" ON CENTER SHALL BE F. WALKS, SIDEWALKS AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGS THE SIGN. PAINTED A CONTRASTING COLOR WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. WHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND SURFACE WITHIN EACH 8 C. IN ADDITION TO THE THE ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN GRATINGS SHALL BE LIMITED TO Z' IN THE DIRECTION OF TRAVEL FLOW. EXCEPTIONS ARE AS FOLLOW: SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING LETTERS ON LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC 1. WHERE THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION WOULD SCHEMES: ENFORCEMENT OFFICIALS. CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION MAY BE GRANTED WHEN EQUIVALENT 1. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE FACILITATION IS PROVIDED. GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR THE 2. THIS SECTION SHALL NOT APPLY IN THOSE CONDITIONS WHERE, DUE TO LEGAL OR PHYSICAL "INTERNATIONAL SYMBOL OF ACCESSIBILITY"; OR, CONSTRAINTS, ALL OR PORTIONS OF THE SITE OF THE PROJECT WILL NOT ALLOW COMPLIANCE WITH 2. BY OUTLINING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A BLUE THESE BUILDING STANDARDS OR EQUIVALENT FACILITATION ON ALL PORTIONS OF ONE SITE WITHOUT BACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE LOCATED CREATING AN UNREASONABLE HARDSHIP. SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. - 21 HAZARDS ON ROUTES 17 WALKS & SIDEWALKS 13 PARKING SIGNAGE 9 PARKING SPACE SIZES 5 GENERAL NOTES 1 1'-0" EXTERIOR RAMPS AND LANDINGS ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH CBC SECTIONS 1114A. � F, F 2 of WALL WHERE OCCURS w BUILDING ACCESSIBILITY SHALL COMPLY WITH CBC SECTION 1102A A. THE WIDTH OF RAMPS SHALL BE CONSISTENT WITH THE REQUIREMENTS FOR EXITS PER CBC CHAPTER 10. Z PEDESTRIAN ROUTE BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH IN NO CASE SHALL A RAMP WIDTH BE LESS THAN THE FOLLOWING: EO MINIMUM 70 SQUARE INCH WHITE LETTERS, BORDER AND DISABILITIES. EACH BUILDING ON THE SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMINING 1. RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY BUILDINGS WHERE A RAMP IS ACCESSIBILITY PARKING SIGNAGE INTERNATIONAL SYMBOL OF THE REQUIREMENTS OF ACCESSIBILITY, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICH THE ONLY EXIT DISCHARGE PATH AND SERVES AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A _�(Lj�, EITHER POST OR WALL MOUNTED ACCESSIBILITY ON BLUE MUST COMPLY WITH CBC SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURE MINIMUM CLEAR WIDTH OF 60" • RESERVED PER "PARKING SIGNAGE" DETAIL, BACKGROUND SEPARATED BY FIRE WALLS DO NOT CONSTITUTE SEPARATE BUILDINGS. 2. RAMPS SERVING ACCESSIBLE ENTRANCES OF COVERED MULTIFAMILY DWELLINGS WITH AN PARKING NOTE A, ON THIS SHEET. (CBC A. MULTISTORY DWELLING UNITS IN BUILDINGS WITHOUT ELEVATORS SHALL COMPLY WITH CBC OCCUPANT LOAD OF 10 OR LESS MAY BE 36" IN CLEAR WIDTH. SECTION 1109A.8.8.) � ADD SIGN BELOW AT VAN N SECTION 1102A.3.1 3. ALL OTHER RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". 1 1 I - CONCRETE WHEEL STOP VANACCE LE ACCESSIBLE PARKING SPACE THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS CBC 4. HANDRAILS CURBS WHEEL GUIDES AND/OR APPURTENANCES SHALL NOT PROJECT INTO THE REQUIRED BY LOCAL SECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITS REQUIRED CLEAR WIDTH OF A RAMP. SEE NOTE G BELOW FOR ADDITIONAL INFORMATION. \ JURISDICTION JURISDICTION IN BUILDINGS ON A SITE. ANY FRACTION THEREOF (OF THE 10 PERCENT REQUIRED) SHALL BE B. THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 VERTICAL UNIT SINGLE ACCESSIBLE DOUBLE ACCESSIBLE MOUNT SIGNS TO COMPLY ROUNDED TO THE NEXT HIGHEST WHOLE NUMBER. IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR M STALL PER DETAIL 5, NOTE STALL PER DETAIL 5, NOTE LOADING AND UNLOADING ACCESS WITH THE REQUIREMENTS OF B. MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH CBC STREETS SHALL BE FLUSH AND FREE FROM ABRUPT CHANGES. RAMPS SERVING DECKS, PATIOS AND � Cl- A.1 ON THIS SHEET A.2 ON THIS SHEET AISLE STRIPING AND "NO PARKING" "HAZZARDS ON ROUTES", SEE SECTION 1102A.3.2. BALCONIES ARE EXEMPT AND MUST COMPLY WITH CBC SECTION 1132A.4. 0 = GROUND SURFACE IDENTIFICATION DETAIL ON THIS SHEET C. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, THE STORY C. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 4' PER FOOT (2-PERCENT SLOPE). Q PER DETAIL 5, NOTES A.4 AND B.5 �xl OF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR D. OUTDOOR RAMPS, RAMP LANDINGS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SO U) ON THIS SHEET CBC SECTIONS ( 1 2' SQ. STEEL TUBE EXTENDED AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY. THAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE. z 1109A.8.5 AND 1109A.8.6). INTO CONCRETE FILLED PIPE D. ALL GROUND FLOOR DWELLING UNITS IN NONELEVATOR BUILDINGS SHALL BE ADAPTABLE AND E. RAMP LANDINGS SHALL BE LEVEL AND COMPLY WITH THE FOLLOWING: ON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINED LANDINGS SHALL BE PROVIDED AT THE TOP AND THE BOTTOM OF EACH RAMP. INTERMEDIATE Of LOADING AND UNLOADING ACCESS BY THE SITE IMPRACTICALITY PROVISIONS OF CBC SECTION 1150A. FOR BUILDINGS WITH LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH z1. w AISLE BORDER GROUND SURFACE / ELEVATORS, SEE CBC SECTION 1106A CHANGE OF DIRECTION. LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM J IDENTIFICATION PER DETAIL 5, 1 1 m E. WHERE THE FIRST FLOOR OF A BUILDING CONTAINING DWELLING UNITS IS ABOVE GRADE, ALL HORIZONTAL DISTANCE OF EACH RAMP. ) NOTES A.4 AND B.5 ON THIS SHEET �E I I Cl) UNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BE 2. TOP LANDINGS SHALL NOT BE LESS THAN 60" WIDE. TOP LANDING SHALL HAVE A MINIMUM LENGTH OF (CBC SECTIONS 1109A.8.5 AND � I I CONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS WILL BE CONSIDERED COVERED 60" IN THE DIRECTION OF THE RAMP RUN. SEE DETAIL 4 ON THIS SHEET FOR MANEUVERING 0 � 1109A.8.6). z aiE I I MULTIFAMILY DWELLING UNITS EXCEPT CARRIAGE UNITS AS DEFINED IN CBC CHAPTER 2. CLEARANCES AT DOORS. 3'-0" SURFACE IDENTIFICATION AT = I I F. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED 3. THE WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE O° ACCESSIBLE STALLS USING THE - I I MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE. RAMP. 4. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 3" WHEN FULLY OPEN. INTERNATIONAL SYMBOL OF I - / _ AI6' ACCESSIBILITY" PER DETAIL 9, q N� I� NOTE C ON THIS SHEET. (CBC M u SEE CBC CHAPTER 2 FOR DEFINITION OF TERMS 5. THE WIDTH OF THE LANDING SHALL COMPLY WITH THE STRIKE EDGE EXTENSION AND MANEUVERING o SECTION 1109A.8.8)� SPACE AT DOORS PER DETAIL 4 ON THIS SHEET. AI i� � 3" DIA. x 4 THICK STEEL PIPE �, ::l D A N 6. INTERMEDIATE AND BOTTOM LANDINGS AT A CHANGE IN DIRECTION IN EXCESS OF 30 DEGREES SHALL r/'+� STALL DIMENSIONS TO CENTERLINE WELDED TO STEEL PLATE V HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72". OF STRIPE, TYPICAL 7. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN NOT 5'-0" AT STD. STALL SEE DETAIL 4, ACCESSIBLE PARKING 8" SQ x 4' THICK STEEL PLATE LESS THAN 60". 9'-0" ACCESSIBLE 8' 0" AT VAN STALL 9'-0" ACCESSIBLE EPDXY TO CONCRETE SLAB DESIGN AND CONSTRUCTION NOTES, F. RAMPS MORE THAN 30" IN HEIGHT ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTH PARKING STALL WIDTH LOADING AND PARKING STALL WIDTH DETAIL 5, AND DETAIL 9 ON THIS SIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY CBC SECTION 1012. GUARDS SHALL BE CONCRETE SIDEWALK UNLOADING SHEET FOR ADDITIONAL CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. ACCESS AISLE INFORMATION G. RAMP HANDRAILS SHALL COMPLY WITH THE FOLLOWING: 1. HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNIT - 22 - 18 VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). HANDRAILS SHALL BE CONTINUOUS EXCEPT ACCESSIBLE PARKING SPACE LAYOUT 6 BUILDING ACCESSIBILITY 2 AT THE FOLLOWING LOCATIONS: a. CURB RAMPS b. RAMPS THAT SERVE AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1112A. EXTERIOR ROUTES OF TRAVEL SHALL COMPLY WITH CBC SECTIONS 1110A. PARKING FACILITIES SHALL COMPLY WITH CBC SECTION 1109A RAMPS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE OR SIDES. A. CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNER A. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE Q A. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES e.. SWIMMING (9, c. RAMPS AT EXTERIOR DOOR LANDINGS WITH LESS THAN 6" RISE OR LESS THAN 72" IN LENGTH.. OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE POOLS, CLUB HOUSES, RECREATIONAL AREAS AND LAUNDRY ROOMS) THAT SERVE MULTIFAMILY DWELLINGS 2. HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING: PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS ON THE CENTER OF THE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLE ON THE BUILDING SITE SHALL SHALL PROVIDE ACCESSIBLE PARKING. a. THE TOP OF HANDRAILS SHALL BE 34" TO 38" ABOVE THE RAMP SURFACE. CROSSWALK AT EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A RAMP IN THE ROUTE SHALL BE THE MOST PRACTICAL AND DIRECT ROUTE TO THE MAXIMUM EXTENT FEASIBLE, B. PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING; b. HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP AND THE BOTTOM OF THE RAMP. CENTER OF A CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFY COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIOR 1. GARAGES WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE PEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATE ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWING: 2. PRIVATE GARAGES ROUNDED AND RETURN SMOOTHLY TO THE FLOOR WALL OR POST. WITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS. 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE 3. CARPORTS c. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 2" BETWEEN THE WALL AND THE B. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKED ACCESSIBLE.. 4. OFF STREET PARKING (PARKING LOTS/SPACES) HANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP. Q CARS. BUILT-UP CURB RAMPS SHALL BE BUILT SO THAT THEY DO NOT PROJECT INTO 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED C. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE. PRIVATE HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND VEHICULAR TRAFFIC LANES, PARKING SPACES OR THE ADJACENT LOADING AND UNLOADING FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE LOADING GARAGES INCLUDE INDIVIDUAL GARAGES AND INDIVIDUAL GARAGES GROUPED TOGETHER. EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THE ACCESS AISLE. AND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING 1. AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT, HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. C. CURB RAMPS SHALL BE A MINIMUM OF 48" IN WIDTH. ENTRANCE THEY SERVE. PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS, SHALL NOT BE REQUIRED TO BE ACCESSIBLE; d. THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 14" NOR MORE THAN 2" IN D. IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVE RETURN CURBS OR OTHER WELL DEFINED 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, a. A DOOR LEADING DIRECTLY FROM THE THE COVERED MULTIFAMILY DWELLING UNIT WHICH CROSS -SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE BOTTOM ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BE IMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH CBC SECTIONS THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP OF DIAGONAL CURB RAMPS SHALL HAVE A 48" MINIMUM CLEAR SPACE (IN THE DIRECTION OF PROVIDED BETWEEN ACCESSIBLE BUILDINGS AND SITE ACCESSIBLE FACILITIES WHEN MORE 1132A.1 THROUGH 1132A.10 CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF "'. HANDRAILS SHALL NOT ROTATE WITHIN TRAVEL). IF DIAGONAL CURB RAMPS ARE PROVIDES AT MARKED CROSSINGS, THE 48" CLEAR THAN ONE BUILDING OR FACILITY IS LOCATED ON THE SITE. b. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO THE EXTERIOR DOOR THEIR FITTINGS. SPACE SHALL BE WITHIN THE MARKINGS. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY 4. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTERING THE GARAGE. SEE CBC SECTIONS 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. H. RAMPS EXCEEDING 10' IN LENGTH AND RAMP LANDINGS HAVING A VERTICAL DROP EXCEEDING 4", NOT SHALL ALSO HAVE AT LEAST A 24" LONG SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILY c. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE BOUND BY WALLS OR A FENCE, SHALL BE PROVIDED WITH ONE OF THE FOLLOWING: OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE CBC FIGURES 11A-3A THROUGH DWELLING UNITS. VEHICULAR ENTRANCE AT THE GARAGE. SEE CBC SECTION 1132A.1 FOR REQUIREMENTS AT THE 1. GUIDE CURBS A MINIMUM 2" IN HEIGHT AT EACH SIDE; OR 11A-3L. 5. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE TO EACH PRIMARY ENTRY DOOR. 2. WHEEL GUIDE RAILS AT EACH SIDE, CENTERED AT 2" TO 4" ABOVE THE SURFACE OF THE RAMP OR E. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL COVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE D. ACCESSIBLE PARKING SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY RAMP LANDING. (8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS THE DWELLING UNIT. DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT 6. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ACCESSIBLE. DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED. ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL NOTE: IF THE SLOPE OF THE FINISH GRADE BETWEEN COVERED MULTIFAMILY DWELLINGS E. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 TO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN FOUR FEET OF THE TOP AND BOTTOM OF AND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNIT PERCENT OF THE ASSIGNED SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE THE CURB RAMP. VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICAL ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE THE RAMP, THEN IT BARRIERS (NATURAL OR ARTIFICIAL) OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDE SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE 1 UNIT VERTICAL IN 10 THE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, AN PROVIDED, SIGNAGE AS DEFINE BY CBC SECTION 1109A.8.8 IS NOT REQUIRED. UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USED ACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED; F. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE CBC FIGURES a. THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OF OR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND 11A-3A THROUGH 11A-3L. THE COVERED MULTIFAMILY DWELLING UNITS, AND PROVIDE ACCESS TO GRADE -LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (e.g., F. A LEVEL LANDING 48" DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER b. NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDED SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVERED ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE AT THE PUBLIC USE OR COMMON USE FACILITY. MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 B. SIGNS AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE CBC SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE UNITS HORIZONTAL (8.33-PERCENT SLOPE). ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN SPACE. G. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE G. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL RESISTANT AND SHALL BE OF A CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. "INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TO BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 4" ON CENTER. ALL CURB RAMPS ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND COMPLY WITH THE REQUIREMENTS OF CBC SECTION 1143A.2. RANGE OF CHOICES (e.g., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. 23 19 EXTERIOR RAMPS & LANDING 15 CONSTRUCTETHE AND THE STREET SHALL HVE A GROOVED THE FACEOTHE C IF CARPET OR CARPET TILE IS USED IN A COMMON -USE OR PUBLC-USE AREA ON AOE UND NG SHALL COMPLYITED TH H 1. - - BORDER AT THDEBETWEEN LE EL SURFACE OF SIDEWALK. SEE CBC FIGURES 11A 3A THROUGH 11A-3K. HCURB FLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACK NGI THE MAXIMUM PILE GHTOR ACC0 SO BLE PARKING G SPACES SHALL BE LOCASPACES ON TOHE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN H. DETECTABLE WARNINGS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 11 B-247.1 SHALL BE LIMITED TO z'. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES ACCESSIBLE BUILDING OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL AND SHALL COMPLY WITH CBC SECTION 11 B-705.1. AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET TRIM SHALL SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING FACILITY. COMPLY WITH CBC SECTIONS 1115A. 1. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY CBC SECTION 11 B-247.1.2. COMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. SEE NOTES A & B BELOW IN THIS 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE 2. PLATFORM BOARDING EDGES SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH DETAIL FOR ADDITIONAL INFORMATION. ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE A. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS EXCEPT FOR THE FOLLOWING: CBC SECTIONS 11 B-705.1.2.1. D. RECESSED DOOR MATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH ENTRANCES. 1. AN OPENING OF NOT MORE THAN 2" MAYBE PERMITTED BETWEEN THE BASE OF THE RISER AND THE 3. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS WHEELCHAIR TRAFFIC. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN BASE OF THE TREAD. 11 B-705.1.1 AND 11 B-705.1.2.2. CROSSING VEHICULAR TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND 1:48 MAX SLOPE 2. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN , MAYBE 4. ISLANDS OR CUT THROUGH MEDIANS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH MARKED AS A CROSSWALK. IN ANY DIRECTION PERMITTED. CBC SECTIONS 11 B-705.1 AND 11 B-705.1.2.3 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING B. TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED 5. BUS STOP PADS SHALL PROVIDE A SQUARE CURB SURFACE OR DETECTABLE WARNINGS SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN F EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). COMPLYING WITH CBC SECTIONS 11 B-705.1.1 AND 11 B-705.1.2.4. ENTRANCE TO THE PARKING FACILITY. 30 x48 CLEAR C. NOSING SHALL NOT PROJECT MORE THAN 1 "" PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE 6. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES ARE NOT CHANGES IN LEVEL ON ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTIONS 1111A. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT 4" WHITE LINE FLOOR SPACE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROM SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN, EXCEPT, WHEN THE WALL MOUNTED EV THE VERTICAL THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A A. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED". WHEN ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THIS REQUIREMENT OR PROVIDING 4" WHITE BORDER (BLUE BORDER ONLY CHAR ING EQUIP D. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE_705.1.1 CONTINUOUS DETECTABLE WARNING COMPLYING WITH CBC SECTIONS 11B AND CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 EQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP PARKING SPACES MAY BE IF ACCESSIBLE SPACE OCCURS ON WHEREOCCURS THE UPPER APPROACH AND ALL TREADS MARKED BY STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM 2" WIDE TO A MAXIMUM 4""WIDE PLACED PARALLEL TO AND NOT MORE THAN I" 11 B-705.1.2.5 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN HEIGHT NOT PROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHIND RIGHT SIDE) U FROM THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE 7. THE EDGES OF REFLECTING POOLS SHALL BE PROTECTED BY RAILINGS, WALLS, WARNING EXCEEDING �" MAY BE VERTICAL. 4 OTHER THAN ACCESSIBLE PARKING SPACES. 4" WHITE DIAGONAL LINES Q a STEP OR UPPER APPROACH AND SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE - CURBS OR DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 116 705.1.1 AND " B. CHANGES IN LEVEL GREATER THAN z SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT do N OTHER TREADS OF THE STAIR. A PAINTED STRIPE IS ACCEPTABLE. 11 B-705.1.2.6. GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP, 12 HIGH WHITE "NO PARKING ��, = E. STAIR HANDRAILS SHALL COMPLY WITH THE FOLLOWING: 8. WHERE IT IS NECESSARY TO CROSS TRACKS TO REACH TRANSIT BOARDING PLATFORMS, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE PARKING DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING; 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED DETECTABLE WARNINGS COMPLYING WITH CBC SECTIONS 11 B-705.1.1 AND 11 B-705.1.2.7 SHALL BE ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE 9 EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1014.9. PROVIDED. ROUTE THEY SHALL COMPLY WITH CBC SECTION 1115A FOR EXTERIOR STAIRWAYS A. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING 12" HIGH WHITE STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT ARE EXEMPT AND MAY HAVE ONE HANDRAIL, . SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" FROM THE FLOOR CHARACTERS EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CBC CHAPTER OR SIDES. 11 B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT ALL TRANSITIONS FROM THE 8'-2" CEILING TO LOWER 2. HANDRAIL CONFIGURATIONS SHALL COMPLY WITH THE FOLLOWING: CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. \ 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. A O 8 A B. PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING; EV SPACE a c. HANDRAILS SHALL EXTEND A MINIMUM 12" BEYOND THE TOP NOSING AND 12", PLUS THE TREAD 1. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT THE NWIDTH BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THE O 00 OO ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS TERMINATION OF THE EXTENSION SHALL BE ROUNDED AND RETURN SMOOTHLY TO THE FLOOR - I- 2. RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE or P ING WALL OR POST. WHERE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT ONTO THE LANDING. M < N ADJACENT LOADING AND UNLOADING ACCESS AISLE. O O O C. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE EV CHARGING d. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 Z" BETWEEN THE WALL AND THE AND SHALL NOT EXCEED 4' PER FOOT (2 PERCENT GRADIENT) IN ANY DIRECTION. # HANDRAIL. HANDRAILS SHALL NOT REDUCE THE REQUIRED MINIMUM CLEAR WIDTH OF THE RAMP. D. PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING OR HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND 0.45" AT TOP 2.35 UNLOADING ACCESS AISLES. EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR SURFACE ADJACENT TO THE 6" HIGH WHITE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. PART 0.90" AT BASE SPACE NUMBER 5-0" MIN e. THE HANDGRIP PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN 14' NOR MORE THAN 2" IN 12'-O" MIN SPACE ACCESS AISLE it CROSS -SECTIONAL DIMENSION OR SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. TAPER EXPOSED EDGES TO COMPLY THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP � _ WITH "CHANGES IN LEVEL ON CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF8'". HANDRAILS SHALL NOT ROTATE WITHIN o = ACCESSIBLE ROUTES" SEE "EXTERIOR THEIR FITTINGS. SECTION A -A ROUTES" DETAIL THIS SHEET FOR ADDITIONAL INFORMATION. - 24 RESIDENT VAN EV CHARGING SPACE 20 EXTERIOR STAIRS 16 CURB RAMPS 12 EXTERIOR ROUTES 8 PARKING FACILITIES 4 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 INVL�SI'ML:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 z Q 2 F___ I w LO Ir- LO 06 LO T_ lql- 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. <S50�D ARCy� , 6) * NJDATE * REAUG�) OF C0-� License Stamp ACCESSIBLE ROUTES, PARKING NOTES AND DETAILS AD-01 J Q CH G In �D v J U W = U N C) CN Ir- C) 00 C) COPYRIGHT U SPACE ALLOWANCES AND REACH RANGES SHALL COMPLY WITH CBC SECTIONS 1138A,11 B-DIVISION 3 & 11 B-DIVISION 4. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH CBC SECTIONS 1138A.4,1142A AND 116-309. RAB BARS, TUB AND SHOWER SEATS SHALL COMPLY WITH CBC SECTIONS 1127A.4. SINGLE -ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTION 1127A.2.2 AND 11 B-603. LANDINGS AND THRESHOLDS SHALL COMPLY WITH CBC SECTIONS 1010.1.6, 1010.1.7, 1126A.2 AND 11 B-302, 11 B-303 I THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE -REQUIRED MINIMUM STANDARDS FOR COMMON AND PUBLIC USE FACILITIES WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND A. WHEELCHAIR PASSAGE AND PASSING WIDTHS THE MINIMUM CLEAR WIDTH FOR WHEELCHAIR PASSAGE IS 361, A. GENERAL. A. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ABOVE THE FINISH A. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. CONTINUOUSLY. A 32" WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24" IN LENGTH, SEE FIGURE 1. SEE FIGURE 2. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE . THERE SHALL BE IN THE ROOM A CLEAR FOR THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60". ACCESSIBLE ELEMENTS AND THOSE REQUIRED TO BE ACCESSIBLE BY CBC SECTION 1.9.1 SHALL COMPLY WITH THE EXCEPTION: THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH FLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH DETAIL 22, NOTE B, OF a THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE CALIFORNIA BUILDING CODE 36"MIN. FOLLOWING REQUIREMENTS; SECTION 1127A.5.2. THIS SHEET; SEE FIGURES 9.1 AND 9.2 BELOW. NO DOOR SHALL NOT ENCROACH INTO THIS CLEAR FLOOR � Q (CBC) AND FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTOR THE 4"MIN. CLR. B. CLEAR FLOOR SPACE. B. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: SPACE FOR MORE THAN 12"; SEE FIGURE 9.2 BELOW. w w GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE CLEAR 44" MIN. CORRIDOR A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 14'. B. WHEN A TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING > M " o- KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER < 10 OC CLEAR WIDTH SHALL BE PROVIDED AT CONTROLS AND OPERATING MECHANISMS. 2. GRAB BARS WITH NON CIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM. THE WITH DETAIL 22, NOTE C, OF THIS SHEET, IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR � INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA LOAD >_ 10 OCC. o - X z LOAD � ,r Q N o > p o C. HEIGHT. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION EXAMPLE, PERIMETER DIMENSION OF GRAB BARS WITH NON -CIRCULAR CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE; SEE FIGURE 9.2 BELOW. C. PROVIDE ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN THIS DETAIL DESIGN 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 FAIR + z (FOR 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. o - z � z w z o � Q c� v WASTHER OR DRYER ,CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. SEE DETAIL 22 ON THIS SHEET. CONTROLS AND OPERATING MECHANISMS THAT DO C. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVISES SHALL AND DETAIL 1 N THI HEET. PR VIDE NE LAVAT RY IN MPLIAN E WITH DETAIL 12 F THI HEET. 0 0 SS 0 0 0 CO C 0 SS D. ALL DOORS FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF BEVEL / 2 HOUSING ACT FHA DESIGN MANUAL. IF COMMON USE FACILITIES ARE MADE AVAILABLE TO THE PUBLIC IF ONLY ( ) PERIODICALLY, THEY MUST COMPLY WITH CBC CHAPTER 11 B AND ADAS N ADDITION TO THE REQUIREMENTS LISTED . o - Q p 2" MIN. � w . W M � J Q NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION AN 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. J 2%MAXIMUM SLOPE �/ g , g w 1 U) AT EXTERIOR LANDING ABOVE DURING PERIODS OF PUBLIC USE. CLEAR v c> L 60"MIN. CLR. o L C� OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. D. OPERATION. OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR F. GRAB BARS SHALL BE INSTALLED IN COMPLIANCE WITH DETAILS 10 & 13 OF THIS SHEET. _ = = m WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE PASSING X z N Q b (CORRIDOR OVER 2G 60" MIN. CLR. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE G. THE ENTRANCE DOOR SHALL BE PROVIDED WITH A PRIVACY LOCK OR LATCH IN COMPLIANCE WITH DETAIL 4 OF THIS SHEET. ACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES,COMMUNITY ROOMS, CLUBHOUSES, HEALTH AND GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTING DOOR LANDINGS FITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS, FIGURE 1 WHEELCHAIR PASSAGE FIGURE 2 WHEELCHAIR PASSING E. INSTALLATION HEIGHTS OF ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS. BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT OR TORSIONAL SHEAR 48" MIN DOORS SHALL 48" MIN A. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. 1. ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED FOR USE BY THE OCCUPANT OF THE ROOM OR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. ANEUVERIN COMPLY WITH THE ANEUVERIN REQUIREMENTS PUBLIC USE FACILITIES AND AREAS SHALL COMPLY WITH CBC CHAPTER 11 B AND ADAS. WHEN PROVIDED, PUBLIC B. WHEELCHAIR TURNING SPACE SHALL COMPLY WITH ONE OF THE FOLLOWING FIGURES: 60" 2" 36" 2" AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 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 AMPERES 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE 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 THE SPACE SPACE OF DETAIL 4 OF THIS SHEET LAV. OR LAV. OR O © DOOR THRESHOLDS A. THRESHOLDS AND CHANGES IN ELEVATION AT DOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. B. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAY BE VERTICAL. USE FACILITIES AND AREAS FACILITIES IN COVERED MULTIFAMILY DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. z -� -'���` ;-------; = OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 481, MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISH FLOOR MAXIMUM MOMENT FROM THE APPLICATION OF A 250 POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE I'--` FIXTURE - FIXTURE � _ _ -:_ _ - -- - C. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 VERTICAL UNIT TO 2 UNITS HORIZONTAL. CHANGES GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. PUBLIC USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO; RENTAL OFFICES, SALES OFFICES AND MAINTENANCE FACILITIES. THESE AREAS, BY THEIR NATURE, ARE OPEN TO PEOPLE OTHER THAN RESIDENTS AND THEIR GUESTS. ' , ' ' v \ , , N _ ' �_, ' co F OR THE WORKING PLATFORM. EXCEPTIONS INCLUDE TO FOLLOWING CONDITIONS: a. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. WITHDRAWAL 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 ABRASIVE w 1 I �Q w / 12 p cD c) 4 & o CD U I� �� o Z Q 1 z W o z 0- 4Q- I z W 0 � � �`� 1 0 � � 1 w / Q w Q z > 1 I _ J z > 1 ; J DOOR MATS A. IF A DOORMAT IS USED IN A COMMON USE AREA OR PUBLIC USE AREA, IT SHALL HAVE A FIRM BACKING OR NO THEY, THEREFORE, MUST COMPLY. _ % , , M 36"MIN. 8 IN 36"MIN. b. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR ELEMENTS AND SHALL HAVE ROUNDED EDGES. \P� \P� � w , 1 \ 0 1 ' ED o w U 1 o �/ � � u 1 1 1 1 BACKING. '� -- ' L------------J L 60� L z � z � � WALLS. c. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. D. ADJACENT ELEMENTS, FOR EXAMPLE WATER CLOSET FLUSH VALVES, SHALL BE POSITIONED TO PROVIDE UNOBSTRUCTED USE OF THE GRAB BARS AT THE SPECIFIED LOCATIONS. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 112"MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND _ z � __� _ z y__-� I � o I 1 g, THE MAXIMUM PILE HEIGHT SHALL BE 112". C. EXPOSED EDGES OF THE DOORMAT SHALL BE FASTENED TO THE FLOOR SURFACE AND HAVE TRIM ALONG THE ENTIRE LENGTH OF EXPOSED EDGES THAT SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES IN 60" DIAMETER FOR T-SHAPE FOR = - �� '� � d. IN EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. PROJECTING OBJECTS ABOVE SHALL BE 12"MINIMUM. 1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS 59"MIN. AT 59"MIN. AT FLR. MTD. W.C. FLR. MTD. W.C. LEVEL; 1. CHANGES IN LEVEL SHALL NOT EXCEED 1/2". 180 TURNS 180 TURNS o - ABOVE SHALL BE PERMITTED TO BE 1 1/2" MINIMUM. OR 56" MIN. AT OR 56" MIN. AT 2. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 42" MIN. < 8" 42" MIN. 1 1/2" MIN WALL MTD. W.C. WALL MTD. W.C. UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CLR. FLR. SPACE CLR. FLR. SPACE 3. CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL. C. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. SHALL COMPLY WITH THE FOLLOWING: GRAB BAR 1 1/4" TO 4. CHANGES IN LEVEL GREATER THAN 112" SHALL BE MADE BY MEANS OF A SLOPED SURFACE WITH A 1. SIZE AND APPROACH THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE ! �� 2" NOMINAL DIAM. FIGURE 9.1 FIGURE 9.2 SLOPE 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 TO WHEELCHAIR IS 30" BY 48". THE CLEAR FLOOR SPACE FOR WHEEL CHAIRS MAY BE POSITIONED FOR FORWARD OR ACCESSIBLE SINGLE ACCOMMODATION ACCESSIBLE SINGLE ACCOMMODATION PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. PARALLEL APPROACH TO AN OBJECT U.N.O.. THE CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE A WALL OR PARTITION TOILET WITH SIDE OUT -SWING DOOR TOILET WITH SIDE IN -SWING DOOR PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 2. RELATIONSHIP R MANEUVERING CLEARANCES TO WHEELCHAIR SPACES ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR CONTROLS & O P E RATION 17 GRAB BARS & SHOWER S EAT 13 TOILET ROOM LAYOUT 9 � GENERAL NOTES 1 ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR OR GROUND SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN LIMITED T B E TIONS 1117A, 1119A, 1121A AND 11 B-DIVISION 4. ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED AS FOLLOWS: SANITARY FACILITY SIGNS SHALL COMPLY WITH CBC SECTIONS 1127A.7 AND 11 B-703. TOILET ROOM FIXTURES AND ACCESSORIES. SHALL COMPLY WITH CBC SECTIONS 1127A.8, 11 B-603 & 11 B-604 WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1127A.2.1, 1127A.2.3, ICC A117.1-09 0" CLR. 36" CLR. 48" CLR. 60" CLR. „ ADDITIONAL „ 30 2 48 CALIFORNIA'S STANDARDS FOR SIGNAGE ARE MORE STRINGENT THAN SECTION 4.30 OF THE ADA STANDARDS FOR A. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTE A. WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE ACCESSIBLE WATER A. GENERAL. WHEN A BUILDING OR A PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN A E SIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING MANEUVERING ACCESSIBLE DESIGN. THE INFORMATION PROVIDED WITH IN THIS DETAIL IS INTENDED TO SHOW THE MINIMUM RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF CLOSET SHALL BE 18" FROM THE SIDE WALL OR PARTITION. ENTRANCES, TO COVERED MULTIFAMILY DWELLING UNITS AND BETWEEN THE BUILDING AND THE PUBLIC WAY. SPACE N SIGNAGE 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. EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM FINISHED FLOOR. A PATH OF TRAVEL NOT LESS THAN 36" IN CLEAR WIDTH SHALL BE PROVIDED TO THESE ACCESSORIES. B. ACCESSIBLE WATER CLOSETS SHALL BE PROVIDED A CLEAR FLOOR SPACE AND MANEUVERING SPACE PER DETAILS 8 AND 9 ON THIS SHEET. C. THE SEAT HEIGHT OF A WATER CLOSET ABOVE FINISH FLOOR SHALL BE 17" MINIMUM AND 19" MAXIMUM 1/2" MAX. PILE THICKNESS �. ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS AND OTHER SPACES THAT ARE PART OF THE ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE APPLICABLE CODES. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM THE PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC A _ u, __ _ 1 ' A A. ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUEST ROOM. B. TOILET PAPER DISPENSERS. SEE DETAIL 10 OF THIS SHEET. SHALL BE LOCATED ON A WALL OR PARTITION CLOSEST TO THE WATER CLOSET WITHIN 7" MINIMUM AND 9" MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2" HIGH MAXIMUM. � STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE , , SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHER �_ _„ '�_ _y �- _____\ __,; _________ B. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL. GEOMETRIC MEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW D. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH DETAIL 13 OF THIS SHEET. GRAB BARS SHALL BE BUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, / SYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58" MIMUMUM TO 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOOR AND NOT BEHIND THE GRAB BAR, 19" MINIMUM ABOVE THE FINISH FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. PROVIDED 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 COMPLY IF PILE HEIGHT EXCEEDS THEN EXPOSED EDGE \_ I1 FIRM PAD RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT. ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. C. MIRRORS. WHERE PROVIDED AT LEAST ONE MIRROR SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVE W F ITH DETAIL 17 OF THIS SHEET EXCEPT THAT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE LOOR. EDGES MUST HAVE ST - - - - - - - ---- - - - - - - ----- - - - - - - - - - -- - - - - - - - - -- - - - - D. SURFACES FOR WHEELCHAIR SPACES GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES, AND IN EDGES OF ACCESSIBILITY SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8". LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR 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 PER BEVELED TRIM �' � � 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES , ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS. 3. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACH 1. MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH AN EQUILATERAL TRIANGLE 1/4" THICK WITH COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" MAXIMUM DETAILS 8 AND 9 ON THIS SHEET. 2 ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS ,STAIRS AND CURB RAMPS SHALL BE STABLE, EDGES 12" LONG AND A VERTEX POINTING UP. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE ABOVE THE FINISH FLOOR. �� COVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THAT FIRM, SLIP RESISTANT AND SHALL COMPLY WITH THE FOLLOWING: DOOR , EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. D. COAT HOOKS, SHELVES AND MEDICINE CABINETS. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE \ 1/i - TRANSITION TRIM SERVE THE UNIT 4. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS ONLY ONE IS REQUIRED, HOWEVER ALL 1. CHANGES IN LEVEL, UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 2. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED WITH A CIRCLE 1/4" THICK AND 121, IN DIAMETER REACH RANGES IDENTIFIED ON DETAIL 22 ON THIS SHEET. SHELVES SHALL BE LOCATED 40" MINIMUM AND 54"MIN. --- ELEVATORS PROVIDED SHALL BE ACCESSIBLE. 1/4" AND 1/2" SHALE BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. AND A VERTEX POINTING UP. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON 48" MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO B. FLOORING. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM D OF THIS SHEET. CHANGES IN LEVEL GREATER THAN 112"MUST BE ACCOMPLISHED BY MEANS OF A RAMP, ELEVATOR OR PLATFORM A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. HIGHER THAN 44" MAXIMUM ABOVE FINISH FLOOR. 39" - 41" C. RECESSED DOOR MATS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 6 OF THIS SHEET. LIFT. 3. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER WITH A E. SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON THIS SHEET FOR THE INTERIOR MATERIAL CHANGES D. PRIMARY ENTRANCES AND GROUND FLOOR EXITS. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXITS 2. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 121, DIAMETER. THE TRIANGLE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS AND 36" MIN. 12" MAX. 42"MIN. A. MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2". SHALL BE ACCESSIBLE. E. SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND -FLOOR DWELLING UNIT OF A BUILDING HAS A FIRM CUSHION, PAD OR BACKING OR NO CUSHION, PAD OR BACKING; AND HAVE A LEVEL LOOP, TEXTURED LOOP, SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK OPERATING MECHANISMS. B. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4" MAYBE VERTICAL. SEPARATE ENTRANCE, EACH SUCH GROUND -FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLE LEVEL -CUT PILE, OR LEVEL-CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2". EXPOSED EDGES ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR , EITHER LIGHT ON A 12" MIN. 24" MIN. z ROUTE EXCEPT WHERE THE SITE TERRAIN PROHIBITS AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150A). OF THE CARPET SHALL BE FASTENED TO THE FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. TOILET 1= � F. MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BE THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH ITEM 1 ABOVE 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 112". WHEN CHANGES IN LEVEL PAPER � > SQ BEVEL ACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLING UNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITS DISPENSER _ � 2 DO 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 THAN i FINISH FLOOR EVEN 1 � WITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BE REQUIRED TO BE ACCESSIBLE AS DETERMINED BY ANALYSIS OF THE SITE TERRAIN. IN EVERY CASE, THE ACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED MULTIFAMILY DWELLING UNIT 112"WIDE IN ONE DIRECTION . IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE O _ _ • • o =' 24"MIN. COMPRESSED CARPET 1/2" �. IT SERVES. LONG DIMENSION IS PERPENDICULAR TO THE DOMINATE DIRECTION OF TRAVEL. '� o o `' MAX. BELOW THRESHOLD G. INTERIOR WIDTHS AND LENGTHS. SHALL COMPLY WITH THE REQUIREMENTS OF DETAIL 22, ITEM A OF THIS = DOOR THRESHOLD HEET. IF A PER N IN A WHEEL CHAIR MUST MAKE A TURN AROUND A CORNER OR OBSTRUCTION THE E. REACH RANGES SHALL COMPLY WITH THE FOLLOWING FIGURES: M M �, X a � w ACCESSIBLE ROUTE SHALL COMPLY WITH DETAIL 22, ITEM B OF THIS SHEET. "X" a, �, M M ,1, mi m H. CHANGES IN LEVEL NOT EXCEEDING 1/2". ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL _ i,_o„ `' M � T' _ 9" � � " - �� -� 24 - m MAT CARPETING MUST CONSIST OF: A. LEVEL LOOP NOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4" MAY BE VERTICAL. N �o Q . � MEWS DOOR WOMEN'S DOOR UNISEX DOOR B. TEXTURED LOOP I. CHANGES IN LEVEL GREATER THAN 1/2". CHANGES IN LEVEL GREATER THAN 1/2" SHALL BE MADE BY MEANS OF o z o � � -- = = o w SIGNAGE SIGNAGE SIGNAGE C. LEVEL CUT PILE D. LEVEL CUTIUNCUT PILE A 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 1122A � 4 = � � � - > - c- - �, _ - " x 18" REAR WALL SIDE WALL INTERIOR RAMPS, ELEVATOR PER CBC SECTION 3003 OR PLATFORM WHEELCHAIR LIFT PER CBC SECTION 1124A. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY PARALLEL APPROACH SIDE REACH FORWARD APPROACH FORWARD REACH WITH CBC SECTION 1115A EXTERIOR STAIRWAYS OR 1123A INTERIOR STAIRWAYS. ' THE TOP OF WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAXIMUM ABOVE THE FINISH FLOOR. SPACE & REACH RQMTS. 22 SANITARY FACILITY SIGNAGE 18 FIXTURES AND ACCESSORIES 14 WATER CLOSET 10 LANDINGS & THRESHOLDS 6 ACCESSIBLE ROUTE 2 COMMON ACCESSIBLE LAUNDRY ROOMS SHALL COMPLY WITH CBC SECTIONS 1127A.10 AND 11 B-611 SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTIONS 1127A.5.3 AND 11 B-608. ACCESSIBLE URINALS SHALL COMPLY WITH CBC SECTION 1127A.2.4 AND 11 B-605. MULTIPLE -ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH CBC SECTIONS 1127A.2.1 AND 11 B-604. DOORS THAT PROVIDE ACCESS TO COMMON USE AREAS SHALL COMPLY WITH SECTION 1126A AND 11 B-404. THIS SHEET FOR LANDINGS AND THRESHOLDS. THE COMMON USE OR PUBLIC SIDE OF PRIMARY ACCESS DOORS TO DWELLING UNITS SHALL WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED AT LEAST ON TYPE OF APPLIANCE PROVIDED IN EACH A. SHOWERS SHALL BE CONSISTENT WITH ONE OF THE FOLLOWING SIZES AND SHALL BE MEASURED FROM THE FACE OF WALL SURFACES: A. URINALS SHALL BE FLOOR MOUNTED STALL TYPE OR WALL HUNG WITH THE RIM 17" MAXIMUM ABOVE THE )1/2" A. TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR A COMPLY WITH NOTES F AND G BELOW. LAUNDRY AREA SHALL BE ACCESSIBLE AND SHALL BE ON AN ACCESSIBLE ROUTE. SUCH APPLIANCES SHALL INCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH AS 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. 27" MAX. FINISH FLOOR OR GROUND. URINALS SHALL BE 13 DEEP MINIMUM MEASURED FROM THE OUTER FACE OF T-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEECHAIR TURNING SPACE SHALL A. DOORWAYS SHALL PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 IN WIDTH NOT LESS THAN 80 IN HEIGHT WASH SINKS TABLES AND STORAGE AREAS. 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. 19 MIN. " THE URINAL RIM TO THE BACK OF THE FIXTURE. 1 COMPLY WITH SECTION 1138A.1.3.OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32 IN WIDTH MEASURED WITH THE DOOR OR DOORS POSITIONED WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALL 3. ALTERNATE ROLL -IN SHOWER WITH OPTIONAL ENCLOSURE 60 MIN. IN WIDTH BY 36 MIN. IN DEPTH AS LONG AS THE ENTRANCE C. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE OF 30 X 48 IN FRONT OF A DOOR IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 . AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. OPENING WIDTH IS A MIN. 36", SEE FIGURE 16.3 BELOW. THE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH DETAIL 22 OF B. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOOR B, DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES.. BE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING EACH LAUNDRY B. THRESHOLDS IN ROLL -IN TYPE SHOWERS SHALL BE 1/2 HIGH MAX. CHANGES IN LEVEL UP T0114 MAY BE VERTICAL AND WITHOUT EDGE THIS SHEET. SPACE CLEARANCE AT FIXTURES AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. SEE FIGURE 8.2-B C. A PAIR OF DOORS MANUAL OR AUTOMATIC MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR WIDTH OF NOT ROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING AND TREATMENT. CHANGES IN LEVEL BETWEEN 114"AND 112"SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERT. IN 2 UNITS D. FLUSH CONTROLS SHALL HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BELOW ACCESSIBLE COMPARTMENT WITH SIDE IN -SWING DOOR. LESS THAN 32 MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES FROM ITS CLOSED POSITION. ANOTHER LOCATED IN A BASEMENT, IT IS ACCEPTABLE TO ONLY HAVE THE GROUND FLOOR LAUNDRY HORIZ. COMPLY WITH DETAIL 17 OF THIS SHEET EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A C. PROVIDE A MINIMUM OF ONE ACCESSIBLE WATER CLOSET IN COMPLIANCE WITH THE REQUIREMENTS WITHIN AT DOUBLE EGRESS DOORS EACH LEAF MUST PROVIDE THE CLEAR WIDTH. ACCESSIBLE. C. SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE MAXIMUM HEIGHT OF 44" ABOVE FINISH FLOOR. THIS DETAIL AND DETAIL 10 ON THIS SHEET. PROVIDE AT LEAST 5 PERCENT OF LAVATORIES, BUT NOT LESS D. THE WIDTH OF ANY COMPONENT OF THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED A. THERE SHALL BE A MINIMUM CLEAR SPACE 30" PERPENDICULAR BY 48" PARALLEL IN FRONT OF CLOTHES 1/4" PER FOOT IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4" MAXIMUM AND LOCATED FLUSH WITH THE FLOOR SURFACE. I- THAN ONE LAVATORY, SHALL BE ACCESSIBLE IN COMPLIANCE WITH DETAIL 12 OF THIS SHEET. D. WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: BY SECTION 1005. E. PER CBC SECTION 1010.1.5, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF THE DOOR. SUCH FLOOR OR WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30" BY 48" T- Y D. WHERE, WITHIN THE SAME FUNCTIONAL AREA, TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED, THERE SHALL BE AT LEAST ONE U 1. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET SHALL BE 18" MAXIMUM FROM THE SIDE WALL OR LANDING SHALL BE THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4" VERTICAL TO 12" HORIZONTAL PROVIDED FOR AT LEAST ONE TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM E.G. ( � i `. SHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROL VERSUS ONE RIGHT-HAND � � ,\ ¢ PARTITION. THE CENTERLINE OF THE ACCESSIBLE WATER CLOSET LOCATED IN A AMBULATORY ACCESSIBLE (2-PERCENT SLOPE). SEE DETAIL 6 FOR ADDITIONAL INFORMATION. SOAP DISPENSERS, WASH SINKS, TABLES AND STORAGE AREAS). CONTROL). I Of 30" MINIMUM COMPARTMENT, REQUIRED BY NOTE F BELOW, SHALL BE 18" FROM THE SIDE WALL OR PARTITION. F. MANEUVERING CLEARANCES AT DOORS B. CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE SHALL HAVE CONTROLS COIN SLOTS) WITHIN THE REACH RANGE OF A SEATED E. WATER CONTROLS SHALL BE OF A SINGLE -LEVER DESIGN, OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, 1 \ c� � _y 2. PROVIDE A CLEAR FLOOR SPACE AND MANEUVERING SPACE IN COMPLIANCE WITH FIGURES 8.1A, 8.1 B, 8.2A 1. THE LEVEL FLOOR OR LANDING OF AN EXIT DOOR SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING (INCLUDING PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS. THE :: \ � z � ~ -------------I OR 8.26 AT THE ACCESSIBLE WATER CLOSET COMPARTMENT AND FIGURE 3 WHEN A AMBULATORY OF AT LEAST 60" AND A LENGTH OPPOSITE OF THE DOOR SWING OF AT LEAST 44" MEASURED AT RIGHT ANGLES TO USER. CONTROLS SHALL BE LOCATED NO HIGHER THAN 48"AND NO LOWER THAN 15", ABOVE THE FINISH CENTERLINE OF THE CONTROLS SHALL BE LOCATED 39" TO 41" ABOVE THE SHOWER FLOOR AND LOCATED WITHIN THE SHOWER PER THE = I - z � ACCESSIBLE COMPARTMENT IS REQUIRED. THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE FIGURES BELOW. FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION FOR EXAMPLE, A ( FIGURES WITHIN. . C ) � M O i r E. ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING: 2. THE WIDTH OF LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 18" PAST THE WASHER OR DRYER BETWEEN 20' AND 25 IN DEPTH THE MAXIMUM HEIGHT IS REDUCED TO 44 FOR " z - 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 A � z _ � I I I I 1 1. THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVISE, AND SHALL HAVE A STRIKE EDGE OF THE DOOR FOR INTERIOR DOORS AND AT LEAST 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS. FORWARD APPROACH, OR 46" FOR SIDE APPROACH, PROVIDED THAT THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT HAND HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ONIOFF CONTROL WITH A NON POSITIVE SHUT OFF. - a� " M _ 6" MAX. O \ i I � , I 1 1 CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32"WHEN LOCATED AT THE END AND 34"WHEN LOCATED AT 3. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A FRONT APPROACH: PULL SIDE _ I + D00 2" I 18" AT INTERIOR DOORS COMPARABLE CONTROLS OR OUTLETS, THAT PROVIDE THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE IF AN ADJUSTABLE HEIGHT SHOWER HEAD OR A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE M _ . M - OF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120'F MAXIMUM. WHERE SUBJECT TO EXCESSIVE VANDALISM, TWO O FIXED SHOWER HEADS SHALL BE INSTALLED INSTEAD OF A HAND-HELD SPRAY UNIT IN FACILITIES THAT ARE NOT TRANSIENT LODGING ~ � i I I I � I I 1 z I I 1 I �� I 1 THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEE ALL FIGURES BELOW. 2. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH ALOOP OR U-SHAPED TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. SEE DETAIL 22 ON THIS SHEET. GUEST ROOMS. EACH SHOWER HEAD SHALL BE INSTALLED SO IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE co I i PARTITION HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING OR OTHER I WIDTH MI MIN. C. WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BE FRONT LOADING. SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. J, 60" MIN. FINISH TO FINISH CLEAR G. A FOLDING SEAT SHALL BE SIZED AND LOCATED AS SHOWN BELOW. SEE DETAIL 13 THIS SHEET FOR SEAT STRENGTH AND MOUNTING I I I i I OR WALL I I I I 1 WHEN HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 3. EXCEPT FOR DOOR -OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESS o � co - z 24 AT EXTERIOR DOORS 1 D. DEEP UTILITY SINKS SHALL MEET THE REQUIREMENTS FOR FAUCET CONTROLS (SEE DETAIL 12 THIS SHEET) REQUIREMENTS. I OCCURS 1 THAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS MIN. � AND A 30"X48"CLEAR FLOOR SPACE PARALLEL TO THE SINK SHALL BE PROVIDED. H. GRAB BARS SHALL BE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. GRAB BARS SHALL ALSO COMPLY WITH THE DIAMETER, WITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT _ _ _ _ � = E. FOLDING TABLES SHALL BE PROVIDED WITH THE TABLE TOP BETWEEN 28" TO 34" ABOVE THE FLOOR. KNEE SPACE SHALL BE PROVIDED BELOW IN COMPLIANCE WITH DETAIL 12 THIS SHEET. SHOWER BACK CONTROL WALL ELEVATION FOR FIGURES 16.1 AND 16.3 LOADING AND PROJECTION REQUIREMENTS OF DETAIL 13 ON THIS SHEET. GRAB BARS SHALL BE MOUNTED BETWEEN A MINIMUM 33" AND A MAXIMUM 36" ABOVE THE SHOWER FLOOR. L-SHAPED GRAB BARS ARE PERMISSIBLE OR MULTIPLE GRAB BARS INSTALLED AT THE SAME � � I i,/ `� i i `----- -----� I BE LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. MANEUVERING SPACE OUTSIDE THE COMPARTMENT DOOR SHALL COMPLY WITH DETAIL 4, NOTE z � DOOR L____�J WIDTH PUSH SIDE HEIGHT AND NO MORE THAN 6" FROM ADJACENT WALLS. GRAB BARS MAYBE MOUNTED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT, z � - I F, OF THIS SHEET. MANEUVERING SPACE INSIDE THE COMPARTMENT SHALL COMPLY WITH THE THE FIGURES - BUT SHALL NOT EXTEND TO INCLUDE THAT PORTION OF WALL OVER THE SEAT. 60" MIN. FINISH TO FINISH CLEAR N � �� � L----- __J BELOW. ADDITIONAL MANEUVERING SPACE IF A DOOR 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, � - 4. TOE CLEARANCE SHALL BE PROVIDED ON AT LEAST ONE SIDE PARTITION OF AT LEAST 9" HIGH AND 6" DEEP L _ J IS PROVIDED WITH BOTH CLOSER AND LATCH AND WITHIN THE 27" MAXIMUM REACH LIMITS FROM THE SEAT. BACK CONTROL WALL M o MEASURED FROM THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT 4. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A HINGE SIDE APPROACH: J. ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ONTO SHOWER SEATS. - - J i ^ I ABRASIVE 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- ACCOMMODATION PULL SIDE - - 22" D00 MIN WIDTH I EQ. EQ. TOILET ROOM, IN ADDITION TO THE WATER CLOSET COMPARTMENT REQUIRED ABOVE, PROVIDE AT LEAST ONE � z U) � z ¢ 27" MAX. � z w I o Q /__/ w 22 23 .< M o w i Jo � I o 31"CLEAR 13 112"MIN. 17" MAX. AMBULATORY ACCESSIBLE COMPARTMENT. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL BE 36" WIDE WITH AN OUTWARD SWINGING SELF CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH DETAIL 13 OF THIS SHEET INSTALLED ON EACH SIDE WALL OF THE COMPARTMENT. SEE FIGURE 8.3 BELOW. z 1 z � � 19"MIN. N = I MAXIMUM - U) F 48" MIN. 48" MIN. LOCATE END DOOR DIAGONAL ---- 00 18" z I 1 1/4" : V-0" SLOPE `1 END DOOR END DOOR MANEUVERIN TO THE WATER CLOSET MANEUVERING DOOR 36"MIN--------- WIDTH PUSH SIDE LAUNDRY ROOMS 2 3 _ ___-_'________________ ___ i � i \`. 1/2" MAX. THRESHOLD 7�' 1 I z F- -- I 1 1 o w l� z 1 `• " CLEAR `n URINAL 11 ACCESSIBLE LAVATORIES SHALL COMPLY WITH CBC SECTIONS 1127A.3,1138A.2 AND 11 B-606. ___ rL r-- o cw� -- -- j 1 °� o p C> _ I �o o z M � �, 1 1 o z a N - ✓ `� , - z 1 ,< ; i z > ,Y z �a' w � w .< I 1 w U_ � w ,/ `� I r-� ADDITIONAL MANEUVERING SPACE IF A DOOR �_� IS PROVIDED WITH BOTH CLOSER AND LATCH 5. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH A LATCH SIDE APPROACH: STORAGE SHALL COMPLY WITH CBC SECTIONS 1127A.11 AND 11 B-811. IF FIXED STORAGE FACILITIES SUCH AS CABINETS AND SHELVES, CLOSETS AND DRAWERS ARE PROVIDED WHERE ACCESS x � 1 �� I 1 a FLOOR v M I SPACE 1 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 THE _ z J _ z �, J f / o Q J M �' o � J M " ,' I = v �_ ---� v __� ___i PULL SIDE -------� D00 24" r-------� IS REQUIRED (BY CBC SECTIONS 1.8.2.1.2 AND 1102A), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLY = ' `. CENTERLINE OF THE FIXTURE. ALL LAVATORIES DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM 17" IN 5g"MIN. AT / 36' MIN. 59"MIN. AT I 1 WIDTH MIN z z 1 WITH THE FOLLOWING ITEMS. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES. m I -' 1 I CD I 1 I -� 1 HORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE ' ' DOOR PERMITTED ' ' ' = 1 - A. A CLEAR FLOOR SPACE AT LEAST 30" BY 48" COMPLYING WITH CBC SECTION 1138A.14 THAT ALLOWS EITHER A � z I 1 I I I � � � 1 z 1 1 � z i 21/2" MAX. w o--------------------------� FINI H FL RAND WITH VERTI AL LEARAN E MEA RED FR M THE B TT M APR N R TIDE S 00 C C C SU 0 0 0 0 0 OU S BOTTOM EDGE OF THE LAVATORY OF 29" REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT FLR. MTD. W.C. WHEN DR. FLR. MTD. W.C. TO SWING OVER OR 56"MIN. AT SWINGS IN OR 56"MIN. AT HATCHED PORTION �� 1 z I I z -I 1 � � 1 1 FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE 0 M z_ � z EDGE. IN ADDITION, A MINIMUM 9"HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THE WALL MTD. W.C. OF MANEUVERING WALL MTD. W.C. CO . 1 1 � STORAGE FACILITIES. z 15" -16" Q w 60" MIN. o WALL TO A DISTANCE NO MORE THEN 6" FROM THE BACK WALL. THE TOE CLEARANCE SPACE MUST BE FREE CLR. FLR. SPACE SPACE CLR. FLR. SPACE DOOR 24"-------� B. ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES _ a 6" MAX. 6' M 0- a 0 M � o OF 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 THIS FIGURE 8.1 A FIGURE 8.1 B ACCESSIBLE COMPARTMENT WITH ACCESSIBLE COMPARTMENT WITH WIDTH MIN L-------J PUSH SIDE SPECIFIED IN SECTION 1138A.3. C. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH CBC SECTION 1138A.4. TOUCH LATCHES SHOWER SEAT o0 FIGURE 16.1 ROLL -IN SHOWER, PLAN VIEW SHEET SHALL BE PROVIDED IN FRONT OF AND CENTERED ON ACCESSIBLE LAVATORIES TO ALLOW FORWARD END OUT -SWING DOOR END IN -SWING DOOR i i ADDITIONAL MANEUVERING SPACE IF AND U-SHAPED PULLS ARE ACCEPTABLE. APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL NOT 60" MIN. 60" MIN. I-_ J A DOOR IS PROVIDED WITH A CLOSER EXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY MORE THAN 19". THIS CLEAR SPACE SIDE DOOR SIDE DOOR 6. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS INSTALLED IN A SERIES: 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 USE 36" MIN. 60" MIN. FINISH TO FINISH CLEAR FINISH TO FINISH CLEAR SHALL COMPLY WITH ALLOWABLE REACH RANGES. 17" MIN. VANITY COUNTER WITH 25" MAX. LAVATORY MANEUVERING MANEUVERING 34" 18" 34" MIN 2"� t� / AREAS, 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-IN SHOWER SIDE CONTROL WALL ELEVATION FOR FIGURES 16.2 BACK CONTROL WALL BUILT-IN LAVATORY SHOWN FIXTURE ' CLEAR CLR CLEAR CL I _/ + + SEATING AREAS OR TABLES. 61/2" MAX. BOWL DEPTH SHOWN � � 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 NOT I .< � I i �____ RIM I COUNTER I v � W f p " a I I I o " Q I `\`I w J v J ♦ OVERLAP KNEE SPACE BY MORE THAN 19". 60" MIN. FINISH TO FINISH CLEAR J _J I 1 KNE I ♦ KNEE o w `� o w `U �� Q� C. KNEE CLEARANCE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR U 3 I 1 _J = C� _ _ Q ,,,I I t � / 1 I =� � 1 i z> � ,�� � ,1 I 1 U G�'�i COUNTERS, KNEE SPACES AT LEAST 27"HIGH SHALL COMPLY WITH THE FOLLOWING FIGURES: 19" 48" MIN. 0" MIN. MA . CLEAR LEAR 42"CLR. �30" CLR.L C 1 BACK WALL � W o w w 1 112" MAX. 3" MAX. COMPARTMENT M o w I o 65 I t-w I - I _ 0 OPENING = - I% MAXIMUM MAXI "' U' I 1 I x Q w 6 u M � o - I I � x M U I z I .< z TOE z w �, z � 1 i 1 v �/ 1 L___ y 59"MIN. AT y y 36" MIN. y 59"MIN. AT y DOOR PERMITTED G. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8112 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE F_____, I z i , « 1 I \\ / 1 � + ,Q Q i 1/4" : 1'-0" SLOPE 1/4" : 1'-0' L PE w I � J w 1 z ,n 1/2" MAX. � 1 1 = ----� LO I i � 1 r �- z N � _ F.F. FLR. MTD. W.C. TO SWING OVER WHEN DR. FLR. MTD. W.C. OR 56" MIN. AT SWINGS IN OR 56" MIN. AT HATCHED PORTION WALL MTD. W.C. OF MANEUVERING WALL MTD. W.C. CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENDORSEMENT AGENCY, NOT TO EXCEED 15 POUNDS. � = o - 1 1 z �' - --\ / \ = U_ Z ______ w _______ M o o 0 1l THRESHOLD 5"MIN. 5"MIN. "MIN CLR. FLR. SPACE SPACE CLR. FLR. SPACE FIGURE 8.2-A FIGURE 8.2-B H. IF THE DOOR HAS A CLOSURE, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN 1 � 1 0 � 0 I -1 1 I Of p INSULATE ACCESSIBLE COMPARTMENT WITH ACCESSIBLE COMPARTMENT WITH POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE �_ = w FOLDING I FOLDING 1Q o -----y -_-_-_ _ _ _ _ _ _ _ _ _ _ _ _ - -= y _ _ r - - - - rn o I w o SEAT i i SEAT o t _______1 1. _ /I z CD C OPTIONAL 18 MIN. 11"MIN PLUMBING PIPES C. THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL. SIDE OUT SWING DOOR SIDE IN -SWING DOOR 44" LATCH, 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" ___ _ - - - - - - - - - - - - - - - - ' ' - - - - - -1__ - __ M z ENCLOSURE ¢ w D. HOT WATER &DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. MIN. CLR. ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH PULL ACTIVATING BARS WHEELCHAIR SEATING SPACE WHEELCHAIR TABLE SPACE M FRONT 1/2" MAX. N o THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. E. LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND r---- _ GRAB BARS: z 1 1 OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. KNEE SPACE IS NOT REQUIRED AT CHECKOUT COUNTERS OR SERVICE COUNTERS. SEAT WALL THRESHOLD CN N SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE � - � 1 36" x 48" 1 M SHALL BE INSTALLED IN J � � "' CLR. - ACCORDANCE WITH DETAILS 10 LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH NOTE H ABOVE, IN THE DIRECTION OF EGRESS K. LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 112" OF THE DOOR TO 24"MIN. 36"MIN. OPENING CONTROLS SHALL BE NO GREATER THAN 5 POUND -FORCE. LEVER OPERATED, PUSH -TYPE, AND M 1 1 M M PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS. D. HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR TO THE ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING �- -- AND 12 OF THIS SHEET. L. THE BOTTOM 10" OF ALL DOORS AND/OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE GROUND. VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 60" MIN. DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE FIGURE 16.2 ALTERNATE ROLL -IN SHOWER, PLAN VIEW ALTERNATE FIGURE 16.3 ALTERNATE ROLL -IN SHOWER F. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE AND FIGURE 8.3 NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. SHOWER SEAT WITH OPTIONAL ENCLOSURE, PLAN VIEW SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SEE DETAIL14 ON THIS AMBULATORY ACCESSIBLE COMPARTMENT WITH FRONT OUT -SWING DOOR SHEET FOR ADDITIONAL INFORMATION. STORAGE & BUILT-INS 24 SHOWER 16 LAVATORY 12 TOILET COMPARTMENTS 8 DOORS 4 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 INVlipS'I'I'�•'L��N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 ff O 0 Z Q 2 H r O Q U Q z Q Q z Q W I.- w w I- = I- w 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. , ARcN�TF \, �� �� �� � No. C29795 � RENEWAL DATE AUGUST 31, 2023 F of CA_\1 License Stamp COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS AD-02 J C� MG W �D v J U �..�..� = U z ^J 0- F___ V / ILL N C) CN r C) C) COPYRIGHT C STORAGE FACILIITES AND LOCKERS. SHALL COMPLY WITH CBC SECTIONS 1127A6 AND 1127A11 ACCESSIBLE DRINKING FOUNTAINS WHERE PROVIDED, SHALL COMPLY WITH CBC SECTIONS 1138A.2,1139A, 11 B-306, 11 B-307 AND 11 B-602. A LOCKERS. IF PROVIDED, FOR RESIDENTS, THEIR GUEST, THE PUBLIC, CLIENTS, EMPLOYEES, MEMBERS A. GENERAL. WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALL BE A OR PARTICIPANTS, AT LEAST ONE LOCKER AND NOT LESS THAN 1% OF ALL LOCKERS SHALL BE DRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS IN ACCORDANCE WITH ACCESSIBLE TO PERSONS WITH DISABILITIES. AN ACCESSIBLE ROUTE NOT LESS THAN 36" IN CLEAR THIS DETAIL AND ONE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS IS ACCOMMODATED WIDTH SHALL BE PROVIDED TO THESE LOCKERS. BY THE USE OF HIGH -LOW FOUNTAINS, OR BY OTHER SUCH MEANS THAT WOULD ACHIEVE THE REQUIRED D. SPACES ALLOWANCES AND REACH RANGES IN COMMON USE AREAS. SEE DETAIL 22 ON SHEET AD-02 FOR ACCESSIBILITY FOR EACH GROUP ON EACH FLOOR. WHERE MORE THAN ONE DRINKING FOUNTAIN IS THE REQUIRED CLEAR SPACE, ALLOWABLE REACH RANGES AND REQUIREMENTS FOR CONTROLS AND PROVIDED ON A FLOOR, 50% OF THOSE PROVIDED SHALL COMPLY WITH ITEMS A, B, D, AND E OF THIS DETAIL OPERATING MECHANISMS. AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DETAIL 2 OF SHEET AD-02.0. ALL DRINKING FOUNTAINS SHALL COMPLY WITH ITEM C OF THIS DETAIL. B. CLEARANCES. WALL -MOUNTED AND POST -MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE A MINIMUM 18" AND A MAXIMUM 19" IN DEPTH AND SHALL HAVE CLEAR KNEE AND TOE SPACE BETWEEN THE BOTTOM APRON AND THE FLOOR OR GROUND AS SHOWN IN FIGURE 2.1 BELOW. THE KNEE AND TOE SPACE PROVIDED SHALL BE CLEAR OF EQUIPMENT AND OBSTRUCTIONS. AT HIGH -LOW TYPE FOUNTAINS, CENTER THE 30" X 48" CLEAR FLOOR SPACE ON THE LOW FOUNTAIN FIXTURE. A SIDE (PARALLEL) APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. 18" TO 19" CENTER CLEAR SPACE ON DRINKING FOUNTAIN 15 MIN." 5" I 1 I KNEE Z I I 00 Z i TOE Q N --- ao EQ. EQ.118" 30" MINIMUM 17" TO 19" FIGURE 2.1 C. ALCOVES. ALL DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS TO NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE OR WING WALLS IN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE AS SHOWN IN FIGURE 2.2 BELOW. ADDITIONALLY, ALCOVES AND THE SPACE BETWEEN WING WALLS SHALL COMPLY 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 OTHERWISE POSITIONED SO AS TO LIMIT ENCROACHMENT INTO PEDESTRIAN WAYS ARE PERMITTED TO PROJECT 4" INTO - 21 - 17 - 13 - 9 LOCKERS & STORAGE WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. 36" MINIMUM 32" MINIMUM 40 WALLS, CAVITY ACCESSIBLE SWIMMING POOLS SHALL COMPLY WITH CBC SECTIONS 1141A AND 31B CLEAR WALL OR HAND CLEAR A. GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL COMPLY WITH THE STATED CODE SECTIONS. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION. ♦ RAILS IB. 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 BE x iPROVIDED Wt7,\ AT EACH POOL TYPE. SEE LANDSCAPE PLANS FOR REQUIREMENT COMPLIANCE AND INFORMATION.47 N rn rn zn - — OooO�I V N IL � F_ po—At 11107 WALLS, CAVITY WALL OR HAND RAILS, SEE FIGURES VARRIES ABOVE FOR ADDITIONAL 30" MIN. CLEAR INFORMATION CLEAR FLOOR SPACE OF LOW FOUNTAIN CAN ENCROACH UNDER "HIGH" I I FOUNTAIN IF KNEE SPACE IS PROVIDED. I M I "HIGH" FOUNTAIN "LOW" FOUNTAIN FIGURE 2.2 EQ. EQ. D. OPERABLE PART, SPOUT HEIGHT AND LOCATION. THE BI IBBi ER SHA L BE ACTIVATED BY A MANUALLY ACTIVATED SYSTEM COMPLYING WITH DETAIL 17, ITEM D, ON SHEET AD-020.0 THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED 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 BE LOCATED 5" MAXIMUM IN FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY 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. WHERE SPOUTS ARE LOCATED BETWEEN 3" AND 5" MAXIMUM FROM THE FRONT FACE OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15' MAXIMUM. - 22 - 18 - 14 - 10 SWIMMING POOLS 6 DRINKING FOUNTAINS 2 SIGNS. WHEN SIGNS AND OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH CBC TELEPHONES SHALL COMPLY WITH CBC SECTIONS 1140AAND 1113-704. SECTION 1143A & 11 B-703. A. GENERAL. IF PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT TELEPHONES OR OTHER PUBLIC A. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY TELEPHONES ARE PROVIDED THEY SHALL COMPLY WITH THE REQUIREMENTS WITHIN THIS DETAIL. AT LEAST WITH NOTES E, F, H, I AND J BELOW. ONE TELEPHONE IN EACH BANK OF TELEPHONES SHALL BE ACCESSIBLE. B. WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF A B. CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30" X 48" THAT ALLOWS A BUILDING, THEY SHALL COMPLY WITH NOTES E, F AND G BELOW. FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT C. WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND TELEPHONES. FEATURES OF A BUILDING, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY C. SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A AND COMPLY WITH NOTES E AND J BELOW. SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" BY 48". THE MINIMUM CLEAR FLOOR OR GROUND D. IDENTIFICATION SIGNS SHALL COMPLY WITH ALL REQUIREMENTS. DIRECTION AND INFORMATION SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN SIGNS SHALL COMPLY WITH FINISH, PROPORTIONS, AND CHARACTER HEIGHT. ACCESSIBILITY OBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE SIGNS SHALL COMPLY WITH FINISH AND CONTRAST. REQUIRED UNDER SOME OBJECTS. SEE DETAIL 22, ITEM C, ON SHEET AD-02. FOR ADDITIONAL INFORMATION. E. FINISH AND CONTRAST CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A D. RELATION OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, CLEAR FLOOR OR GROUND SPACE OF A WHEELCHAIR SHALL ADJOIN ANOTHER WHEELCHAIR FLOOR SPACE. EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE F. PROPORTION CHARACTERS ON SIGNS SHALL SE SELECTED FROM FONTS WHERE THE WIDTH OF SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. SEE DETAIL 22, ITEM C, ON SHEET THE UPPERCASE LETTER "0" IS 60% MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF AD-02. FOR ADDITIONAL INFORMATION. THE UPPERCASE LETTER "I". E. FLOOR SURFACES FOR WHEELCHAIR SPACES. FLOOR SURFACES SHALL CONFORM TO THE REQUIREMENTS G. CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL SIZED ACCORDING TO THE WITHIN DETAIL 22, ITEM D, ON SHEET AD-02. BASES, ENCLOSURES AND FIXED SEATS SHALL NOT IMPEDE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED APPROACHES TO TELEPHONES BY PEOPLE WHO USE WHEELCHAIRS. USING AN UPPERCASE "X'. LOWERCASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED F. MOUNTING HEIGHT. THE HIGHEST OPERABLE PART OF A TELEPHONE SHALL MEET THE SPECIFIED REACH OR PROJECTED ABOVE THE FINISH FLOOR GREATER THAN 80", THE MINIMUM CHARACTER HEIGHT RANGES SPECIFIED WITHIN DETAIL 22, ITEM E, ON SHEET AD-02. TELEPHONES MOUNTED DIAGONALLY IN A SHALL BE 3". CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE H. RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS WHEN RAISED CHARACTERS ARE PART ON HIGHER THAN 54" ABOVE THE FLOOR. WHEN ENCLOSURES ARE PROVIDED, THE REACH RANGES REQUIRED OR PICTORIAL SYMBOLS ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE SHALL BE AS SPECIFIED IN THE FIGURES BELOW. FOLLOWING REQUIREMENTS: G. ENCLOSURES. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY MAY OVERHANG THE CLEAR FLOOR SPACE 1. CHARACTERS ON SIGNS SHALL BE RAISED 32" MINIMUM AND SHALL BE SANS -SERIF REQUIRED IN ITEMS B, C AND D ABOVE WITHIN THE LIMITS SHOWN BELOW. UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH "F" BELOW. 2. RAISED CHARACTERS SHALL BE A MINIMUM $" AND A MAXIMUM OF 2" HIGH. 3. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHT. ANY WIDTH ANY WIDTH 4. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM $" AND A MAXIMUM 2" DIRECTLY BELOW THE TACTILE CHARACTERS, FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. I. LOCATION WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED 77 ALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE o DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN THE o ________________ SIGN IS LOCATED WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE II r__ ' _ RIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT z_ + o o a co WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR w SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN SIDE REAR ENCLOSUR on = I`/al ------------------- 2 3 1 9 1 5 11 POSITION. L 48" MINIMUM L — — — — J. HEIGHT SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM PLAN VIEW ELEVATION ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. K. BRAILLE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHENEVER BRAILLE IS REQUIRED. 40, 30" MIN. CLEAR BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBC IF "X" <_ 20" SECTION 1143A.7 AND CBC SECTION 11 B-703.3. 36" MIN. CLEAR SEE PLAN VIEW IF "X" > 20" CHARACTER WIDTH TO HEIGHT RATIO BETWEEN 3:5 (SHOWN) AND 1:1 — — Q , a N� o z STROKE WIDTH TO _;<� N `� � HEIGHT RATIO BETWEEN Z I I •• 1:5 AND 1:10 (SHOWN). 00 Q v w w - J co j � I I N W m m w GRADE 2 BRAILLE ___I_ M Q U oo c� M � (gyp O �—----------y 18" MINIMUM 30" MINIMUM PLAN VIEW ELEVATION STAIR NUMBER STAIR Nil GRADE 2 BRAILLE FORWARD REACH ENCLOSURES t H. VOLUME CONTROL TELEPHONES. PUBLIC TELEPHONES REQUIRED TO HAVE VOLUME CONTROLS SHALL BE ROOF ACCESS EQUIPPED 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 GAIN t• ; : ` ------ ROOF ACCESS GRADE 2 BRAILLE MINIMUM. AN AUTOMATIC RESET SHALL BE PROVIDED. VOLUME CONTROL TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF A RECEIVER CAP. PUBLIC TELEPHONES WITH VOLUME CONTROL SHALL BE HEARING AID COMPATIBLE. z_ I. TEXT TELEPHONES. IF A TOTAL OF FOUR OR MORE TELEPHONES (INCLUDING BOTH INTERIOR AND EXTERIOR PHONES) ARE PROVIDED AT A SITE, AND IF AT LEAST ONE OF THE TOTAL IS IN AN INTERIOR LOCATION, THEN AT LEAST ONE INTERIOR PUBLIC TEXT TELEPHONE SHALL BE PROVIDED. TEXT TELEPHONES SHALL MEET THE FLOOR LEVEL REQUIREMENTS SPECIFIED IN CBC SECTION 1140A.7, 11 B-704.4 & 11 B-704.5. GRADE 2 BRAILLE J. CONTROLS. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. K. CORD LENGTH. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG. 1 THROUGH 4 FLOOR LEVELS SERVED L. TELEPHONE DIRECTORIES, WHERE PROVIDED, SHALL BE LOCATED IN ACCORDANCE WITH THE REACH . , • •, ... ; •- GRADE 2 BRAILLE. RANGES IN DETAIL 22, ITEM E, ON SHEET AD-02. ADDITIONAL RAISED CHARACTER AND BRAILLE EXIT SIGNS PER CBC SECTIONS 1013.4 AND 11B-703 - 24 - 20 - 16 - 12 SIGNAGE 8 1 TELEPHONE 4 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 INVL�'SI'NAEN•I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF r C) N Q U Q z Q Q z Q U) w w F_ 1I w LO r L0 015 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 ARP ,A No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A� License Stamp COMMON &PUBLIC AREA ACCESSIBILITY NOTES &DETAILS (2) AD-0201 Z Q J Ir-n V ILL N N C) N 1 r C) 00 0 COPYRIGHT U ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SHALL COMPLY WITH CBC SECTION GRAB BARS SHALL COMPLY WITH CBC SECTION 1127A.4 LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH CBC SECTION WATER CLOSETS IN BATHROOMS AND POWDER ROOMS SHALL COMPLY WITH CBC SECTION BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH CBC SECTION 1134A.5 THIS SHEET IS FOR REFERENCE ONLY AND ILLUSTRATES CODE -REQUIRED MINIMUM STANDARDS FOR DWELLING 1136A 1134A.8. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE 1134.A.7. UNITS WITHIN A MULTIFAMILY DEVELOPMENT. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR A. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36" MAXIMUM ACCESSIBLE. A. THERE SHALL BE A MINIMUM FLOOR SPACE 48" PARALLEL BY 30" PERPENDICULAR TO THE APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT. A. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. A. THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48" IN CLEAR WIDTH. SIDE OF THE BATHTUB OR BATHTUB -SHOWER COMBINATION MEASURED FROM THE FOOT OR THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE 2019 CALIFORNIA BUILDING CODE COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48" MEASURED EXCEPTION THAT THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB A. LOCATION: THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET AT DRAIN END OF THE TUB. THE AREA UNDER A LAVATORY MAY BE INCLUDED IN THE CLEAR (CBC) AND APRIL 1998 FAIR HOUSING ACT (FHA) DESIGN MANUAL, AND INTENDED TO PROVIDED THE CONTRACTOR FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15" TO THE BOTTOM OF SHALL COMPLY WITH SECTION 1127A.5.2. MINIMUM OF 18" FROM AN ADJOINING WALL OR FIXTURE FOR FORWARD APPROACH. THE LEAST 36". FLOOR SPACE PROVIDED THAT KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8 (SEE THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING B. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24" EXCEPTION: THE 48" MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36" FOR LAVATORIES, DETAIL 16 THIS SHEET). CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACH KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS, IF FURTHER PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE THE FOLLOWING: FROM AN ADJOINING WALL OR FIXTURE FOR PARALLEL APPROACH. THE TOP OF THE CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A INTO THE FLOOR SPACE. INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC AND FHA A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES 1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 n". FIXTURE RIM SHALL BE A MAXIMUM OF 34 " ABOVE THE FINISH FLOOR. DISTANCE SHALL BE WATER CLOSET WHICH EXTEND NO MORE THAN 24" IN DEPTH. B. GRAB BAR REINFORCEMENT SHALL BE PROVIDED ON THE BACK AND SIDE SURROUNDING DESIGN MANUAL PRIOR TO FABRICATION OR INSTALLATION OF THE WORK. SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND 2. GRAB BARS WITH NON -CIRCULAR CROSS SECTION SHALL HAVE ACROSS- SECTION MEASURED TO THE HIGHER OF THE FIXTURE RIM FOR SURFACE MOUNT OR COUNTER WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS A WALLS AS SHOWN BELOW. IA BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALL DWELLING UNITS SHALL COMPLY WITH CBC CHAPTER 11A AND THE FHA DESIGN MANUAL. A DWELLING UNIT IS A MORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE. DIMENSION OF 2" MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON -CIRCULAR SURFACE FOR UNDER MOUNT. GRAB BAR TO BE INSTALLED ON ONE SIDE OF A FIXTURE. IN LOCATIONS WHERE WATER PROVIDE REINFORCED AREAS FOR INSTALLATION OF FLOOR -MOUNTED GRAB BARS. SINGLE UNIT OF RESIDENCE FOR A FAMILY OF ONE OR MORE PERSONS, WHICH MAY INCLUDE CONDOMINIUMS, AN CROSS SECTION SHALL BE 4" MINIMUM AND AND 4.8" MAXIMUM. " " B. MANEUVERING: A 30X 48CLEAR SPACE SHALL BE CENTERED ON THE LAVATORY. CLOSETS ARE ADJACENT TO WALLS VANITIES LAVATORIES OR BATHTUBS THE CENTERLINE C. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND APARTMENT UNIT WITHIN AN APARTMENT BUILDING, AND OTHER TYPES OF DWELLINGS IN WHICH SLEEPING RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE 3. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. OF THE FIXTURE SHALL BE A MINIMUM OF 18" FROM THE OBSTACLE. AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE ACCOMMODATIONS ARE PROVIDED BUT TOILETING OR COOKING FACILITIES ARE SHARED BY OCCUPANTS OF MORE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, C. THE SECURED STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MANEUVERING SPACE B. WATER CLOSETS SHALL BE LOCATED IN A FLOOR SPACE MIN. 48" IN WIDTH AND MIN. 66" IN FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND -FORCE. LEVER THAN ONE ROOM OR PORTION OF THE DWELLING. EXAMPLES OF THE LATTER INCLUDE DORMITORY ROOMS AND ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. MOUNTING DEVICES SHALL MEET THE REQUIREMENTS WITHIN SECTION 1127A.4.4. GRAB BARS __ _ _ __ DEPTH. A FIXED CABINET OR WING WALL MAY PROJECT MAX. 24" PERPENDICULAR FROM THE OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES SLEEPING ACCOMMODATIONS IN SHELTERS INTENDED FOR OCCUPANCY SUCH AS RESIDENCES FOR HOMELESS PERSONS. SHALL NOT ROTATE WITHIN THEIR FITTINGS. J REAR WALL OF THE FIXTURE (FHA 7.43-7.44). OF ACCEPTABLE DESIGNS. GENERAL NOTES 1 EXCEPTIONS INCLUDE OUTLETS INSTALLED FOR BASEBOARD HEATERS, FLOOR RECEPTACLES INSTALLED ADJACENT TO SLIDING PANELS OR WALLS, BASEBOARD OUTLETS USED IN D. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUND EDGES. Ii i I -'I C. WATER CLOSET SEAT HEIGHT SHALL BE MIN. 15". D. CONTROLS SHALL SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR I I i Z Q I I 2 REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND -FORCE 24" MIN. OUTLETS NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. = I w z Q � U E. GRAB BAR REINFORCEMENT SHALL BE PROVIDED AS SHOWN BELOW. LOCATED AT BOTH HEAD I �� o ACCESSIBLE ROUTE(S) WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH B. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA FACE OF FINISH - - _ �� �� Q WALL AND CONTROL WALL SECTION 1130A. TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, v Q I ��' J U = A. AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THE HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" MEASURED TO 1 1" CIRCULAR DIAMETER OF 1 �" 4 J I I 2 O Q � Q Q 1 I 40" MIN. 12" 26" MIN. DWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR, THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15" TO 2 MINIMUM TO 2" MAXIMUM. w �� z w O J p J I I I 0 ? Q Q 0 < �- �- - MAX. AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACES THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF IN a - - ---- - --------y 0 w Of I 0 APPROACH - Q 0 w Q a z J AT KITCHEN APPLIANCES AND BATHROOM FIXTURES. THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER AN OBSTRUCTION (FOR - a 1 `_9' Q Q N U w Q 2 ¢ B. THE ACCESSIBLE ROUTES INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS MAY EXAMPLE A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN ---- - -- -� LU GRAB BAR GRAB AR 0o 2 Y INCLUDE HALLWAYS, CORRIDORS AND RAMPS AND SHALL BE AT LEAST 36" WIDE. THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS w U REINFORCEMENT REINFOR EMENT M M Q SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. 0° CHANGES IN LEVEL ON ACCESSIBLE ROUTES WITHIN THE MULTIFAMILY DWELLING UNIT SHALL C. CABINETS UNDER THE LAVATORY ARE PERMITTED PROVIDED A PARALLEL APPROACH IS COMPLY WITH SECTION 1131A. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED AND THE CABINETS ARE DESIGNED TO PROVIDE THE ADAPTABLE KNEE AND TOE A. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED i". PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME SIN z � M z w CLEARANCES. o B. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE.. OBSTRUCTION z z � D. KNEE AND TOE CLEARANCE SHALL BE PROVIDED AS SHOWN BELOW. A MAXIMUM OF 19" OF z THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%SLOPE). Q � w p > THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY KNEE AND TOE CLEARANCES. A X Q C. CHANGES IN LEVEL NOT EXCEEDING 4" MAY BE VERTICAL. EXCEPTIONS INCLUDE APPLIANCES (KITCHEN STOVES, DISHWASHERS, RANGE HOODS, ? m o MAX. OF 6" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY TOE CLEARANCE. g 6' A . 48 MIN. 6' D. CHANGES IN LEVEL GREATER THAN i SHALL BE MADE BY MEANS OF A RAMP, ELEVATOR OR MICROWAVE OVENS, LAUNDRY EQUIPMENT AND SIMILAR APPLIANCES) THAT HAVE CONTROLS a J I- LL E. THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL. M Q 2" PLATFORM LIFT. LOCATED ON THE APPLIANCE. z �_ _ = F. HOT WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR w `" OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER in M _ LL LAVATORIES. / ACCESSIBLE ROUTE 2 G. LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE SWITCHES AND OUTLETS 21 GRAB BARS % 1 WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND -FORCE. 36" MIN. CLR. z PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1132A.1. / LEVER OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE - THE REQUIREMENTS OF SECTION 1126A.3 SHALL APPLY TO THE MANEUVERING CLEARANCES AT THE SIDE OF THE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET LAVATORY/VANITY WITH FIXED 18" MIN. 17" - 18" M DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES, INCLUDING ENTRY OR EXIT DOORS WHICH OPEN FROM THE KITCHENS SHALL COMPLY WITH CBC SECTION 1133A CLEAR FLOOR SPACE AT APPLIANCES & FIXTURES REMAINS OPEN FOR AT LEAST 10 SECONDS. H. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE CABINETRY PERMITTED Q COVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE. A. CLEAR FLOOR SPACE ACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM INTERIOR DOORS AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH SECTION 1132A.2. 1. A CLEAR FLOOR SPACE SHALL BE PROVIDED FOR PARALLEL APPROACH AT A THE FLOOR. EXCEPT AS ALLOWED BY SECTION 1109A.2, INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARY RANGE OR COOKTOP. -- - -- - - 2. A CLEAR FLOOR SPACE THAT PERMITS EITHER PARALLEL OR FORWARD �; \\ ,� `\ BACK WALL EXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHED APPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURES �- ------ - - -- - - \ - Q- BASEMENT OR ATTACHED GARAGE. �` vv OR APPLIANCES. �' \�� Ii i a 3. THE CENTERLINE OF THE PROVIDED SPACE SHALL BE ALIGNED WITH THE `` �' II CENTERLINE OF THE FIXTURE OR APPLIANCE. \ I \ / I J J � O O A. THE WIDTH AND HEIGHT OF DOORS SHALL COMPLY WITH THE FOLLOWING: 1. DOORS SHALL BE NOT LESS THAN 6'-8" IN HEIGHT REFRIGERATOR 1 II ti I \ , of Q 2. SWINGING DOORS MUST PROVIDE A MINIMUM NET CLEAR OPENING WIDTH OF 32', MEASURED WITH THE PARALLEL OR FORWARD - �- - - B. CLEAR WIDTH y' Q I \ / = I z w o = DOOR OR DOORS POSITIONED AT AN ANGLE OF 90-DEGREES FROM THE CLOSED POSITION. A 34' DOOR IS APPROACH REQUIRED �' II 1. U-SHAPED KITCHENS WITH A PARALLEL APPROACH AT A RANGE OR COOKTOP AT 1 ACCEPTABLE. THE BASE OF THE "U" SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". (FIGURE A) ��ii z_ 3. SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES WITHIN THE DWELLING UNIT. 2. U-SHAPED KITCHENS WITH A COOKTOP OR SINK AT THE BASE OF THE "U" WITH A `------- -- - -- - - / \ w J `� �' 4. A NOMINAL 32"CLEAR OPENING PROVIDED BY A STANDARD 6' WIDE SLIDING PATIO DOOR IS ACCEPTABLE. 1 FORWARD APPROACH SHALL HAVE A MINIMUM CLEAR WIDTH OF 48". (FIGURE B I ` U °° I \ \` '� 5. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF THAT PROVIDES A CLEAR AND C) L I ; `\ � .� �� WIDTH OF NOT LESS THAN 32", MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90-DEGREES -- -----1-J 3. ALL OTHER KITCHENS SHALL HAVE A MIN. CLR. WIDTH OF 48". (FIGURE D) i `\ g Z FROM ITS CLOSED POSITION. 4. U SHAPED KITCHENS WITH A SINK AND DISHWASHER AT THE BASE OF THE "Ur' I \\ B. FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL BE LEVEL AND CLEAR. CHANGES IN HEIGHT BETWEEN ----------- SHALL HAVE A MINIMUM CLEAR WIDTH OF 68" TO ACCOMMODATE THE PARALLEL \- /� 2 I / \ _ �' `� co �\ co LANDINGS SHALL COMPLY WITH CBC SECTION 1126A.2 OUTSIDE THE UNIT, SEE DETAIL 6 SHEET AD-02, AND APPROACH OF BOTH THE SINK AND THE DISHWASHER. (FHA 7.9) (FIGURE E) `\ /' i 1! ___ _______ ` �' `�\ CBC SECTION 1132A.4 WITHIN THE UNIT, SEE DETAIL 4 THIS SHEET. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -� C. MANEUVERING CLEARANCES AT DOORS SERVING COVERED DWELLING UNITS SHALL COMPLY WITH CBC C. REMOVEABLE CABINETRY REQUIRED ���----�-- \` ----- �- %� MIRROR SECTION 1132A.5 (SEE FIGURES BELOW) AND CBC SECTION 1126A.3 FOR OTHER DOORS. 1. BASE CABINETS AND SHELVING DIRECTLY BELOW THE KITCHEN SINK COUNTER FUNCTIONAL 30"X48" 1 `� `\ , �' 48" MINIMUM 48" MINIMUM D. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 81/2 POUNDS FOR EXTERIOR DOORS AND 5 AREA SHALL BE REMOVEABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR CLEAR SPACE FOR CLEAR (FHA 7.43). POUNDS FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE KNOWLEDGE. APPLANCE WITH `. �' \/ DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT 2. KNEE SPACE PER 1134A.8, #4. PULL OUT OR PULL/\\ RIM/COUNTER TO EXCEED 15 POUNDS. 3. THE FINISH FLOOR BELOW THE KITCHEN SINK SHALL BE EXTENDED TO THE WALL. DOWN DOOR (FHA) ��1/ `, Ii E. IF THE DWELLING UNIT ENTRY DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE KNEE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO ---' - II - ' - - J KNEE �` MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR (SECTION `�-----� - -----�---- D. COUNTERTOPS 1 `�� /' _ � \ II \ 1 �'� t 1126A.4.1 AND FHA REQ. 3). 1. A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR THE INSTALLATION OF II / \ ' OVEN, DISHWASHER AND �� ` ' F. HAND -ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" THE KITCHEN SINK. �\ �� AND 44"ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ON AN TRASH COMPACTOR _ I it \ I' 2. A MIN. LINEAR LENGTH OF 30" SHALL BE PROVIDED FOR A WORK SURFACE. TWO PARALLEL OR FORWARD 1 - II ; `i t Q ~ Q g z ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, 15" BREADBOARDS MAY BE PROVIDED IN LIEU OF WORK SURFACE 1 y' 1 ' ` APPROACH REQUIRED II 1 `\ i w X _ O Q o PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING �' �' 3. MIN. 5 PERCENT OF COVERED DWELLING UNITS MUST PROVIDE �' I / 1 \ 1 t THE ABILITY TO GRASP THE HARDWARE. RE-POSITIONABLE COUNTERTOP WORK SURFACE AND SINK PER CBC 1133A.4.1.----�---- i G. LEVER OR LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED TO RETURN TO WITHIN 1/2" OF THE DOOR STONE, CULTURED STONE, AND TILED COUNTERTOPS DO NOT NEED TO MEET `� ------ -- - -- - - z `' ? t TO PREVENT CATCHING OF CLOTHING OF PERSONS DURING EGRESS IN GROUP R AND U OCCUPANCIES WITH THE REPOSITIONING REQUIREMENTS. TWO 15" BREADBOARDS MAY BE I AN OCCUPANT LOAD GREATER THAN 10. PROVIDED IN LIEU OF THE RE-POSITIONABLE COUNTERTOP WORK SURFACE L -- - -- J 1 --� i _ TOE - _ N H. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO a. THE KITCHEN SINK AND WORK SURFACE COUNTERTOP SHALL BE DESIGNED BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28". REQUIRED 30"X48" NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF CLEAR SPACE AT ----- - T- -- - - b. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK AND WORK SURFACE COOKTOP (FORWARD I \\ I 1 I WATER CLOSET 10 BATHTUB 6 THE DOOR. I. EVERY PRIMARY ENTRY DOOR TO A COVERED MULTI DWELLING UNIT SHALL BE PROVIDED WITH A SHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3. I I -FAMILY \ , I APPROACH WITH KNEE! \ I I c. THE SIDES OF ADJACENT CABINETS AND THE BACK WALL SHALL BE I \ , 1 SPACE AS ALTERNATES 1 DOOR BUZZER, BELL, CHIME OR EQUIVALENT. THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUM OF 48" ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING. \ CONSTRUCTED OF DURABLE AND NONABSORBENT MATERIALS. I \ I I 1 8" DEEP KNEE d. FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THE I ` 4 OI O I \\ /' I CLEARANCE 30" WIDE SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 1134A.6 PRIMARY ENTRY (MIN. 3' 0" WIDE DOOR INTERNAL UNIT DOOR KITCHEN SINK AND WORK SURFACE. I I RANGE OR COOKTOP I \\// I I 11" DEEP KNEE ---- - I - /\ - I- ONLY PARALLEL I / \ I CLEARANCE 30" WIDE A. GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OF ___________ INTERIOR SIDE 1 E. KITCHEN SINK FAUCET APPROACH REQUIRED. I / \ I 1 OI O `,�- - - - - I SHOWERS 32 INCHES TO 38 INCHES ABOVE THE FLOOR AND MINIMUM OF 6 INCHES z 1 I /' CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND I / 1 \ I / I 1 \ 1 17" MIN. DEEP TOE CLEARANCE 30" WID NOMINAL IN HEIGHT. (CBC 1134.6.4) B. WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES IN HEIGHT AND HAVE 18" iv Z 18" MIN. MIN. AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. REQUIRED ' 1 \ 1 / 1 v THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5PQUND-FORCE. FUNCTIONAL 30"X48" ABEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. LEVER OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS CLEAR SPACE AT I /_ � I 1 THRESHOLD' INCH OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOT ------- ------- ------- ------- _ ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF RANGE PULL DOWN -\\ / -� EXCEEDING 45 DEGREES FROM HORIZONTAL. (CBC 1134.6.5) = 1 1 * IF A CLOSER I .* 32" NET. I 32" MIN. LANDING MAY \ / THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. DOOR (FHA) V U z_ Z Z Q CLEAR OR A CLOSER _ CLR.** BE REDUCED \\ p 0 1 I I IAT i AND A LATCH Z I I // 54" HINGE TO 39" IF DOOR L ' / \ \\ - w ARE PROVIDED oo LL a APIPROACH 1 i i PROVIDES 34" -,mnwd.nks Nerw 4r lelk // � / \ wall -mounted CONTROL WALL � Q 1 I I EXTERIOR S DE L-------J CLR. OPENING. L---1------- .ern rer, wc.rd m.ede".m e.ir kr�m,..p.r,. space s•i"�+•d hr ANSI . �.d.�.r. countertop counterto r countertop -J _ DOOR FRONT 1 \\ 1 pMR"aaar.a AI Nmpm------------� support brackets lavatory // 1 \ / MAXIMUM 1/2" : V-0" DOOR 2'-O" LATCH APPROACH WIDTH Pure piper diWrwlshe.sn 9e \\\\ x U i SLOPE �\ w WIDTH _ .roped is wuloraa GARBAGE � i DISPOSAL TO BE ,,,, I - -- - - 1 L____ remova#3le i J z \\ I \\ // Q � U - \ / � z DOORS - - f h ek-d CLEAR OF REQUIRED KNEE SPACE -- - - -- - -------� g I\ x Q bo i `\\ / \ w r vanity cabinet _ ` 30M��' \ DOOR LANDINGS SHALL COMPLY WITH CBC SECTION 1132A.4 A. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXIT KITCHEN SINK _ _ �` _ kY _'. % PARALLEL OR FORWARD I SEAT WALL DOORS OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE OR FLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING: " �•�. + ` �' + WITH KNEE SPACE 1 �'\ 1 /� ` APPROACH REQUIRED, '� `� �--------- __\` 48" MIN. CLEAR B. EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS ARE LIMITED TO NOT MORE THAN 1/2" OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES BASE CABINETS DIRECTLY- IN LEVEL SHALL EXCEEDING 1/2" SHALL BE MADE BY MEANS OF A RAMP WITH A MAXIMUM RAMP SLOPE NO 1 UNDER THE KITCHEN SINK .ss:-; GREATER THAN 1 :12 (8.33%) PER CBC SECTION 1122A.2. COUNTER AREA MUST BE "' -" " 36" MIN CLEAR PATH C. EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION SERVING SECONDARY EXTERIOR DOORS ONTO DECKS, - REMOVABLE TO PROVIDE L -- - -- J ,t'�'�'t- {i .•. - ,';:;: 39" IF 3' DR INSTALLED PATIOS OR BALCONY SURFACES MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF 1", PROVIDED A RAMP WITH A MAXIMUM SLOPE OF 1 : 8 (12.5% IS PERMANENTLY INSTALLED. KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANY CLEARANCE FORA _-_ :::::•�t:• CABINET, COUNTERTOP OR THE FACE OF ANY APPLIANCE EXCLUDING ( WHEELCHAIR. (CBC 1133A.3) - -- - - ,:;:;�:-:;:;. ' ' 1O 42 INCH ROLL -IN THRESHOLDS SHALL COMPLY WITH CBC SECTION 1132A.4.1 A. THRESHOLD AT PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 112". HANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THE /-- OPPOSING CABINET, COUNTERTOP, APPLIANCE OR WALL AS FOLLOWS: :-::•:k :'••� t�- _::::' I B. THRESHOLDS AT UNIT SECONDARY EXTERIOR DOORS AND SLIDING GLASS DOORS SHALL BE NO HIGHER THAN -0" 48" MIN. CLEAR 3/4". MAX C. MATERIAL CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2". 60" 48" ��' W MINIMUM CLEAR INIMUM CLEA 1 1 v 30" CLEAR WORK SURFACE �' WIDTH WIDTH - - o PARALLEL OR FORWARD WITH 1 �� 1 D KNEE SPACE APPROACH I I ------------------- `�� ��' `� i' z g 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 NO GREATER THAN 1 :2 (50%). - REQUIRED, BASE CABINETS, '� \`� z 1 �'� �`. Mo F--- �' `� 2 SHELVING, AND TOE KICK I �' `� PRIMARY ENTRY AND REQUIRED EXIT DOORS �� _ _ _ DIRECTLY UNDER WORKSPACE i0 COUNTER MUST BE REMOVABLE z �� ------_---____� X Q L -- - Q TO PROVIDE 30 MINIMUM 1 __ w O O r-� w CLEARANCE FOR A WHEELCHAIR. `\\� MAXIMUM 1/2": 1'-0" J Q LOCATE w a U X X Q o- ------ i i i - - - - -T /' v C) (CBC 1133A.3) Removing n VanityCabinet SPRAY ON WALLOFLUSH AND � U \ w � � RAMP � g � g \ / 1 /r 00 ��0 RANGE OR i i� O ? � 12 1 I 7 \\ /, // \� /x\� I COOKTOP i �\ Exposeto n PARALLEL WITH MANEUVERING ; �\ I I i \ , WITH I x z SPACE OUTSIDE THE SHOWER z o0 I I 1 � TYPICAL ALL SHOWER PLANS PARALLEL I 1 0 ___ I APPROACH I I / ` O2 60 INCH ROLL -IN W > w ----- L ____ SINK OR COOKTOP REAR WALL w w ° � z V) 2 /o MAX O O {� _ ED WITH FORWARD N w z EXTERIOR APPROACH 5'-0" MIN. CLEAR ENTRANCE N Q � o LANDING SLOPE FIGURE A FIGURE B w Q 30" MIN. 3'-0" MIN. CLEAREXTERIOR-DOORN CO SECONDARY SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #1 SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 39" IF 3' DR INSTALLE 48" 48„ MINIMUM CLEAR _ 48„ INIMUM CLEA Olt— OP INIMUM CLEA WIDTH WIDTH WIDTH CONTROL WALL i \\ �,iil / 1 i \\ ,'�/ z J Q U X w > RAMP < CU 8 - / \ zI M F- O IOI- \ / 1 /x\ Z O O J Q LU w I / \ J Q J Q W T 1 > \ //� I 1 \ OIO I Q OI Q 1 1 J i // \\� LL 1 2= U I / �- I X-r �_ I--�� -----\ b� Q w z m H W 2% MAX M U) w z EXTERIOR I I :\ /�L I 1 0� 0 1O� \ / �_ I I I \ / 1 i i g_ I // \\ O '�' `y `� LANDING SLOPE w Q m X 01 v i �'\`x'�`�i i i z\\`x'// 00 � z INTERIOR FLOOR MATERIAL CHANGES J 00 / \ y I / \ O1 O g I < > BEVEL w 2 FINISH I 1 - I 1 1 zF L--- I/-- \ 1 1 _ \i __� ---- 1 1 g I} �� r �'� ? SINK OR COOKTOP 0-0 3 ALTERNATE ROLL IN COMPRESSED CARPET 1/2" -1 FLOOR EVEN MAX. BELOW THRESHOLD y ----y WITH FORWARD APPROACH MAT CARPETING MUST CONSIST OF: FIGURE D FIGURE E 68" FIGURE C A. LEVEL LOOP X Q DOOR THRESHOLD INIMUM CLEAR VVIDT4 B. TEXTURED LOOP 2 v SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #3 SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 SEE CBC 1133A.2.1 "CLEAR WIDTH" NOTE #2 C. LEVEL CUT PILE = D. LEVEL CUT/UNCUT PILE > KITCHEN REQUIREMENTS - 20 LAVATORY SINK 16 - 9 SHOWER 8 LANDINGS & THRESHOLDS 4 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 INVL�'S"I' AL:N I'S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T- C) N Q U Q z Q Q z Q U) LLI Ll_i U) FICT - LLI 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 T��ARCh,� � No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A�-� License Stamp DWELLING UNIT ACCESSIBILITY DETAILS AD-03 Z ^J rI- V ILL N C) CN Ir- C) 00 CI COPYRIGHT U ERIFY W/ ELEVATOR MANUFACTURER HOISTWAY DOOR CLEAR WIDTH VERIFY WITH ELEVATOR MANUFACTURER SEE 9 = ELEVATOR SHAFT ELEVATOR SHAFT ELEVATOR SHAFT WALL ASSEMBLY PER PLAN ELEVATOR DOOR ELEVATOR DOOR ELEVATOR DOOR WALL ASSEMBLY PER PLAN ELEVATOR SHAFT EDGE OF THRESHOLD FLUSH W/ EDGE OF THRESHOLD FLUSH W/ EDGE OF THRESHOLD FLUSH W/ 5/8" TYPE X GYP. BD. WALL WALL WALL y ,,- ELEV. DOOR THRESHOLD ELEV. DOOR THRESHOLD z ELEV. DOOR THRESHOLD 77 BY ELEV. MANUF. BY ELEV. MANUF. BY ELEV. MANUF. SEALANT GROUT GROUT HOLLOW METAL DOOR FRAME w Y HOLLOW METAL DOOR FRAME, SMOKE DOOR IN OPEN POSITION uzi 0z FACTORY PRIMED U _ FLOORING PER PLAN, FINISH SCHEDULE / FLOORING PER PLAN & FINISH SCHEDULE. SLOPE FINISH FLOORING PER PLAN, FINISH SCHEDULE 0 SURFACE AND SUBSTRATE ELEVATOR DOOR FRAME, PER 0 Q 0 o AWAY FROM DOOR @ 1/4" PER MANUFACTURER ~ = SMOKE DOOR IN CLOSED c� 0 9oa ._ FOOT MAX SMOKE DOOR IN CLOSED z z z _ POSITION Q a_ 4 �. POSITION J 0I O I I �i DOOR HEAD LL< z 1 1 a e° � 1 _x_ o — — — — — — — — — — — — — — — — — — — — m a > LINE OF SOFFIT ABOVE SMOKE DOOR, VERIFY WIDTH IN FIELD //—C - - -- SILL ANGLE & ATTACHMENT BY ELEV. MANUF. \ j SILL ANGLE & ATTACHMENT BY ELEV. MANUF. / „ L R. CONC. PODIUM DECK WOOD FRAMING ELEVATOR CALL BUTTON MAGNETIC HOLD OPEN, SHIM AS REQUIRED TO INSTALL DOOR PARALLEL TO BACK WALL GYP. BRD. SEE PLAN FOR REQ. FOR WALL ASSEMBLY FURRING AS REQUIRED CAB DOOR CLEAR WIDTH + 6" ELEVATOR SMOKE DOOR 13 ELEVATOR SILL @ CONCRETE 9 ELEVATOR SILL @ EXTERIOR 5 ELEVATOR SILL @ INTERIOR 1 3/4" MIN, X 1132" ILLUMINATED CAR CONTROL BUTTON 1/8" MIN. ABOVE FACE PANEL FLOOR/CEILING ASSEMBLY WITH SQUARE SHOULDERS AND PER PLAN ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE 5/8" MIN. X 1/32" RAISED - PROVIDE GYP. BD. NUMBERS, TYP. o � ° ENTIRE HEIGHT OF _ NOTES: / o WALL O cj RED (ENGRAVED) 1. VERIFY TEXT WITH AT LEAST ONE MEDICAL CMU OR PIP 4 0 3 Q - ELEVATOR EMERGENCY SERVICE ELEVATOR CONCRETE W�N _ 2 NO O TO THIS FLOOR BLACK (ENGRAVED) OFF -NORMAL ELEVATOR MANUFACTURER OPERATIONS SHALL BE PROVIDED TO 24" 84" LOBBY HOISTWAY TO USE ELEVATOR SIDE / OFF -CENTERED OPENING ACCOMMODATE A x 2X METAL 'N — P-1 OO P-2 NO PLACE RAISED TURN FIRE SWITCH 2. THIS SIGN AT EXIT FLOOR ONLY IN CAR TO ON MEDICAL GURNEY OR FRAMING STAR ALONGSIDE PRESS FLOOR BUTTON PRESS DOOR CLOSE BUTTON STRETCHER W/ NO LESS THAN 5" RADIUS CORNERS. SIZE OF 2 LAYERS 8" TYPE WALL ASSEMBLY PER PLAN Z MAIN EXIT FLOOR NUMBER TO CLOSE DOOR USE STAIRWAY PRESS DOOR OPEN BUTTON 1/4" ENGRAVED TO OPEN DOOR ELEVATOR CAR VARIES BY SMOKE CURTAIN ASSEMBLY �F�- L` m O D0� O O NOT USE 1/2"HIGH LOWER CASE TURN FIRE SWITCH OFF BLACK LETTERS ELEVATOR MEDIUM HELVETICA TO RELEASE ELEVATOR MANUF. WALLBOARD zm n 0� zo LETTERS 1/4" BEVELED EDGE / 0 a- F- 1/4" BEVEL EDGE KEY SWITCH �/ _ ~ w CONTRACTED GRADE 2 _ w 3/4" MINIMUM CALL PROVIDE SEALANT AND BACKER U_ BRAILLE SHALL BE LOCATED = z m BUTTONS RAISED 1/8" N 3/4" MINIMUM CALL / = ROD FULL PERIMETER BOTTOM 0 U_ ¢ IMMEDIATELY BELOW MIN. ABOVE FACE OF \ OF HOUSING 1- 0 NUMERALS, CHARACTERS a PLATE BUTTONS RAISED 1/8" METAL DOOR PROVIDE BACKING FOR CURTAIN AND SYMBOLS, TYP. z 0 J_ U O MIN. ABOVE FACE OF Z z PLATE & JAMB HOUSING MOUNTING PLATE_ w LL AUXILIARY RAIL N 0 CENTERED OPENING - 0 w NOTE: THIS DRAWING INDICATES ACCESSIBILITY REQUIREMENTS ONLY. ACTUAL PANEL DESIGN MAY VARY PER MANUFACTURER. TYP. CALL BUTTON CALL BUTTON (t- EXIT FLOOR ELEVATOR DOOR HEADER 22 ELEVATOR SMOKE CURTAIN 18 CONTROL PANEL 14 CALL BUTTON DETAIL 6 ELEVATOR GURNEY REQ. 2 R.O. PER ELEV. MFR. 24" INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE GURNEY/ STRETCHER 2" HIGH FLOOR NUMBER SHALL BE WHITE N BLACK 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, ELEVATOR HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO HOISTWAY 3'-6" CLR. THE LANDING OR HALLWAY AREA. BACKGROUND. MAIN ENTRY U STAR OF LIFE AT EACH SID i � LEVEL SHALL HAVE RAISED ELEVATORS. OF DOOR FRAME, GURNEY/ I FIVE -POINTED STAR W/2" 2. ELEVATOR SHALL BE SELF -LEVELING TO WITHIN 1/2" OF THE FLOOR LANDINGS UNDER STRETCHER ELEVATOR I OUTSIDE DIAMETER PER C.B.0 NORMAL LOADING AND UNLOADING CONDITIONS.THE SELF -LEVELING SHALL, WITHIN ITS 2 LAYERS $" TYPE z ONLY, SEE DETAIL �o I 1124.A.8. CONTRACTED GRADE 2 BRAILLE e ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDANT OF THE OPERATING DEVICE AND SHALL WALL ASSEMBLY PER PLAN I CORRECT THE OVER -TRAVEL OR UNDER -TRAVEL. THE CAR SHALL ALSO BE MAINTAINED X' GYPSUM I SHALL BE PLACED BELOW APPROXIMATELY LEVEL WITH THE LANDING IRRESPECTIVE OF THE LOAD. THE CLEARANCE WALLBOARD v ELEVATOR DOOR CHARACTERS AND THE STAR BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BE METAL DOOR ALIGN 5 2"x /" STL. STRINGERS I ON BOTH JAMBS NO GREATER THAN 1 1/4". & JAMB G I CL o ° Fz L � 3. MINIMUM ONE OF THE ELEVATORS PROVIDED SHALL HAVE A CAR DIMENSIONS THAT SHALL T.O. PIT o � M ELEVATOR HALL LANTERN W/ ACCOMMODATE A 24" X 84" AMBULANCE GURNEY OR STRETCHER WITH NOT LESS THAN 5" CALL BUTTONS, I AUDIBLE SIGNAL RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION. CMU OR PIP o o MOUNTING BRACKETS & SEE DETAIL(D TL I 4. SUPPORT RAIL SHALL BE PROVIDED (1 MINIMUM) ON ONE WALL OF THE CAR (REAR a CONCRETE o FASTENERS PER LADDER MFR. X PREFERRED). TOP OF SUPPORT RAIL SHALL BE 31" MIN., 33" MAX. HEIGHT FROM THE FLOOR 2 0 9 I o AND SHALL BE MINIMUM 1-1/2" CLEARANCE FROM THE WALL. HANDRAIL SHALL BE SMOOTH, 2X METAL o I NO SHARP EDGES. FRAMING 1" DIA. RUNGS WELDED TO `� L` 01-- U_ G J z i 5. REFER TO INTERIOR DESIGN DRAWINGS FOR CAR INTERIOR FINISHES STRINGER z w 0 m¢ 11 w CL / C9 6. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD AND THE LANDING WHEN SEALANT & � THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT CANDLES. BACKER ROD 0 0 Z _ 2 NOTE: THIS DRAWING INDICATES 7. OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN co ACCESSIBILITY REQUIREMENTS 4". ci ONLY -SEE BUILDING PLANS FOR $" GYP. BD. ENTIRE o ADDITIONAL INFORMATION 8. AUDIBLE SIGNAL SOUNDS SHALL BE ONCE FOR UP DIRECTION AND TWICE FOR DOWN LENGTH OF WALL o o DIRECTION (OR EQUIVALENT) CLIPPED TO WALL B T. 0. PIT 9. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED LETTERS & SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR OPEN, DOOR CLOSE, ALARM BELL, ELEVATION SECTION EMERGENCY STOP, AND TELEPHONE. 10. COMPARTMENT DOORS FOR EMERGENCY COMMUNICATION DEVICES SHALL BE LEVER TYPE AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST TO ELEVATOR DOOR JAMB 23 - 19 ELEVATOR PIT LADDER 15 STAR OF LIFE 11 ELEVATOR LOBBY ACCESS 7 OPERATE. 11. ALL CHARACTER AND SYMBOL BUTTONS SHALL BE DESIGNATED BY A 5/8" MINIMUM RAISED PHOTOELECTRIC TUBE CHARACTERS AND STANDARD RAISED SYMBOLS AS DESCRIBED IN 1124.3.3.2. GRADE 2 BYPASS SWITCH BRAILLE SYMBOLS SHALL BE LOCATED IMMEDIATELY BELOW THE RAISED CHARACTERS. ILLUMINATED CONTROL 12. PROVIDE SMOKE -DETECTION ELEVATOR RECALL AT ELEVATOR ENTRANCE AREAS AND BUTTONS 15 MACHINE ROOMS. 13. ELEVATOR HYDRAULIC LINE, WHEN USED, SHALL BE VIBRATION ISOLATED. 14. CONTRACTOR SHALL VERIFY SOIL/WATER TABLE CONDITIONS PER GEOTECHNICAL REPORT AND MAKE NECESSARY ACCOMMODATIONS FOR ELEVATOR INSTALLATION 15. CONTRACTOR SHALL VERIFY HOISTWAY AND ELEVATOR EQUIPMENT ROOM SIZES AND REQUIREMENTS WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION. X Q zo 0 2 0 0— 0 o z 0 q a eo co z Z M 0 O U_ M Z X Q co 00 V SUPPORT RAIL HOISTWAY DOOR EMERGENCY PHONE REAR WALL ELEVATION FRONT WALL ELEVATION - 24 1- 20 - 161 ELEVATOR CAR ELEVATIONS 81 ELEVATOR NOTES 4 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 INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ C) Q U Q z Q Q z Q U) w w U) F_ ICT LO T_ L0 0115 T_ 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 ARP N R No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C Am License Stamp ELEVATOR DETAILS AD-04 N O N 1 Ir- 00 O COPYRIGHT (2) VENT PENETRATION AT EXTERIOR WALL TIE -DOWN PENET F RATING: 1 f T RATING: 0 f 1-HR FIRESTOPPING BY 3M AT SOLE AND TOP F ONE METALLIC DUCT THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR STEEL DUCT, MAX 100 BY 100 INCHES CONSTRUCTED PER SMACNA STANDARDS ONE METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR COPPER 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 CONDUIT IRON PIPE: NOM 4 IN DIA (OR SMALLER) CAST OR DUCTILE IRON ONE NON-METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR17 RIGID NON-METALLIC CONDUIT: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 PVC ABS PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE ONE METALLIC THROUGH PENETRANT - GYPSUM WALL F RATING: 1 HOUR T RATING: 0 HOUR STEEL DUCT: NOM 36 INCH BY 30 INCH (OR SMALLER) NO.24 GAUGE (OR HEAVIER) BATHTUB NON-METALLIC THROUGH PENETRANT - WOOD FLOOR F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 2 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 2 INCH DIA (OR SMALLER) SDR13.5 ONE METALLIC THROUGH PENETRANT - WOOD JOIST FLOOR F RATING: 1 HOUR T RATING: 1 HOUR STEEL PIPE: NOM 10 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID (OR HEAVIER) IRON PIPE: NOM 10 INCH DIA (OR SMALLER) CAST OR DUCTILE IRON CONDUIT: NOM 6 INCH DIA (OR SMALLER) STEEL CONDUIT STEEL 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) ELECTRICAL BOX - GYPSUM WALL MAX 16 SQUARE INCHES WITH PUTTY PADS ONE NON-METALLIC THROUGH PENETRANT - WOOD FLOOR F RATING: 1 HOUR T RATING: 0 HOUR PVC PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE CPVC PIPE: NOM 4 INCH DIA (OR SMALLER) SDR17 ABS PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE FRPP PIPE: NOM 4 INCH DIA (OR SMALLER) SCHEDULE 40 ONE NON-METALLIC THROUGH PENETRANT - CONCRETE FLOOR F RATING: 3 HOUR T RATING: 3 HOUR IF THERE IS NO WALL ABOVE (AMMC) OTHERWISE 0 HOUR PVC PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE RIGID NON-METALLIC CONDUIT: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 PVC CPVC PIPE: NOM 3 INCH DIA (OR SMALLER) SDR17 ABS PIPE: NOM 3 INCH DIA (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE ONE METALLIC THROUGH PENETRANT - TUB DRAIN F RATING: 3 HOUR (AMMC) T RATING: 3 HOUR (AMMC) STEEL PIPE: NOM 2 INCH DIA SCHEDULE 10 (OR HEAVIER) COPPER PIPE: NOM 2 INCH DIA IRON PIPE: NOM 2 INCH DIA CAST OR DUCTILE ONE NON-METALLIC THROUGH PENETRANT IN WALL F RATING: 3 HOUR (AMMC) T RATING: 0 HOUR STEEL 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 M IRON PIPE: NOM 4 INCH DIA CAST OR DUCTILE MULTIPLE METALLIC THROUGH PENETRANTS - CONCRETE FLOOR / CMU WALL F RATING: 3 HOUR T RATING: 0 HOUR FLEXIBLE STEEL CONDUIT: NOM 2 INCH DIA (OR SMALLER) EMT: NOM 4 INCH DIA (OR SMALLER) ONE METALLIC DUCT THROUGH PENETRANT - CONCRETE/CMU WALL F RATING: SAME AS WALL (1, 2 OR 3 HOUR) T RATING: 0 HOUR STEEL DUCT: MAX 30 INCH BY 18 INCH (OR SMALLER) NO.24 GAUGE (OR HEAVIER) GSM UNUSED HOLE PLUG F RATING: 3 HOUR T RATING: 0 HOUR KFYNnTF.q 0 MEMBRANE PENETRATIONS BY STEEL, FEROUS OR COPPER CONDUITS, PIPES, TUBES OR VENTS WHERE THE ANNULAR SPACE IS PROTECTED IN ACCORDDANCE WITH SECTION 713.4.1.1 OR TO PREVENT THE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE AGGREGATE AREA OF OPENINGS THROUGHT THE MEMBRANE SHALL NOT EXCEED 100 SQ. IN. IN ANY 100 SQ. FT. OF CEILING AREA IN ASSEMBLIES TESTED WITHOUT PENETRATIONS r 1 4D-20. F2 WHERE DUCTS PENETRATE FIRE -RESISTANCE -RATED WALL FROM A NON -RATED SOFFIT TO A ROOM: PROVIDE 5/8" TYPE-X GYP BD AT THE TOP, BOTTOM AND BOTH SIDES OF THE OPENING NOTES 1. FOR PIPE / WIRE / CABLE PENETRATIONS - REFER TO DETAIL 16/AD-20. 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 r O N Q U Q z Q Q z Q U) F- LLI ry U) w r L0 06 LO 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 ARcy1,1, No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA_\ License Stamp FIRE ASSEMBLY PENETRATION KEY PLAN z Q J 1� n V / ILL N C) N r C) 00 C) TYPICAL FIRE -RESISTANCE RATED PENETRATIONS SCALE: 3/8° '-o° 14 COPYRIGHT AD-20 a ° a "SPEC SEAL" "SPEC SEAL" SERIES ABS PIPE SERIES 100 101, "SPEC SEAL" SERIES 100, 101, 102, OR 105 102, OR 105 100 SEALANT SEALANT SEALANT STEEL OR IRON STEEL OR IRON PIPE NON-METALLIC PIPE OR CONDUIT TOGGLE BOLT PIPE CONDUIT, RACEWAY OR TUBING GYPSUM BOARD GYPSUM BOARD SPEC SEAL GYPSUM ASSEMBLY FLOOR / CEILING FIRESTOP COLLAR BOARD ASSEMBLY ASSEMBLY UL SYSTEM NO. FC1010 UL SYSTEM NO. UL1479 GYPSUM FLOOR / CEILING ASSEMBLY UL SYSTEM NO. WL1049 F RATING: 1 & 2 HR. F RATING: 3 HR. UL SYSTEM NO. WL2093 F RATING: 1 & 2 HR. T RATING: 0 HR T RATING: 1/2, 3/4, 1 & 1 1/2 HR. PVC PIPE NOMINAL 6" DIAM OR LESS F RATING: 1 & 2 HR. T RATING: 1 & 1-1/2 HR. STEEL PIPE NOMINAL 24" DIAM OR LESS STEEL PIPE NOMINAL 4" DIAM OR LESS PVC FOAM COR PIPE NOMINAL 6" DIAM OR LESS PVC NOMINAL 2" DIAM. IRON PIPE NOMINAL 24" DIAM OR LESS IRON PIPE NOMINAL 4" DIAM OR LESS CPVC NOMINAL 6" DIAM RIGID NON-METALLIC CONDUIT NOMINAL 2" DIAM. CPVC CONDUIT NOMINAL 4" DIAM CONDUIT NOMINAL 4" DIAM ABS NOMINAL 6" DIAM OR LESS NOMINAL 2" DIAM. COPPER PIPE NOMINAL 6" DIAM OR LESS COPPER TUBING NOMINAL 4" DIAM OR LESS ABS FOAM CORE NOMINAL 6" DIAM OR LESS OPTICAL FIBER RACEWAY FROM PVC NOM. 2" DIAM. COPPER TUBING NOMINAL 6" DIAM OR LESS COPPER PIPE NOMINAL 4" DIAM OR LESS OPTICAL FIBER RACEWAY FROM PVDF NOM. 1 1/4" DIAM. ELECTRICAL NON-METALLIC TUBING NOM. 2" DIAM. SEALANT DEPTH: SEALANT DEPTH: SEALANT DEPTH: FILL SEALANT FORCED INTO ANNULUS TO MAX EXTENT FILL SEALANT FORCED INTO ANNULUS TO MAX ANNULAR SEALANT DEPTH: FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACT POSSIBLE ON BOTH SIDES W/ 1/4" CROWN ANNULAR SPACE 1/4" FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN LAPPING 1" POINT ANNULUS RANGING FROM POINT CONTACT TO 1-1/2" MAX SPACE 1/4" BEYOND THE OPENING ANNULAR SPACE NOMINAL 5/16" SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS INSTALLATION REQUIREMENTS SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS INSTALLATION REQUIREMENTS © NON-METALLIC PIPE UP TO 2" DIAM (NOT ABS) —"SPEC SEAL" SERIES WALL METALLIC PIPE OR CONDUIT 10 WOOD FRAMED FLR/CLG METALLIC 6 WOOD FRAMED FLR/CLG NON-METALLIC 2 100, 101,102, OR 105 "SPEC SEAL" ° a ° ° a ° SEALANT SERIES 100 101, 102, a ° SEALANT PER UL a ° SEALANT OR PUTTY OR 105 SEALANT a REPORT a PER UL REPORT "SPEC SEAL" WRAP °° ° °° ° ° STRIP SPEC SEAL BLU a METALLIC PIPE a ELECTRICAL ° a ° ° NON METALLIC PIPE NON-METALLIC CABLES PIPE OR TUBING GYPSUM BOARD ASSEMBLY GYPSUM BOARD PACKING MATERIAL FILL, VOID OR ASSEMBLY PER UL REPORT CAVITY MATERIAL - WRAP STRIP PER UL UL SYSTEM NO. C-AJ-1292 UL SYSTEM NO. C-AJ-2297 REPORT UL SYSTEM NO. WL2048 UL SYSTEM NO. WL3076 F RATING: 3 HR. F RATING: 2 & 3 HR. F RATING: 1 & 2 HR. T RATING: 1, 1-3/4 & 2HR. F RATING: 1 & 2 HR. T RATING: 0 T RATING: 0 HR. T RATING: 0, 1, 2 & 3 HR. PVC NOMINAL 3" UP TO 4" CABLE BUNDLE STEEL PIPE NOMINAL 4" DIAM OR LESS PVC PIPE NOMINAL 6" DIAM OR LESS CPVC NOMINAL 3" CONDUIT NOMINAL 4" DIAM OR LESS CPVC PIPE NOMINAL 6" DIAM OR LESS RIGID NON-METALLIC CONDUIT NOMINAL 3" DIAM COPPER TUBING NOMINAL 3" DIAM RIGID NON-METALLIC CONDUIT NOMINAL 6" DIAM ABS NOMINAL 3" DIAM IRON PIPE NOMINAL 6" DIAM OR LESS ABS PIPE NOMINAL 6" DIAM OR LESS FRPP NOMINAL 2" DIAM FRPP PIPE NOMINAL 6" DIAM OR LESS PP NOMINAL 1" DIAM FIRESTOP SYSTEM: HDPE PIPE NOMINAL 6" DIA OR LESS PACKING MATERIAL - MIN 3-3/4 IN. THICKNESS OF MIN. 4.5 PCF MINERAL WOOL BATT SEALANT DEPTH: SEALANT DEPTH: INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM SO THAT THE WIDTH FIRESTOP SYSTEM: WRAP STRIP - NOMINAL 1/4" THICK INTUMESCENT MATERIAL FACED FILL SEALANT MIN. 5/8" THICKNESS 3/8" CROWN BEAD AT CONTACT OF THE WOOL IS COMPRESSED AT LEAST 50 PERCENT. PACKING MATERIAL TO BE REFER TO UL REPORT FOR SPECIFIC CONDITION & FIRESTOP OPTIONS. THERE IS A TABLE ON BOTH SIDES WITH PLASTIC FILL SEALANT MIN. 5/8" THICKNESS W/ POINT ANNULUS RANGING FROM POINT CONTACT TO 1/2" MAX RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS OF MULTIPLE SCENARIOS AND OPTIONS TO CHOOSE FROM. 1/4" CROWN IN ANNULAR SPACE OF MIN 1/4" TO 1-1/4" MAX REQUIRED TO ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION FILL, VOID OR CAVITY MATERIAL SEALANT MIN a IN. THICKNESS OF SEALANT APPLIED SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS REQUIREMENTS SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION WITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF FLOOR OR WITH BOTH REQUIREMENTS SURFACES OF WALL. © NON-METALLIC PIPE UP TO 3" DIAM. 3M COMPANY: FB-1000 NS (FLOORS OR WALLS) OR FB-1003SL "SPEC SEAL" SERIES SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSTALLATION REQUIREMENTS WALL ELECTRICAL CABLE BUNDLE 11 CONCRETE FLR/WALL METALLIC 7 CONCRETE FLR/WALL NON-METALLIC 3 1. Nominal 9 inch long by 4 to 6 inch by 1 to 3 inch thick 1. MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTO 1. MIN 4 PCF MINERAL WOOL TIGHLY PACKED INTO 100, 101, 102, OR 105 plastic covered intumescent SpecSeal Firestop Pillows THE OPENING TO A MAX 1" DEPTH AND THE OPENING TO A MAX 1" DEPTH AND -' SEALANT by STI in accordance with UL System No. C-AJ-8093 RECESSED INTO THE OPENING MIN 5" FROM RECESSED INTO THE OPENING MIN 5" FROM BOTTOM SURFACE OF FLOOR BOTTOM SURFACE OF FLOOR 2. 1 or more metallic or non-metallic penetrants described NON-METALLIC in UL System No. C-AJ-8093 2. MIN 3/4" SPECSEAL SSS OR LCI SEALANT 2. MIN 3/4" SPECSEAL SSS OR LCI SEALANT PIPE OR TUBING 18 SQ FT MAX OR 3. 3-layers Firemaster FastWrap XL minimum 36 inches 3. MINERAL WOOL TIGHTLY PACKED INTO ANNULUS 3. MINERAL WOOL TIGHTLY PACKED INTO ANNULUS GYPSUM BOARD 6'-0" DIA MAX distance along pipe g p p 6 DIA TO REMAINING DEPTH OF FLOOR TO REMAINING DEPTH OF FLOOR ASSEMBLY 10 MAX 4. NOM 2" DIA STEEL, IRON OR COPPER PIPE 6" DIA MAX 5. 3-LAYERS FIREMASTER FASTWRAP XL MI 36" } DISTANCE ALONG PIPE 0 UL SYSTEM NO. WL2100 D U F RATING: 1& 2 HR. T RATING: 1& 1-1/2 HR. rQ, O V) t,t,�� nt ,����, 3 _ X D POLYBUTLENE PIPE NOMINAL 1" DIAM PEX NOMINAL 1" DIAM O U a X Of ABS NOMINAL 1 1/2" DIAM ,nni ,mni ,,tt n,tr 1 «����; « «���;�«�� �� °° ° °t' O 1 Q «����; z 2 � PVC NOMINAL 1 1/2" DIAM �nt,� ,�nt,� �� ��t �„t�r rn O „<<,< <, ,<< z r0 2 �� nniniti 17- CPVC NOMINAL 1 1/2" DIAM llllln lllull ll lull Illlll ntn >ntn >> nt mni ,mni ,t n,trt ll lnlnlll llll - Z > ntniiinti Z_ z 3 mnn,mn M 2ILL unm unm a uni Wino - a nununu 2 Wool Wool n nul nnul „nn, „nn, „ not nnnt 94 conunnnunnnum a nnnuuili co ❑ ,ntninnn nunununununi Z uunuuunuuuni � Z LID('7 3 nunnnunnuuni SEALANT DEPTH: iN X iuuiuiuuiuiuun uunnuunnuun FILL SEALANT MIN. 5/8" THICKNESS W/ 1/4" CROWN 1/2" 3 1/2" ANNULAR SPACE NOMINAL 3/8" MIN MAX 2 NOTE: CONTINUOUS SPECIAL 4 NOTE: CONTINUOUS SPECIAL NOTE: CONTINUOUS SPECIAL SEE UL FIRE RESISTANCE DIRECTORY FOR COMPLETE INSPECTION REQUIRED INSPECTION REQUIRED INSPECTION REQUIRED INSTALLATION REQUIREMENTS 3 5 DETAIL REFLECTS STAFF DETAIL REFLECTS STAFF DETAIL REFLECTS STAFF FINDINGS PER AMMC FINDINGS PER AMMC FINDINGS PER AMMC O NON-METALLIC PIPE UP TO 1 1/2" DIAM APPROVED 5/7/15 APPROVED 4/17/15 APPROVED 4/17/15 THROUGH PENETRATION FIRESTOP THROUGH PENETRATION FIRESTOP MAX 18 SQ FT OR SINGLE 6 FT DIA OPNG WITH 1 OR MORE PENETRANTS MAX 6" DIA OPENING WITH NOM 2" (OR SMALLER) STEEL, IRON OR COPPER PIPE MODIFIED THROUGH PENETRATION FIRESTOP FOR BLANK HOLE NOTE: F RATING - 3 HR BASED ON UL SYSTEM NO. C-AJ-8093 F RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302401JP F RATING - 3 HR BASED ON STI ENGINEERING JUDGEMENT REF L302402JP INSTALL ALL MANUF. PRODUCTS IN ACCORDANCE WITH THEIR LISTED AND APPROVED TESTED ASSEMBLIES. T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT T RATING - 3 HR BASED ON MORGAN ADVANCED MATERIALS ENGINEERING JUDGEMENT T RATING - 0 HR TESTED ASSEMBLIES HAVE PRIORITY OVER ANY INFORMATION SHOWN OR NOTED HEREIN. DATED 5/7/15 ATTACHED DATED 4/9/15 ATTACHED PIPE / WIRE / CABLE PENETRATI NS WALL NON-METALLIC 161 12 TUB DRAIN PENETRATION 110655TP02 81 BLANK OPENING FIRESTOP 110655TPOI 4 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ C) r11- Q U Q z Q Q z Q C) 1= w w U) w Lf� 06 LO 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 ARc1,1 1T No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp FIRE PENETRATION DETAILS AD-200 1 z Q J 1� n V / ILL C) CN r 00 C) COPYRIGHT U NON -PLUMBING SIDE (E.G., BEDROOM, DINING ROOM) PLUMBING WALL VCCrl P11-117' nl CAI-] nr Crr71 Inrl Ir)C. 211 FELT ISOLATION KEEP PIPE CLEAR OF STRUCTURE ACOUSTI-PLUMB ISOLATORS MINIMUM 1-1/2" CLEARANCE FROM GYPSUM BOARD SURFACE ADJUST THICKNESS OF PARTITION TO ALL PIPES AND PLUMBING ACOUSTO-SCUTCHEON FILL FRAMING CAVITY WITH BATT INSULATION WOOD STUD GYPSUM BOARD NOTE: FLOOR/CEILING CONDITIONS SIMILAR DRAIN &SUPPLY PIPES IN PLUMBING WALL 22 1/4" - 1/2" NOMINAL 31LIENT WRAP 1/4" <. FELT PAD OR EQUAL ING OR NOTCHES PER C.B.C. . 2326.11.10 AND PER STRUCT. .APPROVAL 17 CAULK AIRTIGHT. USE FIRE -RATED RESILIENT FILLER IF REQUIRED FOR FIRE RATING STEEL PLATE (OPTIONAL) 3/4" NEOPRENE PAD 40-DUROMETER FLOOR CONSTRUCTION SAFING BATT INSULATION IF REQUIRED FOR FIRE RATING 0 0 O O O O O 0 WALL PENETRATION INSTALLATION 0 0 O O O 0 0 O O O I� 0 II TUB/SHOWER VALVE INSTALLATION NOTE: IF PIPE IS SUSPENDED FROM OR DIRECTLY ATTACHED TO STRUCTURE OR OTHER BUILDING TYPICAL ALL DETAILS ABOVE ARE SHOWN WITH ACOUSTO-PLUMB ISOLATORS ELEMENTS, USE 1/2" THICK, 40-DUROMETER NEOPRENE AS SLEEVE BETWEEN PIPE AND PIPE COLLAR NOTE: LOCATE PIPING 1-1/2" MIN. CLEARANCE OF GYPSUM BOARD SUPPLY PIPE ISOLATION 18 ACOUSTO-PLUMB ISOLATION 14 FASTEN CLAMP TO STRUCTURE (TYP.) TRISOLATOR PIPE SLEEVE: SERIES 100 FOR STEEL PIPE OR SERIES 500 FOR COPPER KEEP PIPE CLEAR OF STRUCTURE, OTHER PIPES, AND OTHER TRADES TRISOLATOR AVAILABLE THROUGH: ELMDOR/STONEMAN ENGINEERING; (800) 591-9181 TRISOLATOR ISOLATION JOIST BAY INSTALLATION 0 0 O �O VERTICAL STUD BAY INSTALLATION HIGH EAR ACOUSTO-CLAMP ACOUSTO-LATOR O\ \O ACOUSTO-CLAMP ACOUSTO-SCUTCHEON aammaa0.0.0.0.0a000mmaamm METAL BRACKET (SIZES VARY: COMES IN ACOUSTO-KIT WITH TWO ACOUSTO-LATORS) ACOUSTO-PLUMB SYSTEM COMPONENTS ARE AVAILABLE THROUGH: LSP/SPECIALTY PRODUCTS; (800)854-3215 NOTE 4 NOTE 3 NOTE 2 GENERAL NOTES THE DETAILS & NOTES ON THIS SHEET ARE SHOWN AS A MINIMUM ALLOWED BY THE 6" MAX. C.B.C. IN CONJUNCTION WITH THE GYPSUM ASSN. GA 600 MANUAL, THE U.L. DIRECTORY OF FIRE RESISTANCE, AND THE CALIFORNIA DEPT. OF HEALTH SERVICE AND OFFICE OF EQ. (NOTE 1) NOISE CONTROL (C.O.N.C.) CATALOG OF S.T.C. AND ICC RATINGS. THE CONTRACTOR WILL OBTAIN A COPY OF THE LISTED ASSEMBLIES NOTED FOR INSTALLATION AND FINISH ATTACHMENT REQUIREMENTS. EQ. EQ. EQ. EQ. 6" MAX ING FLANGE SCREW SECTION THROUGH RESILIENT CHANNEL NOTES: 1. INSTALL CHANNELS 16" ON CENTER UNLESS OTHERWISE SPECIFIED 2. AVOID STUD OR JOIST WHEN FASTENING GYPSUM BOARD TO CHANNEL- GYPSUM BOARD SCREWS MUST NOT CONTACT FRAMING 3. HOLD BACK 1/2" FROM INTERSECTING SURFACES 4. DO NOT CANTILEVER CHANNEL BY MORE THAN 6" FROM FRAMING RESILIENT CHANNEL CONSTRUCTION ATTACH CHANNELS DIRECTLY TO THE FRAMING SYSTEM ONLY. DO NOT INSTALL CHANNELS ON GYPSUM BOARD, SHEAR PLYWOOD, OR LIKE MATERIAL. A. ATTACHING CHANNELS 1. ATTACH SINGLE LEG RESILIENT CHANNELS SPACED PER FIRE RATED ASSEMBLY. USE DIETRICH INDUSTRIES (800/873-2443) RC DELUXE 25-GAUGE RESILIENT CHANNELS OR SINGLE -LEG CHANNELS THAT CAN BE SHOWN TO HAVE EQUIVALENT LABORATORY ACOUSTICAL PERFORMANCE TO USG RC-1 CHANNELS. KINETICS ISOMAX CHANNELS RECOMMENDED AT BEDROOMS BELOW LIVING AREAS. 2. USE 1" TYPES BUGLE HEAD DRYWALL OR SIMILAR SCREWS. SPLICE CHANNELS ONLY AT FRAMING AND OVERLAP BUTT ENDS NO MORE THAN 1-1/2" UNLESS NOTED OTHERWISE BY RATED ASSEMBLY. SCREW ATTACH THROUGH BOTH FLANGES. 3. ATTACH CHANNELS WITH MOUNTING FLANGES FACING IN ONLY ONE DIRECTION. FOR WALLS, THE GYPSUM 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 MORE THAN 6". B. ATTACHING GYPSUM BOARD 1. 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 INTO FRAMING. 3. LOCATE GYPSUM BOARD 1/4" FROM INTERSECTING SURFACES. C. TWO -LAYER OPTION 1. WHEN A CONSTRUCTION WITH TWO LAYERS OF GYPSUM BOARD ON RESILIENT CHANNELS IS RECOMMENDED, APPLY THE FACE GYPSUM BOARD LAYER IN THE SAME MANNER AS THE BASE LAYER, 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 INTO FRAMING. 3. OFFSET FACE LAYER SCREW PATTERN 6 INCHES FROM BASE LAYER SCREWS ALONG ALL CHANNELS. 4. HOLD BACK EDGES OF RESILIENTLY HUNG GYPSUM BOARD 1/4" AT ALL INTERSECTING SURFACES. 10 D. CAULKING GYPSUM BOARD/RESILIENT CHANNEL CONSTRUCTION 1. FOR ALL CONSTRUCTIONS, CAULK THE PERIMETER VOID FULL AND AIRTIGHT WITH AN ACOUSTICAL SEALANT. SEALANT: METACAULK 1000 BY RECTORSEAL 2. RECESSED LIGHT FIXTURES, JUNCTION BOXES, FIRE SPRINKLER PIPES, AND OTHER PENETRATIONS MUST BE SEALED AIRTIGHT WITH ACOUSTICAL SEALANT. E. BASEBOARD AND TRIM ATTACHMENT 1. DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISHING TRIM TO FRAMING THROUGH RESILIENTLY SUSPENDED GYPSUM BOARD. 2. SCREW ATTACH BASEBOARD TO CHANNELS. GLUING BASEBOARD TO GYPSUM BOARD COULD ALSO BE CONSIDERED. 151 ACOUSTO-PLUMB ISOLATION 1111 RESILIENT CHANNEL INSTALLATION GUIDE 17 DWELLING SEPARATION NOTES 1.) PRIOR TO SETTING THE WALL PLATES INTO POSITION - THREE (3) CONTINUOUS BEADS OF SEALANT SHALL BE LAID TO PROVIDE A SEAL BETWEEN THE FLOORING AND THE PLATE. ALTERNATE MINIMUM 1/2" WIDE ACOUSTICAL TAPE, OR AMOFOAM SILL SEALER. 2.) SEAL ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITH ACOUSTICAL SEALANT SO THAT THE BOXES ARE AIRTIGHT. 3.) COVER THE BACKS OF ALL ELECTRICAL OUTLET BOXES IN THE DWELLING SEPARATION WALL WITH ACOUSTICAL OUTLET BOX PADS. 4.) OUTLET BOXES IN RATED ASSEMBLIES WITH BE STEEL PER U.B.C. SEC. 709.7 AND 710.2 OR APPROVED ALTERNATE. 5.) OUTLET BOXES BETWEEN UNITS TO BE STAGGERED WITH A 2'-0" MINIMUM SPACE BETWEEN. 6.) FIRESTOPPING WILL OCCUR AT 10'-0" O.C. MAXIMUM, HORIZONTALLY AND VERTICALLY. 7.) PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED, PADDED, OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED FIRE AND SOUND RATINGS. 8.) NO RIGID CONNECTION SHALL BE MADE BETWEEN CEILING GYPSUM BOARD AND FLOOR JOIST OF FLOORS SEPARATING UNITS. 9.) PLUMBING, CONDUIT OR DUCTWORK SHALL BE HUNG FROM FLOOR JOISTS WITH RESILIENT HANGERS AND SHALL NOT BE CONNECTED DIRECTLY TO CEILING IN ANY MANNER. 10.) THE PERIMETER OF HARD SURFACED AREAS AND THEIR SETTING BEDS WILL BE ISOLATED FROM WALLS WITH FIBERGLASS, FOAM, OR NEOPRENE GASKET AND CAULK TO THE SURFACE. THE BASEBOARD SHALL COVER GAPS BUT WILL NOT TOUCH HARD SURFACE. 11.) STUDS WILL BE WRAPPED WITH 5/8" TYPE "X" GYPSUM BOARD AT BEARING WALLS WHERE DUCTS, WIRING, PLUMBING, ETC. PENETRATE WALL. NOISE CONTROL GUIDELINES FOR DOMESTIC PLUMBING 1. 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 NOISE CONTROL) 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 NOISE SENSITIVE ROOMS. MAJOR PIPES SHOULD BE ROUTED THROUGH CORRIDORS, CLOSETS, OR MECHANICAL 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 BUILDING STRUCTURE. ISOLATE PIPES AS FOLLOWS: B). FOR NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1-1/2" INCHES FROM THE GYPSUM BOARD SURFACE. FOR ADDITIONAL PLUMBING NOISE CONTROL, APPLY A SECOND LAYER OF GYPSUM BOARD. C.) FOR NON -NOISE SENSITIVE ROOMS, POSITION PIPES NO CLOSER THAN 1" FROM THE GYPSUM BOARD SURFACE. D.) WALLS MUST BE SIZED TO ACCOMMODATE BOTH THE PIPE AND CLEARANCE TO GYPSUM BOARD SURFACES; USE DOUBLE -STUD TYPE PARTITIONS FOR PLUMBING WALLS WHEREVER POSSIBLE. PIPES THAT CROSS EACH OTHER WITHIN A WALL OR CEILING CAVITY MUST ALSO BE TAKEN INTO CONSIDERATION WHEN SIZING WALLS AND CEILING SPACES. INCLUDE AN ADDITIONAL 1/2" TO 1" THICKNESS TO ACCOUNT FOR ANY FIELD VARIATIONS. E.) PENETRATIONS FOR PIPES THROUGH THE STRUCTURE (I.E. FLOOR SLAB, STUDS, OR SOLID WALLS) SHOULD BE CUT OVERSIZED TO PREVENT CONTACT AND/OR TO ACCOMMODATE A RESILIENT PIPE SLEEVE (ISOLATOR) AS REQUIRED TO SECURE PIPES IN PLACE. F.) SUPPLY PIPES SERVING THE FIXTURE SIDE IN A PLUMBING WALL ARE NOT REQUIRED TO MAINTAIN THE ABOVE SPECIFIED CLEARANCES. G.) OPENINGS IN THE GYPSUM WALL BOARD AROUND A FIXTURE FEED LINE SHOULD BE CUT OVERSIZED TO ACCOMMODATE A 1/4" BEAD OF CAULKING AROUND THE FEED LINE, THEREBY ISOLATING THE PIPE FROM THE WALL. CAULKING WILL BE FIRE RATED. H.) ISOLATORS CONSISTING OF RESILIENT PIPE SLEEVE ELEMENTS SHOULD BE USED IN CONJUNCTION WITH OR INTEGRAL TO PIPE CLAMPS OR HANGERS WHEN SECURING PIPES TO THE STRUCTURE. I.) WHERE PIPES COME INTO INCIDENTAL CONTACT WITH THE BUILDING STRUCTURE OR OTHER BUILDING ELEMENTS INCLUDING OTHER PIPES, A RESILIENT ISOLATOR SHOULD BE INSTALLED AT THE POINT OF CONTACT. J.) WHERE DOUBLE -STUD PLUMBING WALLS ARE USED, ROUTE AND SECURE PIPES THAT SERVE A PARTICULAR UNIT TO THE STUD ROW THAT SUPPORTS THE GYPSUM BOARD OF THE SAME UNIT. K.) ACCEPTABLE ENGINEERED ISOLATORS AND ISOLATION SYSTEMS ARE AS FOLLOWS: i.) FOR PIPES 1" OR LESS: ACOUSTO-PLUMB SYSTEM OF SLEEVES AND CLAMPS (ORANGE AND BLUE) BY SPECIALTY PRODUCTS, OR TRISOLATOR PIPE SLEEVES BY STONEMAN COMPANY (OR EQUAL) INSTALLED IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS. ii.) FOR PIPES LARGER THAN 1": TRISOLATOR PIPE SLEEVES BY STONEMAN COMPANY (OR EQUAL) IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELT LINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOT CRUSHED OR OTHERWISE RENDERED INEFFECTIVE FOR ISOLATING PIPE VIBRATION. iii.) RISER CLAMPS SHOULD BE ISOLATED FROM THE BUILDING STRUCTURE WITH 3/4" THICK 40 DUROMETER NEOPRENE PAD BETWEEN THE RISER CLAMP EAR AND THE FLOOR SLAB. 5. USE CAST IRON DRAIN PIPES WHENEVER POSSIBLE. OTHERWISE, WRAP ALL PLASTIC AND COPPER DRAIN PIPES THAT ARE LOCATED IN WALL OR CEILING CAVITIES OF DWELLING UNITS COMPLETELY WITH PIPE WRAP TAPE BY LOWRY COMPANY. 6. INSTALL MINIMUM R-11 FIBERGLASS BATT INSULATION IN OTHERWISE UN -INSULATED WALL OR CEILING CAVITIES WITH PLUMBING PIPES. 7. PACK THE CAVITY VOID BELOW TUBS AND SHOWERS WITH FIBERGLASS OR SPRAYED -ON MATERIAL AND BLOCK THE BOTTOM OF THE TUBS. 8. FOR THE FLOOR/CEILING ASSEMBLIES AND WASTE LINES PENETRATIONS OF NON -COMMON WALLS, WASTE LINES ABOVE THE SLAB SHALL BE CAST IRON. THE ELBOW BELOW THE STOOL WASTE OUTLET SHOULD BE ISOLATED FROM THE POSITION BLOCKS WITH PADDING OF A FELT MATERIAL. THE ENTIRE SPACE AROUND THE ELBOW MUST BE FILLED WITH FIBERGLASS OR EQUAL MATERIAL. USE TRISOLATOR PIPE SLEEVES IN CONJUNCTION WITH STANDARD METAL PIPE CLAMPS AND HANGERS, OR "FELT LINED PIPE HANGERS" WITH A MINIMUM 1/4" THICK FELT. IF FELT LINED HANGERS ARE USED, IT IS CRUCIAL THAT THE HANGERS BE PROPERLY LOCATED AND SIZED SO THAT THE FELT IS NOT CRUSHED, SKEWED, OR OTHERWISE RENDERED INEFFECTIVE FOR ISOLATING PIPE VIBRATION. 9. WATER PRESSURE SHOULD BE CONTROLLED IN THE RANGE OF 35 TO 55 P.S.I. WATER VELOCITY SHOULD NOT EXCEED 6 FEET / SEC. IF SINGLE FAUCET SYSTEM ARE USED. HOWEVER, THE CODE ALLOWS 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 3 GAL. / MIN. THE SHOWER HEAD IS TO INCORPORATE AN ACOUSTO-SCUTCHEON; HOWEVER, IF THE SHOWER HEAD MUST BE RIGIDLY ATTACHED TO THE STRUCTURE, USE HUBBARD HOLDRITE SILENCER #265 10. THE PLUMBING SYSTEM MUST OTHERWISE BE INSTALLED PER THE PLUMBING CODE. WHERE A CODE REQUIREMENT APPEARS TO CONTRADICT THE RECOMMENDED PIPE ISOLATION DETAILS, THE CODE CONDITION SHOULD TAKE PRECEDENCE. CONFLICT SHOULD BE FULLY DOCUMENTED AND BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. • him 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 INV1'S"I'MEN i'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 O 04 Q U Q z Q z Q w LJJ ry U) w r LLO 06 LO No. Date Description H W �L-D V ) U TW 1 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 ARCy1T L.L G��SED �0� �0A N CV No. C29795 RENEWAL DATE 01.1 AUGUST 31, 2023 1 qTF CF C A�_ License Stamp o ACOUSTICAL ISOLATION DETAILS 16 121 18 NOTES COPYRIGHT Cc AD-2002 FINISH FLOOR WHERE OCCURS d d ° ° d dp dd dp d ° ° 44 d ° p p d d d i ° d d d d d p d G ° p d ° d d ° p< p d 41 d ° d ° d ° ° d a d d d p CONCRETE SLAB. MIN. 6.2 INCH THICK FOR 3 HR RATING PER CBC TABLE 722.2.2.1. REFER TO PLANS FOR DESIGN THICKNESS. ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(3) ITEM 1-1.1 FINISH FLOOR WHERE OCCURS V p dd d ° p p d d d ° d d ° d d C d p d d ° p d d p < p d AO!" ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(3) ITEM 1-1.1 CONCRETE SLAB. MIN. 3.5 INCH THICK FOR 3 HR RATING PER CBC TABLE 722.2.2.1. REFER TO PLANS FOR DESIGN THICKNESS. 211 3-HR RATED FLOOR/CEILING 1171 1-HR RATED FLOOR/CEILING --------�_1�----------- SHAFT WALL PER PLAN --------------------�--- 22 2-HR RATE CONCRETE SLAB 2 HR RATED SHAFT ASSEMBLY PER GA FILE No. 7125. CONCRETE OR CMU WALL D SOFFIT ONE LAYER" " PROPRIETARY TYPE X WALLBOARD OVER RESILIENT FURRING CHANNELS ASSEMBLY COMPLIES WITH: GA FILE NO. RC 2604 PROPRIETARY GYPSUM BOARD: $" SHEETROCK BRAND FIRECODE C 131 1-HR ROOF/CEILING ASSEMBLY R.C. CHANNELS "'MIN. GAP. CAULK WITH ACOUSTICAL FIRE RATED SEALANT. STRUCTURALSHEAR PANEL WHERE OCCURS. M WALL TO CEILING ISOLATION WATERPROOFING OVER METAL PAN INSERT. 3 HR RATED FIRESTOPPING AT THE SLAB PENETRATION 12" 17 SLAB BLOCK -OUT FOR DRAINAGE LINES. 231 SLAB CUT-OUT AT TUB INSTALL WALL BOARD MIN. 2" ABOVE SUBFLOOR ISOLATE BASEBOARD ABOVE FINISH FLOOR w 1ninnn onnr IrUCTO nnnv INSULATION DRAPED OVER CHANNELS "" NG JG ------------------------------ DUCT OR PIPES d° CONNECT SOFFIT FRAMING TO RESILIENT CHANNEL ONLY, NOT TO FLOOR d FRAMING FLOOR SHEATHING BATT INSULATION 1" GYPSUM FLOOR TOPPING OVER ACOUSTI-MAT 1/4 PREMIUM ° ONE LAYER 8" PROPRIATERY GYPSUM BOARD RESILIENT CHANNELS 2X10 FLOOR FRAMING, 24" O.C. MAX. PROPRIETARY GYPSUM BOARD: g" SHEETROCK BRAND FIRECODE C 9 NON -RATED DROPPED SOFFIT 5 1-HR FLOOR/CEILING ASSEMBLY 1 *PER CBC SECTION 721.6.2.1, THE TOTAL TIME ASSIGNED TO THE MEMBRANE ON THE FIRE EXPOSED SIDE OF THE A, RATED FLOOR / CEILING CONTINUE GYPSUM BOARD BEHIND NON -RATED SOFFIT 1/2" r LIGHT GAUGE METAL FRAMING CEILING. (1) LAYER OF 5/8" GYPSUM BOARD \ \ SOFFIT FRAMING SHALL BE ISOLATED FROM ACOUSTIC WALL. RESILIENT WALL TO SOFFIT JOINT ASSEMBLY COMPLIES WITH: ISOLATION GA FILE NO. FC 5112 RATED FIRE PARTITION UL DESIGN L569 STC MIN. 50 PER CBC, 19/32" MIN. WOOD STRUCTURAL PANEL BONDED WITH GLUE. ASSIGNED TIME 15 MINUTES. EXTEND THE LENGTH OF DUCT RUN. PER CBC, TWO LAYERS 5/8" GYPSUM WALLBOARD WITH ALL JOINTS FIRE TAPED. ASSIGNED TIME 30 MINUTES PER LAYER; 60 MINUTES". PER CBC, WOOD FLOOR JOIST AT 16"O.C. MAX. WITH A MIN. NOMINAL THICKNESS OF 2". ASSIGNED TIME 10 MINUTES. ENCLOSE FULL LENGTH OF DUCT RUN OR LIGHT BOX WITH GYPSUM WALLBOARD ON ALL 4 SIDES AND TOP OF ENCLOSURE 1-HOUR FIRE RATED ACOUSTIC SEALANT OR FIRE SAFING. DUCT OR LIGHT IN RATED LINED JOIST BAY RATED FLOOR / CEILING PER PLAN I 2X WOOD FLOOR JOISTS MAX. 16" O.C. DOUBLE WOOD FLOOR 2' HARDROCK CONCRETE DRAINAGE BOARD OVER WATERPROOFING MEMBRANE ° ____________ _�_ __ _______—________ 4____ 4 ------ a a Qa a a ASSEMBLY COMPLIES WITH: GA FILE N0. RC 2601 ASSEMBLY COMPLIES WITH: CBC TABLE 721.1 (3) 13-1.2 EXTERIOR PLASTER OVER METAL LATH 141 1-HR ROOF/CEILING ASSEMBLY 1101 1-HR LINED JOIST BAY FLRICLG. ASSEMBLY I 6 11-HR FLOOR/CEILING ASSEMBLY 12 ACOUSTICAL -FIRE SEALANT 4" THICK PERIMETER ISOLATOR BETWEEN WALL AND GYP-CRETE FLOOR UNDERLAYMENT SUBFLOOR 4" MIN. GAP, FILL WITH ACOUSTICAL FIRE RATED SEALANT. CONCRETE PAVERS ON ADJ E ROOF COVERING MINIMUM CLASS PEDESTALS - SEE LANDSCAPE 'B' 80 MIL TPO ROOFING ON SLOPED PROVIDE FRAMING AS REQUIRED TO DRAWINGS RIGID INSULATION SUPPORT GYPSUM WALLBOARD, 2x4 AT MASON SUPER W PADS 3/4" 1/4" DENSDECK 16" O.C. MAXIMUM 50 DM UNDER PEDESTALS, TYP. MIN. 1/2" PLYWOOD 0/ 2X 26 GA. STEEL DUCT CONTINUOUS FROM SLEEPERS RIPPED TO SLOPE nnl=nnRROKII= TO EXTERIOR OF BUILDING MIN. 5/8" PLYWOOD THROUGH PENETRATION TOP COMPLYING WITH =CTION 713.4.1.2 TION #1 ALE OR RIGID =CTOR HERS 5/8" TYPE X GYPSUM 3OARD. THE ENCLOSURE . COMPLETELY WRAP ND THE DUCT OR FAN NG PENETRATION IR FIRE RATED ACOUSTIC kNT OR FIRE SAFING 191 WALL TO FLOOR ISOLATION 1151 FAN AT ROOF/CEILING ASSEMBLYI 11 INSTALL WALL BOARD MIN. "' ABOVE SUBFLOOR ISOLATE BASEBOARD ABOVE FINISH FLOOR ACOUSTICAL FIRE RATED SEALANT CARPET OR HARD SURFACE FLOORING d ° ° d p ° ° d 'd ° < d d d 9 d SLAB ° p d d p d p d d d ° p ° d d p d pd d d � d d p a A d A (1) LAYER 5/8" TYPE X GYPSUM WALLBOARD ALL FOUR SIDES OF THE ACCESS OPENING AS REQUIRED BY MANUFACTURER. 2x CEILING JOIST OR TRUSS BOTTOM CHORD 20" X 30" MINIMUM OPENING REQUIRED COORDINATE ROUGH OPENING WITH TRUSS MANUFACTURER I (1) LAYER 5/8" GYPSUM BOARD OVER METAL STUDS AT DROP CEILING, REFER TO "SSMA" SPAN TABLE FOR SIZING. WHERE POSSIBLE ALL DROP FRAMING SHALL BE SUPPORTED BY THE WALLS ONLY. INSULATION (TOTAL R-VALUE SHALL MEET REQUIREMENTS PER TITILE-24 ENERGY REPORT, LESS THE R-VALUE ACHIEVED WITH SPRAY FOAM INSULATION) DRYWALL FURRING CHANNEL (2) LAYERS 5/8" GYPSUM WALL BOARD CLOSED CELL SPRAY APPLIED POLYURETHANE FOAM INSULATION / AIR BARRIER (AIR-IMPERABLE) APPLIED TOTHE SHEATHING (DIREERSIDE CT CONF THE TACT) 1 — H R FL ( ICC-ES ESR-3500 - ICYNENE PROSEAL, OR APPROVED EQUAL) LISTING DETAILS: GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 241, 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 ANGLES TO JOISTS WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS AND 1-1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO JOISTS WITH 8d NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE -HOUR FIRE RESISTANCE PROTECTION FOR FRAMING, INCLUDING TRUSSES. STC/ICC RATING 1. KINETICS #AT001028 2. TESTING AGENCY & REPORT NUMBER 2.1. NRC-CANADA 2.2. B3463.15 FIRE RESISTANCE LISTING: FIRE RATING: 1-HR GA FILE NO. RC 2601 SOUND TRANSMISSION: IMPACT INSULATION: 59 STC KINETICS #AT001028 52 I I C KINETICS #AT001028 w n Ulnnn n nno inicTe (2) LAYERS OF 8" TYPE 'X' GYPSUM BOARD OOR/CEILING ASSEMBLY 13 1101 1 nCnv11IninT1=01010nnC r-n i z_nivrc ra r��i arc vv arc METAL LATH. NOTE: WHERE TOP OF DECK SURFACE IS EXPOSED TO WEATHER, PROVIDE CROSS VENTILATION AT UNDERSIDE OF DECK CAVITIES AT A RATE OF 1/150. 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 r O N Q U Q z Q Q z Q co I- IJ w U) IJ r L0 LO 015 No. Date Description 75 MG W v J Ise 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 J ARCy1T U_ G��SED N (N No. C29795 C) RENEWAL DATE AUGUST 31, 2023 �>X �� 1 qTF Or-CA\-�F��� r Ci License Stamp CD FIRE -RATED FLOOR -CEILING ASSEMBLIES AD-21 201 WALL TO SLAB ISOLATION 1161 RATED ATTIC ACCESS 121 1-HR ROOF/CEILING ASSEMBLY 8 I N.R. DECK ASSEMBLY 41 COPYRIGHT n STEEL BOXES ON THE OPPOSITE 4 -- SIDES OF THE WALL SHALL BE SEPARATED BY NOT LESS THAN 5 24" WHERE THE WALL IS CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD CAVITIES. z OR BE SEPARATED BY A HORIZONTAL N DISTANCE OF NOT LESS THAN THE STUD CAVITY WHERE THE WALL w x CAVITY IS FILLED WITH J Z CELLULOSE LOOSE -FILL, x o Z 5 ROCKWOOL OR SLAG MINERAL < WOOL INSULATION.00 ANNULAR SPACE, TYPICAL FLILL SEE CBC SECTION 714.3.2 TWO LAYERS OF 5/8" TYPE ONE LAYER OF 5/8" TYPE (2) LAYERS OF 5/8" TYPE 'X' ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH 'X' GYPSUM BOARD EACH GYPSUM BOARD EACH 'X' GYPSUM BOARD EACH STEEL OR LISTED BOXES ON THE SIDE SIDE SIDE SIDE OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY SOLID � 3-5/8" STEEL STUDS 3-5/8" STEEL STUDS 2X4 WOOD STUDS 16" O.C. OR 2X WOOD STUDS FIREBLOCKING IN ACCORDANCE 24" O.C. 24" O.C. 2X6 WOOD STUDS 24" O.C. 16" O.C. 4 WITH CBC SECTION 714.3.2.1. OR 5 BE SEPARATED BY PROTECTING 4 BOTH BOXES WITH LISTED PADS. 3-1/2" GLASS FIBER WALL INSULATION WHERE WALL INSULATION WHERE WALL INSULATION WHERE OR INSULATION REQUIRED REQUIRED REQUIRED BE SEPARATED BY OTHER LISTED MATERIALS AND METHODS. ILL TYPICAL SINGLE STUD WALL OR PARTITION ASSEMBLY COMPLIES WITH: ASSEMBLY COMPLIES WITH: ASSEMBLY COMPLIES WITH: ASSEMBLY COMPLIES WITH: GA FILE No. WP 1522, GA FILE No. WP 1072, STC 45-49 GA FILE No. WP 4136, WP 4230 GA FILE No. WP 3520 6 DOUBLE STUD RATED FIRE STC 55-59 (REQ. MIN. STC 50) CBC TABLE 721.1 (2) ITEM No. 13-1.1 CBC TABLE 721.1 (2) ITEM No. 14-1.3 CBC TABLE 721.1 (2) ITEM No. 14-1.3 PARTITION N THE STEEL O ESI ED BOXESSOFTH WALL OPPOSITE SIDES OF THE WALL SHALL 21 2-HR RATED METAL FRAMED WALL 13 1-HR RATED METAL FRAMED WALL 9 2-HR RATED WOOD FRAMED WALL 5 1-HR RATED WOOD FRAMED WALL 1 BE SEPARATED BY PROTECTING BOTH BOXES WITH LISTED PADS. or BE SEPARATED BY OTHER LISTED MATERIALS AND METHODS. 1/8" MAX 5 TWO LAYERS OF 5/8" TYPE ANNULAR SPACE, TYPICAL SEE CBC 'X' GYPSUM BOARD INTERIOR EXTERIOR 3 SECTION 714.3.2 DOUBLE STUD WALL OR PARTITION (SIMILAR FOR STAGGERED STUDS) RATED FIRE PARTITION NOTES: 3-1/2" SOUND ATTENUATION BLANKET 1. DEPTH OF ELECTRICAL BOXES SHALL BE COMPATIBLE WITH WALL OR PARTITION STUD SIZE AND ACCOMMODATE LISTED PADS WHEN USED. UNIT UNIT 2. ALL UNUSED KNOCK -OUTS SHALL BE PLUGGED. 3. CONDUIT SHALL BE INSTALLED ON THE SIDE SERVED IN DOUBLE STUD OR STAGGERED STUD `` 2-1/2" C-T, C-H OR I STEEL STUDS IN ONE LAYER OF 5/8" TYPE MINERAL OR GLASS FIBER BATT NNU WALLS AND PARTITIONS. CONDUIT IS NOT ALLOWED IN THE AIR SPACE BETWEEN STUD ROWS. 2-1/2" FLOOR AND CEILING RUNNERS X' GYPSUM BOARD INSULATION STUFFED IN THE AIR EXTERIOR PLASTER 4. SEPARATE CONDUIT SHALL BE PROVIDED FOR ELECTRICAL BOXES ON OPPOSITE SIDES OF SINGLE SPACE AND STAPLED TO STUDS AT VVVW STUD ACOUSTIC WALLS OR PARTITIONS. 10'-0" O.C. HORIZONTALLY SHEAR PANEL WHERE OCCURS 5. CONTRACTOR SHALL DRILL ALL STUD AS REQUIRED FOR INSTALLATION OF CONDUIT. 1"X24" PROPRIETARY TYPE X 3-5/8" STEEL STUDS 6. LISTED PAD WRAPS ARE REQUIRED ON ALL ELECTRICAL BOXES AT ALL WALLS AND PARTITIONS GYPSUM PANEL 24" O.C. 2x4 WOOD STUD 16" O.C. THAT REQUIRE ACOUSTICAL INSULATION. SEE ACOUSTICAL REPORT FOR ADDITIONAL STAGGERED 8" O.C. FROM REQUIREMENTS. OPPOSITE SIDE MEMBRANE PENETRATIONS SHALL BE INSTALLED PER CBC SECTION 714.3.2. WHERE WALLS OR TWO LAYERS OF 5/8" GLASS FIBER OPTIONAL ION2ND 3LAN SOUND ATTENUATION BLANKET PARTITIONS ARE REQUIRED TO HAVE A FIRE -RESISTIVE -RATING, RECESSED FIXTURES SHALL BE PROPRIETARY TYPE X INSULATION INSULATION (1) LAYER 5/8" TYPE X GYPSUM BOARD INSTALLED SUCH THAT THE REQUIRED FIRE -RESISTANCE WILL NOT BE REDUCED. WALLBOARD EACH SIDE MEMBRANE PENETRATION OF MAXIMUM 2-HOUR FIRE -RESISTANT -RATED WALLS AND PARTITIONS ARE ALLOWED BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA, PROVIDED SOUND INSULATION IN BOTH WALL THE AGGREGATE AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE CAVITIES PER T-24 REQUIREMENTS INCHES IN 100 SQUARE FEET. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY PROPRIETARY GYPSUM BOARD: ASSEMBLY COMPLIES WITH: MATERIAL ARE ALLOWED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN 5/8" GOLD BOND FIRE -SHIELD GA FILE No. WP 3380 FIRE -RESISTANCE -RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED WITH THE LISTING. ASSEMBLY COMPLIES WITH: 1" GOLD BOND FIRE SHIELD SHAFTLINER ASSEMBLY COMPLIES WITH: CBC TABLE 721.1 (2) ITEM No. 15-1.3 UL DESIGN U305 GA FILE No. WP 7076 GA FILE No. WP 1052, WP 1350 CA NOISE CONTROL FILE No.1.2.3.1.4 THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE STEEL OR LISTED BOX SHALL NOT UL DESIGN U497 MIN. STC 50 MIN. STC 50 EXCEED 1/8". 22 OUTLET PENETRATION 18 2-HR RATED SHAFT WALL 14 1-HR RATED METAL FRAMED WALL 10 FIREBLOCKING @PARTY WALL 6 1-HR RATED WALL @ CORRIDOR 2 WALL TO FLOOR JOINT ISOLATION 1/2" GAP PROVIDE BACKING FOR CARPET CONTINUE GYPSUM BOARD BEHIND AND BELOW STAIR AS REQUIRED TO MAINTAIN FIRE AND/OR ACOUSTIC , RATED WALL ASSEMBLIES A STRINGERS SHALL HAVE NO CONNECTION TO WALL ` 5/8" TYPE X GYPSUM WALLBOARD AT TWO LAYERS OF 5/8" " TWO LAYERS OF 5/85/8"TYPE TWO LAYERS OF 5/8" TYPE ONE LAYER OF 5/8" TYPE ENCLOSED SPACE UNDER STAIRS PROPRIETARY TYPE'X' GYPSUM PROPRIETARY 'GYPSUM 'X' GYPSUM BOARD EACH 'X' GYPSUM BOARD EACH BOARD EACH SIDE BOARD SIDE SIDE 3-5/8" 18 GAGE STEEL STUDS 16" O.C. 3-5/8" 18 GAGE STEEL STUDS 16" O.C. STRUCTURAL SHEATHING STRUCTURAL SHEATHING DOUBLE ROW MIN. 1" APART. DOUBLE ROW MIN. 1" APART. WHERE OCCURS WHERE OCCURS LATERAL BRACING ON BOTH SIDES OF LATERAL BRACING ON BOTH SIDES OF 1 16 a THE WALL NOT LESS THAN 5 FEET ON THE WALL NOT LESS THAN 5 FEET ON CENTER VERTICALY. CENTER VERTICALY. 2X WOOD STUDS 2X WOOD STUDS 3-1/2" GLASS FIBER INSULATION ON 3-1/2" GLASS FIBER INSULATION ON 16" O.C. ON SEPARATE 16" O.C. ON SEPARATE BOTH SIDES IN CAVITY BOTH SIDES IN CAVITY PLATES 1" APART PLATES 1" APART WALL INSULATION IN BOTH WALL INSULATION IN BOTH STUD CAVITIES STUD CAVITIES ASSEMBLY COMPLIES WITH: PROPRIETARY GYPSUM BOARD: ASSEMBLY COMPLIES WITH: 5/8" SHEETROCK FIRECODE GA FILE No. WP 5060 PROPRIETARY GYPSUM BOARD: ASSEMBLY COMPLIES WITH: 5/8" SHEETROCK FIRECODE GA FILE No. WP 5006 ASSEMBLY COMPLIES WITH: GA FILE No. WP 5520 GA FILE No. WP 3370 UL DESIGN U305 UL DESIGN U493 UL DESIGN U493 UL R4024 CA NOISE CONTROL FILE No.1.2.4.1.5.4 MIN. STC 50 MIN. STC 50 MIN. STC 50 MIN. STC 50 23 STAIR PARTY WALL 19 2-HR RATED MTL. PARTY WALL, 15 1-HR RATED METAL PARTY WALL 11 2-HR RATED PARTY WALL 7 1-HR RATED PARTY WALL 3 LAYER OF 5/8" TYPE 'X' I IV GYPSUM BOARD PLUMBING WALL WHERE MOISTURE RESISTANT GYPSUM OCCURS BOARD, NON -PAPER BACKED, CONTINUES BEHIND THE 2X CORRIDOR FLOOR FRAMING ° UNIT RATED WALL PARTITION TUB/SHOWER UNIT PERPENDICULAR TO THE RATED WALL ° ° ° - 2X W WOOD OR METAL I MOISTURE RESISTANT GYPSUM ° STUDS BOARD, NON PAPER BACKED OVER/77° TUB/SHOWER FLANGE a ° a ° ` ° PLUMBING PIPE SUPPORT 2x3 OR 2x4 FLAT WOOD STUDS 24" O.C. ° ° ° ° a CLAMPS TO BE MIN. 1/2" \ RESILIENT CAULK CONTINUE GYPSUM BOARD BEHIND ° a d ° ° FROM GYPSUM WALL BOARD 5/8" TYPE X GYP. BOARD BOTH SIDES THE LEDGER TO MAINTAIN WALL FIRE Q 2X BLOCKING y RATING. a I ;- TUB, ISOLATE BASE FROM 01 a - RECESSED OPENINGS IN ONE HOUR WALLS FOR MEDICINE CABINETS, FIRE EXTINGUISHERS, ELECTRICAL PANELS \ FLOOR AND WALL \ 2X LEDGER OVER GYPSUM BOARD I OR ANY OTHER FIXTURE EXCEEDING 16 SQ. INCHES SHALL BE LINED WITH 5/8" MAINTAIN FIRE RATING OF WALL ONE LAYER OF GYPSUM WALL BOARD _ _ _ _ _ _ _ _ _ J I TYPE X GYP. BOARD ON ALL SIDES. I TAPE JOINTS ASSEMBLY Q 3-5/8" STEEL STUDS LW DROPPED SOFFIT WHERE OCCURS Q CONTINUE FLOOR TOPPING , ' VARIES SEE PLAN UNDER TUB WALL INSULATION WHERE ` — — REQUIRED BATT INSULATION, EXTEND — TWO STUD CAVITIES ON Yl— EITHER SIDE OF PLUMBING ASSEMBLY COMPLIES WITH: GA FILE No. WP 3640 UL DESIGN U336 24 TUB / SHOWER WALL 20 SHAFT WALL CORRIDOR 16 FURRED WALL CONC. WALL 12 PLUMBING WALL 8 1-HR RATED RECESS 4 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) N Q U Q z Q Q z Q U) I- w w CO LU T_ LO 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. c,k AR pyx, �0 ���A No. C29795 RENEWAL DATE AUGUST 31, 2023 �F C A� License Stamp FIRE -RATED INTERIOR WALL ASSEMBLIES AD-22 Z ^J U) 1r n 0. L.L N C) 1 r C) 00 C) COPYRIGHT (c —TYPICAL RATED FLOOR / 1 TYPICAL RATED FLOOR / 1 CEILING AD 21 CEILING - STAIR SHAFT STAIR SHAFT 1 HR RATED WALL ASSEMBLY OP FLANGE HANGER FOR TOP-FLANGE RATED ROOF / CEILING ASSEMBLY LEDGER PER STRUCTURAL ALL CONTINUATION DRYV10 -RATED ROOF / CEILING 9 ASSEMBLY AD 21 UNIT AD 21 UNIT FRAMING OPTION - 2 >< Fr INTERIOR KX I uw�j� FRAMING OPTION - 3 RATED ROOF / CEILING AD-21 ASSEMBLY STAIR — 2 HR RATED WALL 7 J ASSEMBLY AD 22 Iq &Wf F7777771' L4 UNIT —sm F777 7771 A PT I I I I I I I I I I 9 RATED ROOF / CEILING FIREBLOCKING IN I AD 21 ASSEMBLY CONCEALED WALL SPACES, CBC 717.2.2 3 IF RATED WALL RECESS AD-22 INTERIOR CORRIDOR UNIT LIVING SPACE EXTERIOR CORRIDOR UNIT LIVING SPACE or BALCONY UNIT Ix XL XXX TYPICAL RATED INTERIOR RATED FLOOR / CEILING AT FLOOR / CEILING DROPPED SOFFIT / TYPICAL RATED FLOOR / 1 d Q 77777 a d IT x k 4 CEILING - d PERP. JOISTS PERP. JOISTS PARALEL. JOISTS PE P. JOISTS FIREBLOCKING IN _ CONCEALED WALL SPACES, 7 2 HR RATED WALL CBC 717.2.2 ASSEMBLY AD-22 RATED CORRIDOR WALL, 6 STAGGERED AD 22 AD 21 5/8" TYPE X GYPSUM WALLBOARD 2 RATED CORRIDOR WALL � , UNIT OVER METAL CEILING FRAMING. LIGHT IN NON RATED STAGGERED AD 22 CEILING / SOFFIT EXTERIOR CORRIDOR or BALCONY UNIT LIVING SPACE / INTERIOR CORRIDOR 7 AD-21 UNIT LIVING SPACE TYPICAL RATED FLOOR / 1 CEILING AD 21 TYPICAL RATED EXTERIOR FLOOR/CEILING 7 UNIT AD-21 UNIT d Q a — — — — — — — — _ _ — — O ` INTERIOR STAIR �— a � d PARALEL. JOISTS PARALEL. JOISTS PERP. JOISTS PARALEL. JOISTS i SOUND INSULATION; SEE ENERGY REPORT FOR REQUIRED BUILDING I I SOUND INSULATION; SEE ENERGY INSULATION. REPORT FOR REQUIRED BUILDING INSULATION. FIREBLOCKING IN CONCEALED WALL SPACES, CBC 717.2.2 SOUND INSULATION; SEE ENERGY UNIT REPORT FOR INTERIOR CORRIDOR UNIT LIVING SPACE EXTERIOR CORRIDOR UNIT LIVING SPACE REQUIRED BUILDING UNIT INSULATION. I I I I UNIT SET SILL PLATES ON (3) CONT. BEADS SET SILL PLATES ON (3) CONT. BEADS OF SEALANT 8 OF SEALANT SET SILL PLATE ON (3) CONTINUOUS TOPPING SLAB SET SILL PLATE ON (3) CONTINUOUS AD-21 BEADS OF SEALANT WHERE OCCURS BEADS OF SEALANT CONCRETE SLAB CONCRETE SLAB a a 0. a ' ZIQ Q Q 4 Q a d Q 4 Q ZI Q Q zi O d O 4 Qf 4 d 4 4 d V d Q 4 Z d 4 4 7t' G O 4 d 4 d qq Q A A4 d d d Q Q Q O d 4 d d d Q Q Q 4 d 4 d d d O 4 Q d d a d 4 � NOTE: SEE DETAIL 4/ FOR INFORMATION NOTE: SEE DETAIL 4/ FOR INFORMATION 4 d AIRZ'_sPACE NOTSHOWN NOTSHOWN a a PER PLAN 1-HR RATED INTERIOR CORRIDOR TO UNIT 20 1-HR RATED EXTERIOR CORRIDOR TO UNIT 12 2-HR RATED FIRE BARRIER STAIR SHAFT TO UNIT 8 1-HR RATED FIRE PARTITION UNIT TO UNIT 4 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 TI\ti'�S`I'�VIhN"1 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 W L0 06 LO 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 ARc111T No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA_\ License Stamp 1-HOUR FIRE PARTITION DETAILS AD-2201 z J `- 1r n V / ILL N O N Ir— MO 00 O COPYRIGHT U STRUCTURAL PANEL SHAFT BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER WHERE OCCURS BASE APPLIED AT RIGHT ANGELES TO EACH SIDE OF DBL. ROW OF 2 X 4 WOOD STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART WITH 6 d COATED NAILS, 170 LONG, 0,085 SHANK, 1/4' HEADS, 24" O.C. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER 0 BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED LU NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4' HEADS, 8" O.C. O JOINTS STAGGERED 16" EACH LAYER AND SIDE, SOUND TESTED WITH 9XZ=XR 3 1/2" GLASS FIBER INSULATION STAPLED TO STUDS IN STUD SPACES ON ONE SIDE AND WITH NAILS FOR BASE LAYER SPACED 6" O.C. 0 HORIZONTAL BRACING REQUIRED AT MID -HEIGHT. (LOAD BEARING) z W ELECTRICAL, PLUMBING AND MECHANCIAL ELEMENTS 1— NOT PERMITTED IN AIR SPACE Cr NOTES: PARALLEL TRUSSES PERPENDICULAR PARALLEL TRUSSES PERPENDICULAR Cr 1, WOOD STRUCTURAL PANELS MAY BE INSTALLED BETWEEN THE TRUSSES TRUSSES = FIRE PROTECTION AND THE WOOD STUDS, PROVIDE THE LENGTH OF 6X6 =X6 THE FASTENERS USED TO ATTACH THE FIRE PROTECTION ARE N INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL. 2, EACH STUD CAVITY PROVIDED WITH FULL STUD DEPTH SOUND LIVING UNIT ATTENUATION INSULATION (3-1/2" MIN THICK) . RUN (2) LAYER OF GYP BOARD TO THE UNDERSIDE OF ROOF GYPSUM WALLBOARD, WOOD STUDS SHEATHING LISTING INGNO. SOUND- RATING- THICKNESS: 10 3/4' GA APPROX. CEILING WEIGHT: 13 PSF MIN 50 STC 2-HR. TEXT: SEE WP 14-70FM0WP 360, 9-27-74) — — — — — — WP 3820 SOUND TEST: NGC 3056,FIRE 2-HR RATED FIRE BARRIER 1 GYPSUM WALLBOARD, WOOD STUDS (2) LAYERS 5/8" TYPE X FIRE BARRIER AT ROOF FOR ELEVATOR BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VEENER GYPSUM BOARD BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 X 4 WOOD STUDS 24" O.C, WITH 6D COATED NAILS, 170 LONG, 0,085" SHANK, INTERIOR FULL STUD DEPTH INSULATION FIRE BARRIER AT ROOF FOR STAIR 1/4" HEADS, 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM VENEER WHERE OCCURS F BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C. #4 90 JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH STUDS 16" O,C, AND WITH NAILS FOR BASE LAYER SPACED 6" O.C. APPROVED 2 HOUR U.L. (LOAD -BEARING) FIRE RESISTIVE JOINT SYSTEM X&W Mx REQUIRED AT —P BOTH SIDES OF _KTWALL INTERIOR (2) LAYERS 5/8" TYPE X GYPSUM BOARD LISTING- NOTE: S NG RATING- FOR ALTERNATE DETAIL AT SEE ALSO DETAIL NO.2-HR. SHAFTS- WP 4135 RUN (2) LAYER OF GYP TO THE 2-HR FIRE BARRIER ASSEMBLY - WOOD STUDS 2 UBOARD NDERSIDE OF ROOF SHEATHING I I I I I I SLAB OPENING DIM. ✓ F.O. STUD PER PLAN ROUGH OPENING W F.O. STUD PER PLAN 7777 IN FLOOR I I I I I I I I I I 5/16' 15 " / FIRE BARRIER AT ROOF FOR ELEVATOR TYP. FLR / CLG ASSEMBLY RATED FLR / CLG ASSEMBLY @ CORRI R MU OR CONC WALL 1 AD-21 1 (2) 2x BLOCKING AD-21 4TH FLOOR (2) 2x SOLID RIM JOIS � 9A @ CONC W/DUCTS 9B @WOOD FRAMING _ d SLOTTED HEAD TRACK- FOR d ° DEFLECTION d ° FIRE RATED SEALANT- BOTH SIDES ° ° 3-5/8", 25 GAGE MET. STUDS @ 16" O.C. UNIT LIVING SPACE INTERIOR CORRIDOR 2-HR SHAFT TWO (2) LAYERS FIRE -RATED GYP. BD. WALL IS TO BE EACH SIDE- PROVIDE DENS GLASS GOLD FOR FACE LAYER FACING GARAGE POSITIONED TOWARD � DOOR SWING SIDE OF DOOR FRAME POSITION IN WALL - WALL BEYOND 2-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER FIRE RATED SEALANT- DIMENSION PER PLAN F.O. GYP. BD SHALL BOTH SIDES g SIM. 1 2 BE FLUSH WITH F.O. CMU ON DOOR SWING SIDE rn /iiii i SLAB OPENING DIMENSION � D o i/iiiii��� 8" WIDE X 8" X 16" CMU �U 3RDFLOOR � " /iii iiii �� MORTAR JOINT I I ° ICI i 1 LINE OF CONCRETE FLOOR SLAB ° ° d I ° ° d I d I ° a 11 ITEM 13-1.1 - 0.018" (25 CARBON SHEET STEEL GAGE) CHANNEL SHAPED STUDS @ 24" O.C. WITH ONE ° ° ° d ° FULL-LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED VERTICALLY ON EACH SIDE cJJ° FIRST LAYER IS ATTACHED WITH 1" LONG NO.6 DRYWALL SCREWS 8" ON CENTER AROUND THE PERIMETER AND 12" ON CENTER ON THE INTERMEDIATE STUD. THE WALL BOARD MAY BE ATTACHED HORIZONTALLY WHEN ATTACHED TO 3-5/8" STUDS AND HORIZONATL JOINTS ARE STAGGERED WITH THOSE ON OPPOSITE SIDES OF THE WALL. SCREWS FOR THE HORIZONTAL ° APPLICATION SHALL BE 8 " ON CENTER AT VERTICAL EDGES AND 12" ON CENTER ON THE INTERMEDIATE STUDS. 3-HRRATEDF R/CLC ONE (1) HOUR RATED WALL 24 ° d ° ASSEMBLY @ PODIUM1>71JAD-27 z4 LISTING: d U905 (CMU PORTION) FIRE RATING: 3-HR RATED FLR / CLG — — — — — 1-HR. ASSEMBLY @ PODIUM SPEC SEAL SERIES ES ELASTOMERIC FIRE SEALANT U.L. CBC TABLE 720.1(2) SOUND RATING: LISTED FOR 2HR JOINT TYP. NOT TESTED ITEM 13-1.1 2 OR 3-HR RATED CONCRETE (METAL STUD PORTION) DECK SLAB OR WALL OR CMU —� 2-HR METAL 4 STUD WALL WALL PER STRUCTURAL PLANS RATED CMU/ MET. STUD WALL 14 MIN. 4" WIDTH OF PCF MINERAL Q WOOL 3-HR. RATED SEALANT ° ASSEMBLY"SPECSEAL" ELASTOMERIC SEALANT SY #HW-D-1006 OR EQ. ° SLIP/NON-BEARING JOINT WHERE OCCURS PER STRUCTURAL PLANS ° d ° 2-HR CMU WALL 1/2" THK. SPEC SEAL ES TOOL SMOOTH d 2-HR METAL 4 STUD' - NOT TO EXCEED 2" MAX @ TIME OF INSTALLATION 3 OR 4-HR WALL C.I.P. OR C.M.U. SPECIFIED TECHNOLOGIES UL. d ° PER PLAN SYSTEM # HW-D-1006 ° d ° d 4 ° 41. NOTES: NOTES: : OBTAIN PRODUCT INSTALLATION 1. WALL ASSEMBLY: 1. WALL ASSEMBLY: 2-HR. WALL ASSEMBLY EXTERIOR 2-HR WALL REQUIREMENTS AND INSTALL PER LISTING 2. FIRE RATING: 2. FIRE RATING: MIN. 2-HR MIN. 2-HR 3. NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ 3. NOTES INDICATED OCCURS @ ALL LIKE CONDITIONS @ 9C @ CO N C STAIRS / ELEVATORS ALL FLOOR LEVELS U.O.N. ALL FLOOR LEVELS U.O.N. FIRE BARRIER @ UNIT FIRE BARRIER @ CORRIDOR 12012-HR FIRE BARRIER 1151 1915 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 TI\ti'�S`I'�VIhN"1 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 W T_ L0 W LO 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. ARCIll No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA_\ License Stamp 2-HOUR FIRE BARRIER DETAILS AD-23 Z ^J 1r n V / LL N N C) N 1 Ir- 00 0 COPYRIGHT (2) T.O. PARAPET T.O. PARAPET EXTERIOR SIDE EXTERIOR SIDE EXTERIOR SIDE TYP w ROOF CEILING ASSEMBLY 9 w ----------------- -------------- ------------------------ ------- -------— — — — — — — — — — — a. AD 21 ate_ Sri � b E Sri � 0C w z z w z z o� U 0 U — — — — — —----------- EXTERIOR CEMENT PLA TER 0/ z w w 0 x z UJ w w 0 x 0_ U w Q m a U w Q m EXTERIOR CLADDING METAL LATH 0/ WATER RESISTIVE U 77= 0-0 0/ WATER RESISTIVE BARRIER BARRIER a. x a x EXTERIOR CEMENT EXTERIOR SIDE PLASTER 0/ METAL ONE LAYER OF 5/8" TYPE INTERIOR SIDE 'X' GYPSUM BOARD INTERIOR SIDE EXTERIOR SHEATHING LATH 0/ WRB WHERE OCCURS EXTERIOR SHEATHING 2x4 WOOD STUDS 2X WOOD STUDS PERPENDICULAR FRAMING- C><x PARALLEL FRAMING-C>< WHERE OCCURS 16" O.C. 16" O.C. ROOF FRAMING IS ORIENTED ROOF FRAMING IS ORIENTED (:>< 2X WOOD STUDS ONE LAYER OF 5/8" TYPE ONE LAYER OF 5/8" TYPE PERPENDICULAR TO EXTERIORC>< PARALLEL TO EXTERIOR WALL X' GYPSUM BOARD X' GYPSUM BOARD WALL-- THEREFORE BEARING C>< THEREFORE NON -BEARING WALL INSULATION PER WALL INSULATION PER CONDITION. CONDITION. T 24 REQIREMENTS T 24 REQIREMENTS REFER TO STRL. DWGS. TPL REFER TO STRL. DWGS. TPL NOTE: THIS IS THE TOP OF NOTE: THIS IS THE TOP OF EXTERIOR WALL- THEREFORE EXTERIOR WALL- THEREFORE WHERE FIRE RETARDANT TREATED FRAMING AND EXTERIOR WALL RATING EXTERIOR WALL RATING ASSEMBLY COMPLIES WITH: OCCURS AT RECESS IN BETWEEN SHEATHING IS REQUIRED, ANY METAL STAPLES, ASSEMBLY COMPLIES WITH: STRAPS, NAILS, ETC. THAT COME IN CONTACT WITH TERMINATES @TOP OF PLATE x TERMINATES @TOP OF PLATE x GA FILE No. WP 8105 WINDOWS. SEE EXTERIOR CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 FIRE RETARDANT TREATED LUMBER IS TO BE UL Design U-309 ELEVATION. ICC REPORT No. ER-1952 CORROSIVE RESISTANT. x A0 NON -RATED WOOD FRAMED WALL 9 1-HR RATED WOOD FRAMED WALL 5 1-HR RATED WOOD FRAMED WALL 1 x x EXTERIOR CEMENT PLASTER 0/ METAL LATH 0/ WATER RESISTIVE BARRIER x T O SHEATHING — — — — x T O SHEATHING — — FILL WALL CAVITY WITH EXTERIOR SIDE INSULATION EXTERIOR SIDE EXTERIOR SIDE PERPENDICULAR FRAMING- PARALLEL FRAMING - FLOOR FRAMING IS ORIENTED PERPENDICULAR TO EXTERIOR x FIREBLOCKING 1 FLOOR FRAMING IS ORIENTED PARALLEL TO EXTERIOR WALL FIREBLOCKING 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WALL-- THEREFORE BEARING AD 24 THEREFORE NON -BEARING x AD 24 CONDITION. CONDITION. REFER TO STRL. DWGS. REFER TO STRL. DWGS. TPL TPL — Z Q x x EXTERIOR CEMENT PLA TER 0/ W y Y'L U) a EXTERIOR CLADDING METAL LATH 0/ WATER RESISTIVE fn Q 0/ WATER RESISTIVE BARRIER BARRIER x x W INTERIOR SIDE TWO LAYERS 5/8" TYPE'X' ONE LAYER 5/8" TYPE'X' ~ EXTERIOR SHEATHING GYPSUM SHEATHING IF STRUCTURALSHEATHING STRUCTURAL SHEATHING INTERIOR EXTERIOR INTERIOR EXTERIOR WHERE OCCURS WHERE OCCURS EXTERIOR SHEATHING 2X WOOD STUDS INTERIOR SIDE 2X 6 FIRE RETARDANT x x WHERE OCCURS �\ 16" O.C. TREATED WOOD STUDS INTERIOR SIDE 16" O.C. 2X WOOD STUDS TWO LAYERS OF 5/8" TYPE 16" O.C. 'X' GYPSUM BOARD TWO LAYERS OF 5/8" TYPE ONE LAYER OF 5/8" TYPE WALL INSULATION PER 'X' GYPSUM BOARD x 2 x 1 _xGYPSUM BOARD ON T-24 REQIREMENTS WALL INSULATION PER 2-HR EXTERIOR 1-HR EXTERIOR BOTH SIDES OF WALL ENERGY COMPLIANCE WALL AD 23 WALL AD 23 REQUIREMENTS WALL INSULATION PER ASSEMBLY COMPLIES WITH: T-24 REQIREMENTS ASSEMBLY COMPLIES WITH: ASSEMBLY COMPLIES WITH: CBC TABLE 721.1(2) ITEM NUMBER 15-1.3 GA FILE No. WP 8415, 4135 GA FILE No. WP 8420 x T O SHEATHING x T O SHEATHING ICC REPORT No. ER-1952 CBC TABLE 721.1(2) ITEM No. 15-1.16 CBC TABLE 721.1(2) ITEM No. 15-1.6 1-HR RATED FURRED WALL 10 2-HR RATED WOOD FRAMED WALL 6 2-HR RATED WOOD FRAMED WALL 2 (1) 2X SOLID RIM (1) SOLID RIM JOIST (2) 2X BLOCKING V TYP II — — TPL x x x EXTERIOR SIDE EXTERIOR SIDE x x -------F----------- TYP EXTERIOR CEMENT PLASTER 0/ RATED ROOF / CEILING ASSEMBLY 1 EXTERIOR CLADDING METAL LATH 0/ WATER RESISTIVE AD-21 0/ WATER RESISTIVE BARRIER BARRIER x x TYPICAL AT EVERY FLOOR ri 0 � W INTERIOR SIDE ONE LAYER OF 5/8" TYPE'X' EXTERIOR PROPRIETARY GYPSUM INTERIOR SIDE ONE LAYER OF 5/8" TYPE'X' 11 1D-51.0 LINE z 0w SHEATHING GYPSUM BOARD w Q W No. 16 GAUGE 4" STEEL No. 16 GAUGE 6" STEEL STUDS 3:cD STUDS 16" O.C. MAX. 16" O.C. MAX. x T O SHEATHING x T O SHEATHING o Q W- ONE LAYER OF 5/8" TYPE'X' ONE LAYER OF 5/8" TYPE'X' � z PROPRIETARY GYPSUM BOARD GYPSUM BOARD r/ Q 3: WALL INSULATION PER 3-1/2" GLASS FIBER 0 w T-24 REQIREMENTS INSULATION x x PROPRIETARY GYPSUM BOARD: 5/8" GOLD BOND BRAND FIRE -SHIELD TPL i TPL%ooASSEMBLY COMPLIES WITH: OCCURS AT RECESS IN BETWEEN ASSEMBLY COMPLIES WITH: — — — — --------- — — ----- — — GA FILE No.WP8006 WINDOWS. SEE EXTERIOR B TABLE 721.1 2 ITEM NUMBER 15-1.4 1 x STRUCTURAL WD. SHEATHING -SEE UL DESIGN U425 ELEVATION. GA FILE No. WP 1052, STC 50 54 ` STRUCTURAL DRAWINGS FOR EXTENT- 19 NOTE: CARRY SHEATHING TO NEAREST w 0 x AD21 INSIDE OR OUTSIDE CORNER FOR FLUSH FINISH o 1 1-HR RATED MTL. FRAMED WALL 7 1-HR RATED MTL. FRAMED WALL 3 I= -HOUR EXTERIOR WALL 2 1-HOUR EXTERIOR WALL ri 0 of x ASSEMBLY AD 23 x ASSEMBLY AD 23 x w0 Z 0 U) W � I-__ EXTERIOR SIDE EXTERIOR SIDE 0 x W w Q 71— FIRE BLOCK @ EXPOSED WEEP W J � z Q W x SET SILL PLATES ON (3) X SCREED AREA ALSO SERVES U_ CONT. BEADS OF SEALANT AS LATH BLOCKING REQUIRED �w --------------- ----------------------- — — — — — — — — — — — — — — — — — 20 IN CBC AD-21 < ------------------ rr Now T O CONIC T O CONIC — — — — — — ` Q i i i EXTERIOR CLADDING EXTERIOR CEMENT PLA TER 0/ a 1 i x Q 9 I 4 l i a 9 1 x TYPICAL AT WOOD TO 0/ WATER RESISTIVE BARRIER METAL LATH 0/ WATER RESISTIVE BARRIER a 1 1 a 1 i CONCRETE TRANSITION a5l 1ONE INTERIOR SIDE TWO LAYERS OF 5/8" TYPE'X' INTERIOR SIDEa LAYER OF 5/8" TYPE'X' EXTERIOR Q a L�7 a a L_7 EXTERIOR GYPSUM SHEATHING GYPSUM SHEATHING No. 16 GAUGE STEEL No. 16 GAUGE STEEL NOTES-. STUDS 24" O.C. MAX. STUDS 16" O.C. MAX. x 1. ACOUSTICAL SEALANT IS REQUIRED AT ALL TWO LAYERS OF 5/8" TYPE'X' TWO LAYERS OF 5/8" TYPE'X' INTERSECTIONS, INCLUDING WALLS AND GYPSUM BOARD GYPSUM BOARD PENETRATIONS. 3-1/2" GLASS FIBER 3-1/2" GLASS FIBER 2. FACE LAYER OF GYPSUM BOARD TO BE HELD INSULATION INSULATION BACK 4" AT ALL INTERSECTING SURFACES AND CAULKED AIRTIGHT WITH ACOUSTICAL SEALANT. ASSEMBLY COMPLIES WITH: ASSEMBLY COMPLIES WITH: NOTE: SUBSTITUTE 8" EXTERIOR GA FILE No. WP 1522 STC 55 GA FILE No. WP 1522 STC 55 PLASTER IN LIEU OF ONE LAYER OF NOTE: NOT ALL FLOOR LEVELS SHOWN- UL DESIGN U425 UL DESIGN U425 e $' TYPE'X' GYPSUM BOARD NOTE: MULTIPLE FLOORS OCCUR OWENS CORNING NOISE OWENS CORNING NOISE SEE DETAIL 4/ FOR INFORMATION NOT SHOWN CONTROL GUIDE STC - 58 CONTROL GUIDE STC - 58 2-HOUR EXTERIOR BEARING WALL 20 1-HOUR EXTERIOR NON -BEARING WALL 16 RATED WALL INTERSECTIONS 12 2-HR RATED MTL. FRAMED WALL 8 2-HR RATED MTL. FRAMED WALL 4 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 S 4199 CAMPUS DRIVE RV I N E, CA 92612 PHONE NO. (714) 342-2502 T_ C) N u w LO T_ u7 06 LO 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. G��SED ARCI y � No. C29795 RENEWAL DATE 31, 2023 >AIGIIT OF CAL\ License Stamp FIRE -RATED EXTERIOR WALL DETAILS AD-24 Z Q J 0— co Ir—n 0. U_ N N 1 w COPYRIGHT U NO OPENING IN THE ROOF WITHIN CL FIRE WALL NO OPENING IN THE ROOF WITHIN STRUCTURAL PANEL 4 FEET OF THE FIREWALL 4 FEET OF THE FIREWALL WHERE OCCURS � LINE OF SOFFIT ABOVE FIRE -RETARDANT -TREATED ROOF SHEATHING FOR 4 FEET OF THE FIREWALL FIRE ALL WIDTH FIRE -RETARDANT -TREATED ROOF SHEATHING FOR 4 FEET OF THE ON BOTH SIDES OF THE WALL � FIREWALL ON BOTH SIDES OF THE WALL O 3 HOUR FIRE RATED WALL O - 2-1/2" METAL C-H STUDS, 25 GAGE WITH 1"X24" PROPRIETARY ZEZ GYPSUM LINER BOARD INSTALLED INTO C-H STUDS METAL STUD FRAMING. INSTALL 0/ GYPSUM WALLBOARD. THREE 3 LAYERS %" THICK PROPRIETARY TYPE X GYPSUM ) BOARD ON OPPOSITE SIDE AAAA/V /VW T C4 O PROPRIETARY GYPSUM BOARD: RATED INTERIORRID R CO0 0 8" SHEETROCK FIRECODE C GYPSUM PANELS WALL PER DETAIL 1" SHEETROCK GYPSUM LINER PANELS J a � ' o 6H6M6 2 O MX6 O NON -RATED WALL / 3-HOUR RATED DOOR, INSTALL PER z YE ONE LAYER Y8" TYPE "X" GYPSUM BOARD ON 2X4 MANUFACTURERS INSTRUCTIONS. Cam' WOOD STUDS ON SILL PLATE BATT INSULATION IN WALL CAVITY _7 ALUMINUM BREAKAWAY DOOR SWING CLIPS ON BOTH SIDES OF THE WALL FILL OVERFRAMING ATTIC INSULATION PER ENERGY REPORT. PROVIDE FIREBLOCKING 1 SEALANT AT DRYWALL AND JAMB. / DOOR HEAD CAVITY WITH INSULATION ASSEMBLY COMPLIES WITH: IN WALL CAVITIES GA FILE No. WP 7453 UL DESIGN U415 - SYSTEM G RATED ROOF / CEILING I ASSEMBLY � FIREBLOCKING IN WALL CAVITY 4 FEET MINIMUM EXTENT OF FIRE -RETARDANT TREATED PLYWOOD @ FLR/CLG ASSEMBLIES ON 3-HR RATED FIRE WALL 1 PER CBC SECTION 718. EACH SIDE OF FIREWALL. TYP. I— BASEBOARD AS UNIT UNIT SCHEDULED FIRE -RETARDANT TREATED SHEATHING TYPICAL RATED MAINTAIN CLEARANCE FLOOR/CEILING BETWEEN BASEBOARD / 9 FIRE RETARDANT AND FINISH FLOOR CAULK Hl 3-HOUR RATED FIRE TREATED GAP WITH ACOUSTICAL SEALANT WALL PER DETAIL / ° SHEATHING RATED INTERIOR CORRIDOR WALL PER ° FINISH FLOOR x xxx / DETAIL -PERIMETER ISOLATION MATERIAL (CLOSED CELL FOAM, 1/4" MIN.) 7APPROVED 1 HOUR o / ACOUSTICAL SEALANT U.L. FIRE RESISTIVE ALUMINUM BREAKAWAY JOINT SYSTEM REQUIRED AT CLIPS BOTH SIDES OF /I INSTALL MAGNETIC DOOR HOLD OPEN WALL k DEVICE ON SHIM AS NECESSARY FOR El yy DOOR FACE TO FLUSH W/ WALL FINISH 2X WOOD STUDS AS SHOWN. TYP. BREAKAWAY CLIPS TYP. HOLD CEILING GYPSUM ONE HOUR EXT. LINE OF SOFFIT ABOVE BOARD BACK 1/4", CAULK WALL ASSEMBLY AIRTIGHT WITH 1-HOUR C* PER DETAIL FIRE RATED ACOUSTICAL 2/AD-22 SEALANT PRIOR TO TAPE SHEAR PANEL AS 3 HOUR FIRE RATED SHAFT WALL SYSTEM, TYPICAL UNIT AND MUD OCCURS SEE STRL. NON RATED FURRED WALL, FIRE -RATED SEALANT RATED FIRE WALL TYPICAL AT PENETRATION TYP. 3 HR. FIRE BATT ° RATED FLOOR/CEILING WALL ASSEMBLY PER DETAIL INSULATION 3-HR RATED DOOR AT FIRE WALL 18 3-HR RATED F.W. @ FLR/CLNG 6 3-HR F.W. @ EXT. WALL 2 FRAMING PARALLEL FRAMING PERPENDICULAR TYPICAL RATED CORRIDOR EXTERIOR FLOOR /CEILING PER DETAIL 3-HOUR RATED FIRE WALL~✓ SHEAR PANEL WHERE XHI OCCURS z J INTERIOR WALL NO RIGID CONNECTION BETWEEN STUD WALLS a FIRE -RETARDANT TREATED SHEATHING RATED INTERIOR CORRIDOR WALL PER DETAIL r '//V U UNIT UNIT UNIT LAYER OF GYP. BOARD CONTINUOUS TO UNDERSIDE OF FLOOR SET SILL PLATES ON (3) HOLD GYP. BD. %" AWAY FROM SHEATHING CONT. BEADS OF SEALANT ADJACENT GYP. BD. AND WOOD FRAMING. 25 GA. GALV. STL. TRACK, ° ° ° LU TOP & BOTTOM a ° a ° ° °� a ° ° ° ° a ° ° a ° 3 HOUR FIRE WALL 3-HOUR RATED DOOR & FRAME, ° ° a ° 4 UNIT ASSEMBLY PER DETAIL INSTALL PER MANUFACTURERS DOOR IN OPEN a INSTRUCTIONS. POSITION, BEYOND ° a ° ° ° a Z' ' - ° ° < 3 HR. FIRE 1 SEE DETAIL # 2 FOR BATT INSULATION WALL ASSEMBLY PER DETAIL INFORMATION NOT SHOWN 3-HR RATED DOOR HEAD 19 3-HR RATED FIRE WALL SECTION 11 3-HR F.W. @ EXT. WALL 7 3-HR F.W. @ I NT. WALL 3 7Tx MOISTURE RESISTANT NON -PAPER 3-HOUR RATED FIRE BACKED GYPSUM BOARD WALL PER DETAIL 2X BLOCKING 3-HOUR STEEL DOUBLE RESILIENT CAULK 3-HOUR RATED FIRE EGRESS JAMB WALL PER DETAIL UNIT FIBERGLASS TUB KD 25 GA. GALV. STL. TRACK FILL VOID WITH INSULATION KD / FULL HEIGHT z ( a a a / SEMI -CONCEALED HINGE Q a a o / Q i v v EDGE OF SLAZB a DOOR SWING a a<1 a a ��- a a LINE OF SOFFIT ABOVE 77 4 a a 3-HOUR METAL DOOR STAIR / MECHANICAL 777777 SHAFT SEE DETAIL # 1 FOR INFORMATION NOT SHOWN RATED FLOOR / CEILING 3-HR RATED DOORJAMB 24 3-HR RATED DOORJAMB 20 16 12 3-HR F.W. @SHAFT g 3-HR FIRE WALL @TUB 4 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF T_ 0 N Q U Q z Q Q z Q C) F_ w w C) w L0 06 T_ 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 �F CAS\ License Stamp 3-HR RATED FIRE WALL DETAILS AD-25 C) CV 1 Ir— C) 00 0 COPYRIGHT U I I I I I I I I I I I I I I I I I I I I I I 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 I I I I I I I I I I I I 5TH FLOOR — 21 — 17 — 13 II I ° ° d I I I I I I ---------------- ---------------- I I I I I I I ONG X 22 GAUGE CLIP _ 1 6" O.C. I I I I I I I I I I Ili I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4TH FLOOR I I I I I I I I I I ° I ° d I I — 22 — 18 — 14 — 2 I ---------_ —GREASE DUCT I � I I / I fir/ I I I I I I I I NON -RATED WALL- (1) LAYER 5/8" TYPE X' GYP. BD. ON WOOD STUDS. BATT INSULATION IN WALL CAVITY I I I I I I I I I I Ill I I I I I I I I 3-HR SHAFT LINER 5 I I _ I I I I I I I I 3-HR SHAFT 3RD FLOOR I I I I I I _LL_ d° 44� I° I° ° I I I I° ° d Ia IIa II° I� ° d 4 d ° d CJJ LLB ° d ° °d d °° a °° — 23 — 19 — 15 — 3 a° �� d° a I I I I I I I I - - - - - - - -�� ■I - - - - - - - - - - - - - - I J FUTURE GREASE DUCT WITH 3M ■I I I 1-HOUR FIRE WRAP I■I I I I I■I I I I I ■II _______I__ _- _---_ - 2-HOUR ENCLOSURE IN SHELL I■I I � - - I ■I I■rJ n n n n j j j j j CONSTRUCTION PER DETAIL 5 I■I I I ---- i ■I I I I■I ■I I I I■I ■ ■i i I ■ 1, (3) 5/8" USG SHEETROCK BRAND FIRECODE C PANELS, FACE LAYER ■i i■I ■i i�i JOINTS FINISHED 2. 2-1/2" USG C-H STUDS 25 GAUGE 24" O,C. ■,� �I�I FUTURE OPENING IN 2-HOUR RATED SHAFT ENCLOSURE 3, 1" USG SHEETROCK BRAND GYPSUM LINER PANELS i 3 LAYERS 5/8" USG SHEETROCK FUTURE 3M 2-HOUR FIRE WRAP TO BRAND FIRECODE C PANELS, L------------- PROTECT FUTURE KITCHEN HOOD THE USE OF SMOKE / FIRE DAMPER IS NOT ALLOWED FOR A RESTAURANT GREASE SHAFT DUE TO GREASE BUILD-UP. IN 2-1/2" USG C-H STUDS 25 ORDER TO MITIGATE THIS, A 1-HOUR DROPPED CEILING WILL GAUGE 24" O,C. TERMINATE THE SHAFT AT THE UNDER SIDE OF PODIUM. WHEN THE DUCT IS INSTALLED BY THE TENANT IMPROVMENT, THE ENTIRE LENGTH OF DUCT ALL THE WAY TO THE ROOF SHALL BE WRAPPED WITH 3M FIRE WRAP 2-STORY RETAIL SPACE loop SHAFT 1" LLSG SHEETROCK BRAND GYPSUM LINER ° PANELS ° d d LISTING RATING. GA FILE NO. 7400 or 3-HR. UL DESIGN U415, SYSTEM G — 24 — 20 — 16 3—HOUR FIRE BARRIER SHAFT AT GREASE DUCT 8 3—HOUR SHAFT LINER 4 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 S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 w 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 ARC111T No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA_\ License Stamp 3-HOUR FIRE BARRIER AT GREASE SHAFT DETAILS AD-26 Z ^J 1r n V / LL N C) CV 1 Ir— C) 00 C) COPYRIGHT U AIR SPACE PER PLAN Q J J W �Q 0 LL:(D •CC -e,0 JOINT ASSEMBLY PER PLAN ROOFING PER ROOF PLAN (TYP.) CRICKET FRAMING TYPICAL ROOF / CEILING NOTE: 1. NOT ALL FLOOR LEVELS SHOWN. REFER TO BUILDING AND WALL SECTIONS FOR ADDITIONAL INFORMATION. MULTIPLE FLOOR LEVELS OCCUR. 2. NOTES INDICATED OCCUR AT ALL LIKE LOCATIONS ON ALL FLOORS. TILT -UP WALL ASSEMBLY PER PLAN. FRAMED WALL IS PRE -BOARDED AND TILTED INTO PLACE. SET ABUTTING GYPSUM WALLBOARD EDGES ON BLIND SIDE IN CONTINUOUS BED OF APPROVED FIRE RESISTANT JOINT SYSTEM CAULKING SEISMIC JOINT AIRSPACE PER PLAN GARAGE WALL - CMU OR CAST -IN -PLACE CONCRETE PER PLAN TYPICAL CORRIDOR FLOOR / CEILING TE: AIMED WALL ADJACENT TO GARAGE WALL DOES T PROVIDE THE BUILDING WITH A :ATHER-RESISTANT EXTERIOR WALL ENVELOPE R CBC SECTION 1403.2, THEREFORE, WALL IS AN 'ERIOR BEARING WALL SOFFIT CONCRETE SLAB ON GRADE PER STRL 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 EI7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF i r C) N Q U Q z Q Q z v!''Q^ I- LLI LNLI 0d U) F_ ICT LLI LO r L0 W r 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,yJl * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp TILT -UP WALL AT GARAGE Z Q J `n 1r n ILL VM! N N O N 1 O 00 0 TILT -UP WALL AT CORRIDOR ADJACENT TO GARAGE 0 AD-27 � STL. BEAM & COLUMN EER PLAN, FACE OF STUD WALL PER PLAN PLYWOOD, WHERE REQ'D PER STRUCTURAL �I 1-HR OR 2-HR EXTERIOR WALL PER PLAN l 1 - 2X BLOCKING TO MAINTAIN 2-HOUR RATING AT g 1 HR FLOOR/ CEILING ASSEMBLY I DECK -TO -WALL TRANSITION, WHERE OCCURS AD-21 AD-21 � DEPRESSED LEVEL FRAMING W/ 2X CRICKETING TO 1 HR FLOOR/ ACHIEVE SLOPE. CEILING ASSEMBLY c TO SHEATHING o TO STEEL AT 4TH FLR AMENITY I (� (FITNESS ONLY) TPL 6x WOOD NAILER AT INTERIOR & 2X NAILER AT DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) STEEL BEAM - INDIVIDUALLY WRAPPED CANTILEVERED BEAM BEYOND (HATCHED) INDIVIDUALLY WRAPPED STEEL BEAM EXTERIOR WALL AND INTERIOR STL. BEAM & COLUMN 1 AD�1 1 HR FLOOR/ CEILING ASSEMBLY -21 TO SHEATHING 0 TO STEEL AT 4TH FLR AMENITY, (ONLY) STEEL BEAM @EXTERIOR WALL AND INTERIOR R DECK N z REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE SPACE (FITNESS) - 2HR 17 FACE OF STUD WALL PER PLAN PLYWOOD, WHERE REQ'D PER STRUCTURAL 1-HR OR 2-HR EXTERIOR WALL PER PLAN 2X BLOCKING TO MAINTAIN 2-HOUR RATING AT 1 HR FLOOR/ CEILING ASSEMBLY CANTILEVERED BEAM BEYOND (HATCHED) INDIVIDUALLY WRAPPED REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE SPACE - 2HR NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY GRABBER CLIPS BY JOHN WAGNER & ASSOCIATES, INC., W/ NO.28 MSG GALV. STEEL SUPPORT ANGLE W/ 1-1/4" LEGS PLACED OVER CLIPS AND CONTINUOUS THE LENGTH OF COLUMN. STEEL TUBE COLUMN, PER STRUCTURAL 5/8" TYPE X GYP. BOARD NO.28 MSG GALV. STEEL CORNER BEAD W/ 1%" LEGS BEAM WITHIN ASSEMBLY Tu�T I I I � I I I I o U � _ co w o =Q V= DROP BEAM ALTERNATE DETAIL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC 14 WOOD FRAMING PER STRUCTURAL 1-HR RATED FLOOR CEILING ASSEMBLY TO SHEATHING J J 3X NAILER @ LEVEL 3 J J 6X NAILER @ LEVEL 4 TO STEEL GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. BEAM PER STRUCTURAL 2 LAYERS 5/8" TYPE C GYP. BOARD - 1ST LAYER FASTENED W/ 1-1/4" LONG, 0.15 0 SCREWS SPACED 16" OC. 2ND LAYER ATTACHED W/ 1-3/4" LONG, 0.15 0 SCREWS SPACED 8" OC. NO. 20 MSG GALV. STEEL ANGLE W/ 1-1/4" LEGS GRABBER CLIPS, BY JOHN WAGNER & ASSOCIATES, INC., @ 24" O.C. DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) REQUIRED: 1-HOUR ASSEMBLY PER UL DESIGN NO. L524 PROVIDED: 1-HOUR ASSEMBLY PER 2-HOUR ASSEMBLY - ANSI/UL 263 UL DESIGN NO. X528 UL DESIGN NO. N501 REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY FASTENING REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE TECHNIQUES WITH UL ASSEMBLY INFORMATION NOT SHOWN HERE 2x4 STUDS @ 16" O.C. WHERE OCCURS BEAM - SEE STRUCT. DWG'S. 2X JOIST, PER STRUCT. DWG'S. INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8" TYPE "X" GYP. BD. & FIRE TAPED 1-HR. DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) FIRE SEALANT (2) LAYERS 5/8" TYPE "X" GYP. BD. CEILING 0/ RESILIENT CHANNELS @ 16" O.C. @ GARAGE WALL/POST WHERE OCCURS 2x JOIST, PER STRUCT. DWG'S. INSULATION MAY OCCUR INDIVIDUALLY WRAPPED BEAM W/ (2) LAYERS 5/8" THK. TYPE "X" GYP. BD. & FIRE TAPED 1-HR. DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) NOTE: INDIVIDUALLY PROTECT BM. @ LOCATIONS WHERE BM. IS SUPPORTING MORE THAN (2) FLOORS OR (1) FLR. & A ROOF, PER CBC 704. 110 - WOOD FRAMING PER STRUCTURAL 1-HR RATED FLOOR 1 CEILING ASSEMBLY AD 21 TO SHEATHING J v J 3X NAILER @ LEVEL 3 6X NAILER @ LEVEL 4 TO STEEL BEAM PER STRUCTURAL 2 LAYERS 1/2" PROPRIETARY TYPE X GYP. BOARD 24 GA. 7/8" X 1-3/8" STEEL ANGLE SCREW ATTACHED TO STEEL JOISTS AT BEAM TOP FLANGE AND 25 GA. 2-1/2" STEEL RUNNERS HOOKED OVER BEAM LOWER FLANGE AND SUPPORTING 1-5/8", 18MIL (25 GA.) STEEL STUDS 24" O.C. DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) 1-HOUR ASSEMBLY PER UL DESIGN NO. L524 REFER TO STRUCTURAL FOR INFORMATION NOT SHOWN HERE 23 1 HR STEEL WIDE FLANGE COLUMN 1191 1 HR STEEL BEAM PROTECTION 11 DER 5/8" TYPE'X' GYP. BD. ELLS HERS 1/2" TYPE'X' GYP. BD. ROUND COLUMN . TUBE COLUMN PER BTU RAL MSG GALV STEEL COVER NOTE: CONTRACTOR TO VERIFY FASTENING TECHNIQUES WITH UL ASSEMBLY 1 HR STEEL TUBE COLUMN 2x WALL FRAM'G. CONTINUE 2ND LAYER OF GYP. TO INSIDE CORNER OF ROOM (2) LAYERS 1/2" TYPE 'X' GYP. BD. STEEL TUBE COLUMN PER STRUCTURAL NO. 24 MSG GALV STEEL COVER (1) LAYER 5/8" TYPE 'X' GYP. BD. 0/ (1) LAYER 1/2" TYPE'X' GYP. BD. 2x WALL FRAM'G. 2 -HOUR RATED WALL 5 AD-22 STEEL TUBE COLUMN PER STRUCTURAL NO. 24 MSG GALV STEEL COVER (3) LAYERS 1/2" TYPE'X' GYP. BD. WOOD FRAMING PER STRUCTURAL 2-HR RATED FLOOR 3 CEILING ASSEMBLY AD 21 TO SHEATHING J v J 3X NAILER @ LEVEL 3 J > 6X NAILER @ LEVEL 4 1 1-HOUR FIRE RESISTIVE RATED FLOOR/CEILING PER DETAIL AD 21 li lil 11 II it _-- 11 \ m to LO N Cfl a ------------------- 6� 5i FLUSH BEAM ENCASEMENT DROP BEAM ENCASEMENT 1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL JOISTS AT PARALLEL ORIENTATION WALL PER PLAN (WHERE OCCURS) WHERE BEAM IS FLUSH TO BOTTOM OF FLOOR OR ROOF SHEATHING, THE SHEATHING CREATES THE UPPER MEMBRANE OF PROTECTION ENCASEMENT, AND IS ALLOWED A REDUCED FIRE RESISTANCE RATING OF 15 MINUTES PER C.B.C. SECTION 722.6.2(5) JOISTS AT PERPENDICULAR ORIENTATION BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD PROTECTION ENCASEMENT ON ALL EXPOSED SIDES DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN PLACE) TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) CUMULATIVE TIME ASSIGNMENT OF BEAM ENCASEMENT PROTECTION JOISTS AT PARALLEL ORIENTATION WALL PER PLAN (WHERE OCCURS) END BLOCKING OF JOISTS AT PERPENDICULAR ORIENTATION PROTECTION ENCASEMENT ON ALL EXPOSED SIDES, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS. ACCEPTABLE TO INTERRUPT PROTECTION ENCASEMENT AT INTERSECTING WOOD FRAME MEMBERS ABOVE BEAM. WOOD MEMBERS TO PROVIDE MIN. 15 MINUTE FIRE RESISTANCE PER C.B.C. SECTION 722.6.2(5) AND TABLE 722.6.2(1) BASE LAYER: ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD FACE LAYER: ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD BEAM (WOOD OR STEEL) PER STRUCTURAL DRAWINGS AD 22 ADD ONE (1) LAYER 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF DETAILED WALL TYPE PER PLAN MAXIMUM 3-1/2" WOOD OR STEEL) COLUMN WHERE OCCURS PER STRUCTURAL D AWINGS TWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN EXPOSED TO WALL CAVITY TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) o0 N m CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION AT WALL FACE SIDES OF COLUMN TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2) o L CUMULATIVE CALCULATED FIRE RESISTANCE RATING OF WALL N ? PER C.B.C. SECTION 722.6 o to to 4 40 4 40 N o TIME ASSIGNED TO WALLBOARD MEMBRANES (C.B.C. TABLE 722.6.2(1) (TYP.) 0 POV CUMULATIVE TIME ASSIGNMENT OF COLUMN ENCASEMENT PROTECTION AT COLUMN FACES EXPOSED TO WALL CAVITY ��2O TIME ASSIGNED TO CONTRIBUTION OF WOOD FRAME (C.B.C. TABLE 722.6.2(2) 2-1/2 HOURS 3 HOURS k 2-1/2 HOURS EXTENTS OF SEPARATE WALL ASSEMBLIES WITH CUMULATIVE CALCULATED � FIRE RESISTANCE RATING OF WALL PER C.B.C. SECTION 722.6 NOTES: 1. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, PROVIDE ENCASEMENT 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 ADDITIONAL GYPSUM WALLBOARD IS ADDED TO WALL. SEE PLANS. COLUMN PROTECTION OPTION "A" 1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL AD 22 GYPSUM WALLBOARD MEMBRANE OF 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN (WOOD OR STEEL) BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL THREE (3) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF COLUMN EXPOSED TO WALL CAVITY I ��r � o 25i�125 25 _. ? 25 N rn 20 1 HOUR 12.83 HOURS 1 HOUR NOTES: 1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION. 2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, SUBSTITUTE 2x6 STUDS IN LIEU OF 2x4 STUDS TO PROVIDE ADEQUATE DIMENSION FOR TWO (2) LAYERS 1/2" TYPE "X" GYPSUM WALLBOARD ENCASEMENT AROUND 44 COLUMN, BETWEEN COLUMN AND CAVITY FACE OF 1-HOUR FIRE RESISTIVE RATED WALL GYPSUM WALLBOARD MEMBRANE. 3. CONFIRM MINIMUM CLEARANCE REQUIRED FOR ACCESSIBILITY, FIXTURE, EQUIPMENT AND FINISHES ARE MAINTAINED DUE TO INCREASE IN THICKNESS OF 2x6 STUD WALL. SEE PLANS. COLUMN PROTECTION OPTION "B" 1 1-HOUR FIRE RESISTIVE RATED WALL PER DETAIL AD 22 COAT ALL AND ENTIRE FACES OF COLUMN WITH INTUMESCENT COATING PER COATING MFGR'S REQUIREMENTS cD z Q 0 U H- zLU z z2�U N J W %�0LU [7 z w U_ O z I j + 16N o o w tY U0p zFnU_ to N TO STEEL 25 20 25 GRABBER CLIPS, BY JOHN WAGNER 1.83 & ASSOCIATES, INC., @ 24" O.C. 1 HOUR HOURS 1 HOUR BEAM PER STRUCTURAL INCLUDE 20 MIN. 2 LAYERS 5/8" TYPE C GYP. BOARD : SIDE OF COLUMN FOR INTUMESCENT COATING 1ST LAYER FASTENED W/ 1-1/4" LONG, 0.15 0 SCREWS SPACED 16" OC. NOTES: 2ND LAYER ATTACHED W/ 1-3/4" 1. SEE OPTION "A" ABOVE FOR TYPICAL NOTES, DIMENSIONS, SIMILAR CONDITIONS AND ADDITIONAL INFORMATION. LONG, 0.15 0 SCREWS SPACED 8" 2. WHERE COLUMN REQUIRING INDIVIDUAL ENCASEMENT PER C.B.C. SECTION 704.3 OCCURS WITHIN A 2x4 STUD WALL TYPE PER PLAN, COAT 44 COLUMN OC. WITH INTUMESCENT COATING TO PROVIDE A MINIMUM 20 MINUTES FIRE RESISTIVE RATED PROTECTION. PROVIDE ONE (1) LAYER 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF 44 COLUMN FACE EXPOSED TO CAVITY OF WALL. 3. INTUMESCENT COATING: 40 MILS (MIN.) ALBI CLAD "FP" NO. 20 MSG GALV. STEEL ANGLE W/ TEST DATA: WESTERN FIRE CENTER, INC. WFCi PN# 04042A 1-1/4" LEGS FIRE RESISTANCE RATING: 60 MINUTES (FOR PURPOSES OF THIS DETAIL, ONLY 20 MINUTES OF FIRE RESISTANCE VALUE IS CONSIDERED) GRABBER CLIPS, BY JOHN WAGNER &ASSOCIATES, INC.,@24"o.c. COLUMN PROTECTION OPTION "C" DHUTF TOP -MOUNT HANGER (INSTALL AFTER DRYWALL IS IN GENERAL NOTES: PLACE) 1. PER C.B.C. SECTION 704, STRUCTURAL MEMBERS AND ASSEMBLIES ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING NOT LESS THAN THE RATINGS SUPPORTED BY THE STRUCTURAL MEMBERS. 2. THE DETAILS AND CONDITIONS ILLUSTRATED ABOVE PROVIDE OPTIONS FOR MINIMUM 1-HOUR FIRE RESISTANCE RATED PROTECTION OF STRUCTURAL MEMBERS. 2-HOUR ASSEMBLY - UL DESIGN NO. N501 3. GENERAL CONTRACTOR TO IDENTIFY STRUCTURAL MEMBERS REQUIRING FIRE RESISTANCE RATED PROTECTION AND EITHER SELECT AN OPTION FROM ABOVE, OR SUBMIT ALTERNATIVE DETAILS FOR ARCHITECT'S REVIEW, TO PROVIDE REQUIRED PROTECTION. ALTERNATE DETAIL 2 HOUR ASSEMBLY GRABBER CLIPS, BY JOHN 4. WHERE PROTECTION OF STRUCTURAL MEMBER REQUIRES INCREASING DIMENSION OF FINISH WALL ASSEMBLY FROM THAT DESCRIBED ELSEWHERE, 1-HOUR ASSEMBLY PER U.L. GENERAL CONTRACTOR TO CONFIRM REDUCED ROOM SIZE ACCOMMODATES ALL FIXTURES AND FINISHES AND PROVIDES ALL REQUIRED ACCESSIBILITY GA FILE NO. CM 2801 WAGNER & ASSOCIATES, INC CLEARANCES AS SHOWN ON PLANS. NOTIFY ARCHITECT IMMEDIATELY IF FINISH ROOM DIMENSIONS ARE MODIFIED. DESIGN NO. X526 U.L. DESIGN NO. X526 5. FIRE RESISTANCE RATINGS OF ENCASEMENT PROTECTION ILLUSTRATED ABOVE ARE DETERMINED BY CALCULATIONS IN ACCORDANCE WITH C.B.C. REFER TO STRUCTURAL FOR SECTION 722 (C.B.C. SECTION 703.3, PROCEDURE #3. REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY REFER TO STRUCTURAL FOR NOTE: CONTRACTOR TO VERIFY FASTENING INFORMATION NOT SHOWN HERE 6. DETAILS ILLUSTRATE WOOD STRUCTURAL COLUMNS AND BEAMS. WHERE STEEL STRUCTURAL COLUMNS AND BEAMS OCCUR, USE SAME PROTECTION INFORMATION NOT SHOWN HERE FASTENING TECHNIQUES WITH UL INFORMATION NOT SHOWN HERE TECHNIQUES WITH UL ASSEMBLY REQUIREMENTS UNLESS NOTED OTHERWISE IN DRAWINGS ASSEMBLY 120 2 HR STEEL TUBE COLUMN 116 2 HR STEEL BEAM PROTECTION 12 R �� OUS FIRE RESISTANCE PROTECTION � IONni �onnnE: oo �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 E D OAK. INVLS'1'MHN'1'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N Q U Q z Q Q z Q w w T_ L0 06 LO No. Date Description CH G W r� 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 with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. ARCy/T ILL G��SED N No. C29795 RENEWAL DATE AUGUST 31, 2023 1 of License Stamp o FIRE -RATED PRIMARY STRUCTURAL FRAME DETAILS BUILDING # AD-28 COPYRIGHT n 12" RESERVED PARKING CHAIN SUPPORT LOW -EMITTING (NOTE NT TO MATCH CAUTION YELLOW S@YELLOW AND FUEL GARAGE. 45 DEGREE ANGLE, 2" WIDE BLACK STRIPES EFFICIENT OVER YELLOW BACKGROUND. PVC END CAP. LIQUID WELD TO PIPE. EQ. EQ. CHAIN SPACING EQ. VEHICLES 101-01, I ONLY ±1 1/2" HIGH X 3/8" WIDE BLACK TEXT I FIELD VERIFY LEAST DIM. PRIOR TO TEXT FABRICATION. I O Z :�E 0 � M F- 3„ 2„ Z� /_ NOTE: OCD�EU2 m in z � (D I­—Dfw -DARK LETTERS ON A LIGHT BACKGROUND L— Z O F_ _ =)U In O 0 CLEARANCE BAR WITH TEXT TO READ: "HEAD CLEARANCE 8'-2" MAX. BEYOND" ***FOR EV SPACES, SIGN SHALL READ "FOR OR ELECTRIC VEHICLES ONLY "HEAD CLEARANCE T-0" MAX. BEYOND" -121 117 113 VEHICLE PARKING SIGN 19 VEHICULAR HEADROOM CLEARANCE BAR 1 q POST MOUND CONCRETE @ TOP OF ALL MEMBERS TO BE &X3"XT" T THK. STEEL PLATE -BEND BOLLARD STL. ANGLES -CONNECTIONS TO FORM GUARD T RADIUS CORNERS TYP. WELDED CONCRETE FILLED 4" DIA. STEEL BLUE BACKGROUND UNAUTHORIZED VEHICLES a PIPE -PAINT PARKED IN DESIGNATED ° ° HANDICAP SPACES NOT O DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES a 1" HIGH WHITE LETTERING ISSUED FOR PHYSICALLY HANDICAPPED PERSONS WILL a BE TOWED AWAY AT OWNER'S EXPENSE _ PIPE u _ Q0 P�-\)S - CD ° CONTRACTOR TO OBTAIN INFO. TOWED VEHICLES MAY BE CV r CV PRIOR TO FABRICATION AND RECLAIMED AT INSTALLATION (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER) NOTE z )� m ILL a SIGN FOOTING SHALL BE 19' O DIA X 24" DEEP CONCRETE b c�D Q ° ° r WELD PLATE ATTACH TO FLOOR WITH & X& X�' STL ANGLE CLIPS W/ ° NOTE; ' DIA. BOLTS -SEE STRL ATTACH TO WALL W/ �' DIA. ° ° LOCATE SIGN FOOTINGS 12" BELOW EARTH OR 6 BELOW LIMITATIONS FOR BOLTS- (2) EA SIDE a ` HARDSCAPE, EMBEDMENT ON STRL ° PLANS ° 2" SQ. GALV. STL TUBE -SET IN NOTE; ° 12" DIA X 19' DEEP CONIC. FTG. 1. ALL MEMBERS TO BE HOT DIPPED GALVANIZED ° d ° d ° 2. POSITION SHIELD SO THERE IS A MINIMUM a ° OF 2" CLEARANCE BETWEEN PIPE & SHIELD AT ALL LOCATIONS - 122 - 18 - 14 TOW AWAY WARNING SIGN 110 PIPE GUARDS 6 PIPE BOLLARD 12_ NOTE: METALIZE, PRIME, AND PAINT ALL METAL E7 °d a ° a COMPONENTS 2" 5" 21) P ° ° E ° — CONC. SLAB ° I Z I STONE TILE L ° ° ° CONTRACTOR TO SELECT (1) ATTACHMENT DETAIL & USE THROUGHOUT THE PROJECT. THE BOND COAT 1 1/2" FL. TRACK -WIDTH AND CONCRETE WHEEL STOP 8" X 8" X 3/8" EMBED STL. PLATE Q I UNSELECTED OPTION WILL NOT BE USED. THIN SET BED GAUGE TO MATCH STUDS U.N.O. SPLICE PER @ 8'-0" O.C. MAX. I CONCRETE SLAB 4 3/8" THK. MIN. X WIDTH OF POST E _ _ _ _ _ STL. PLATE ON (2) SIDES OF a d d _ POST - WELD TO EMBED PLATE ° 2'SLAB ° ° a 7 7 1/2" MACHINE BOLT DEPRESSION ° / #10 S.M.S. EA. SIDE @ EA. STUD a I a CV ° -TYP. ° v Q RAIL PER PANEL ELEVATIO °d 4 ° 4 ° ° ° ° a ° MINERAL WOOL STL. POST PER PLAN ° Q NOTE: INSTALL PER TILE COUNCIL OF AMERICA INSTALLATION F116-07 ° DETAIL 8B TOP OF POST GYPSUM SHTG., NUMBER OF 1, I I ° a _ L AT DEPRESSED SLAB CONDITION LAYERS DEPENDENT ON FIRE ° ° — RATING, SEE PLAN a a STONE TILE METAL STUDS ° ° STL. POST PER PLAN WELD ALUM, THRESHOLD BOND COAT a ° a a a TO EMBED PLATE 1/8" THICK RUBBER GASKET ° ° a a REBAR @ MAT SLAB ONLY, THIN SET BED ° a ADHESIVE MOUNT @ SUSPENDED SET BOLTS PRIOR TO POUR 2:1 SLOPE ° L J SLAB 8" X 8" X 3/8" EMBED STL. OR INSTALL W/ STRUCTURAL ^� ° a ° ° PLATE @ 8' 0" O.C. MAX. I EPDXY ANCHORING CEMENT ° a CONCRETE STRUCTURAL SLAB Q a IMBED 3" PLATE IS ECCENTRIC AT Q I a a a CONDITIONS WHERE COLS & WALLS OCCUR I C.M.U. OR C.I.P. MAY OCCUR ° a ° 0-)n 9" NON -DEPRESSED CONC. SLAB WALL FINISH MAY OCCUR Y' MAX. THICKNESS CONCRETE SLAB DETAIL 8A - BASE OF POST I AT NON -DEPRESSED SLAB TILE PLUS SETTING CONDITION BED -123 WELD PLATE 19 RAIL -WALL ATTACHEMENT 115 FLOOR TRANSITIONS 111 FR TRACK CLOSURE 17 WHEEL STOP 13 1.150 49.059 [1246.1] PART O.A. [29.2] 46.759 [1187.7] 28 - EQUAL SPACES STD. STL. GALV. CHAIN POST FITTING 1.150 COMPOSITE 0 0 Cl)4' DIA. (6.35mm) CTSK HOLES SLEEVE [29 2] M (TYP. 20 LOCATIONS) ANCHOR STD. STL. GALV. CHAIN LINK POST 2-3/8" X 11 GAGE GALV. PROVIDE OPENINGS AT TOP TO CHAIN LINK FABRIC ALLOW PIPES AND THE LIKE TO 1 1/2" FL. TRACK -WIDTH AND GAUGE TO MATCH STUDS U.N.O. SPLICE PER j CMU OR CONCRETE WALL ® ® ® ® ® ®® ® ® ® ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® ® ® ®® ® ® ® ® ® ®® ® ® ® ® ® ®® 20 TOTAL �R.PANEL GALV. CHAIN LINK TOP& PASS THROUGH- AS REQUIRED w U Q ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® 4 d BOTTOM RAIL PROVIDE OPENINGS FOR Q a �'®®®®®®®®®®®®®®®®®®®®®®®®®®®®® ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® �\ / d d UTILITIES O 4 6" F-Q A. Q� ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® �� r w ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® DETAIL #10S.M.S.EA.SIDE@EA.STUD a M ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® PANEL INSTALLATION ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® 06 ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® a REBARASREQUIRED RAILTOWALL ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® DETECTABLE ATTACHMENT -USE m rn ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® STANDARDCHAINLINK �z M ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® WARNING MAT FITTINGS Lu Q INri M a®®®®®®®®®®®®®®®®®®®®®®®®®®®® COMPLY WITH GYPSUM SHTG., NUMBER OF p r =� / ®®®®®®®®®®®®®®®®®®®®®®®®®� ®®®®®®®®®®®®®®®®®®®®®®®®®®®®o CBC7 .1. LAYERS DEPENDENT ON FIRE a a in fn a WQ ®®®®®®®®®®®®®®®®®®®®®®®®®®®®® Mew -p RATING, SEE PLAN �, Q Y cy, cD E DETAIL SURFACE APPLIED PANEL - TOP VIEW "' v t �? Q STRUCTURAL COL. j V) OR WALL W w METAL STUDS a J U (� SECTION A -A DETAIL � 4 a FLR LINE - } FLR LINE STD. STL. GALV. CHAIN POST ~ FITTING BOTTOM RAIL CONTINUES PARALLEL TO FLOOR �� .090 DEG POINTS 0°�7000a 79' .045 (1.1)HIGH oaooa000a......oa000 0.058 N 0.071 [ a4. / o00 000 [ . 1 [ ) 4 S 1E 0.480 N� / o ya 4-SIDES I11 ow D0.45 o 611 Q Q a D.�D 0980 PANEL ELEVATION MAX 8'-0" BETWEEN SUPPORTS .00 [1,.2] [zasl o oo.000. o N < CONIC, SLAB SECURITY FENCE @ RAMP NOTE: PRIME & PAINT ALL 1.500 [38.11 0.700 0.900 [22.91 1.150 2.3-2. [17.81 DIA. 609 PL. R0125[R3.21 29521 [58-611 COMPOSITE SLEEVE ANCHOR MTL. COMPONENTS 4-RL IA.(8.35LESmm) CTSKW/ STAINLESS STEEL NAIL SECTION B-B CTHO DETAIL TIP. 20 CATIONS) 4" X 11" (6.35mm X 38.1 mm) - 24 GARAGE SECURITY FENCE 16 DETECTABLE WARNING MAT 12 MTL. TRACK CLOSURE 8 CURB AT TRASH ROOM 4 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 R E I] OAK INVESTMENTS 4199 CAMPUS DRIVE I RV I N E, CA 92612 PHONE NO. (714) 342-2502 r N U z Q Q z Q (n F_ w w U) w T_ LI 06 LO 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. V&D ARC,411 No. C29795 RENEWAL DATE AUGUST 31, 2023 oF C A\- \F License Stamp GARAGE DETAILS AD-31 N C) N w COPYRIGHT c NOTE: CONFIRM ALL INSTALLATION CONIC TOPPING SLAB REQUIREMENTS WITH THE TOP COAT MANUFACTURER. �A P DRAINAGE �I�U� M1 COMPOSITE e ° ° d A O 000 O 00 d a ° ° ° 000�00 0 0 00000 a ° °d 0000 0000000�00000 A u AREA DRAIN 20_ SQUARE CONIC BLOCK OUT VERIFY TH 0000000000 o 0 0 0 0 0 0 DRAIN 000 I. DIA PER PLUMBING N w CLEAN & DRY SLAB a 4 4 ca 4 a Q U TJ a H a ° a U) LAPPED GSM 1" FLASHING n 3 BEDS OF SEALANT 1" APART CONTINUOUS BEAD OF SEALANT AT OVERLAP SEAM WALL EDGE LAP GSM "L" FLASHING PRIME COAT NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. - 121 - 1171 AREA DRAIN - SLAB 113 EXT. WALKWAYS AT CORRIDORS 1 BONDARIZED DOOR PAN / X FLASHING - WITH FULLY SOLDERED SEAMS - SEE AD-52.0 BONDARIZED'L' METAL FLASHING, SEE DETAILS 6 BONDARIZED OUTSIDE CORNER FLASHING - 10 WITH FULLY SOLDERED 10 BONDARIZED INSIDE JOINTS CORNER FLASHING - WITH FULLY SOLDERED JOINTS -122 118 114 SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) 16 TYPICAL FLASHING TRANSITIONS 2 HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH TERMINATION BAR TERMINATION BAR WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE AND TERMINATION BARS AND TERMINATION BARS DRAINAGE/PROTECTION BOARD DRAINAGE/PROTECTION BOARD INTERIOR INTERIOR STRUCTURAL SHEAR EXTERIOR PAVING PER LANDSCAPE OR INTERIOR DRAWINGS HARDROCK TOPPING SLAB CORR. PANEL WHERE INSTALL TERMINATION BAR AT PROTECTION INSTALL TERMINATION BAR AT PROTECTION OCCURS COURSE/MEMBRANE/DETAIL COAT COURSE/MEMBRANE/DETAIL COAT GYPSUM BOARD WATERPROOF SYSTEM DETAIL COAT - WATERPROOF SYSTEM DETAIL COAT - 4" HORIZ, 4" VERT 4" HORIZ, 4" VERT ISOLATE BASEBOARD PREFORMED EXPANSION JOINT PREFORMED EXPANSION JOINT ABOVE FINISH FLOOR d a a a a CONC. TOPPING SLAB ° d 'd ° ° 4 d ° ° 4 HIGH SIDE FF � ° Q w_ ° a Q d ° ° ° d ° d PER PLAN Q a LOW SIDE FF -----a - ° �a ° d d ° a ° a T.S.S. Q - d d d d d° a ° ° Q d ° d d d° 4 d d ° d III _1Ma a STRUCTURAL FOAM _ IIII I II I II 1 11 1 1 1 1 1 1 1 1 1 - 1/4" ISOLATION STRIP. REMOVE TOP 1/4" OF 4 MATERIAL & FILL GAP EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM L1 W/ SEALANT MATCHING CONCRETE STRUCTURAL CONCRETE SLAB STRUCTURAL CONCRETE SLAB COLOR SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL ELEVATION OF DEPRESSED SLAB MAY BE LEVEL WITH AN ADDITIONAL OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE OVERPOUR ADDED BELOW WATERPROOFING TO ACHIEVE SLOPE -123 119 115 PAVER TRANSITION TOPPING SLAB TRANSITION RAMP AT UNIT 13 STRUCTURAL SHEAR PANEL WHERE OCCURS UNIT UNIT I X EXTERIOR PLASTER GYPSUM BOARD I X W.R.B. INTERIOR l X EXTERIOR CORR. 6" WIDE SELF ADHERED FLASHING 0/ WEEP SCREED GALVANIZED WEEP SCREED W/ INTEGRAL SHIELD FLASHING CONC. TOPPING SLAB SLOPE FINISH SURFACE AND `V SUBSTRATE PER PLAN d ° .1DRAINAGE MAT ° ° a d d° d ° ° ° a d d° ° d d WATERPROOFING � d 1>< � d 'I - d ° AI SIP CE - — < ° ° °a °d a °° ° ° d a ° d °° d d 24 GA BONDARIZED'L' a ° ° a FLASHING - SEE DETAIL d ° d STRUCTURALSLAB PROVIDE SUITABLE FILL MATERIAL 1/4" ISOLATION STRIP. REMOVE TOP OR EXTEND SLAB TO ALIGN WITH 1/4" OF MATERIAL & FILL GAP W/ WALL SUBSTRATE SEALANT MATCHING CONCRETE COLOR - 24 - 20 - 16 - 12 SLAB STEP AT PARTY WALL 8 FLASHING AT TOPPING SLAB 4 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) N d� Q U Q z Q Q z Q U) w Nw 0d vJ F_ ICT LLI LO T_ L0 W T_ 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,y1l * No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CAS\ License Stamp SLAB ON GRADE DETAILS AD-32 (N N C) N COPYRIGHT U V ° a AIR SPACE PER PLAN ° a AIR SPACE PER PLAN a CONCRETE OR CMU GARAGE WALL PER PLAN a CONCRETE OR CMU GARAGE WALL PER PLAN a CONCRETE OR CMU GARAGE WALL PER PLAN ° a 1 HOUR RATED INTERIOR WALL PER PLAN 2 HOURFIRE BARRIER PER PLAN ° 4 ° 1 HOUR INTERIOR WALL PER PLAN 4 ° Q° BLANKET (1 HOUR FIRE RATED) a FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - @ WAASRIER SHEAR PANEL, WHERE OCCURS @ WALLS: a PART #: LFS 5800-W12 - - - - - - - - - - -------- PART #: LFS 5800-W12 5 -- -- ° METAL SOFFIT FRAMING, HEIGHT PER PLANS, 0/ - - - - - - - - - - -- -- ° ° ° UL#: WW-D-2014 & WW-D-2015 @CEILINGS: -------- @ CEILINGS: PART # FS 5800-FW12 -- - 4 _ _ �� 5/8" TYPE X GYP. BD. -- -- PART # FS 5800-FW12 ° UL#: FW-D-2001 - a FIRE BARRIER BLANKET (1-HOUR FIRE RATED) - - - _ _ a a UL#: FW-D-2001 - a - - @ WALLS: _ _ Q PART #: LFS 5800-W 12 ° ° a ° UL#: WW-D-2014 & WW-D-2015 = _ Q _ _ ° @ CEILINGS: PART # FS 5800-FW12 HEADER PER STRUCT. DWGS. _ i _ a UL#: FW-D-2001 - - / \ \ SEISMIC EXPANSION JOINT COVER BY M.H. NN ° a SEISMIC EXPANSION JOINT COVER BY M.H. / ° a / ° POWER, MODEL #KH 12 5 . ° POWER, MODEL #KH-12-5 . VAPOR BARRIER BY M.H. POWER. INSTALL PER PER SPECS. INSTALL PER PER SPECS. SYSTEM SHALL 00,° INSTALL PER PER SPECS. Q INTEGRATE AND AL W/ EXPANSION JOINT AT 3 & 4 / I 4 HEADER PER STRUCT. DWGS. ROOF PER DETAILS a Z a SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS. J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE SEALANT AND BACKER ROD , RATED DOOR ASSEMBLY PER PLAN RATED DOOR ASSEMBLY PER PLAN EXPANSION JOINT WALL - PLAN IT DOOR HEAD DOOR HEAD AIR SPACE v PER PLAN a CONCRETE OR CMU GARAGE WALL PER PLAN ° CONCRETE OR CMU GARAGE WALL PER PLAN - 5/8" TYPE "X" GYP BOARD 2 HOURFIRE BARRIER PER PLAN 1 HOUR INTERIOR WALL PER PLAN a EXPANSION JOINT CAVITY FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - __ _ -------- ° a BETWEEN TWO @ WALLS: PART #: LFS 5800-W12 -------------- ° ° ° FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - - --- STRUCTURES UL#: WW-D-2014 & WW-D-2015 @ WALLS: @ CEILINGS: _ - a PART #: LFS 5800-W12 PART # FS 5800-FW12 _ _ a UL#: WW-D-2014 & WW-D-2015 _ _ 5/8" TYPE "X" GYP. BD, SEE UL#: FW-D-2001 _ _ _ _ @ CEILINGS: _ _ _ _ ° 4 ° Q AIR FLOW STRUCTURAL FOR PART # FS 5800-FW12 _ _ PLYWOOD SHEAR AS VAPOR BARRIER BY M.H. POWER. - - ° a UL#: FW-D-2001 _ _ OCCURS INSTALL PER PER SPECS. / \ >0 a a ° 01 a ° SEISMIC EXPANSION JOINT COVER BY M.H. _ Z Q / \ POWER, MODEL #KH-12-5 . Q / INSTALL PER PER SPECS. 4 ° ° / a / I ° a ° 11 EXPANSION JOINT AT FLOOR, PER DETAIL 11 ° EXPANSION JOINT AT FLOOR, PER DETAIL _ SEISMIC EXPANSION JOINT COVER BY M.H. POWER, MODEL #KH-12-5 . INSTALL PER PER SPECS. 77777771 DOOR JAMB DOOR JAMB EXPANSION JOINT FIRE BARRIER & DOOR 118 EXPANSION JOINT DOOR 1 EXPANSION GAP GRADE 2 RATED DOOR ASSEMBLY HOLD DOOR FRAME OFF THE GROUND TO WALL BEYOND FRY REGLET "CO" TYPE CONCRETE REGLET ACCOMODATE EXPANSION JOINT COVER FRY REGLET "CO" "SPRINGLOK" FLASHING PLATE SEISMIC EXPANSION ° a ° JOINT COVER AT JAMB, CONCRETE OR CMU GARAGE WALL PER PLAN SEISMIC EXPANSION JOINT COVER, MODEL BEYOND #ALHDW-12 . VAPOR BARRIER BY M.H. POWER. a INSTALL PER PER SPECS. CONCRETE TOPPING INSTALL PER PER SPECS. 2 HOURFIRE BARRIER PER PLAN SEISMIC EXPANSION JOINT COVER, MODEL J I FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - a ° Q ° #RW-12 . a° @ WALLS: ° ° ° ° INSTALL PER PER SPECS. PART #: LFS 5800-W12 Q d I d UL#: WW-D-2014 & WW-D-2015 ----- ----- a d I @CEILINGS: _ __ PART # FS 5800-FW12 _ ° z a ° d d a ° d ° d ° ° a \ �� WOOD SHEATHING ° ° UL#: FW-D-2001 - - VAPOR BARRIER BY M.H. POWER. a // d ° \� INSTALL PER PER SPECS. - - � ; d - / - 24 GA. CORROSION RESISTANT FLASHING W/ DRIP7 - - - - EDGE 0/ SELF -ADHERING WATER PROOF MEMBRANE. \ / - - - — — - 5/8" TYPE X EXTERIOR GYP. LAP FLASHING W/ FLASHING OF JOINT COVER. \ / a 4 ° VAPOR BARRIER BY M.H. POWER. - - SHEATHING \ / \ ° INSTALL PER PER SPECS. 2X CORRIDOR FRAMING, S.A.F. - - / \ CONCRETE OR CMU GARAGE WALL, PER STRUCTURAL - - 4 / \ BY OTHERS _ _ - - a FIRE BARRIER BLANKET - - ° FIRE BARRIER BLANKET (1- HOUR FIRE RATED) - / I (1- HOUR FIRE RATED) - ----- - -- _ _ @ WALLS: ' @ WALLS: _ _ _ _ _ _ PART #: LFS 5800-W 12 PART #: LFS 5800-W12 >< UL#: WW D 2014 & WW D 2015 UL#: WW-D-2014 & WW-D-2015 @ CEILINGS: @CEILINGS: PART# FS 5800-FW1 2 SEISMIC EXPANSION JOINT COVER BY M.H. PART # 5800 FW12 UL#: FW-D-2001 POWER, MODEL #KH-12-5 . D UL#: FW--2001 INSTALL PER PER SPECS. AIR SPACE PER PLAN EXTERIOR WALL PER PLAN a NOTE: BONDERIZE ALL GALV. SHEET METAL THAT RECEIVES AIR SPACE PER PLAN FINISH COATING I EXPANSION JOINT FIRE BARRIER - PLAN 19 EXPANSION JOINT INTERIOR FLOOR 11 EXPANSION JOINT @ ROOF 3 CONCRETE OR CMU GARAGE WALL PER PLAN EXTERIOR WALL PER PLAN GALV. SHEET METAL FLASHING FIRE BARRIER BLANKET (1- HOUR FIRE RATED) 1 HOUR INTERIOR WALL PER PLAN @ WALLS: ° a VAPOR BARRIER BY M.H. POWER. PART #: LFS 5800-W12 FIRE BARRIER BLANKET (3-HOUR FIRE RATED) - INSTALL PER PER SPECS. \ UL#: WW-D-2014 & WW-D-2015 REPORT # GL-16310-3 \� @ CEILINGS: _ _ TESTED TO UL #:2079-2004, ASTEME-119-08A SEISMIC EXPANSION JOINT COVER, MODEL PART # FS 5800-FW12 _ _ -INSTALL CONTINUOUS FROM TOP OF CONCRETE #CRW-12 . UL#: FW-D-2001 _ ° SLAB TO UNDERSIDE OF ROOF EXPANSION JOINT. INSTALL PER PER SPECS. % (2) LAYERS 5/8" TYPE X GYPBRD SHTH'G v _ _ _ _ _ _ _ _ _ _ CANT. STRIP BY OTHERS FIRE RETARDANT FRAMING PER STRUCT. DWGS-- _ EXTERIOR PLASTER SYSTEM 0/ W.R.B. 0/ 5/8" TYPE X _ _ I ° a - -- - - - - ROOF MEMBRANE - INSTALL PER MANUF SPECS EXTERIOR GYPBRD SHTH'G 0/ EXTERIOR GRADE PLYWOOD SHTH'G _ _ — — — 3 HOUR RATED FIREWALL JAMB PER 20 -- - --- -- - - - ° SLOPE I _ _ AD 26 zi W.R.B. 0/ S.A.F. / \ / \ - - - - _ --- _-- - a 24 GA. CORROSION RESISTANT / FLASHING W/ DRIP EDGE 0/ ° \ / SELF -ADHERING WATER PROOF ° \ / MEMBRANE. W.R.B. 0/ S.A.F. - - - ° a FIRE BARRIER BLANKET ° a °a (1- HOUR FIRE RATED) - VAPOR BARRIER BY M.H. POWER. Q --_- @ WALLS: INSTALL PER PER SPECS. Q PART #: LFS 5800-W12 SEISMIC EXPANSION JOINT COVER BY M.H. ' a UL#: WW-D-2014 & WW-D-2015 POWER, MODEL #KH-12-5 . @ CEILINGS: INSTALL PER PER SPECS. zV _ 1/8" THICK ALUMINUM COVER OR ° a PART # FS 5800-FW12 UL#: FW-D-2001 - -- J-MOLD, 1/4"-1/2" GAP FILL WITH COMPATIBLE S.S. 304 0.2 MIL FOIL ° INTERIOR WALL PER PLAN _ SEALANT AND BACKER ROD S CONCRETE OR CMU GARAGE WALL PER PLAN Q EXTERIOR PLASTER SYSTEM 0/ CONCRETE WALL p �„ AIR SPACE PER PLAN NOTE: BONDERIZE ALL GALV. SHEET AIR SPACE PER PLAN METAL THAT RECEIVES FINISH COATING EXPANSION JOINT @ EXTERIOR WALL - PLAN 20 3-HR EXPANSION JOINT FIREWALL - PLAN 12 EXPANSION JOINT @ SKY DECK 4 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 EI7 OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 O N d') OMU Q z Q Q z Q U) w w U) w 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 ARCylT �G IR No. C29795 RENEWAL DATE AUGUST 31, 2023 of C A� License Stamp EXPANSION JOINT DETAILS N C) CV Ir- 00 0 AD-33 COPYRIGHT U STOREFRONT PER PLAN AND ELEVATIONS EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS EXPANSION JOINT AND SEALANT HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION DRAINAGE/PROTECTION BOARD WATERPROOF SYSTEM PROTECTION COURSE F.F. 4 4 as 4 a Qa d Q 4 IT ° a ° 4 a a 4 F.O. TUD OR F.O. d F.O. MULLIb d SHTG IF OCCURS a d a a PER PLAN 4 4 d a d a 4 a d <d a d a � a Q PER PLAN Cf.S.S. � TOP OF STRUCTURAL SLABS ARE LEVEL. PROVIDE APPROVED FIL f R BELOW WAYERPROOFING SYSTEM TO ACHIEVE FINISH PAVEMENT SLOPE PER PLAN a STRUCTURAL CONCRETE SLAB z<1 a n STOREFRONT SILL @ TOPPING SLAB 1211 PLANTER @ P ODIUM STOREFRONT PER PLAN AND ELEVATIONS PLANTER SOIL — LEVEL CONCRETE PAVER SYSTEM \j\ \\ \\ \\ \\ \\/ O O LANDSCAPE DRAWINGS / \/ \/ \/ \/ \/ O O \\ QO Oo EXPANSION JOINT AND SEALANT 0 o O OO HORIZONTAL WATERPROOF MEMBRANE - /\/\/\/\/\/\/ o o \ TURN UP VERTICAL FACE OF STRUCTURAL /\\/\\/\\�\\/\\�\\/ O CLEAN -OUTS PERFORATED LINE METAL // // // /X // // O OO \ \\ \\ \\ \\ \\ \\ \ (THREADED) CONCRETE DEPRESSION SILL PAN j\//\�/\//\�j\//\// o o O � O o ( DRAINAGE/PROTECTION BOARD /\\�\\/\\�\\/\\/\\/ O O \ WATERPROOF SYSTEM PROTECTION COURSE j // // �j // �j // FABRIC WRAP WITH GRAVEL POCKET SIM. \ \ \ \ \ \ \ O Oo GRAVEL BASE PER PAVER / a° N �[_] F.F. / // // // // // /� OO OO MANUFACTURER'S REQUIREMENTS , \ \ \ \ \ \ o o o \\ \\ \\ \\ \\ \\ o o � CONCRETE FOOTING SLOPE TO \\\/ o 0 0 0 0 0 0\ DRAINS PER PLAN DRAINAGE COMPOSITE a 4 Q d 4 aQ F.O. STUD OR F.O. °d a SHTR IF OCCURS ° PE LAN d � 4 a N zi PER PLAN D p e> TOP OF STRUCTURAL SLABS ARE LEVEL. PROVIDE APPROVED FILqR BELOW WATERPROOFING SYSTEM TO ACHIEVE FINISH D> PAVEMENT SLOPE PER PLAN Q STRUCTURAL CONCRETE SLAB SPECIFIED WATERPROOFING \ SYSTEM (SEE TYPICAL SECTION) n REINFORCING FABRIC & 30 MIL COAT OF COLD FLUID APPLIED WATERPROOFING STRUCTURAL CONCRETE STOREFRONT SILL @ CONC PAVERS 1221 DRAIN @ PLANTER 1181 W.P. @PLANTER STOREFRONT PER PLAN AND ELEVATIONS PEDESTAL PAVER SYSTEM HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL FACE OF STRUCTURAL CONCRETE DEPRESSION WATERPROOF SYSTEM PROTECTION COURSE O d d d 4 4 O O d O 4Q d d 4 4 d a a d d 44 a a d 4 d O 4' Q d d O d O 4 a 4 a a TOP OF STRUCTURAL SLAB"RE LEVEL. PROVIDE HARDROCK CONC OVERPOUR BELOW WATERPROOFING SYSTEM TO ACHIEV�FINISH PAVEMENT SLOPE PER P ANa a DRAINAGE COMPOSITE BOARD - SECURE FABRIC TO PIPES TO PREVENT DIRT ENTRY SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) PLANTER DRAIN COMPACTED BACKFILL CMU WALL PLANTER PLANTER BAS 15 CONCRETE TOPPING SLAB DRAINAGE COMPOSITE W.P. MEMBRANE REBAR PER STRL CONC. STRL SLAB GROUT SET DRAIN ASSEMBLY PLANTER SOIL STUCCO WR BARRIER STRUCTURAL PANEL WHERE OCCURS SEALANT APPLIED TOP OF MEMB FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI FLASHING HEMMED 12" MEMBRANE APPLIED TO SUBSTRATE w/ CALIF SEALANT PEDESTAL PAVERS SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) CONC SLAB 13 DECK TO WALL @ PEDESTAL PAVERS 19 PEDESTAL PAVER SYSTEM PER PLAN NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, SLOPED PER PLAN WATERPROOFING SYSTEM PROTECTION COURSE WATERPROOFING SYSTEM HORIZONTAL MEMBRANE ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE AND PROTECTION COURSE INTO DRAIN CLAMP RING FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION LOW POINT AT DRAIN LOCATION - SEE SLAB PLAN ° ° D ° ° D ° D CLAMP RING a DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS DRAIN PIPING PER PLUMBING PLANS a STRW,CTURAL POST TENSION CONCRETE SL�B PER STRUCTURAL DRAWINGS a a NOTE: a 1. AFTER PAINT REMOVAL, PRIME AND ItAT BARE TAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION 141 DRAIN @ PEDESTAL PAVERS 110 SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) DRAINAGE COMPOSITE PLANTER WALL REINFORCING STEEL BARS, SEE STRUCT. DWGS. SEALANT OVER CLOSED CELL BACKER ROD FINISHED TOPPING PER LANDSCAPE DRAINAGE COMPOSITE SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) STRUCTURAL CONCRETE-� SLOPE, d 4 4 4 d d STRUCTURAL CONCRETE MIN. 1" CANT OF TROWEL GRADE HIGH COMPRESSION DRAINAGE WATERPROOFING MEMBRANE OR MAT UNDER PLANTER, TYP. STRYPTURAL CONCRETE SLAB Z� k� APPROVED SEALANT Q � CONDUIT OR PIPE SPECIFIED WATERPROOFING SYSTEM STRIPE APPLICATION WATERPROOFING MEMBRANE STUCCO VSTUCCO WR BARRIER WR BARRIER STRUCTURAL PANEL STRUCTURAL PANEL WHERE OCCURS WHERE OCCURS SEALANT APPLIED TOP OF MEMB / SEALANT APPLIED TOP OF MEMB FASTENER AT TOP OF FLASHING FASTENER AT TOP OF FLASHING GI STUCCO SCREED GI STUCCO SCREED GI FLASHING HEMMED GI FLASHING HEMMED 12" MEMBRANE 12" MEMBRANE APPLIED TO SUBSTRATE w/ CALIF APPLIED TO SUBSTRATE w/ CALIF SEALANT SEALANT PRE -CAST CONC PAVERS CONC TOPPING SLAB SETTING BED SETTING BED DRAINAGE COMPOSITE DRAINAGE COMPOSITE SLOPE SLOPE PER p p p p D � � � p o SPECIFIED WATERPROOFING SPECIFIED WATERPROOFING SYSTEM (SEE TYPICAL SECTION) SYSTEM (SEE TYPICAL SECTION) \ CONC SLAB CONC SLAB DECK TO WALL @ PAVERS 15 DECK TO WALL @ TOPPING SLAB 1 LEVEL CONCRETE PAVER SYSTEM EXTERIOR PAVING LANDSCAPE DRAWINGS PER CIVIL AND LANDSCAPE DRAWINGS NON-STRUCTURAL, SECONDARY CONCRETE NON-STRUCTURAL, SECONDARY CONCRETE SLAB, MIN 2-1/2" THICK, SLAB, MIN 2-1/2" THICK, SLOPED PER PLAN OVER DRAINAGE/PROTECTION BOARD, OVER WATERPROOF MEMBRANE, OVER APPROVED FILL SUBSTRATE SLOPED PER PLAN WATERPROOFING SYSTEM PROTECTION COURSE WATERPROOFING SYSTEM GRAVEL BASE PER PAVER MANUFACTURER'S PROTECTION COURSE REQUIREMENTS ELASTOMERIC SHEET FLASHING ELASTOMERIC SHEET FLASHING ROLL WATERPROOFING SYSTEM HORIZONTAL ROLL WATERPROOFING SYSTEM HORIZONTAL MEMBRANE MEMBRANE AND PROTECTION COURSE INTO AND PROTECTION COURSE INTO DRAIN CLAMP RING DRAIN CLAMP RING FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN. REFER TO PLUMBING ADDITIONAL INFORMATION DRAWINGS FOR ADDITIONAL INFORMATION LOW POINT AT DRAIN I LOW POINT AT DRAIN LOCATION - SEE SLAB PLAN LOCATION - SEE SLAB PLAN a 4 a ° Od 4 4 O a 4 d OQ O D D ° D ° ° D D D ° v D 17 CLAMP RING DRAIN EXTE;$SION A EQUIRED FOR DECK THICKNESS'I Q DRAIN PIPING PER PLUMBING PLANS STRUCTURAL POST TENSION a 'f CONCRETE SLAB PER STRUCTURAL DRAWINGS NOTE: 1. AFTER PAINT REMOVAL, PRIME AND COAT BPRE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION DRAIN @ PAVERS WATERPROOFING MEMBRANE I CLAMP RING DRAIN EXTTHICION A EQUIRED FOR DECK KNES Q DRAIN PIPING PER PLUMBING PLANS STRUCTURAL POST TENSION a CONCRETE SLAB PER STRUCTURAL DRAWINGS NOTE: 1. AFTER PAINT REMOVAL, PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION 6 DRAIN @ TOPPING SLAB WATERPROOFING MEMBRANE 21 NOTE. AT PLASTIC PIPES, ROUGHEN SURFACE OF PIPES WITH SANDPAPER TO FACILITATE WATERPROOFING BOND. STOREFRONT SILL @ PEDESTALS 23 PENETRATIONS @ PLANTER 19 PLANTER BASE 15 PODIUM DECK WP -PEDESTAL PAVERS 11 PODIUM DECK WP- CONC PAVERS 7 PODIUM DECK WP- TOPPING SLAB 3 HORIZONTAL WATERPROOF MEMBRANE - TURN UP VERTICAL STUCCO 3" DIA AL DOWNSPOUT FACE OF STRUCTURAL CONCRETE DEPRESSION. SECURE WITH STRUCTURAL PANEL WHERE OCCURS TERMINATION BAR PLASTIC TRANSITION CAP WATERPROOF SYSTEM PROTECTION COURSE OVER MEMBRANE DETAIL SEALANT AT TOP OF MEMB. AND TERMINATION BARS SEALANT FASTENER AT TOP OF FLASHING DRAINAGE/PROTECTION BOARD GI STUCCO SCREED EXTERIOR PAVING PER CIVIL AND LANDSCAPE DRAWINGS WALL CAP GI COLLAR FLASHING NOTE: 6" MINIMUM SEPARATION BETWEEN INSTALL TERMINATION BAR AT PROTECTION GI FLASHING HEMMED PIPES AND BETWEEN WALLS AND PIPES COURSE/MEMBRANE/DETAIL COAT 12" MEMBRANE APPLIES TO SUBSTRATE W/ PAVERS OR TOPPING SLAB UV RESISTANT FLUID APPLIED CALIF SEALANT DRAINAGE COMPOSITE WATERPROOF SYSTEM DETAIL COAT - WATERPROOFING MEMBRANE SETTING BED 4" HORIZ, 4" VERT z CONC TOPPING SLAB TOPPING SLAB PREFORMED EXPANSION JOINT GRADECONTINUOUS URETHANE EXTRUDED PVC FLASHING 12� I I_ SETTING BED DRAINAGE BOARD CLOSED CELL BACKER ROD SEALANT OVER Q a a MIN. � TERMINATION BAR ENCASED IN — —REINFORCED FABRIC & 30 MIL COAT OF ° a \\�\\�\ SLOPE SEALANT FASTENED PER MFG. /� \) a ER PLAN WATERPROOF MEMBRANE COLD FLUID APPLIES WATERPROOFING REQUIREMENT I a P PLAN ° 4 a ° Q � \� \� LEVEL 2 (PODIUM) / WATERPROOFING MEMBRANE CANT 4 ° SEPARATION MATERIAL PER PLAN a PLANTER SOIL - i i 4 a 4 a e T.S.S. \ a d �e a ° 4 a a / I I \, I DRAINAGE COMPOSITE a a 4 � A < � Q ( MIN 2" DEEP CONC SWALE- ° a ° D a a SPECIFIED WATERPROOFING — — — — — — SLOPE TO DRAIN a / SYSTEM (SEE TYPICAL SECTION) p DRY PACK ANY VOID SPACES LID WITH NON -SHRINK GROUT D ° EXPANSION JOINT STRIP OVER WATERPROOFING SYSTEM\/ DECK DRAIN e CONC SLAB STRUCTURAL CONCRETE SLAB SPECIFIED WATERPROOFING SYSTEM (SEE D D ° TYPICAL SECTION) SLOPE OPTION: IN LIEU OF SLOPING STRUCTURAL SLAB, FINISH SURFACE CONT SEALANT AND CONIC. SLAB PER STRUCTURAL ELEVATION OF DEPRESSED SLAB M LEVEL WITH AN ADDITIONAL BACKER ROD BOTH SIDES OVERPOUR ADDED BELOW WATE Roo ING TO ACHIEVE SLOPE DRAINAGE BOARD FIRESTOPPING STRUCTURAL CONCRETE SPECIFIED WATERPROOFING SYSTEM (SEE 4" DIA CI DRAIN PER PLUMBING TYPICAL SECTION) SLAB TRANSITION 124j W.P. TERMINATION @ PLANTER 1201 TROUGH @ WALL & PLANTER 1161 CONC DECK DRAIN @ PAVERS1121 D.S. CONNECTION 181 W.P PIPE PENETRATION 141 • 00- 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 RE D]_[� OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ O V/ Q U Z Q Z Q U) w ry U) F_ 'Cl- uj LO T_ L0 W T_ Nt No. Date Description H 10 00 �D 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 ' /) with the work. The client will be responsible for any defects in construction if these procedures are not followed. v SED ARC, I', LL �0 N No. C29795 RENEWAL DATE AUGUST 31, 2023 qTF OF- C A\_ License Stamp o ELEVATED SLAB DETAILS AD-41 COPYRIGHT n GSM "L" FLASHING 11 DOOR PAN FLASHING CEMCO #7 EXTENDED FOUNDATION GS88 PIGMENTED SEALER n CEMCO # 66 EXPANDED FLANGE SCREED WITH 1-1/2" EXTENSION GSM 1" FLASHING LAPPED OVER CEMCO #7 EXTENDED FOUNDATION SCUPPER GU80 TOPCOAT CASING BEAD. APPLY 0/ W.R.B. CEMCO # 66 EXPANDED FLANGE SCREED WITH 1-1/2" EXTENSION CASING BEAD SCUPPER (DECK SIDE) PARALLEL W/ IMPERVIOUS SURFACE 3/4" FIBERGLASS WITH PD RESIN (S CONTINUOUS BEAD OF SEALANT AT COATS) (5)CEMCO #7 EXTENDED FOUNDATION OVERLAP SEAM 3 BEDS OF SEALANT 1" APART PRIMER SCREED WITH 1-1/2" EXTENSIO, INTEGRAL STUCCO SCREED 3 SIDES. EXTEND 1" PAST GSM "L" FLASHING WALL SEE PROFILE SECTION I N SEALANT AT JOINT A GSM 1" FLASHING I 8 a° 0 w IMPERVIOUS w _J SURFACE STOP, U) U B I HEIGHT TO TOP OF WALL FLASHING °° a o IMPERVIOUS T a 3 GSM EDGE FLASHING ,\ I Q 1 I SURFACE bo ° a° a a 3 BEDS OF SEALANT 1" APART i �',��, I °4 ° ° ° ° �i ����; '�I '''''' ° 20 ° ° a j j 2O `���' , ; ��� ���, � �� III �', I I I I � — - �--► � - �„ �fc� SADDLE FLASHING � SADDLE FLASHING ��ONE PIECE SOLDERED SADDLE ��� �i v[ FLASHING _, S.A.F. _— 15 20 cfl W.R.B. ----__-._,,� �PQ POST FLASHING DECK EDGE METAL o CONC. DECK y '� N SURFACE I I I Ic DECKPLAN — SHEET FLOW 1 y SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILS 1 CONCRETE PATIO EDGE i J I I WALL � I IL SADDLE FLASHING S.A.F. GSM EDGE FLASHING 1 8 WALL o FLASHING CONIC. DECK EDGE PERPENDICULAR TO III Z WALL MIN. CON-DEK ASSEMBLY THICKNESS II 1 GSM IT." FLASHING SUBSTRATE SUBSTRATE 1 PRE-TREATMENT 0/ BASE COAT 0/ I i SLOB SLOPE CONC. IMPERVIOUS SURFACE i GSM "L" FLASHING 3" MIN. ABOVE DECK PRE-TREATMENT 0/ BASE COAT 0/ / FOUNDATION SCREED FLASHING SLOPE GSM DECK EDGE METAL I SADDLE FLASHING CONTINUOUS 1/2" BEAD OF SEALANT ALL FOUR SIDES OF GSM "COLLAR" ~ 0- 3-COAT STUCCO SYSTEM 0/ METAL FLASHING �o Cn SADDLE FLASHING LATH 0/ W.R.B. 0/ S.A.F. 0/ CEMCO #7 I m I WIDTH OF SCUPPER NOT TO EXCEED GSM DECK EDGE METAL _ 4" AT OCCUPIED ROOF $ ° ° ° d IMPERVIOUS SURFACE, OVERLAP ° I CEMCO # 66 EXPANDED FLANGE °d CONC. LATH ON THE FLASHING TO THE EDGE HEM SIDE AND TOP EDGES OF GSM °°°° ° ° ° CASING BEAD 0/ W.R.B. 0/ SADDLE PATIO OF THE DECK SURFACE "SCUPPER" FLASHING TO ALIGN WITH I FLASHING 0/ S.A.F. N SLOPE 3/4EXTERIOR FINISH. ° ° ° 3-COAT STUCCO SYSTEM 0/ METAL ° ° °° CEMCO #7 EXTENDED FOUNDATION ° d° ° ° ° d° ° ° ° ° LATH 0/ W.R.B. ° SCREED WITH 1-1/2" EXTENSION ° ° ° 4" ° ° EXTEND BOTTOM LOCK HOOK SEAM a ° 2" ° ° PARALLEL W/ IMPERVIOUS SURFACE ° ° a ° ° OF SCUPPER 3/4" BEYOND "COLLAR" ° d ° a° ° ° 'i( W.R.B. 0/ S.A.F. 0/ SOFFIT DRIP °° ° ° ° ° ° ° ° ° °° ° I FLASHING TO ACCOMMODATE ° 12 16 EDGE ° o ° d ° ° I CONDUCTOR HEAD CONNECTION WALL FLASHING DECK DRAIN FACE OF EXTERIOR FINISH ° ° d °° d ° ° Al° ° APPLY SEALANT AFTER COMPLETION ° g d ° ° ° CEMCO # 12 SOFFIT DRIP EDGE, d ° a ° ° ° ° ° ° OF IMPERVIOUS SURFACE SYSTEM ° ° ° ° o ° ° ° ° ° ° ° EXTEND 1"PAST OPENING WHEN ° d ° °J FINISH COAT a °° ° d , ° ° ° ° ° DECK EDGE IS FLUSH WITH WALL NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. BEYOND ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE. SECTION A SECTION B 4 FOR ADDITIONAL INFO. ON SECTION A SEE DETAIL 10 FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL 8 FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL 2 SECTION A: SCUPPER DRAIN FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS GSM SCUPPER 10 PATIO PLAN -LOW WALL WITH DRAIN 2 sG6's BUILD UP BASE COAT CRICKET WITH SADDLE FLASHING o� 9� F` F` 1/4" RISE ON UP SLOPE SIDE GS88 PIGMENTED SEALER 6 CEMCO # 66 EXPANDED FLANGE WALL 2 PIECE "C" SHAPED GSM "L" IN WALL ASSEMBLY BEYOND P GU80 TOPCOAT CASING BEAD, APPLY 0/ W.R.B. THE DIRECTION OF SLOPE INTERIOR INTERIOR FINISH FLOOR <)� � I GSM 1" FLASHING owe �`����' "C" SHAPE SHALL BE PRE -MADE AND SOLDERED DOOR AND THRESHOLD ASSEMBLY �(JI� � 3/4" FIBERGLASS WITH PD RESIN (S COATS) � NOTE: PER DOOR SCHEDULE PRIMER L CEMCO #7 EXTENDED FOUNDATION 8 FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL SCREED WITH 1-1/2" EXTENSION "WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP. APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS a ° 5 CEMCO #7 EXTENDED FOUNDATION SURFACE SYSTEM FINISH COAT AND a SCREED WITH 1-1/2" EXTENSION, "L" i POST 3-COAT STUCCO SYSTEM 0/ METAL PRIOR TO DOOR THRESHOLD a EXTEND 1" PAST GSM FLASHING i (PER PLAN) �� LATH 0/ W.R.B. INSTALLATION ° ° 4 GSM "L" FLASHING i / GSM "L" FLASHING W.R.B. 0/ S.A.F. 0/ FOUNDATION SCREED FLASHING PRE-TREATMENT 0/ BASE COAT 0/ nd ° A 1 GSM 1 PIECE DOOR FLASHING PAN ° ° 3 PRE -MADE CORNER GSM EDGE FLASHING � � � � �� '� � I I � CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION X 3 � � ��e- � o � S��Q� a ° a a ° A ° SEALANT OOZE OUT Q GSM 1 PIECE DOOR TO AND it PARALLEL W/ IMPERVIOUS SURFACE FLASHING PAN AD 52 a i9 3 BED F SEALANT 1" APART T , � BUTTERED AT JOINT _ � c0 it � APPLY JOINT SEALANT AFTER � SUBSTRATE / 1`/ °° G ° 4 RECEIVE 1" FLASHING ¢" i PRE -MADE CORNER GSM EDGE i COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT SLOPE i FLASHING ° ° ° CONCRETE DECK SLOPED TO DRAIN / \ oo`�� N N IMPERVIOUS SURFACE �o � 2 ONE PIECE SOLDERED SADDLE FLASHING � CONC. DECK � � � / SURFACE ��oQ o o PRE-TREATMENT 0/ BASE COAT 0/ GSM 1" FLASHING ° ° IT." 4" MINIMUM IMPERVIOUS SURFACE LAPPED GSM FLASHING 3 BEDS OF SEALANT 1"APART TO \ POST BASE PER °° ° , °°d ° d°°4.1 3 BEDS OF SEALANT I" APART wAL OVA RECEIVE CORNER DECK EDGE �� STRUCTURAL, GSM L ° CONTINUOUS BEAD OF SEALANT AT vo��' o�oQ LIE OVERLAP SEAM VE RTHCALLYHFLAT AGAINST THE POST AND WALL EDGE LAP GSM "L" FLASHING NOTE: REFERENCE CON-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION. 1 CONCRETE DECK SURFACE \ \���\ POST BASE FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL 2 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL 2 NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS 1 2 CONCRETE DECK EDGE PROTRUDING BEYOND 2X6FRAMING POST FLASHING 15 DOOR PAN FLASHING 11 CON-DEK SYSTEM 3 EXTERIOR WALL W.R.B. TWO-PLY "WEATHER TEX" BY FORTIFIBER BUILDING SYSTEMS GROUP OR APPROVED EQUAL. EXT. CEM. PLAS OVER WEATHER RESISTIVE BARRIER (W.R.B.), SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVER 6 CEMCO # 66 EXPANDED FLANGE 5/8" TYPE "X" GYP BD 0/ WEATHERSMART HOUSE WRAP. CASING BEAD, APPLY 0/ W.R.B. PLYWD SHTG WHERE OCCURS SEE - SEE STRUCTURAL S.A.F. 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 BACKING BONDERIZED 26 GA GALV. AND USE CHEMICALLY COMPATIBLE PRIMERS & W.R.B. WITH ADHESIVE SIDE. 5 CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1 1/2" EXTENSION, PL WALL GSM IT." FLASHING "L" FLASHING ATTACHED WITH FASTENERS AS RECOMM. BY GSM FLASHING STUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 GA. MATERIAL EXTEND 1" PAST GSM 1" FLASHING CON-DEK MANUF. WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL. GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. G-90 GALVANIZED SHEET METAL WITH SADDLE FLASHING CEMCO #7 WEEP SCREED WITH SOLDERED JOINTS (U.N.O.), UNLESS NOTED OTHERWISE. REMOVABLE DRAIN CAP BOND BREAKER TAPE STAPLES CORROSION-RESISTANT STAPLES. FASTEN LATH TO EXTERIOR GRADE PLYWOOD. 4 GSM "L" FLASHING CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION -CON-DEK SYSTEM ASTM C-920 POLYURETHANE JOINT ��r ������ SEALANT AFTER COMPLETION IMPERVIOUS SURFACE ICC -ESR 2097 REPORT PLI-DEK "F" SYSTEM =PLI-DEK 1-HOUR 1 CLASS "A" FIRE RATED OF CON-DEK FINISH COAT IMPERVIOUS SURFACE, FIBERGLASS AND RESIN REINFORCED WATERPROOF DECK COATING WITH KNOCKDOWN TEXTURE APPLIED AS PER MFG SPECIFICATIONS. COLOR TBD. 3PRE-MADE CORNER GSM EDGE i GSM EDGE FLASHING _ _ _ _ _ —, — — — — — 4 — CON-DEK SYSTEM C° SUBSTRATE WWW.PLIDEK.COM 800-364-0287 FLASHING ° GAUGE STAINLESS - TO DRAIN CON-DEK SYSTEM BY PLI-DECK LATH 2.5 LBS / SQ.YD. GALVANIZED (DIPPED) EXPANDED METAL 96" X 27" d m ° STRAINER (BY OTHERS) IN SYSTEM OVER CONCRETE 4 CONCRETE DECK oo� SURFACE e`�- d d ° ° ° ° ° ° ° d ° ° ° d TRUCT. CONIC. SLAB EXT. GRADE PLYWOOD MINIMUM 3/4" EXTERIOR GRADE T&G, BLOCK ALL UNSUPPORTED JOINTS AND FASTEN WITH SCREWS AT DECKS. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. COVER 3 BEDS OF SEALANT 1"APART �o da d° ° ° d ALL JOINTS WITH PLI DEK SEAM PAPER. FOR RATED ASSEMBLY CONSTRUCTION, SEE ICC ESR d ^ -° ° 2097 REPORT, SECTION 4.4.1. s<" ° ° ° ° °� E21 ° 2' MIN. ° ° ° PRE-TREATMENT ALL DECK TO WALUTHRESHOLD TRANSITIONS TO BE PRE-TREATED WITH PD RESIN AND o °d REINFORCEMENT FABRIC PRIOR TO EXTENDED FOUNDATION SCREED INSTALLATION AND ° d ° °° AFTER BASE COAT INSTALLATION. GU80 TOP COAT AND GS88 PIGMENTED SEALER TO BE ° ° INSTALLED VERTICALLY IN CONJUNCTION WITH DECK SYSTEM FINISH COATS. PLAN REFERENCE --2)ONE PIECE SOLDERED SADDLE ���\ ° ° ° ° ° ° °° ° ° ° ° SUBSTRATE 1/4" = V-0", SLOPE MUST BE BUILT INTO FRAMED SUBSTRATE. FLASHING °° ° STRUCTURALSLAB-SEE SLOP CONCRETE DECK EDGE FLUSH WI s ° ° ° ° STRUCTURAL DRWG co�� ° ° BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN ACRYLIC WALL V�PLL o oQ� EXTE R I 0 R WALL RUN FROM THE SOLID PLASTER AND INT FINISHES AND VERTICAL LEG TOALL 1/8" FROMNG FRONT SOLID DGE. ANY APPLIEDAPE FIN SHOE THAT DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM CREATES A BOND BETWEEN THE PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH. __ __CONCRETE DECK SURFACE f SHOWN IN DETAIL 1 2 4 SEALANT NP1 SONOLASTIC POLYURETHANE SEALANT OR APPROVED EQUAL. EXPOSED SEALANT SHALL (NOT ) FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS ® BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL. SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) 20 PATIO DRAIN 16 PATIO AT CMU PLANTER WALL 12 PATIO TO WALL FLASHING 8 NOTES 4 0 �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 RED OAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 No. Ir— O V, u Q z Q Q z Q w w U) w T_ LO 06 LO T_ 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 ARt, �G R � �L�A No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF �F C A\-� License Stamp EXTERIOR IMPERVIOUS SURFACE (CON-DEK) AD-41 01 W MG W �ZD v J U W 2 U 04 N N 1 mu COPYRIGHT U WALL FRAMING PER STRUCTURAL DRAWINGS EXPANDED METAL LATH * CORNER BEAD SHEATHING MAY OCCUR d d a ° ° SHEATHING AS OCCURS I\ — ----------------- ° EXTERIOR PLASTER OVER d \� max/ \X/ ° Ii W.R.B. — 12" S.A. FLASHING — \ a ° ° x lli EXTERIOR PLASTER SCREED / SHEATHING MAY OCCUR x UV STABLE WATERPROOFING ° ° I MEMBRANE WIRE TIE WIRE LATH TO CEMCO #30 — — — CORNER EXPANSION JOINT 0/ W.R.B WALL FRAMING PER STRUCTURAL ° ° a 1 d AND EXPANDED METAL LATH DRAWINGS i ° iv HARDSCAPE, SLOPE AWAY 1/4" = 1' 0" SHEATHING MAY OCCUR ° d d SHEATHING MAY OCCUR 4 i EXTERIOR CEMENT PLASTER 0/ WIRE i 4 LATH 0/ W.R.B. EXTERIOR CEMENT PLASTER 0/WIRE EXTERIOR CEMENT PLASTER 0/ WIRE d 1/2" THICK ASPHALT SATURATED LATH 0/ W.R.B. LATH 0/ W.R.B. ° ° °III EXPANSION STRIPS WALL FRAMING PER STRUCTURAL A DRAWINGS ° I-III=III=III=III=III=III—III= ° III III III d ° IIIIIIIIIIIIIIIIII ° II III III III _ III ° d l-III—III—III—III=III—III=_ __ BELOW GRADE WATERPROOFING ° a ° a ICI ICI ICI ICI ICI III AND TERMINATION BAR. IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND d d I= —III—III—III—III—III= = III III III III III III EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. a �I I I=III=III=III=III=III=III= ° IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - 21 WALL TO CEILING CONTROL JOINT 17 OUTSIDE CORNER WALL JOIN 13 INSIDE CORNER WALL JOINT 9 - 5 CONCRETE WALL AT HARDSCAPE EXTERIOR CEMENT PLASTER DOUBLE "J" CONTROL JOINT, TYPICAL EXTERIOR CEMENT PLASTER 0/ WIRE 1 0/ WIRE LATH 0/ W.R.B. AT ALL VERTICAL LOCATIONS. LATH 0/ W.R.B. I INSTALL OVER THE CONTINUOUS l SOLID LEG OF THE JOINT. SHEATHING MAY OCCUR I SHEATHING AS OCCURS SHEATHING MAY OCCUR SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED WHEN I EXTERIOR PLASTER OVER ------_-- W.R.B. 0/ "FLASHING PANEL" 0/ W.R.B. "FLASHING I 2x SOLID BACKING REQUIRED AT 2x SOLID BACKING REQUIRED AT \ SHEATHING NOT PROVIDED WHERE W.R.B. Ii TUCKED BEHIND PANEL", S.A.F. WHEN SHEATHING NOT S.A.F. WHEN SHEATHING NOT S.A.F. IS REQUIRED. _ TI PROVIDE MINIMUM CUT OUT IN W.R.B. \ AROUND PENETRATING ITEM. PROVIDED �\ I 1 PROVIDED AT FLASHING \ I l( EXTERIOR PLASTER SCREED \ WIRE LATH 0/ W.R.B. 0/ 9" WIDE S.A.F. 2x SOLID BACKING REQUIRED AT EXTERIOR CEMENT PLASTER 0/ WIRE 1 0/ SOLID LEG CONTROL JOINT OVER 9" \ S.A.F. WHEN SHEATHING NOT WIDE FLASHING 0/ W.R.B \ ` L PROVIDED AT FLASHING LATH 0/ W.R.B. \ 1 i TOP OF FLOOR SHEATHING TYP. All QUICKFLASH WEATHERPROOFING "FLASHING CONTROL JOINT AT EACH FLOOR 1 SET PRESERVATIVE TREATED SILL PRODUCTS PANEL", IDENTIFY THE PENETRATING ITEM \II i \ / I WIRE LATH 0/ W.R.B. 0/ 9"WIDE S.A.F. III LEVEL, TYP. CONTROL JOINT SHALL BE I PLATE ON 3 CONTINUOUS BEADS OF � NON HARDENING CAULK * AND PROVIDE APPLICABLE FLASHING \/ i 0/ CEMCO #12 SOFFIT DRIP CONTINUOUS, NOT INTERRUPTED BY VERTICAL CONTROL JOINTS. / _ PANEL. USE NON -CORRODING /\ \\ i�l HARDSCAPE, SLOPE AWAY 1/4" = V-0" ANCHORS 12" WIDE S.A.F. OVER BEAM li WIRE TIE WIRE LATH TO BOTTOM \ \ / ° UV PROTECTION GALVANIZED 10" d° PENETRATING ELEMENT SEE MEP / \ SOFFIT DRIP, EXTEND 2" PAST FLANGE OF JOINT; NO NAILS, / j % ° a l d °° TALL SHEET METAL AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY NEED _ _ _ li OPENING SCREWS OR STAPLES. WIRE LATH I TO BE CUT AND INSTALLED ° RI d d 1/2" THICK ASPHALT SATURATED WITHOUT CONNECTION TO WIRE �I �� ° d ° I ° EXPANSION STRIPS W.R.B. FROM ABOVE 0/ "FLASHING CEILING FRAMING PER STRUCTURAL LATH ABOVE THE CONTROL JOINT. ij i / d ° d Jd — -----________�_ _ _ _ _ i PANEL" 0/ W.R.B. TUCKED BEHIND DRAWINGS FLOOR FRAMING PER STRUCTURAL PANEL UP TO PENETRATING ITEM DRAWINGS _ EXPANDED METAL LATH DRAINAGE MAT WALL FRAMING PER STRUCTURAL EXTERIOR CEMENT PLASTERFI DRAWINGS i 0/ WIRE LATH 0/ W.R.B. i i � � d° ° � * IF SHEATHING IS APPLIED TO THE CEILING FRAMING, APPLY W.R.B BETWEEN THE SHEATHING AND a WATERPROOFING OVER d EXPANDED METAL LATH. CONTINUE CEILING W.R.B. DOWN AND OVER THE WALL W.R.B 2" MINIMUM. ° a d STRUCTURAL SLAB i II I °a �I I STUD WALL AT SPLIT SLAB WALL PENETRATION W/ QUICKFLAS FLUSH DECK / SOFFIT DRIP FLASHING 18 - - 6 i it i II W.R.B OVER S.A.F. RUN BEHIND ALL / SHEATHING AS OCCURS pENET,ATING DOUBLE "J" CONTROL JOINTS. —j / IT EM �IItSHEATHING i j MAY OCCUR it EXTERIOR PLASTER OVER W.R.B. (WIDTH i CUT WIRE LATH AND ATTACH TO SOLID BLOCKING PER ASTM IRE TIE / / I I EXTERIOR 0/ LATH TO EACH FLANGEIOF T E063. DOUBLE WIRE LA W.R BPLASTER l "J" CONTROL JOINT. _ l i i SET PRESERVATIVE TREATED SILL k l 2x SOLID BACKING REQUIRED I� PLATE ON 3 CONTINUOUS BEADS OF DOUBLE "J" CONTROL JOINT. INSTALL I � l WHEN SHEATHING NOT NON HARDENING CAULK d OVER THE CONTINUOUS LEG OF THE V/4o I PROVIDED FOR S.A.F. I VERTICAL DOUBLE "J" CONTROL JOINT. ll EXTERIOR PLASTER SCREED \ G.S.M. FLASHING METAL I I l W.R.B. 0/ 9" WIDE S.A.F. 0/ I PROVIDE 3/16" ROLLED OR ANGLED THE HORIZONTAL JOINT SHALL STAND I CEMCO #3 FLASHING SCREED 4" STUCCO GROUND EDGE TO PERMIT OFF 1/4" FROM THE VERTICAL JOINT ON 7 OVER 6" WIDE S.A.F PLASTER TO KEY UNDERNEATH THE I EACH SIDE TO ALLOW FOR MOVEMENT, I ° 1 _ -- UV STABLE WATERPROOFING EDGE FOR ADDED ADHESION CAULK EACH SEPARATION I l I CEMCO #3 FLASHING SCREED ° MEMBRANE 4 S.A.F. OVER BLOCKING, LAP OVER I l SET IN SEALANT TO CEMCO #66 d ° d $ W.R.B. I ° 1 ° TERMINATION BAR PENETRATION OPENING TO BE 1" BLOCKING AS REQUIRED TO PROVIDE A WIDER AND TALLER THAN THE PENETRATING ITEM TO ALLOW 1/2" REQUIRED LATH ATTACHMENT TO L CEMCO #66 EXPANDED FLANGE = = = = = WIDE SEALANT JOINT ON ALL SIDES STRUCTURE CASING BEAD 0/ S.A.F. 0/ W.R.B. ° ° —III—III—III—III—III—III_ —__ III—III=III-1 � I=I � I=I � I=I I <t OF PENETRATING ITEM I _ BELOW GRADE WATERPROOFING. III=1 I= W.R.B. �� i i �� ° a � _ _ _— INTEGRAL 7/8" STUCCO SCREED ALL ` WIRE LATH TO BE CUT AT FOUR SIDES i `� i i TRANSITION AND INSTALLED ° .—III—III—III=III=III=III= -III—III—III—III—III—III— - WITHOUT ANY CONNECTION TOP ` \\\ TO BOTTOM ° a d =III= —III=III—III=III—III= EXTERIOR WALL PENETRATION FLASHING COLLAR ` —ADHERED MASONRY VENEER , i \` I i � PER EXTERIOR ELEVATIONS 0/ EXTERIOR CEMENT PLASTER STUD WALL AT GRADE EXTERIOR SIDE ` SCRATCH AND BROWN (FLOAT) ` COATS 0/ W.R.B.** EXTERIOR CEMENT PLASTER O/WIRE LATH 0/ W.R.B. — 19 WALL CONTROL JOINTS AND FLOOR CONTROL/ DRAINAGE JOINT 11 FLASHING SCREEDS MASONRYVENEER 7 SHEATHING AS OCCURS 1 i SHEATHING MAY OCCUR I I' I EXTERIOR PLASTER OVER 2x SOLID BACKING REQUIRED WHEN W.R.B. SHEATHING NOT PROVIDED WHERE SLOPE (SHIM) PLYWOOD SUBSTRATE EXTERIOR CEMENT PLASTER 0/ I S.A.F. IS REQUIRED. EXTERIOR CEMENT PLASTER 0/ WIRE �v n RAILING PER ELEVATIONS AND EXT. CEMENT PLASTER FINISH W.R.B. (� 1 II i LATH 0/ W.R.B., W.R.B. SHALL OVER � / AT 14 DEGREES (3 -.12) i EXTERIOR PLASTER SCREED G.S.M. FLASHING COLLAR LAP SILL W.R.B. AND SILL S.A.F. BY 4" _ II I MINIMUM. SHEATHING MAY OCCUR �) W.R.B. 0/ 9" WIDE S.A.F. 0/ FLASHING RAILING BASE PLATE / SLEEVE BY 1 Ii COLLAR SLOPE PLYWOOD SUBSTRATE AND RAILING FABRICATOR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT 1i Ii EXTERIOR CEMENT PLASTER FINISH "� - WIRE LATH 0/ W.R.B. 0/ S.A.F. \ II PROVIDED SET PRESERVATIVE TREATED SILL c AT 14 DEGREES (3 : 12) SEALANT 0/ S.A.F AND AROUND COLLAR OF BASE PLATE /SLEEVE ,- ? li ;-------- --- �i WIRE LATH 0/ W.R.B. 0/ 9" WIDE 1 1i PLATE ON 3 CONTINUOUS BEADS OF NON HARDENING CAULK S.A.F 0/ CEMCO #3 FLASHING I z r EXTERIOR CEMENT PLASTER 0/ WIRE � Ili SCREED (MODIFIED) 0/ 6 WIDE N HARDSCAPE, SLOPE AWAY 1/4" = 1' 0" / LATH 0/ SILL W.R.B. 0/ SILL S.A.F. S.A.F. 0/ BASE PLATE 0/ ili \\\\ _____ _;,, li S.A.F. I USE 18" WIDE S.A.F. WHEN RECESS CONTINUOUS S.A.F. WALL CAP 1i - ;><;\ AT FINISH SLAB TYPICAL UV OTGALVANIZED 10" PROTECTION PENETRATING ELEMENT SEE MEP _ EXCEEDS 7". c9 i1i li a ° ° ° d° d° TALL SHEET METAL AND/OR OTHER CONSTRUCTION DOCUMENTS TO IDENTIFY / \ -- / / SLOPE (SHIM) PLYWOOD SUBSTRATE AND EXT. CEMENT PLASTER FINISH _______ li li ° SET CEMCO #66 CASING BEAD IN ° PENETRATING ITEMS \ ��i / \ _ AT 14 DEGREES (3: 12) 14 ° SEALANT AGAINST CEMCO #3 1/2" THICK ASPHALT SATURATED I EXTERIOR CEMENT PLASTER 0/ WIRE CEMCO #66 EXPANDED FLANGE EXPANSION STRIPS d °a ° — — — — — I /L BASE PLATE ANCHORS BY RAILING LATH 0/ W.R.B. °d d CASING BEAD 0/ W.R.B 0/ S.A.F. I=III—III—III—III—III—III— = SEALANT AND BACKER ROD; ALL FABRICATOR, FILL PRE -DRILLED � SIDES 1i HOLE WITH SEALANT IMMEDIATELY 1i � i DECK OR EXTERIOR i PER PLAN ° CONCRETE SLAB PER � STRUCTURAL DRAWINGS ° —III—III=III—_ I� / PRIOR TO SETTING BASE PLATE li — — — SIDE CORRIDOR d d ° _ — d — BELOW GRADE WATERPROOFING. I -III —III —III —III —III —III—= WIRE LATH 0/ W.R.B. 0/ COLLAR 0/ 9" / / / i _ _ DECK OR ili %� CORRIDOR SIDE EXTERIOR CEMENT PLASTER 0/ a° °° a —III= = = = = —� EXTEND MIN. 6" ABOVE SILL I -III —III —III —III —III —III— - WIDE NAIL ON FLASHING SIDE � i ° ° WIRE LATH 0/ W.R.B. � � a EXTERIOR CEMENT PLASTER 0/ WIRE WALL FRAMING PER STRUCTURAL ° Q Z/8" k —III—III—III—III—III— - LATH 0/ W.R.B. TUCKED UNDER Ii EXTERIOR CEMENT PLASTER 0/ WIRE DRAWINGS; 2x8 MAXIMUM ALLOWED ° °=III=I I=III=III=III=III=I > 6" T 12" MAX FLASHING BEHIND CONTROL JOINT EXTERIOR LATH 0/ W.R.B. SHEATHING MAY OCCUR — — — — i0 W.R.B. 0/ 9" WIDE NAIL ON FLASHING 0/ W.R.B WALL FRAMING PER STRUCTURAL SIDE WALL FRAMING PER STRUCTURAL 7 I I DRAWINGS DRAWINGS. STUD D WALL AT HARDSCAPE L i 3/4" WHEN SHEATHING OCCURS, - 1-1/4" WHEN NO SHEATHING IS REQUIRED. Nt WALL FRAMING PER STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SEE DETAILS 4 - CEMCO #3 CEMCO #66 WALL PENETRATION W/ COLLAR 24 SILL AT WALL RECESS 20 RAILING @ STUCCO WALL CAP 16 STUCCO WALL CAP 12 WOOD TO CONC. CTRL JOINT 8 EXTERIOR PLASTER SCREED 4 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 r C) 1`11— U Q z Q Q z Q w U) 111 r L0 06 LO 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,y,T �G \���R �� ���A No. C29795 RENEWAL DATE AUGUST 31, 2023 �F CAS\ License Stamp EXTERIOR WALL FLASHING DETAILS AT STUCCO AD-51 00 N C) 1 r C) 00 C) COPYRIGHT U - WALL FRAMING PER EXTERIOR CEMENT PLASTER 0/ WIRE STRUCTURAL DRAWINGS ;- III I II II LATH 0/ W.R.B. ' - SHEATHING MAY OCCUR SHEATHING MAY OCCUR FRAMIDNG l 2x SOLID BACKING REQUIRED WHEN -� - I 2x SOLID BACKING REQUIRED IW / SHEATHING NOT PROVIDED WHERE - AT S.A.F. WHEN SHEATHING it S.A.F. IS REQUIRED. NOT PROVIDED - I I EXTERIOR WALL SCUPPER FLASHING I CEILING FRAMING PER COLLAR %� „ - \ / STRUCTURAL DRAWINGS it /� I WIRE LATH 0/ W.R.B. 0/ 9" WIDE S.A.F. 0/ SCUPPER FLASHING COLLAR i� �E�OE�I�G ExoP - t \/ EXTERIOR CEMENT PLASTER 0/ T P PS %' 9 W.R.B. 0/ S.A.F. 0/ JAMB l WIRE LATH 0/ W.R.B. I I SEALANT AND BACKER ROD, 4 SIDES I I �, �' I / \ S.A.F. 0/ CEMCO #121>< N ' SOFFIT DRIP 0/ CORNER / \ EXPANDED METAL LATH H FORTIFLEX -- = J FIELD VERIFY a w a� iI i-' C z Z U i l 8 SOFFIT DRIP, EXTEND 1" \ / / PAST OPENING (� Uw_ uJ� a-0-04 �8' Q (D - l EXTERIOR l X\ DECK A D51 I U ILL — — — — 1„ O _ 7 W.R.B. SIDE / \ SIDE — N U EXTERIORII - I I DECK I / / \ \ WIRE LATH 0/ W.R.B. 0/ 9" WIDE SIDE I SIDE II ---------------- S.A.F.O/SOFFIT DRIP O/W.R.B. � 4 I WALL SCUPPER I I $ w , �Q I Q w IMPERVIOUS SURFACE STOP, HEIGHT > LU Ili — — U) VARIES WIRE LATH 0/ W.R.B. 0/ SCUPPER JAMB SOFFIT DRIP, EXTEND 2" PAST FLASHING COLLAR 0/ 9" WIDE S.A.F. FRAMI 6 FORTIFIBER FORTIFLEX 6" OPENING it O/ W.R.B TO BE APPLIED II l STRETCHED OVER AND I LINE OF IMPERVIOUS ACROSS CORNER SURFACE li II li II II I � � 5 CONTINUE JAMB 18" WIDE - 21 - 17 - 13 S.A.F. LAYERS TO TOP OF Z I OPENING LAPPING SUCCESSIVE LAYERS BELOW A MINIMUM 2" i WALL FRAMING PER STRUCTURAL \ _IT DRAWINGS I K TI B — — SHEATHING MAY OCCUR I I - UNp I I FR I l EXTERIOR CEMENT PLASTER 0/ WIRE LATH 0/ W.R.B. 0/ JAMB 4 JAMB S.A.F. EXTERIOR DECK S.A.F. SIDE 1 F SIDE 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT T, G.S.M. FLASHING METAL °� l I it li PROVIDED l FOLD LINE (UP) it Ii CORNER BEAD PROVIDE 3/16" ROLLED OR ANGLED l Q" STUCCO GROUND EDGE TO PERMIT W, PLASTER TO KEY UNDERNEATH THE d EDGE FOR ADDED ADHESION W I I FOLD LINE (UP) COLLAR OPENING TO BE 1" TALLER d i AND WIDER THAN SCUPPER TO \ ALLOW 1/2" WIDE SEALANT JOINT TO WALL SCUPPER O3 SILL S.A.F. INTEGRAL 7/8" STUCCO SCREED ALL FOUR SIDES N L � � � PE JAMB \ KING — — — — — EXTERIOR WALL SCUPPER FLASHING COLLAR ""r- S.A.F 0/ SILL S.A.F. 0/ GSM � � JAMB ` SADDLE FLASHING \ EXTERIOR SIDE SLOPE (SHIM) PLYWOOD SUBSTRATE l \ I 22- 18- 14 I AND EXT. CEMENT PLASTER FINISH '14 J 00 - SLOPE n GSM CORNER 14 DEGREES SADDLE FLASHING (3 12) II W.R.B. 0/ JAMB S.A.F 0/ SILL S.A.F. 0/ GSM CORNER SADDLE FLASHING 0/ SILL BIB FLASHING 0/ W.R.B. 6 v ll 11 JAM RAMING - ll CO G.S.M. FLASHING METALff l 4" ;l X VVI[)T EXTERIOR DECK II \` 3 7/ g SIDE SIDE I 4" �0 1 SILL BIB FLASHING 1v KIr PROVIDE 3/16" ROLLED OR ANGLED PER PLAN L O/ W.R.B., INSTALL I STUCCO GROUND EDGE TO PERMIT ON BOTH SIDES OF S FIE PLASTER TO KEY UNDERNEATH THE WALL OPENING i EDGE FOR ADDED ADHESION DECK OR R p Y b = FPTN o EXTERIOR I PER PLAN CORRIDOR W O SIDE SIDE UJ o /g W0 r 140F� pF i; EXTERIOR CEMENT PLASTER 0/ WIRE a ��� (3, 12RFFS LATH 0/ W.R.B. C/) ° I SHEATHING MAY OCCUR I IMPERVIOUS SURFACE STOP, HEIGHT o WALL FRAMING PER STRUCTURAL VARIES DRAWINGS; 2x8 MAXIMUM ALLOWED INTEGRAL 7/8" STUCCO SCREED WALL SCUPPER SILL `� FRAMING INTERIOR / DECK SIDE It , A \ - 23 - 19 - 15 DECK SCUPPER 11 EXT. WALL OPENING FLASHING 3 - 24 - 20 - 16 - 12 - 8 EXTERIOR PLASTER SCREED 4 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 1 TF i T_ C) N Q U Q z Q Q z Q U) w U) w T_ LO 06 LO T_ 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 ARr ,A No. C29795 RENEWAL DATE AUGUST 31, 2023 sgTF OF C Ail \ License Stamp EXTERIOR WALL FLASHING DETAILS AT STUCCO AD-51 01 Z Q J 1r n LL N N O N 1 O 00 0 COPYRIGHT U STEP 1O "L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGS 5/8" GYPSUM WALLBOARD FINISH AND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES. T71 I I CORNER FLASH (BEYOND) STEP02 FLASHING PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT AND FASTEN THROUGH 2-HR RATED WALL PER PLAN — 5/8" GYPSUM WALLBOARD FINISH 5/8" GYPSUM WALLBOARD FINISH THE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS. 1-HR RATED WALL PER PLAN FACTORY FINISHED WINDOW STEP PLACE DOOR - PLACE THE DOOR IN THE ROUGH OPENING. PLUMB, SQUARE, AND SHIM THE DOOR, FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL SET IN CONTINUOUS SEALANT THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS. FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL ___________ _ _____ APPLY LOW EXPANSION FOAM STEP@ JAMB S.A.F. ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF JAMB, ADHERING TO THE ROUGH SHEATHING MAY OCCUR SHEATHING MAY OCCUR SHEATHING MAY OCCUR ALL FOUR SIDES OF WINDOW FRAMING AND DOOR JAMB. ALIGN EDGE OF S.A.F. TO INSIDE OF DOOR FRAME JAMB .THE S.A.F. SHEATHING MAY OCCUR I W.R.B. 0/ BUTTERED SEALANT 0/ SHALL OVERLAP THE "L" METAL AND PAN FLASHING AND EXTEND 12" ABOVE THE HEAD ROUGH 2x SOLID BACKING REQUIRED AT Q I / I NAILING FLANGE 0/ WINDOW SETTING OPENING. PRIME SUBSTRATE AS REQUIRED BY S.A.F. MANUF. S.A.F. WHEN SHEATHING NOT 2x SOLID BACKING REQUIRED AT / I I 2x SOLID BACKING REQUIRED 1 1 2x SOLID BACKING REQUIRED — SEALANT 0/ SILL PAN S.A.F. 0/ CORNER -------- --- --- STEP 5 HEAD S.A.F. -ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGH PROVIDED S.A.F. WHEN SHEATHING NOT I AT S.A.F. WHEN SHEATHING I1 AT S.A.F. WHEN SHEATHING FLASHING 0/ DOOR HEAD S.A.F. OPENING AT EACH END. ALIGN THE BOTTOM EDGE OF THE S.A.F. WITH THE BOTTOM OF THE DOOR PROVIDED I NOT PROVIDED I I i NOT PROVIDED S� FRAME HEAD. I i 3-COAT STUCCO SYSTEM 0/ METAL LATH 0/ W.R.B. 0/ 5/8" TYPE "X" DENS / Ili 3 COAT STUCCO SYSTEM 0/ METAL I 3-COAT STUCCO SYSTEM / I 3-COAT STUCCO SYSTEM Ii � i s: 7 3-COAT STUCCO SYSTEM 0/ METAL 3 12 LATH 0/ W.R.B. STEP 5A PLASTER MOULD. - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. PLASTER GLASS GOLD EXTERIOR SHEATHING LATH 0/ W.R.B. 0/ METAL LATH 0/ W.R.B. (1 0/ METAL LATH 0/ W.R.B. ( MOULD SHALL ALIGN WITH INSIDE EDGE OF DOOR FRAME. PLASTER MOULD SHALL BE BACK PRIMED. / I / I S( 7 W.R.B. 0/ 9" WIDE WEEP S.A.F. 0/ III I HEADER PER STRUCTURAL I I � � APPLIED FOAM TRIM; SEE STEP 6A CEMCO #3 - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE SCREED 2" PAST HEADER PER STRUCTURAL / I / HEADER PER STRUCTURAL I1 2 CEMCO #12 SOFFIT DRIP 0/ W.R.B. I I I I EXTERIOR ELEVATIONS THE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD WITH SEALANT. I I W.R.B. 0/ 9"WIDE WEEP S.A.F. I I NOT REQUIRED IF THE DOOR IS PROTECTED BYA MINIMUM 30" DEEP EAVE OR SOFFIT THAT IS I W.R.B. 0/ S.A.F. 0/ #6 HEAD DRIP l i W.R.B. 0/ S.A.F. 0/ #6 HEAD DRIP III CEMCO #12 SOFFIT DRIP; EXTEND I I 0/ CEMCO #3 FLASHING SCREED I W.R.B. 0/ SILL PAN S.A.F. (WEEP S.A.F.) I 0/ CEMCO #3 FLASHING SCREED 0/ J WITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF DOOR. Ij S( APPLIED FOAM TRIM MAY OCCUR, III SL \� � 2" PAST OPENING I � S� 0/ DOOR HEAD S.A.F. — DOOR HEAD S.A.F. Z STEP 6B WEEP S.A.F. -ADHERE 9"WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2" 12 1 SEE EXTERIOR ELEVATIONS 12 1 APPLIED FOAM TRIM MAY OCCUR, Z — SEE EXTERIOR ELEVATIONS I 1 3; APPLIED FOAM TRIM; SEE _ _ _ — �— g CEMCO #3 FLASHING SCREED, WHEN PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3. STEPO7 W.R.B. APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR. I CEMCO #6 HEAD DRIP I CEMCO #6 HEAD DRIP, EXTEND 1" PAST EACH SIDE OF DOOR FRAME r---J I — J � � I i EXTERIOR ELEVATIONS � / � REQUIRED BY DETAIL 3 THIS SHEET. - 66 WEEP S.A.F. ADHERE 0/ CEMCO #3 BOND BREAKERSTEP SET IN SEALANT OVER PLASTER MOULD II I BACKER ROD & SEALANT II — I APPLIED FOAM TRIM MAY OCCUR, — I I W.R.B. 0/ HEAD S.A.F I I CEMCO #3 FLASHING SCREED, WHEN LOW EXPANSION FOAM FLASHING SCREED. STEP@ CEMCO #3 -SET FLASHING SCREED IN II II - SEE EXTERIOR ELEVATIONS _ I � z REQUIRED BY DETAIL 3 THIS SHEET. APPLY WITHIN SHIM CAVITY SEALANT TO PLASTER MOULD HEAD. LOW EXPANSION FOAM I g SET IN SEALANT OVER PLASTER MOULD STEP(@ PLASTER MOULD - APPLY PLASTER APPLY WITHIN SHIM CAVITY PLASTER MOULD 0/ SEALANT 0/ MOULD TO DOOR FRAME ON 1 � — — — PLASTER MOULD 0/ SEALANT 0/ S.A.F. S.A.F. 0/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD �� R� CONTINUOUS SEALANT. 1 2" 1"01 1 2" BACKER ROD &SEALANT PLASTER MOULD 0/ SEALANT 0/ S.A.F. 0/ DOOR HEAD W/ BEAD OF 0/ DOOR FRAME HEAD � G STEP 5 HEAD S.A.F. HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE HOLLOW METAL DOOR FRAME SEALANT AT HEAD AND MOULD VERIFY FRAME DOOR AND FRAME PER DOOR O DOOR SHIM WIDTH WITH SCHEDULE "PEMKO" PER DOOR SCHEDULE "PEMKO" DOOR AND FRAME PER DOOR SCHEDULE DOOR AND FRAME PER DOOR HEAD WALL REQ'MT. I TN p DOOR SEAL S88D DOOR SEAL S88D SCHEDULE .:. OR APPROVED EQUAL OR APPROVED EQUAL FOR ADDITIONAL INFORMATION SEE DETAILS DOOR PER SCHEDULE VERIFY FRAME HEAD WIDTH WITH VERIFY FRAME HEAD WIDTH WITH DOOR PER SCHEDULE VERIFY FRAME HEAD WIDTH WITH HEAD VERIFY FRAME WIDTH WITH � G '\ r p NIN wl �� I �w TRANSOM WINDOW - DOOR 5 WALL REQ'MT. WALL REQ'MT. WALL REQ'MT. WALL REQ'MT. I° 41, FACTORY FINISHED WINDOW SET IN 2-HR RATED WALL PER PLAN 1-HR RATED WALL PER PLAN 5/8" GYPSUM WALLBOARD FINISH N, S FRAMING PER STRUCTURAL 5/8" GYPSUM WALLBOARD FINISH CONTINUOUS SEALANT FRAMING PER STRUCTURAL FRAMING PER STRUCTURAL \ I \ Iv 2x SOLID BACKING REQUIRED AT S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. FRAMING PER STRUCTURAL APPLY LOW EXPANSION FOAM ALL \ 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED FOUR FWINDOW\ OU SIDES S 0 WHEN SHEATHING NOT PROVIDED WHEN SHEATHING NOT PROVIDED 2x SOLID BACKING REQUIRED AT S.A.F. SHEATHING MAY OCCUR WHEN SHEATHING NOT PROVIDED 5/8" GYPSUM WALLBOARD FINISH SHEATHING MAY OCCUR 1/2" 1/2" HOLLOW METAL DOOR FRAME SHEATHING MAY OCCUR SHEATHING MAY OCCUR SHEATHING MAY OCCUR IN HOLLOW METAL DOOR FRAME IN PER DOOR SCHEDULE 4 1/2" MINIMUM DOOR AND FRAME PER DOOR DOOR SHIM DOOR AND FRAME PER DOOR PER DOOR SCHEDULE SCHEDULE DOOR AND FRAME PER DOOR SCHEDULE oGoy SCHEDULE I I T —_ — — —_ — — I —_ — — _— _ STEPO3 PLACE DOOR — — — — — — — — — J — — — — _ - --- -- -- ----- -- — — SECTION AA STEP0JAMB S.A.F F / I _ - — — — — _ DOOR SEAL "PEMKO" S88D OR — — — DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL --- --- — --- J� — — — FOR ADDITIONAL PLASTER MOULD 0/ SEALANT 0/ S.A.F. 0/ DOOR JAMB W/ BEAD OF — SEALANT AT JAMB AND MOULD � I ,I — — — — — — — — — — OUGH OPEN IN WIDTH PLUS 26'f APPROVED EQUAL 1/2 " WRAP S.A.F. INTO JAMB AND DOWN 0/ L PLASTER MOULD 0/ SEALANT 0/ S.A.F. 0/ DOOR JAMB W/ BEAD OF 1/4" PLASTER MOULD 0/ SEALANT 0/ S.A.F. 0/ DOOR FRAME JAMB INSTALLATION INFORMATION LOW EXPANSION FOAM - CN APPLY WITHIN SHIM CAVITY WRAP S.A.F. INTO JAMB AND DOWN 0/ "L" DOOR FLASHING PAN AND "L" METAL SEALANT AT JAMB AND MOULD AT WINDOW SEE DOOR FLASHING PAN AND METAL BACKER ROD & SEALANT BACKER ROD & SEALANT LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY DETAIL 1 JAMB S.A.F. DOWN 0/ DOOR FLASHING PAN AND "L" METAL — — — — H __ ---------- -------------- I W.R.B. 0/ CEMCO 4" J-SERIES AD 53 3-COAT STUCCO SYSTEM 0/ W.R.B. O/ CEMCO 4" J SERIES CASING BEAD 0/ S.A.F. CASING BEAD JAMB S.A.F. DOWN 0/ DOOR JAMB S.A.F. DOWN 0/ DOOR METAL LATH 0/ W.R.B. I 10 / CASING BEAD 0/ S.A.F. TO EXTEND UP TO DOOR HEAD FLASHING PAN AND "L" METAL FLASHING PAN AND "L" METAL I ;', STEP05 APPLIED FOAM TRIM MAY OCCUR, APPLIED FOAM TRIM MAY OCCUR, APPLIED FOAM TRIM MAY OCCUR, APPLIED FOAM TRIM MAY OCCUR, APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS ! HEAD S.A.F. I ADHERED SEE EXTERIOR ELEVATIONS SEE EXTERIOR ELEVATIONS SEE EXTERIOR ELEVATIONS SEE EXTERIOR ELEVATIONS JAMB STUCCO SYSTEM 0/ JAMB JAMB STUCCO SYSTEM 0/ JAMB 3-COAT STUCCO SYSTEM 0/ JAMB W.R.B. 0/ BUTTERED SEALANT 0/ I STEP@ 3-COAT METAL "X" 3-COAT STUCCO SYSTEM 0/ METAL 3-COAT NAILING FLANGE 0/ WINDOW I JAMB S.A.F. LATH 0/ W.R.B. 0/ 5/8" TYPE DENS 4 FOR ADDITIONAL INFORMATION SEE DETAILS GLASS GOLD EXTERIOR SHEATHING 4 FOR ADDITIONAL INFORMATION SEE DETAILS LATH 0/ W.R.B. OETAL LATH 0/ W.R.B. 3 sim FOR ADDITIONAL INFORMATION SEE DETAILS FOR ADDITIONAL INFORMATION SEE DETAILS METAL LATH 0/ W.R.B. FOR ADDITIONAL INFORMATION SEE SETTING SEALANT 0/JAMB S.A.F. DETAILS ROUGH PEN I ING WIDTH' EXTERIOR DOOR 221-HR EXTERIOR DOOR 18RECESSED DOOR 14 DOOR 10 MULLION DOOR -WIND W 6 102-HR OUTSWING DOOR DOOR DOOR I S P3 II �P ACE DO R DOOR FRAME WITH INTEGRAL STOP DOOR FRAME WITH INTEGRAL STOP DOOR FRAME WITH INTEGRAL STOP III FACE OF WALL BEYOND FACE OF WALL BEYOND FACE OF WALL BEYOND STEP02 INTERIOR FINISH FLOOR INTERIOR FINISH FLOOR INTERIOR FINISH FLOOR I !', FLASHING PAN FLOORING UP TO 1/4' THICK i �TTACH FLASHING PAf� THRESHOLD STOP, "PEMKO" 1842DS DOOR BOTTOM "PEMKO" 345D OR DOOR BOTTOM "PEMKO' 345D OR I AT VERTICAL SIDES ONL �k 4" OR APPROVED EQUAL SET IN APPROVED EQUAL APPROVED EQUAL LAP CONTINUOUS BEAD OR SEALANT I TYP * F. F. I J_ ----------- --------------------- W N — W CO co DOOR BOTTOM "PEMKO" 3452DV OR n Ol­- 00 � APPROVED EQUAL, SEAL TO DOOR 1111� 00 2 O > X o m Q Q "PEMKO" 282D 1/4" ELEVATOR X Q IMPERVIOUS SURFACE > X Q 00 o °° > Q IMPERVIOUS SURFACE AD 55 J o m �� * IMPERVIOUS SURFACE AD 55 LAP TYP B STEP02 PAN FLASHING* - SOLDER ALL JOINTS. cn O AD 55 O WHEN "L" FLASHING HAS LESS THAN A 2" * O * iv SLOPE PER PLAN * o SLOPE PER PLAN " o " VERTICAL RISE BETWEEN THE DECK AND o X iv PAN, CONSTRUCT PAN AND "L" FLASHING AS INTEGRAL ONE PIECE. COORDINATE N z X N W PAN DEPTH AND LIP HEIGHT WITH EACH SPECIFIC THRESHOLD, FABRICATE PAN N j 411 TO MAXIMIZE DEPTH YET ELIMINATE �q THRESHOLD ANCHOR PENETRATIONS THROUGH THE PAN. THRESHOLD PAN SET IN STEP@ "L" FLASHING* THRESHOLD PAN SET IN CONTINUOUS BEADS OF THRESHOLD PAN SET IN CONTINUOUS BEADS OF SEALANT CONTINUOUS BEADS OF 411 G'yo SEALANT SEALANT "PEMKO" 158D OFFSET SADDLE SET IN A "PEMKO" 274D SADDLE SET IN SEALANT PER MANUFACTURER "PEMKO" 158D OFFSET SADDLE SET SEALANT PER MANUFACTURER 3 THRESHOLD ANCHORS, DO NOT IN SEALANT PER MANUFACTURER \ PENETRATE FLASHING FLASHING PAN d 3 THRESHOLD ANCHORS, DO NOT 3 THRESHOLD ANCHORS, DO NOT PENETRATE FLASHING PAN "PEMKO" 183D 1/4" ELEVATOR PENETRATE FLASHING PAN p��1P 1pl, ES - 23 - 1 9 00 fHH T DOOR DOOR T� DOOR FRAME WITH INTEGRAL STOP DOOR FRAME WITH INTEGRAL STOP SECTION BB III FACE OF WALL BEYOND FACE OF WALL BEYOND * COAT GSM "L" AND PAN FLASHING WITH PROTECTIVE MEMBRANE AT INTERIOR FINISH FLOOR INTERIOR FINISH FLOOR WOOD DECKS PER DETAIL 8/AD-55 FLOORING UP TO 1/4" THICK FLOORING UP TO 1/4" THICK DOOR BOTTOM "PEMKO" 345D OR DOOR BOTTOM "PEMKO" 345D OR DOOR FLASHING PAN INSTALLATION 3 APPROVED EQUAL, SEAL TO DOOR APPROVED EQUAL, SEAL TO DOOR W.R.B. WEATHER RESISTIVE BARRIER (W.R.B.), TWO -PLY WEATHER TEX BY FORTIFIBER * BUILDING SYSTEMS GROUP. SUPER JUMBO TEX 60 MINUTE BUILDING PAPER OVER w W WEATHERSMART HOUSE WRAP. S.A.F. SELF ADHESIVE, HEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.) 0 g O 2 THRESHOLD STOP, "PEMKO" 1842DS _ _ _ _ FORTIFIBER FORTIFLASH OR APPROVED EQUAL. ADHERE S.A.F. TO CLEAN, DUST W W O W 0 OR APPROVED EQUAL SET IN FREE BACKING USING CHEMICALLY COMPATIBLE MATERIALS AND/OR PRIMERS. o > � CONTINUOUS BEAD OR SEALANT PROVIDE SOLID WOOD BACKING OR SHEATHING BEHIND ALL AREAS TO RECEIVE x> Q Q 00 HARDSCAPE Qco FINISH SELF ADHESIVE, HEALING FLASHING. * 0 co O N � O - FLASHING MULTI -LAYERED COMPOSITE POLYOLEFIN FLASHING 12" WIDE (U.N.O.) x SLOPE PER PLAN �0 0 I FORTIFIBER MOISTOP NEXT OR APPROVED EQUAL I I GSM FLASHING GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM 26 GA. N z a d a I I d BONDERIZED GALVANIZED SHEET METAL WITH SOLDERED JOINTS U.N.O.. STUCCO _N I ° "PEMKO" 158D OFFSET SADDLE SET ° a a °° ° ° ACCESSORIES SHALL BE CEMCO WATER MANAGEMENT SERIES, 25 GA. MATERIAL 7t a a° I a a IN SEALANT PER MANUFACTURER a a PEMKO„ SADDLE SET IN SEALANT WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED EQUAL, UNLESS d ° ° I I ° PER MANUFACTURER NOTED OTHERWISE. a° a THRESHOLD PAN SET IN CONTINUOUS ° a a BEADS OF SEALANT a a a CORNER FLASH CORNER FLASHING MEMBRANE WITH A RUBBERIZED ASPHALT CORE d41 TLS LABS. GS 100 SERIES OR APPROVED EQUAL Q J ° _ "PEMKO" 183D 1/4" ELEVATOR 4a BOND BREAKER POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN CONCRETE ANCHOR, PROVIDE CONCRETE ANCHOR, PROVIDE ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG FLASHING. INTERIOR ° EXTERIOR THREE ANCHORS MINIMUM INTERIOR CORRIDOR THREE ANCHORS MINIMUM 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 METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE MAINTAINED AS SUCH. SEALANT ® POLYURETHANE SEALANT FORTIFIBER MOISTOP SEALANT OR APPROVED EQUAL. AT A MINIMUM, EXPOSED SEALANT SHALL BE CHECKED ANNUALLY AND MAINTAINED PER MANUFACTURERS RECOMMENDATION TO MAINTAIN A WATER TIGHT SEAL. FOR ADDITIONAL INFORMATION SEE DETAILS 4 D FOR ADDITIONAL INFORMATION SEE DETAILS 3 4 NOTE: CAULK ENDS OF THRESHOLDS, AND UNDER FULL LENGTH OF LEGS TO DOOR FLASHING PAN TO MAINTAIN WATER TIGHT INSTALLATION. - 24 - 20 UNIT DOOR @ BALCONY/ DECK 16 UNIT DOOR @ BALCONY/DECK 12 UNIT PRIMARY DOOR @ INT. CORRIDOR 8 NOTES 4 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 1 TF i r C) N Q U Q z Q Q z Q U) w w U) F_ ICT LO r L0 015 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 ARCh,�T ,A No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF C A� License Stamp EXTERIOR DOOR FLASHING DETAILS AT STUCCO AD-5200 Z ^J L.L r I-n V ILL N N C) N r C) 00 O COPYRIGHT U ° G d p Q p 4 p d d p4 ° d p p p CONCRETE WALL WITH 3/4" CHAMFER d p ON ALL EDGES OF OPENING, TYPICAL 4 ap p ° p d d p ° d p Q p d p CONCEAL CONCRETE FRAME d ° d p d a p ATTACHMENT, DIMPLE FRAME AND p APPLY BONDO OVER FASTENER a d p d p Q d p d p p d d p I I p SEALANT AND BACKER ROD d d DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL DOOR PER SCHEDULE UL RATED 16 GA. FACTORY PRIMED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE, GROUT SOLID INTERIOR EXTERIOR - 21 - 17 - 13 - 9 - 5 C.M.U. WALL PER PLAN GYPSUM BOARD AT FURRED WALL CONDITIONS —�� F-1 L SEALANT AND BACKER ROD _ — DOOR SEAL "PEMKO" S88D OR APPROVED EQUAL /4' — DOOR PER SCHEDULE UL RATED 16 GA. FACTORY PRIMED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE, GROUT SOLID INTERIOR EXTERIOR - 22 - 18 - 14 - 10 - 6 HOLLOW MTL DOOR @ CONC/CMU 2 - 23- 19- 15- 11 - 7 - 3 - 24- 20- 16 - 12 - 8 - 4 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 EtD 7� SOT C AK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 u Q z Q Q z Q U) 1= w w U) w LO 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. D ARC y�TF No. C29795 RENEWAL DATE TFAUGUST 31, 2023 O F License Stamp EXTERIOR DOOR FLASHINIG DETAILS AD-5201 r♦ u r c 0 c COPYRIGHT U 1-HR RATED WALL PER PLAN FRAMING PER STRUCTURAL SHEATHING MAY OCCUR HEADER PER STRUCTURAL SEALANT AT FRAME TO WALL N ? LABELED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED LABELED 60 MIN. DOOR PER DOOR SCHEDULE VERIFY FRAME WIDTH WITH WALL REQ'MT. FOR ADDITIONAL INFORMATION SEE DETAILS 4 - 21 - 17 - 13 - 9 - 5 1-HR INTERIOR DOOR 1 2-HR RATED WALL PER PLAN FRAMING PER STRUCTURAL SHEATHING MAY OCCUR HEADER PER STRUCTURAL SEALANT AT FRAME TO WALL iv ? LABELED HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE 1/ ' 1 2" SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED LABELED 90 MIN. DOOR PER DOOR SCHEDULE VERIFY FRAME WIDTH WITH WALL REQ'MT. FOR ADDITIONAL INFORMATION SEE DETAILS 4 - 22 - 18 - 14 - 10 - 6 2-HR INTERIOR DOOR 2 1-HR RATED FIRE PARTITION PER PLAN FRAMING PER STRUCTURAL SHEATHING MAY OCCUR HEADER PER STRUCTURAL LOW EXPANSION FOAM APPLY IN SHIM CAVITY WOOD FRAME CASING, APPLY SEALANT AT WALL 20 MIN. WOOD DOOR FRAME SMOKE AND DRAFT CONTROL AS SPECIFIED OR SCHEDULED LABELED 20 MIN. DOOR PER DOOR SCHEDULE CORRIDOR VERIFY FRAME UNIT INTERIOR WIDTH WITH INTERIOR WALL REQ'MT. W fn o2i 0 W "PEMKO" 2746D SADDLE x o m Q SET PER MANUFACTURER - 23 - 19 - 15 - 11 - 7 � o FLOOR ABOVE CORRIDOROR FLOOR p N � �► THRESHOLD "C" "PEMKO" 183D 1/4" ELEVATOR 3 THRESHOLD ANCHORS W 02i Of F O W "PEMKO" 274D SADDLE SET X o m PER MANUFACTURER Q - O FLOOR 1/8" ABOVE w p CORRIDOR FLOOR THRESHOLD "B" "PEMKO" 183D 1/4" ELEVATOR W 3 THRESHOLD ANCHORS 02 O W 00"PEMKO" 274D SADDLE SET Q PER MANUFACTURER Q O FLOOR LEVEL WITH CORRIDOR FLOOR 7� r THRESHOLD "A" 3 THRESHOLD ANCHORS - 24 - 20 - 16 - 12 - 8 20-MIN. CORRIDOR UNIT ENTRY DOOR 4 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 DAK INVESTMENTS 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 i 0 z Q 2 H 7- 0 N Q U Q z Q Q z Q U) 1= w w w r Lid 06 r 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 ARCyZT �0 ��A No. C29795 RENEWAL DATE AUGUST 31, 2023 s�gTF OF CA�-\� License Stamp INTERIOR DOOR DETAILS AD-5202 z J r� V ILL N N O N 1 r C) 00 COPYRIGHT U BASE HEAD FLASHING: 9 GSM DRIP FLASHING W/ CLOSED 12" WIDE SAF -EXTEND 1" HEAD FLASHING: LEGEND BEYOND JAMB FLASHING ENDS (SOLDER SEAMS) 11 12" WIDE SAF O/ WRB WEATHER RESISTIVE BARRIER 10 DRIP FLASHING FORTIFIBER 60 MINUTE SUPER JUMBO TEX SAF SELF ADHERED FLASHING 3" BEYOND FORTIFIBER FORTIFLASH 25 MIL U.N.O. --- THE WINDOW FLANGE --------------------------- _ -- -- -- -- TOP AND BOTTOM . 1 ---- ----- ------- - _ NOF NAIL ON FLASHING ------- -- __- _ _ MIN 12" WIDE SOLID BACKING ALL ---- - - - - -- -- - - - - -- ---- FORTIFIBER MOISTOP NEXT 1" BELOW -- --------------------------- - FOUR SIDES OF ALL OPENINGS --------- -- . PREPARE SUBSTRATE PER TOP OF HEAD -_- - _ __ _ SEALANT FORTIFIBER MOISTOP SEALANT FLASHING AND SUBSTRATE FLASHING - ------------------ __------ -- ---- MANUFACTURER'S INSTRUCTIONS - - --- ---- GENERAL NOTES 4" 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. 6" 12 PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" PROVIDE WRB PER CODE 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 LEVEL --- - _ _ FRAMING SILL WITH CONTINUOUS SUPPORT. --- _ 4. SUBSTRATES SHALL BE CLEAN, DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO --`- FLASHING APPLICATION. 1" MIN PAST BASE SILL '- -- FLASHING ,f ---------------- --- ----------------- S 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. 6 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO 2 SEALANT: 3 8 SECURE FLASHING. 4 5 CONT. 3/8" BEAD OF 7 SEALANT ON BACKSIDE NOTE: DETAIL BASED ON FORTIFIBER'S SILL FLASHING: SILL CORNERS W/ SILL WRAP: OF WINDOW FLANGE INSTALL WINDOW JAMB FLASHING: BASE JAMB HIGH PERFORMANCE WINDOW FLASHING 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 12" WIDE NOF - EXTEND SEALANT PER MANUF. 9" WIDE SAF 40 MIL FLASHING: (PLACE SEALANT ON 6" WIDE SAF OVER WINDOW SYSTEM W/ SILL CORNERS - 12" BEYOND R.O. EA. GUIDELINES COMPLETLY COVER 9" WIDE NOF OUTBOARD EDGE OF FLANGE AND BASE JAMB SEE MANUF. INSTALLATION GUIDELINES FOR 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THE SIDE - FASTEN AT TOP (MOISTOP CORNER R.O. SILL AND SHIELDS FLANGE OR ALONG FLASHING MORE DETAILED INFO. SELF -ADHERED FLASHING AS REQUIRED BY MANUFACTURER. EDGE ALONG R.O. SHIELD) AND 3" MIN DOWNLEG PREPUNCED HOLES 10. NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF. - 21 - 17 - 13 WINDOW FLASHING 5 11. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW STUD WALL i', STUD WALL 4 STUD WALL I I STUD WALL STUD WALL j SHEATHING AS OCCURS II ''' SHEATHING AS OCCURS II '' SHEATHING AS OCCURS Ij SHEATHING AS OCCURS SHEATHING MAY OCCUR 3-COAT STUCCO SYSTEM II Ih, Ih, I; 0l METAL LATH 01 WRB COMPOSITE METAL PANELS li' VERTICAL CORRUGATED METAL PANEL ON FURRING CHANNELS ICI FIBER CEMENT SIDING 0/ WRB FIBER CEMENT SIDING 0/ WRB INSTALL PER MANUF. DETAILS INSTALL PER MANUF. GUIDELINES INSTALL PER MANUF. GUIDELINES I II I II 4 ' n GAP PER SIDING MANUF. - DO NOT CAULK GAP PER SIDING MANUF. - DO NOT CAULK APPLIED FOAM TRIM S I _ SEE EXT. ELEVATIONS DRIP FLASHING 0/ HARDIE TRIM ; ; DRIP FLASHING 0/ HARDIE TRIM I - - APPLY LOW EXPANSION FOAM ALL a FOUR SIDES OF WINDOW I I', GAP PER MANUF. ' I'' DO NOT CAULK I I', GAP PER MANUF. ' I'' DO NOT CAULK FIBER CEMENT TRIM 0/ WRB INSTALL BOND BREAKER AT STUCCO TO DRIP PER MANUF. GUIDELINES - SEE EXT. FLASHING ELEV. FOR MORE INFO. I DRIP CAP I I', i i DRIP CAP i _i DRIP FLASHING - EXTEND �„ CLOSED ENDS 1" PAST WINDOW BACKER ROD AND SEALANT FRAME EA. SIDE BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT: _ APPLY LOW EXPANSION FOAM ALL FOUR FACTORY FINISHED WNDW J APPLY LOW EXPANSION FOAM ALL FOUR t'J APPLY LOW EXPANSION FOAM ALL FOUR 7 ���" t APPLY LOW EXPANSION FOAM ALL FOUR r� SIDES OF WINDOW t'''S" rz t''S' SEE WINDOW FLASHING DETAIL SIDES OF WINDOW SIDES OF WINDOW SIDES OF WINDOW 5 li FACTORY FINISHED WNDW - SEE WINDO FACTORY FINISHED WNDW - SEE WINDOW FACTORY FINISHED WNDW - SEE WINDOW III FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL FLASHING DETAIL FLASHING DETAIL ;; FLASHING DETAIL 5 5 ED 5 - 22 WINDOW HEAD (COMP. MTL.) 18 WINDOW HEAD (CORR METAL) 14 WINDOW HEAD (VERT SIDING) 10 WINDOW HEAD (HORZ SIDING) 6 WINDOW HEAD (STUCCO) 2 INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH STUD WALL STUD WALL STUD WALL STUD WALL STUD WALL FACTORY FINISHED WNDW - FACTORY FINISHED WNDW - SEE WINDOW FLASHING FACTORY FINISHED WNDW - SEE WINDOW FLASHING FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL SEE WINDOW FLASHING DETAIL 5 DETAIL 5 DETAIL 5 ---------------------------- ----------------- -- - -- ------------- ---------------------------- ------------------------- - - -- - -- - -- - - -- � ------- _______ ________ _____----- --- LL BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT APPLIED FOAM TRIM SEE EXT. ELEVATIONS FLASH CLOSURE TRIM FIBER CEMENT SIDING AND TRIM 0/ FIBER CEMENT SIDING AND TRIM 0/ WRB - INSTALL PER MANUF. 3-COAT STUCCO SYSTEM 0/ METAL LATH 0/ WRB COMPOSITE METAL PANELS VERTICAL CORRUGATED METAL PANEL 0/ WRB 0/ SHEATHING WRB - INSTALL PER MANUF. GUIDELINES - SEE EXT. ELEV. FOR GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. MORE INFO. SHEATHING AS OCCURS SHEATHING AS OCCURS SHEATHING AS OCCURS SHEATHING AS OCCURS - 23 WINDOW JAMB (COMP. MTL.) 19 WINDOW JAMB (CORR METAL) 15 WINDOW JAMB (VERT SIDING) 11 WINDOW JAMB (HORZ SIDING) 7 WINDOW JAMB (STUCCO) 3 FACTORY FINISHED WNDW FACTORY FINISHED WNDW FACTORY FINISHED WNDW - SEE WINDOW FLASHING I FACTORY FINISHED WNDW - FACTORY FINISHED WNDW - SEE WINDOW FLASHING DETAIL 5 SEE WINDOW FLASHING DETAIL 5 DETAIL 5 SEE WINDOW FLASHING DETAIL 5 SEE WINDOW FLASHING DETAIL 5 WI BACKER ROD AND SEALANTW� BACKER ROD AND SEALANT BACKER ROD AND SEALANT �w� L L8 BACKER ROD AND SEALANT "bi ?, I LJ SILL CLOSURE TRIM FLASH CLOSURE TRIM -- — — —— , I — — — — —— ------ I SL I I I 7 I t t COMPOSITE METAL PANELS i VERTICAL CORRUGATED METAL ' FIBER CEMENT SIDING AND TRIM 0/ WRB INSTALL PER MANUF. FIBER CEMENT SIDING AND TRIM 0/ PANEL C/ WRB 0/ SHEATHING I I GUIDELINES - SEE EXT. ELEV. FOR WRB INSTALL PER MANUF. i ' MORE INFO. GUIDELINES - SEE EXT. ELEV. FOR MORE INFO. II ii J I I II i Iy' APPLIED FOAM TRIM I1 SEE EXT. ELEVATIONS SHEATHING AS OCCURS SHEATHING AS OCCURS SHEATHING AS OCCURS', SHEATHING AS OCCURS WRB BOND BREAKER SHEET 01 SAF 0/ NOF i STUD WALL STUD WALL STUD WALL STUD WALL STUD WALL 3-COAT STUCCO SYSTEM 0/ METAL LATH 0/ WRB - 24 WINDOW SILL (COMP. METAL) 20 WINDOW SILL (CORR METAL) 16 WINDOW SILL (VERT SIDING) 12 WINDOW SILL (HORZ SIDING) 8 WINDOW SILL (STUCCO) 4 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]_ [ TQrA� K I��ri_..J•l•��iV •1yJ 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ 0 N Q U Q z z Q U) F_ w w U) w T_ 1.0 06 T_ 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,� �G R�A No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CW\ License Stamp WINDOW DETAILS (FLUSH CONDITION) AD-53 N C) 1 r C) 00 C) COPYRIGHT (c LEGEND WRB WEATHER RESISTIVE BARRIER STEP 13 RECESSED OPENING DRIP (AT STUCCO) STEP 8 WINDOW STEP 5 SAF END DAMS TLS CORNER FLASHING NOTES FORTIFIBER 60 MINUTE SUPER JUMBO TEX SAF SELF ADHERED FLASHING • FORTIFIBER FORTIFLASH 25 MIL U.N.O. 6 J_ PROVIDE SAF BRIDGE TLS 100 SERIES o U) "B" PIECE NOF NAIL ON FLASHING = w PIECE AT DEEP RECESS F�GT FORTIFIBER MOISTOP NEXT 0- w WEATHER BD. LAP WITH A pIEq N OF o AND B PIECES CE C WEATHER BD. LAP SEALANT ® FORTIFIBER MOISTOP SEALANT SAF A AND B PIECES CUT LINE NOTE: SAF END DAMS (8"x8" SQUARES o GENERAL NOTES 1" OR LARGER AS REQUIRED) WRAP F-��y Architecture + Planning INTO CORNER OF RECESS FRAMING o� AND FRONT WALL COVERING THE �'F�, 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. 17911 Von Karman Ave. CEMCO #12 4 4 SEAM OF THE GS "A" & GS "B" PIECES `ass F�P T(P• cy�? PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. Suite 200 SOFFIT DRIP �I�. TLS 100 SERIES 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" Irvine, CA 92614 EDGE 0/ SAF ¢ A PIECE GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. ktgy.com 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL DEPTH OF LENGTH OF COMBINE WITH 949.851.2133 RECESSED OPENING WINDOW FLASHING TLS 100 SERIES TLS 100 SERIES FRAMING SILL WITH CONTINUOUS SUPPORT. WINDOW INSTALLED ON CONTINUOUS BEAD OF RECESS PIECE "A" PIECE NUMBER "B" PIECE NUMBER SEALANT - APPLY SEALANT TO WINDOW FLANGE 4. SUBSTRATES SHALL BE CLEAN, DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO KTGY Project N o . 2017-0934 MOUNTING SURFACE PRIOR TO INSTALLATION. 2" 2" GS 102A GS 100B FLASHING APPLICATION. SEALANT BEAD TO BE 8" TO 2' AND LOCATED TOWARD 4" 1 3 1/2" GS 100A GS 1006 OUTSIDE EDGE OF FLANGE OR ALONG PRE -PUNCHED 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. Project Contact: Debbie Holland SAF 0/ DRIP HOLES. WET SEALANT SQUEEZE -OUT TO OCCUR 6" 6" GS 106A GS 100B METAL CONTINUOUSLY AROUND WINDOW FLANGE. PROVIDE 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. Email: dholland@ktgy.com ADDITIONAL WET SEALANT AND CONTINOUSLY 8" 8" GS 108A GS 100B VERIFY MANUFACTURER REQUIREMENTS. BUTTER SEALANT 0/ WINDOW FLANGE -EXTEND SILL SAF SAF END DAM 12" 12" GS 112A GS 100B — — — —_�______________ BUTTERED SEALANT MIN. 1" BEYOND EDGE OF 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO Principal: Wi I Wong FLANGE - EDGES OF WINDOW FLANGE, HOLES, 1. FOR WINDOW RECESSES LESS THAN 12" BUT NOT LISTED ABOVE USE A SECURE FLASHING. Project Designer: FASTENERS, ETC., SHALL NOT BE VISIBLE GS 100 SERIES "A" PIECE THAT IS JUST LONGER THAN THE DEPTH OF THE g D. Schoolmeester WINDOW RECESS. THIS PIECE CAN BE CUT TO SIZE. MINIMUM LAP PER 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. Project Director: Debbie Holland DIAGRAM ABOVE 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT WITH THE ADHESIVE SIDE OF THE 2. IF RECESS FRAMING IS DEEPER THAN 12" - BRIDGE GS "A" PIECE TO GS SELF -ADHERED FLASHING AS REQUIRED BY MANUFACTURER. Developer "B" PIECE WITH SAF MEMBRANE. WEATHER BOARD LAP MATERIALS. TOOLED SEALANT AT BRIDGE PIECE TO BE 40 MIL SAF AT SILL, 25 MIL AT HEAD 10. NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUF. EDGE OF END DAM 11. NO NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE WINDOW RECESSED OPENING E D O A K tNV1"S"1' AL:N i'S SHEATHING MAY OCCUR 4199 CAMPUS DRIVE INTERIOR FINISH IRVINE, CA 92612 STEP 14 APPLY WRB PER CODE STUD WALL PHONE NO. (714) 342-2502 I I' 3-COAT STUCCO SYSTEM 0/ METAL LATH 0/ WRB APPLIED FOAM TRIM St SEE EXT. ELEVATIONS STEP 9 "B" PIECE @ UPPER CORNERS STEP 1 BIB & SEALANT II BOND BREAKER AT STUCCO TO DRIP FLASHING 2X WALL FRAMING SLOPE SHELF 9 STEP 6 WINDOW FLASHING 3:12 MIN. (N 12" WIDE NOF BIB - ' M FASTEN ALONG TOP UJ Q EDGE ONLY APPLY LOW EXPANSION 1 FOAM ALL FOUR SIDES U SEALANT AT UPPER CORNER OF WINDOW FACTORY FINISHED z SEALANT WNDW - SEE WINDOW FLASHING DETAIL Q 8 Q SOLID BACKING, TYP. z � O Q SILL NOF RECESSED WINDOW HEAD 2 2i F. INTERIOR FINISH ww SPLIT AND FOLD BACK STEP 2 "A" PIECE STUD WALL Q FLAPS OF B PIECE AT SHALLOW RECESSED U) CONDITIONS AS REQUIRED FACTORY FINISHED z WNDW - SEE WINDOW t FLASHING DETAIL CORNER FLASHING "B" PIECE SET IN SEALANT AND 8 SEALANT 0/APIECE OR w FASTENED -REMOVE BRIDGE PIECE EXCESS SEALANT 06 Lid STEP 10 "A" PIECE @ UPPER CORNERS e5GS 100 SERIES ..A.. PIECE' 4............................................................ -J CORNER FLASHING "A" --------- - - - -- �U-_ PIECE FASTENED TO z LOUOUTSIDE CORNER w J o STEP 7 SIDE WINDOW FLASHINGry J 6APPLIED FOAM TRIM SEE EXT. ELEVATIONS STEP 3 "B" PIECE No. Date Description H SPLIT AND FOLD BACK 3-COAT STUCCO SYSTEM G FLAPS OF B PIECE AT 0/ METAL LATH 0/ WRB M SHALLOW RECESSED W STEP 11 TOP FLASHING CONDITIONS U)GS 100 SERIES "B" PIECE RECESSED WINDOW JAMB 3 SET INTO CORNER (NOTE - r , REMOVE SQUEEZE -OUT v SEALANT AROUND EDGE LLJ OF "B" PIECE) I FACTORY FINISHED WNDW - SEE WINDOW LFLASHING DETAIL '�' 8 rLLWI JAMB NOF L 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 z 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 ' /� NOF HEAD FLASHING - with the work. The client will be responsible for any defects in construction if these v J SET OVER WINDOW SL procedures are not followed. STEP 4 SILL SAF MEMBRANE 3:12M/N. FLANGE c, p ARCy�� A N APPLIED FOAM TRIM N SET 40 MIL SILL SAF INTO SEE EXT. ELEVATIONS No. C29795 0 STEP 12 TOP FLASHING (SAF) RECESSED OPENING I RENEWAL DATE (CUT SAF AT R.O. AS ; AUGUST 31, 2023 N 9" REQ'D, TYP.), SAF TO BE STUD WALL �yJF O��\ O WRINKLE FREE LAP 1" MIN. 9" WRB BOND BREAKER SHEET 0/ of00 ONTO SILL SAF 0/NOF License Stamp Ip 11J 3-COAT STUCCO SYSTEM a' w �'I 0/METAL LATH 0/WRB WINDOW DETAILS z U) I' Q O w ti z w w INTERIOR FINISH (RECESSED0 o z Q O d _ O LU 0 o CONDITION) �z W LU SAF - SET ON TOP OF NOF RECESSED WINDOW FLASHING 8 RECESSED WINDOW SILL 4 AD-54 COPYRIGHT c GSM "L" FLASHING PRE -MADE GSM EDGE FLASHING 11 DOOR PAN FLASHING 6 CEMCO # 66 EXPANDED FLANGE CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION CEMCO # 66 EXPANDED FLANGE I I I 8 3-COAT STUCCO SYSTEM AD 51 0/ METAL LATH CORNER SHOP SOLDER ALL JOINTS/CUTS CASING BEAD. APPLY 0/ W.R.B. CASING BEAD INTEGRAL STUCCO SCREED BEYOND O5 CEMCO #7 EXTENDED FOUNDATION -SCREED WITH 1-1/2" EXTENSIO, IMPERVIOUS SURFACE STOP, HEIGHT "L" 1NALL EXTEND 1" PAST GSM FLASHING TO TOP OF IMPERVIOUS SURFACE �� 3 r\�4 GSM 1" FLASHING J� Pam' 8 I'� , IMPERVIOUS SURFACE, OVERLAP ����� o ` SEAM PAPER LATH ON THE FLASHING TO THE EDGE OF THE DECK SURFACE WALL FLASHING B _ SUBSTRATE \3 GSM DECK EDGE LAP WHERE OCCURS GSM EDGE FLASHING I N SLOPE SEE STRAIGHT LAP BELOW FOR l I� L / ADDITIONAL INFO. IMPERVIOUS \\-- _ _ = SURFACE PRE -MADE CORNER 3 BEDS OF SEALANT 1" APART \ / I \ / 20 1 20 SECTION A7 SEE SCUPPER DETAIL SADDLE FLASHING SADDLE FLASHING ONE PIECE SOLDERED SADDLE s21 FLASHING ��� ' S.A.F. �, W.R.B. Q2 12 3 15 10 EDGE MOUNTED LATH POST DECK EDGE EXT. GRADE RAIL FLASHING METAL PLYWOOD DECK SURFACE y ' A I J I /8' INTEGRAL STUCCO SCREED C.0 LAPPED GSM EDGE FLASHING 3 BEDS OF SEALANT 1" APART sG�s I J CONTINUOUS BEAD OF SEALANT d 4 AT OVERLAP SEAM GSM EDGE FLASHING I 1 DECK SHEATHING ' ���' PROFILE SECTION AT DECK SIDE OF SCUPPER STRAIGHT LAP 11 i DOOR PAN FLASHING i WAIL NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. - SADDLE FLASHING GSM 1" FLASHING LAPPED OVER CEMCO #7 EXTENDED FOUNDATION S.A.F. SCUPPER SCREED WITH 1-1/2" EXTENSION GSM EDGE FLASHING SCUPPER (DECK SIDE) PARALLEL W/ IMPERVIOUS SURFACE IMPERVIOUS SURFACE SLOPED PLYWOOD FEATHER PLYWOOD EDGE CONTINUOUS BEAD OF SEALANT AT EXT. GRADE PLYWOOD CRICKET, TYPICAL FLUSH WITH HORIZONTAL DECK EDGE PERPENDICULAR TO WALL OVERLAP SEAM 3 BEDS OF SEALANT 1" APART PRE-TREATMENT 0/ BASE COAT 0/ SURFACE TYPICAL AT ALL EXPOSED LOCATIONS INTEGRAL STUCCO SCREED 3 SIDES. GSM DECK EDGE METAL SEE PROFILE SECTION GSM "L" FLASHING SEALANT AT JOINT A N SUBSTRATE RUN METAL LATH TO EDGE OF THE DECK EDGE METAL a LU a IMPERVIOUS SURFACE PRE-TREATMENT 0/ BASE COAT 0/ "L" IMPERVIOUS — SURFACE STOP, SLOPE 4' EDGE METAL STOP HEIGHT 1/8" TO 0 0 m m SUBSTRATE PRE-TREATMENT 0/ BASE COAT 0/ GSM FLASHING 3" MIN. ABOVE ,% FOUNDATION SCREED FLASHING HEIGHT TO TOP OF 3/16 U) U) SLOPE GSM DECK EDGE METAL I SADDLE FLASHING IMPERVIOUS T — 1x2 WOOD NAILER SURFACE N GSM DECK EDGE METAL 0/ 3 COAT STUCCO SYSTEM 0/ METAL HORIZONTAL S.A.F. AND 0/ VERTICAL SADDLE FLASHING I LATH 0/ W.R.B. 0/ S.A.F. 0/ CEMCO #7 CASING BEAD SUBSTRATE 4S° SUBSTRATE SUBSTRATE 10" MIN. SUBSTRATE GSM DECK EDGE METAL �J \ �� � � i 3-COAT STUCCO SYSTEM 0/ METAL E E SLOPE SLOPSLOPE SLOP IMPERVIOUS SURFACE, OVERLAP LATH 0/ W.R.B. CEMCO # 66 EXPANDED FLANGE / LATH ON THE FLASHING TO THE EDGE SUBSTRATE l li CEMCO # 66 EXPANDED FLANGE CASING BEAD 0/ W.R.B. 0/ SADDLE FLASHING 0/ S.A.F. N OF THE DECK SURFACE SLOPE CASING BEAD 0/ W.R.B. 0/ S.A.F. 1" MIN. MAXIMUM SPAN BETWEEN 2 SCUPPERS / DRAINS IS 3-COAT STUCCO SYSTEM 0/ METAL % CEMCO #7 EXTENDED FOUNDATION r W.R.B. 0/ S.A.F. 0/ SOFFIT DRIP EDGE M 6 FOOT MAXIMUSP N THE LESSER OF 12 FEET 6 OOT MAXIMUM SPAN ROM WALL TO SCUPP F OM WALL TO DRAIN LATH 0/ W.R.B. SCREED WITH 1-1/2" EXTENSION TEFL or 2 TIMES THE DEPTH OF THE DECK PARALLEL W/ IMPERVIOUS SURFACE ,- ,, SHEATHING MAY OCCUR W.R.B. 0/ S.A.F. 0/ SOFFIT DRIP EDGE ��E� �Q 4 ��� ____------ CEMCO # 12 SOFFIT DRIP EDGE SCUPPER 14 8 WALL FLASHING DECK DRAIN 16 FACE OF EXTERIOR - FINISH I _ CEMCO # 12 SOFFIT DRIP EDGE, EXTEND 1" PAST OPENING WHEN APPLY SEALANT AFTER COMPLETION OF IMPERVIOUS SURFACE SYSTEM FINISH COAT N ,\ s - vQQEFL �� E�S�' �p�� �-Ay �� `r�o �``� EXTEND 1"PAST OPENING WHEN DECK EDGE IS FLUSH WITH WALL BEYOND. DECK EDGE IS FLUSH WITH WALL O�`�`�` �PQ REMOVABLE SOFFIT 3-COAT STUCCO CEILING SOFFIT 0/ NOTES: IMPERVIOUS SURFACE TO REMAIN A MINIMUM OF 2" BELOW THE PERIMETER WEEP SCREED. BEYOND ROOF DECK DRAINAGE, INCLUDING SECONDARY DRAINS, SHALL COMPLY WITH CBC SECTION 1503 AND THE CALIFORNIA PLUMBING CODE. SECTION A SECTION B SEE SCUPPER DETAIL. FOR ADDITIONAL INFORMATION SEE DETAILS 2 8 VENT FOR ADDITIONAL INFORMATION SEE EXPANDED METAL LATH DETAILS 2 20 1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS FOR ADDITIONAL INFO. ON SECTION A SEE DETAIL 10 FOR ADDITIONAL INFO. ON SECTION B SEE DETAIL 8 FOR ADDITIONAL REQUIREMENTS AND INFO. SEE DETAIL 2 - - - - SCUPPER TIE-IN 14 DECK EDGE METAL 10 sG�s s�o-o BUILD UP BASE COAT CRICKET WITH SADDLE FLASHING 9T F F` 1/4" RISE ON UP SLOPE SIDE PLI-DEK SEAM PAPER TO COVER EXT. WALL ASSEMBLY BEYOND PLYWOOD PANEL EDGE /JOINTS 6 CEMCO # 66 EXPANDED FLANGE WAIL 0 2 PIECE "C" SHAPED GSM "L" CASING BEAD, APPLY 0/ W.R.B. GSM "L" FLASHING FLASHING OVERLAP ASSEMBLY IN THE DIRECTION OF SLOPE "C" SHAPE SHALL BE PRE -MADE AND SOLDERED INTERIOR FINISH FLOOR �P P IJN� JN0 1 1 � OFFSET METAL LATH EDGES 6" MIN. FROM EXT. PLYWOOD SEAMS. DOOR AND THRESHOLD ASSEMBLY NOTE: PER DOOR SCHEDULE OVERLAP LATH 3/4" MINIMUM FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER, SEE DETAIL = CEMCO #7 EXTENDED FOUNDATION SCREED WITH 1-1/2" EXTENSION "WALL FLASHING" FOR TYPICAL REQUIREMENTS AT LAP. APPLY JOINT SEALANT AFTER COMPLETION OF IMPERVIOUS 5 CEMCO #7 EXTENDED FOUNDATION SURFACE SYSTEM FINISH COAT AND SCREED WITH 1-1/2" EXTENSION, i POST 3-COAT STUCCO SYSTEM 0/METAL PRIOR TO DOOR THRESHOLD EXTEND 1" PAST GSM 1" FLASHING (PER PLAN) LATH 0/ W.R.B. INSTALLATION 4 GSM 1" FLASHING � � � i GSM "L" i i W.R.B. 0/ S.A.F. 0/ FOUNDATION PRE-TREATMENT 0/ BASE COAT 0/ FLASHING �� SCREED FLASHING GSM 1 PIECE DOOR FLASHING PAN 4' 3 PRE -MADE CORNER GSM EDGE CEMCO #7 EXTENDED FOUNDATION °� FLASHING l li SCREED WITH 1-1/2" EXTENSION X 3 c0 �� 3 BEDS OF SEALANT 1 APART TO SEALANT TO OOZE OUT AND i BUTTERED AT JOINT _ I I PARALLEL W/ IMPERVIOUS SURFACE Q N GSM 1 PIECE DOOR FLASHING PAN AD 52 ih ih APPLY JOINT SEALANT AFTER SUBSTRATE RECEIVE "L" FLASHING i PRE -MADE CORNER GSM EDGE COMPLETION OF IMPERVIOUS SLOPE 3' FLASHING SURFACE SYSTEM FINISH COAT �� - EXT. PLYWOOD PANEL EDGE / JOINT, i L _ IMPERVIOUS SURFACE �o�� TYPICAL 2 ONE PIECE SOLDERED SADDLE %DECK SURFACE e� o o PRE-TREATMENT 0/ BASE COAT 0/ GSM "L" FLASHING �' STAPLE 1-1/2" O.C. ON OVERLAPPED LATH SEAMS FLASHING 5�� 5�0 o - 4" INIMUM IMPERVIOUS SURFACE LAPPED GSM 1" FLASHING 3 BEDS OF SEALANT 1"APART TO \��\ \ POST BASE PER EXT. GRADE PLYWOOD 3 BEDS OF SEALANT 1"APART STAPLE 2" O.C. AROUND PERIMETER W `� RECEIVE CORNER DECK EDGE ALL \ STRUCTURAL, GSM "L" 4" CONTINUOUS BEAD OF SEALANT AT `eQ FLASHING oe�`' " FLASHING SHALL LIE VERTICALLY FLAT FLOOR JOIST OR BLOCKING - INTERIOR EXTERIOR OVERLAP SEAM J05 AGAINST THE POST AND CONNECTION POST PER STRUCT. WALL EDGE LAP GSM "L" FLASHING NOTE: REFERENCE PLI-DEK SPECIFICATIONS FOR PROPER LATH INSTALLATION. 1 DECK SHEATHING \�� �\ POST BASE FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL 2 2 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. 1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS DECK EDGE PROTRUDING BEYOND EXTERIOR WALL SHEATHING MAY OCCUR - 3 POST FLASHING 15 DOOR PAN FLASHING 11 3-COAT STUCCO SYSTEM 0/ METAL 16 GA. STAINLESS STEEL SNAP IN LATH 0/ W.R.B. 6 CEMCO # 66 EXPANDED FLANGE COVER I 2x SOLID BACKING REQUIRED BEHIND CASING BEAD, APPLY 0/ W.R.B. SEALANT JOINT AROUND DRAIN S.A.F. WHEN SHEATHING NOT I PRIOR TO FINISH COAT I PROVIDED 5 CEMCO #7 EXTENDED FOUNDATION WALL �Pl p� I I GSM 1" FLASHING SCREED WITH 1-1/2" EXTENSION, GSM 1" FLASHING I l W.R.B. 0/ S.A.F. 0/ FOUNDATION EXTEND 1" PAST GSM 1" FLASHING 9- I SCREED FLASHING 0/ GSM 1"GALVANIZED, / SADDLE FLASHING GALVANIZED,BONDERIZED DRAIN DECK PLATE I FLASHING F, � �1 FLASHING 4 GSM 1" FLASHING CEMCO #7 EXTENDED FOUNDATION y O %L �9�ti I CEMCO #7 EXTENDED FOUNDATION I li SCREED WITH 1-1/2" EXTENSION WITH 1-1/2" EXTENSION PARALLEL W/ IMPERVIOUS SURFACE REMOVABLE DRAIN CAP MADE CORNER GSM EDGE GSM EDGE FLASHING 2 COAT ELASTOMERIC FINISH (GU80 TOP COAT AND GS88 PIGMENTED APPLY SEALANT AFTER COMPLETION SUBSTRATE OF IMPERVIOUS SURFACE SYSTEM I�PRE SEALER) FLASHING iv SLOPE FINISH COAT 60 MIL, 2-COAT PD RESIN FIELD DECK SURFACE P�� � PRE-TREATMENT 0/ REINFORCED IMPERVIOUS SURFACE. OVERLAP ��4" � ���� BASE COAT 3 BEDS OF SEALANT 1" APART ��oe� LATH ON THE FLASHING TO THE EDGE \ OF THE DECK SURFACE LATH 4" � PRE-TREATMENT 0/ REINFORCED � � � BASE COAT 0/GSM "L" FLASHING 3" o DECK DRAIN PLATE MIN. ABOVE FOUNDATION SCREED FLASHING 2 ONE PIECE SOLDERED SADDLE FLASHING �� 2" OR 3" EXT. GRADE PLYWOOD BRONZE NO HUB ADAPTER SWEAT -SOLDERED TO PLATE WALL s� DECK EDGE FLUSH WITH EXTERIOR WALL 5� DRAIN MANUFACTURER - THUNDERBIRD PRODUCTS, 800-658-2743, THUNDERBIRDPRODUCTS.COM REMOVABLE SOFFIT VENT FOR 2" DRAIN- PRODUCT BD2NH-B — DECK SHEATHING (NOT SHOWN IN DETAIL 1 ) FOR 3" DRAIN- PRODUCT BD3NH-B FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS 2 1 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAILS 2 SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) 20 DECK DRAIN 16 - 12 DECK TO WALL FLASHING 8 - 4 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 S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 TF No. O Q U Q z Q Q z Q U) I- w w U) F_ ICT LO T_ L0 015 T_ 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, ARrc No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF �F CAS\ License Stamp EXTERIOR IMPERVIOUS SURFACE (PLI-DEK) AD-55 N C) CN MU COPYRIGHT (� NOTE: CONFIRM ALL INSTALLATION CONC TOPPING SLAB SADDLE FLASHING REQUIREMENTS WITH THE TOP COAT IVVAL� �P P MANUFACTURER. WALE q DRAINAGE COMPOSITE GSM 1" FLASHING a ° G a p pp0 ° �CEMCO#7 EXTENDED FOUNDATION • O Op a 0000 SCREED WITH 1-1/2" EXTENSION c o aA pog ° A € p pppp O O O A O O e ppO00000Op 0O0O0 O0O0OpO / O SEALANT TO OOZE OUT AND BUTTERED AT JOINT CLEAN & DRY i GSM 1" FLASHING PRE -MADE CORNER GSM EDGE CEMCO #7 EXTENDED FOUNDATION i FLASHING �`� � PLYWOOD DECK FASTENER -PER STRUCTURAL SCREED WITH 1-1/2" EXTENSION r' DECK SURFACE CEMCO # 66 EXPANDED FLANGE j LAPPED GSM 1" FLASHING \ \ ���`� CASING BEAD 5 3 BEDS OF SEALANT 1" APART 6" POLYESTER REINFORCEMENT \ CONTINUOUS BEAD OF SEALANT AT SET INTO & COVERED OVER WITH OVERLAP SEAM FLUID APPLIED WATERPROOFING OVER ALL DECK JOINTS & \ \ WALL EDGE LAP GSM 1" FLASHING FASTENERS WALL , I \ \ II I NOTE: ALL FLASHING SEAMS AND LAPS SHALL BE INSTALLED AS TO NOT BUCK WATER. PRIME COAT II I B \\ II Q DECK EDGE PROTRUDING BEYOND EXTERIOR WALL - 21 - 17 EXT. WALKWAYS AT CORRIDORS 1 \ I X EXTERIOR PLASTER BONDARIZED DOOR PAN X W.R.B. FLASHING - WITH FULLY 1� 6" WIDE SELF ADHERED FLASHING INTERIOR x EXT. SOLDERED SEAMS - SEE AD-52.0 II 0/ WEEP SCREED AEI, x �� GALVANIZED WEEP SCREED W/ BONDARIZED'L' METAL WAIF GSM 1" FLASHING INTEGRAL SHIELD FLASHING FLASHING, SEE DETAILS 6 S.A.F. W.R.B. CONC. TOPPING SLAB SADDLE FLASHING A DECK SURFACE '� I CEMCO #7 EXTENDED FOUNDATION iil I ` SCREED WITH 1-1/2" EXTENSION 00 ° N SLOPE FINISH SURFACE AND SUBSTRATE PER PLAN 1 ° DRAINAGE MAT � � GSM EDGE FLASHING WATERPROOFING lI k--- DECK SURFACE d S 5v T 'L' 2 4 24 GA BONDARIZED FLASHING - SEE DETAIL L BONDARIZED WALL A�� WAIL 1/4" ISOLATION STRIP. REMOVE TOP 1/4" OF MATERIAL & FILL GAP W/ FLASHING HEEL - WITH 10 FULLY SOLDERED JOINTS - SEE HIV SEALANT MATCHING CONCRETE SADDLE FLASHING S.A.F. COLOR I X BONDARIZED WALL BONDARIZED OUTSIDE CORNER FLASHING - FLASHING HEEL -WITH 10 GSM EDGE FLASHING � � i FULLY SOLDERED JOINTS 10 WITH FULLY SOLDERED X I x SEE EDGE -TO -WALL \ JOINTS TRANSITION DETAIL �/ DECK EDGE PERPENDICULAR TO WALL DECK EDGE FLUSH WITH EXTERIOR WALL I X 1X DECK EDGE SEE DETAIL 3 x � Or1 BONDARIZED INSIDE � I x CORNER FLASHING - x REMOVABLE WITH FULLY SOFFIT VENT SOLDERED JOINTS - 22 - 18 SADDLE FLASHING ASSEMBLY (WALL FLASHING TO DECK EDGE METAL) 10 WALL TO DECK FLASHING 6 TYPICAL FLASHING TRANSITIONS 2 WOOD SHEATHING, PER STRL LAP WEEP OVER 24 GA BONDERIZED FLUID -APPLIED WATERPROOFING HEEL FLASHING WALL FLASHING HEEL 0/ T-BAR FLANGE. DO NOT COVER 7/8" WIDE WEEP HOLES 6 GALVANIZED DRAINAGE MAT DIVERTER W/ INTEGRAL STUCCO CONCRETE TOPPING, PER STRL 44, KEY- WELD TO HEEL EXTRUDED ALUMINUM "T" W/ 3/8" ----- -- IL ------- -- FLASHING DIA WEEP HOLES AT 12" O.C. ENSURE HOLES REMAIN CLEAR ---- --------------------- Eo FOR DRAINAGE - ------------------- ---- a _ °O ---------------------- --/ _ _ _ _ III / N I N � 6 / I� WOOD STUCCO KEY WRAP BA K, SOLDER AND II SCUPPER (1) PER SEAL GUI TER AT ENDS ll GUTTER, CENTER 1 SELF ADHERED FLASHING II UNDER T-BAR AND li 0/ CORNER DRIP SCREED 01�' xxxxxxxa<xxx>{xx II W.R.B OVER SAF xxx `�- ' _7 — EXTERIOR PLASTER 1011 SOFFIT DRIP 2 6_71— NOTES: 1 1/2 24 GA. GALV 2" WIDE x 2" REMOVABLE SOFFI VENT 1 ) REFER TO SMACNA STANDARDS FOR FASTENING & DEEP WATER TABLE OTHER REQUIREMENTS 2) PROVIDE FIELD MOCK-UP OF THIS DETAIL EXTEND FLASHING HEEL FLASHING, WELD TO HEEL DOWN 0/ CORNER DRIP FLASHING AND SLOPE 1/4" SCREED - 23 - 19 - 15 DECK EDGE AND GUTTER 3 FLOOR DRAIN DRAIN EXTENSION AS REQUIRED FOR DECK THICKNESS WALL ASSEMBLY BEYOND INTERIOR FINISH FLOOR TOPPING SLAB DOOR AND THRESHOLD ASSEMBLY PER DOOR SCHEDULE CLAMP RING DOOR FLASHING PAN 0/ DECK CORNER FLASHING 0/ FLASHING MEMBRANE. - i - GROUT SET CONCRETE TOPPING 0/ DRAINAGE WEEP OPENINGS MAT 0/ W.P. MEMBRANE � X N FLOOR FRAMING PER STRUCT. DWGS. DRAIN PIPE PER PLUMBING PLAN 4" INIMUM INTERIOR EXTERIOR W.P. MEMBRANE 0/ CORNER DECK FLASHING NOTES: AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION. 4 FOR ADDITIONAL REQUIREMENTS AND INFORMATION SEE DETAIL - 24 1- 20 - 16 - 12 DECK DRAIN 8 DECK FLASHING AT DOOR 4 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 Sig TF T_ C) Q U Q z Q Q z Q U) 1= w w U) w L0 06 LO 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. c D ARcy,T No. C29795 RENEWAL DATE AUGUST 31, 2023 OF CA_\ License Stamp EXTERIOR DECK W/ CONC. TOPPING SURFACE AD-56 N C) N 1 r C) 00 0 COPYRIGHT U ROOF FRAMING AND SHEATHING PER STRUCT. DRAWINGS, FRAMING AND S�pP�� ROOF SIDE - TOP OF PARAPET PER E ROOF SIDE TOP OF PARAPET PER PLYWOOD SUBSTRATE TO SLOPE AS 1' EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SHOWN ON ARCHITECTURAL ROOF 1 1 TPO ROOFING, UP BACK OF 3 3 PLAN (1/4": V-0" MINIMUM LOW PARAPET WALL AND 2 GSM "COPING" FLASHING - C -EXTERIOR CEMENT PLASTER ONTO TOP OF WALL. SEE • DETAIL I C 1x PLASTER STOP 0/ FLASHING CONTINUOUS 1/2" BEAD OF SEALANT 0/ W.R.B. ALL FOUR SIDES OF GSM "COLLAR" I FLASHING SCUPPER OPENING 2 SPECIFIED TPO ROOFING SYSTEM W.R.B. Architecture + Planning �I I V 17911 Von Karman Ave. GSM CONDUCTOR HEAD, PRIME AND l _(3 )GSM "INSIDE CORNER" FLASHING, LAP PAINT ROOF SIDE ROOFING AS DETAILED AND EXTEND Suite 200 el 6 2 TO TOP OF LOW PARAPET WALL I Irvine, CA 92614 INSERT CONDUCTOR HEAD INTO — METAL PANEL -INSTALL PER ktgy.COm DRAIN LEADER � _ �\ \ PARAPET FLASHING ASSEMBLY PART I MANUF. GUIDELINES 949.851.2133 2x SOLID BACKING REQUIRED — I 4 TPO ROOFING 0/ GSM "INSIDE KTGY Project N o : 201 7-0934 CORNER" FLASHING AND TPO GSM DRAIN LEADER SUPPORT BAND L= ROOFING SYSTEM PROVIDE AT FLOOR LINE AND AT Project Contact: 5 FLASHING, 2" MIN. LAP 0/ ROOFING Debbie Holland MID -FLOOR TYPICAL, 6' 0" O.C. MAX. CAP SHEET Email: dholland@ktgy.com ATTACH BAND WITH STAINLESS STEEL ,t gy,com SCREW WITH WATERTIGHT WASHER; PRE -DRILL AND FILL HOLE WITH CAULK 1, Principal: Wil Wong GSM DRAIN LEADER, PRIME AND Project Designer: D. Schoolmeester PAINT. SIZE AS INDICATED PER PLAN. SPECIFIED TPO ROOFING SYSTEM Project Director: Debbie Holland I I I TPO COVER STRIP I I Developer SCUPPE WIDTH PER ILAN GSM "SCUPPER AND OVERFLOW" FLASHING, SET IN PLY OF SEALING SCUPPER OPENING MASTIC SPECIFIED T.P.O. ROOFING SYSTEM 1 MECH. FASTENER SPACING AND E A LINE OF WALL FINISH TOP OF SCUPPER II\ VES 2" HIGH OVERFLOW ALIGNED WITH ATTACHMENT PER MANUF. `I MEN"1 S GSM "SCUPPER AND OVERFLOW" ROOF SIDE EXTERIOR SIDE HI -TEMP S.A.F. AT FASTENERS I FLASHING, ROOF SIDE PARAPET FLASHING ASSEMBLY PART II MINIMUM 5/8" EXTERIOR GRADE 4199 CAMPUS DRIVE W.R.B., TUCK UNDER FLASHING 3" PLYWOOD WALL SHEATHING BEHIND I MINIMUM. CONTINUE WEATHERBOARD ROOFING I RV I N E CA 92612 INSTALLATION ' 2 2 i INTEGRAL 7/8" STUCCO SCREED ALL PHONE NO. (714) 342-2502 FOUR SIDES, TYPICAL ' p�TN PER --­(6 )GSM "SPRING-LOK" g VERIFY �� + 1" 5" FLASHING, SEE DETAIL _ WIp TH I PLAN +RPE 41, I I - 7 9" WIDE S.A.F., PROVIDE SOLID �o ALIGN i BLOCKING BEHIND S.A.F. IF SHEATHING IS NOT REQUIRED a HIGHEST POINT OF ROOF HIGHEST POINT OF ROOF LEADER SIZE i I 77 SEE ROOF PLAN SEE ROOF PLAN PLUS 1" I L N r 8 ONE PIECE SOLDERED 12 i /� GSM "SADDLE" c EXTERIOR CEMENT PLASTER 0/ WIRE EQ 1/4" DRAIN EADER 1/4 EQ LEADER SIZE EQ PLUS 3/8" IT MAX.) i FLASHING, SEE DETAIL MINU ,/4' i � �/ LATH 0/ W.R.B. I I I I I I WALL FRAMING PER STRUCTURAL DRAWINGS O ROOF SIDE I` 5 j PENETRATION OPENING TO BE 1" PARAPET FLASHING ASSEMBLY PART III CV j WIDER AND TALLER THAN THE SHEATHING MAY OCCUR L _ _ _ _ L SCUPPER TO ALLOW 1/2" WIDE UJ < 9 GSM INTEGRAL WIDTH OFSCUPPER I SEALANT JOINT ON ALL SIDES OF U PL S2" I 1/4" 1/4" BETWEEN SCUPPER AND COLLAR STUCCO SCREED ALL 12 I FLASHING THREE SIDES, SEE DETAIL ROOF FRAMING AND SHEATHING PER Q STRUCTURAL DRAWINGS, FRAMING Z PROVIDE 1/4" ROLLED OR ANGLED 10 1x PLASTER STOP A A AND PLYWOOD SUBSTRATE TO SLOPE Q ELEVATION PROFILE STUCCO GROUND EDGE TO PERMIT \V V AS SHOWN ON ARCHITECTURAL ROOF 4 22 SCUPPER AND OVERFLOW GSM "COLLAR" FLASHING, PLASTER TO KEY UNDERNEATH THE 4 4 PLAN (1/4": 1' 0" MINIMUM) FOR ADDITIONAL INFORMATION SEE DETAIL EXTERIOR SIDE AWAY FROM ROOF EDGE ,\ FOR ADDITIONAL INFORMATION SEE DETAIL FOR ADDITIONAL INFORMATION SEE DETAIL z O() CONDUCTOR HEAD & DOWNSPOUT 22 GSM SCUPPER & OVERFLOW 14 PARAPET FLASHING, MTL. PANEL 6 PARAPET FLASHING, CAP SHEET 2 w / METAL STRAP WITH SCREWS 8" MIN. (TYP.) ROOF SIDE FACE OF PARAPET OR NOTES: / ao� GSM COPING FLASHING NOTES w ATTACHED TO ALLOW FOR �% CURB WHERE OCCURS 1. SEE PLUMBING DOCUMENTS FOR 11 GSM "COPING" FLASHING JQ �P��S 1. GSM "ROOF" FLASHING SHALL BE MOVEMENT OF PIPING SPECIFIED ROOF AND OVERFLOW EXTEND BACK TO GSM FABRICATED FROM G90 COATED ® DRAINS, DRAIN LEADERS AND "SADDLE" FLASHING, Q'oJ�� STEEL. Q ADDITIONAL INFORMATION NOT SEE DETAIL �' i 2. ALL FLASHING SEAMS, LAPS AND U) PIPE OR CONDUIT SHOWN HERE. ROOF SIDE i JOINTS SHALL BE SEALED. z 2. STEEL FLASHING CLAMP AND UNDER 3. CORNER COPINGS SHALL BE SHOP - DECK CLAMP SHALL BE USED ON ALL PARAPET FLASHING ASSEMBLY PART IV FABRICATED AND SOLDERED — q , , ROOF AND OVERFLOW DRAINS. i WATERTIGHT. 3. ROOFING MEMBRANE SHALL BE T 4. PROVIDE CONTINUOUS WOOD uJ EXTENDED UNDER STEEL FLASHING EXTERIOR CEMENT PLASTER 0/ WIRE .o � o-- �1 J/ �0IN S BACKING THAT IS SLOPED 1": 1'-0" TO LATH 0/ W.R.B. �'`�9 '�! `� �O N R � LO CLAMP. , B��o GsP� SIO ATE THE ROOF SIDE. o O O O O O O O O _ 4. OVERFLOW DRAIN SHALL BE FITTED 9�� oq� PP� o GE 5. EXTEND THE TPO ROOFING UP OVER Fv 0 O O o �� 20� E� I0'0 THE TOP OF THE WALL UNDER METAL LO 4x4 MINIMUM REDWOOD BLOCKING 1 O 0 0 O � 1 O 0 0 O � WITH 2" HIGH SOLID WATER DAM. T O 0�� O O 0�� O 5. WHEN ROOFING INSTALLATION IS i � ��T P COPING, TYP. �S 6. ON THE ROOF SIDE, COPINGS ARE SPACED AT 6'-0" O.C. -FIELD VERIFY \ Oa �� � COMPLETE, CONTRACTOR SHALL � \ � �coq FASTENED THROUGH OVERSIZED OR (2) DABS OF ROOF CEMENT PLACED \ �00� \ �00r INSPECT AND TEST ALL ROOF DRAINS i 'moo '� LO BETWEEN BLOCK AND PAD o _ _ i _ _ i TO ASSURE THAT DRAINAGE SYSTEM CORNER COPING LAP BUTT JOINT SLOTTED HOLES. V_ yy� (SPECIFIED) WALK PAD AT PIPES OR IS NOT CLOGGED. � � � SOLDER MITERED CORNERS 7. ON THE SIDE AWAY FROM THE ROOF, CONDUIT UP TO 1" DIAMETER OR 1/2" \ WATERTIGHT CLEATS FASTENED AT 18" O.C. WITH THICK RUBBER WALK PADS AS CORROSION RESISTANT FASTENERS. DISTRIBUTED BY THE MEADOWS CO. 8. FASTENERS ARE NOT ALLOWED AT oe- 9 & 10 PER GSM "COPING" FLASHING SLOPING HORIZONTAL SURFACES. AT PIPES AND CONDUITS GREATER P�a`�5 9. USE BUTT JOINT WITH BACKUP PLATE 1'-0" 2'-0" 1'-0" � ` THAN 1" DIAMETER. 2" HIGH SOLID WATER DAM AT JQ �' " 4'-0" OVERFLOW DRAIN ,� �' � B-Q AT COPING WIDTHS UP TO 18 . SEE PLAN i ,I `aP J� i ROOF SIDE VERIFY WALL WIDTH SIDE AWAY FROM SMACNA TABLE 3-1, JOINT J2 UNI-STRUT LAP ROOF MEMBRANE UNDER i SLOPE TOP OF THE ROOF 10. USE BUTT JOINT WITH COVER AND CLAMPING RING, TYPICAL COPING AT BACKUP PLATES AT COPING WIDTHS i 1": V-0" MINIMUM OVER 18". SEE SMACNA TABLE 3-1, SPECIFIED TPO ROOFING JOINT J5. _ SYSTEM ROOF SIDE EXTERIOR SIDE \ i / 0 v. 1/Z 0���$ cCIOw �� \ 7 22 GA. GSM CLEAT R 3�a.J / 4x �(P PP0�310 ATE M — & O5 WOOD BACKING PARAPET FLASHING COMPLETED ASSEMBLY E0, __(6 )STAINLESS STEEL SCREW WITH ROOF SHEATHING AND TRUSS PER NOTE: 3/8" 3/8" WATERTIGHT WASHER AT 24" O.C. No. Date Description Iff— STRUCTURAL DRAWINGS LAP ALL FLASHING AND THE WATER RESISTANT BARRIER IN WEATHERBOARD FASHION. COPING LAP BUTT JOINT GSM "COPING" FLASHING; USE 22 GA. 2 4 6 TO 12" COPING WIDTH, 20 GA. OVER M NOTE: 2x SUPPORT FRAMING AT ROOF DRAIN FOR ADDITIONAL INFORMATION SEE DETAIL 12" COPING WIDTH. SEE FLASHING W 1. NO FASTENERS SHALL PENETRATE THE ROOFING MEMBRANE. SECTION PRIMARY ROOF DRAIN ROOF OVERFLOW DRAIN DEPRESSION NOTES ABOVE. PIPE CONDUIT SUPPORT 23 ROOF DRAIN & OVERFLOW 15 LOW PARAPET FLASHING HIGH PARAPET WALL 11 GSM COPING FLASHING 3 U) @ �e 1-HR RATED WALL PER PLAN I U � PROVIDE 1/4" ROLLED OR ANGLED FRAMING PER STRUCTURAL HOLLOW METAL DOOR PER DOOR ' VERIFY EQUIPMENT SIZE AND COPING STUCCO GROUND EDGE TO PERMIT W SCHEDULE t __--------VERIFY REQUIRED CLEARANCES WITH WIDTH + 3/4" PLASTER TO KEY UNDERNEATH THE I PAINTED GSM STATIC AURA TYPE 2x SOLID BACKING REQUIRED AT S.A.F. i HOLLOW METAL DOOR FRAME ALL EQUIPMENT MANUFACTURER, EDGE U ATTIC VENT, SIZES AND LOCATIONS WHEN SHEATHING NOT PROVIDED ® \ i EQUIPMENT PER M.P.E. PLANS AS SHOWN ON THE ROOF PLAN 4 SIDES PER DOOR SCHEDULE ® � � CEMCO # 66 EXPANDED FLANGE 7 SHEATHING MAY OCCUR DOOR SEAL "PEMKO" S88D ALL 4 \ Y / MASON INDUSTRIES TYPE SR SPRING oo CASING BEAD Lz CORROSION RESISTANT SHEET SIDES, OR APPROVED EQUAL co N METAL SCREW, SEAL WATER TIGHT 2 HOLLOW METAL DOOR FRAME DOOR BOTTOM "PEMKO" 3452DV OR \ -�'_ J ISOLATOR HAVING 1" OF STATIC U) N J IN PER DOOR SCHEDULE -;� DEFLECTION. VERIFY QUANTITY AND W It is the clients responsibility prior to or during construction to notify the architect in writing APPROVED EQUAL, SEAL TO DOOR \== PLACEMENT REQUIRED. SET IN A BED of any perceived errors or omissions in the plans and specifications of which a contractor GSM "CURB" FLASHING MOUNTED "r OF SEALANT. Q 7/8" thoroughly knowledgeable with the building codes and methods of construction should METAL DOOR FRAME 4 SIDES �,�,; \ �� / -7-r J �� �� reasonably be aware. Written instructions addressing such perceived errors or omissions GSM COPING FLASHING �^ FLASHING FLANGE WITH DRIP, shall be received from the architect prior to the client or clients subcontractors proceeding v, PAINTED. THRESHOLD PAN SET �� �� �= ;; _ 22 GA. GSM "CAP" FLASHING, ALL with the work. The client will be responsible for any defects in construction if these IN CONTINUOUS BED SEAMS SHALL BE FLAT LOCK LENGTH OF ROOF SIDE LEG SHALL procedures are not followed. STAINLESS STEEL SCREW WITH I OF ROOF CEMENT - EXTEND DOWN TO GSM "SPRING-LOK" WATERTIGHT WASHER AT 12" O.C. SOLDERED 0/ ROOFING MEMBRANE FLASHING LAP BASE AND CAP SHEET SWEAT SHEET 0/ PLYWOOD �\ USED ARC, ,l U_ MINIMUM TWO PER SIDE 3" MIN. ONTO SILL PLATE w a GSM "SPRING-LOK" FLASHING 2x8 P.T. CURB ALL AROUND. I ° ° 'ofGSM INTEGRAL STUCCO SCREED �uR %?�O o a e ° ° m 2x PLATFORM FRAMING AND N ZO CONNECTIONS TO SUPPORTS BELOW „ N WALKING PAD m I N PER STRUCTURAL PLANS 6 No. C29795 0g RENEWAL DATE (V \ w �ERIF� i / AUGUST 31, 2023 SPECIFIED T.P.O. ROOFING SYSTEM c�� ° < SPECIFIED T.P.O. SYSTEM SOLID BLOCKING OR SHEATHING �'9/ DOOR SEAL "PEMKO" S88D OR REQUIRED BEHIND 1" MINIMUM AND F �F CAll- APPROVED EQUAL BEYOND COPING FLANGE. 0. z0 T.P.O. ROOFING INSTALL PER MANUF. ��- WRAP S.A.F. INTO JAMB AND DOWN 0/ a? ��'Pi License tamp Ip REQUIREMENTS. RUN UP AND OVER DOOR FLASHING PAN AND "L" METAL No CURB FLAT STOCK HOLLOWMEFLASHING LDOOR, THRESHOLD �� J TPO ROOFING DETAILS ROOF FRAMING AND SHEATHING PER JAMB ON HOLLOW METAL DOOR, TYP. ``� � � STRUCTURAL DRAWINGS, FRAMING BACKER ROD &SEALANT AND PLYWOOD SUBSTRATE TO SLOPE ROOF SHEATHING moo SLOPE TO MATCH 3 AS SHOWN ON ARCHITECTURAL ROOF W.R.B. 0/ 4" J-SERIES CASING BEADFRAMING, BLOCKING, ROOF TRUSS GSM "COPING" FLASHING, PLAN (1/4": V-0" MINIMUM) 0/ S.A.F. ROOF TRUSSES BY OTHERS woe ��� J 3 COAT STUCCO SYSTEM 0/ METAL Sao AND SHEATHING PER STRUCTURAL a i SEE DETAIL STAIR LANDING FRAMING PER CRICKET REQUIRED AT HIGH 16 PLANS 6" 2x SOLID BLOCK BETWEEN TRUSS LATH 0/ W.R.B. STRUCTURAL SIDE OF ROOF PLATFORM IF V TOP CHORD, BLOCK ALL AROUND WIDTH IS GREATER THAN 30" FOR ADDITIONAL INFORMATION SEE DETAIL 4 JAMB FIRE BARRIER AT EXIT ENCLOSURE - SEE PLAN FOR FIRE RATING VERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED GSM "SADDLE" FLASHING BLOCKING ATTIC VENT 24 DOOR AT ROOF 16 MECHANICAL PLATFORM 8 GSM "SADDLE" FLASHING & INTEGRAL STUCCO SCREED 4 AD-61 COPYRIGHT n 211 - ROOF BD. PER TPO MANUF. TPO ROOFING CASING BEAD GUTTER 24 GA. G.S.M. DRIP EDGE FLASHING S.A.F. EXTERIOR PLASTER 17 EAVE AT HIGH ROOF 13 TRANSITION AT STEP WHEN INSTALLED ON A SLOPE, THE HINGE SIDE MUST RUN PARALLEL TAN WITH THE SLOPE. IF SLOPE EXCEEDS N0009 30°, ADVISE FACTORY FOR MODIFICATION. CRICKET REQUIRED AT HIGH 16 SIDE OF ROOF PLATFORM IF WIDTH IS GREATER THAN 30" O I:ZiZ�li 3�a»:ill�l►•I/d1�111� I190I061819101W LAP OVER WALL PER MANUF. TPO ROOFING BILCO SINGLE LEAF ROOF ACCESS HATCH TYPE F-50T OR APPROVED EQUAL. 4' x 4' UNLESS NOTED OTHERWISE BIL-CLIP FLASHING SYSTEM IING SHALL BE 2" LARGER THAN )ENSER LINE 9 I CONDENSER LINE FLASHING SPECIFIED T.P.O. ROOFING SYSTEM 0/ / CONTINUOUS CANT. INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SLR ;SM "COPING" FLASHING 3 A-D61 PECIFIED T.P.O. ROOFING SYSTEM UT OPENING 1/2" WIDER THAN ONDENSER LINE PO CLAD "HOOD" FLASHING, JEATHER BOARD LAP WITH TPO OOFING MEMBRANE DIRE MESH SCREEN OVER VENT I IPENING EAL WITH ROOFING MANUF. ECOMMENDED ROOFING CEMENT TAINLESS STEEL SCREWS WITH JATERTIGHT WASHERS JSULATED CONDENSER LINES 11 SEALANT TO BE APPLIED AROUND AND BETWEEN TRASH CHUTE VENT AND TOP OF COUNTER FLASHING STAINLESS STEEL DRAW BAND 22 GAUGE GSM COUNTER FLASHING FIELD VERIFY DIMENSIONS AND CONDITIONS. SHOP FABRICATE AND SOLDER ALL SEAMS. GSM "COPING" FLASHING 0/ BUILT-UP ROOFING BASE SHEET AS PRESCRIBED BY SPECIFIED BUILT-UP ROOFING MANUF. SUBSTRATE TO SLOPE 1" : V-0", AWAY FROM VENT PENETRATION 1 FTsI t TRASH CHUTE VENT FRAMING, BLOCKING, ROOF TRUSS AND SHEATHING PER STRUCTURAL \ PLANS _V T.P.O. SYSTEM 0/ PLYWOOD SHEATHING AND PARAPET WALL o�F INSTALL PER MANUF. SPECS. A�_ 4ALLL Olz:�<e�P TTFIRE BARRIER AT SHAFT, SEE BUILDING PLAN FOR FIRE RATING VERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED www.bilco.com - 22 - 18 ROOF HATCH 10 TRASH CHUTE VENT CAP 2 ---------------------------- — �2" SQUARE G90 GALVANIZED w w UNI-STRUT RAILS, TYPICAL. RAILS Q co CENTERED ON COMPRESSOR N MOUNTING HOLES m w 0 a SLOPE PER PLAN 2X BLOCKING PER STRUCTURAL TRUSSES BY OTHERS FOR ADDITIONAL INFORMATION SEE DETAIL 4 SUPPORT POST PER STRUCT STEEL PLATE PER STRUCT SPECIFIED BUILT-UP ROOFING SYSTEM 0/ ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS; FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4": V-0" MINIMUM) � - �23� UNISTRUT @ROOF TROUGH �151 Za C w LL a o_J ix rn CRICKET SLOPE CONSTANT AT 1/4" : 12" ROOF SUBSTRATE SLOPE FLOW LINE ANGLE MIN. 1/4" : 12" 45' 3/8" : 12" 33.5° 1/2": 12" 26.5° 3/4" : 12" 18.5° ROOF DRAIN LOCATION PER PLAN FLOW LINE ANGLE MIN. SEE TABLE Q ABOVE czy/k, TFCo F��� ��NE CRr�kFrF<o CRICKET 0 CRICKET CRICKET SLOPE 1/4" : 12" Y � SLOPE 1/4": 12" SLOPE 1/4": 12" U -) v PLAN: PARAPET WALL CRICKET AT WALL SECTION A GREATER THAN V-8" CRICKET SLOPE 1/4": 12" PLAN: CRICKET AT ROOF PENETRATION PARAPET WALL 7 r__7�_ _ I I I I I I L _ J I I L — J SLOPE PER LAN I I I I I I I I L_ J L= HVAC COMPRESSOR PER MECHANICAL PLANS 2" SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. R CENTERED ON COMPRESSOF MOUNTING HOLES SLOPE PE ALPRPE ALPR N � * VERIFY EQUIPMENT SIZE Al * REQUIRED CLEARANCES WIT EQUIPMENT MANUFACTURER ` 2" SQUARE G90 GALVANIZED CRICKET, SLOPE 1/4" : 12" UNI-STRUT RAILS, TYPICAL. R CENTERED ON COM SPECIFIED T.P.O. ROOFING SYSTEM FOR ADDITIONAL INFORMATION SEE DETAIL 4 ROOF gpER �gV S�op� D U RA BLOCK ROOF FRAMING AND SHEATHING PER L___________________________ STRUCTURAL DRAWINGS, FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF 2 SQUARE G90 GALVANIZED UNI-STRUT RAILS, TYPICAL. RAILS PLAN (1/4": 12" MINIMUM) CENTERED ON COMPRESSOR MOUNTING HOLES CRICKET TO BE INSTALLED ON RIDGE SIDE OF ANY CHIMNEY OR PENETRATION GREATER THAN 30" AS MEASURED PERPENDICULAR TO THE ROOF SLOPE FLOW LINE MINIMUM ANGLE, SEE TABLE ABOVE CHIMNEY OR ROOF PENETRATION SLOPE PER PLAN 2X BLOCKING PER STRUCTURAL TRUSSES BY OTHERS SPECIFIED T.P.O. SYSTEM 0/ ROOF FRAMING AND SHEATHING PER STRUCTURAL DRAWINGS; FRAMING AND PLYWOOD SUBSTRATE TO SLOPE AS SHOWN ON ARCHITECTURAL ROOF PLAN (1/4" : V-0" MINIMUM) TROUGH Q x 1/2" THICK RUBBER WASHERS I B. 6" CARRIAGE BOLT. LENGTH AS MIRED. ?.,,I ] Its] ►a»:aA1Ixy:/.1►1NL11 CIFIED T.P.O. SYSTEM 0/ ROOF MING AND SHEATHING PER UCTURAL DRAWINGS; FRAMING 1 PLYWOOD SUBSTRATE TO SLOPE SHOWN ON ARCHITECTURAL ROOF N (1/4" : V-0" MINIMUM) 15 UNISTRUT SYSTEM VERIFY ATTACHMENT REQUIREMENTS WITH STRUCTURAL -PROVIDE FLASHING/WATER PROOFING AT ROOF PENETRATION SLOPE TO DRAIN PER PLANS ROOF FRAMING PER STRUCTURAL DRAWINGS NON-COMBUSTIBLE FRAMING 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 EI7 OAK INVESTMENTS S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 No. Date Description CH G W 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 with the work. The client will be responsible for any defects in construction if these v J procedures are not followed. S -D ARC1,11T LL N No. C29795 * C) RENEWAL DATE AUGUST 31, 2023 1 of � CA`\���� License Stamp o TPO ROOFING DETAILS FOR ADDITIONAL INFORMATION SEE DETAIL 4 - 24 - 20 - 16 ROOF CRICKETS 12 UNISTRUT SUPPORT 8 UNISTRUT / ROOF TROUGH 4 COPYRIGHT n AD-61 01 3-COAT STUCCO SYSTEM 0/ W.R.B. TRUSS HEEL MAY VARY SEE ROOF PLAN/ ELEVATIONS SHEATHING MAY OCCUR ROOF SHEATHING PER STRUCTUR 2X BACKING AT GALV. MTL. FLASHING ROOF UNDERLAYMENT LAP OVER WEEP SCREED'J' METAL 0/ Z BAR RIDGE OR HIP TILE EAVE RISER NAILER PER TILE MFG. BATTENS PER TILE MFGR. 26 GA. GALV. MTL. "Z" BAR FLASHING 2x BLOCKING 1 0/ S.A.F. PRIME & PAINT TO MATCH ROOF TILE - SEE ROOF PLAN - I SIDING INSTALL PER MFGR. ROOF TILE - SEE ROOF PLAN - I INSTALL PER MFGR. M 1X6 BACKER BOARD ROOF UNDERLAYMENT UNDER AND OVER NAILER STARTER BOARD ' CONCRETE'S' ROOF TILE L_ INSTALL PER MFGR. ROOF SHEATHING PER STURCTURAL EAVE RISER WITH WEEP HOLES PER ROOF TILE MFGR. BATTENS PER TILE MFGR. ROOF FRAMING EDGE DRIP METAL ROOF UNDERLAYMENT LAP UP WALL w J — ~ 3„ " 8MIN WEATHERBOARD LAP W/FIELD MAN RADIANT T Of ROOF FELT BARRIER � SEAMLESS ALUMINUM � PREFINISHED 4" OGEE GUTTER WHERE OCCURS, SEE ROOF PLAN 2x4 FASCIA BOARD PER ROOF PLAN 3-COAT STUCCO SYSTEM 0/ W.R.B. NOTES: 1. REFER TO TILE MFGR. SPECIFICATIONS FOR INSTALLATION OF TILE REQUIREMENTS W.R.B. ROOF SHEATHING & 2. PROVIDE NAILING AND WIND CLIPS PER MFGRS. INSTALLATION SHEATHING MAY OCCUR FRAMING PER STRUCT FRAMING PER STRUCTURAL 117 'S' TILE -ROOF TO WALL ROOF TILE-RIDGE/HIP 5 ROOF TILE-EAVE 1 3-COAT STUCCO SYSTEM 0/ W.R.B. 36" WIDE 72 POUND UNDERLAYMENT ROOF TILE - SEE ROOF PLAN CENTERED ALONG LENGTH OF INSTALL PER MFGR. VENT PIPE MIN. 26 GA, GALV, MTL SHEATHING MAY OCCUR VALLEY BATTENS PER TILE MFGR. COUNTER FLASHING W/ 2X BACKING AT GALV. MTL. FLASHING ROOF UNDERLAYMENT UNDER ROOF UNDERLAYMENT LEAD FLASH'G GASKET AT TOP, WEATHERBOARD LAP W/ VALLEY FLASHING WEAVE LAP DOWN BARGE BOARD 1" ROOFING, SEAL TO WEEP SCREED'T METAL 0/ Z BAR ACROSS VALLEY MIN. 12" EACH ROOF SHEATHING PER ROOFING TILE - SEE ROOFING W/ ROOFER'S SIDE STRUCTURAL ROOF PLAN MASTIC - PER CLASS 'A' 26 GA. GALV. MTL. "Z" BAR FLASHING 26 GA. GALV. MTL. VALLEY 1X6 FIRE RETARDANT TREATED ROOFING MFG. 0/ S.A.F. PRIME & PAINT TO MATCH FLASHING. INSTALL PER T&G WOOD STARTER BOARDS AT —RECOMMENDATIONS, I� STUCCO ROOFING MFGR. LAP ANY EXPOSED EAVES, FULL BODY JOINTS 6"MIN &SEAL. STAINED 1X6 BACKER BOARD f— RAKE SEAL INSTALL PER MFR. CY' ROOF TILE - SEE ROOF PLAN - NO SPECS. CONCRETE'S' ROOF TILE FASTENERS IN VALLEY FLASHING INSTALL PER MFGR. (NO NAIL EDGE METAL L PENETRATIONS INTO FLASHING PAN) 3x8 BARGE BOARD R OF PLAN SOLDER ALL I AROUND LEAD & COUNTER FLASH'G J SEALANT &BACKER ROD ,, u? MCB 2X4 FLAT AT 24" O.C. ROOF TRUSS RETURN (2) TRUSS BAYS PROVIDE 2X4 CRIPPLERS @ 24" \ \ O.C. FOR LATH SUPPORT AT PROVIDE SEALANT IN ROOF RAKE ENDS OR GABLE END SHT'G AROUND POLE TRUSS BATTEN EXTENDERS PER TILE MFGR DO NOT PENETRATE FLASHING PAN ROOF SHEATHING & FRAMING RADIANT BARRIER j LEAD FLASHING PER STRUCTURAL DRAWINGS ROOF UNDERLAYMENT LAP UP WALL 8" MIN. 3-COAT STUCCO SYSTEM (2) LAYERS MIN, 3011 ROOF ROOF SHEATHING 0/ W.R.B. FELT WEATHER BOARD MAN LAP W/ BASE FLASHING 26 GA. GALV. MTL. ROOF TO RAKE WALL �t 36 W.R.B. FLASHING PAN. NO PENETRATIONS TO SHEATHING MAY OCCUR OCCUR THROUGH FLASHING PAN FRAMING PER STRUCTURAL ROOF AND WALL FRAMING PER STRUCT. NOTE: NO PENETRATIONS TO OCCUR THRU VALLEY FLASHING 18 VENT THROUGH ROOF 14 'S' TILE -RAKE TO WALL 10 ROOF TILE -VALLEY 6 ROOF TILE -RAKE 2 REFER TO DETAIL 3 FOR ALL INFO. NOT SHOWN HERE. 5/8" GYP. BD. AROUND PERIMETER OF OPENING 0 �I BOTTOM CORD 2X3 BARGE BOARD OF TRUSS 1/2" PLYWOOD EO X_� 2X2 SPACER OPENING SIZE GYP. BD. CEILING 3/4' PER PLAN 3/4" PROVIDE GYP. BD. J-MOULD AT PERIMETER [GYP. OF OPENING BD. (THICKNESS TO MATCH CEILING GYP. BD.) ATTACH TO 1/2" PLYWOOD PROVIDE GYP. BD. 3-COAT STUCCO SYSTEM J-MOULD AT PERIMETER 0/ W.R.B. OF GYP. BD. PANEL i 19 15 NON -RATED ATTIC ACCESS 11 7 ROOF TILE -TIGHT RAKE 3 ROOFING AND ROOF ASSEMBLY PER MORTAR FILL PLAN AND DETAIL GAL. MET. CAP FLSH'G OVER HIGH TEMP S.A.F. 22" x 30" H.M. ACCESS I PANEL (2) 2X BLOCKING @ ACCESS PANEL FRAME CONDITION TPO MEMBRANE SEALANT "PLYCO" NO.W-1424 VENT. WEEP SCREED LOUVER INSERT 'T METAL 18 GA. GALV. MTL. FLASHING, ATTIC VENT LOUVER WITH PAINTED EXTEND PAN 2" PAST NON-COMBUSTIBLE METAL =- ROOF TRUSSES @ 24" O.C. EAVE CUT, TUCK BACK MESH SCREEN -1/6" TO 1/8" REFER TO STRUCTURAL UNDER PAN AND SEAL MAX w w — — 1 1/2" H.M. ACCESS PANEL o PROVIDE PERIMETER C„ J 26 GA GALV MTL ROOF WEATHER SEAL GASKETS N LATCH W/ TURN LOCK W TO WALL FLASHING PAN WITH NON-COMBUSTIBLE METAL CC NO PENETRATIONS TO EMBER RESISTANT MESH o OCCUR IN PAN SCREEN -1/6" TO 1/8" MAX = J o�_ r x= CV ROOF UNDERLAYMENT LZI LAP UP WALL PIANO HINGE 18 GA. GALV. MTL. SILL 3 SIM. FLASHING, PAINTED AD-52 EDGE METAL ATTIC ACCESS DOOR r (2) 2X BLOCKING @ ACCES PANELFRAME HEAT WELDED TPO MEMBRANE 2X FASCIA TPO ROOF MEMBRANE O/ 1/4" DENS DECK co 0/ 1" THICK APPROVED RIGID INSULATION 0/ PLYWOOD SHEATHING NOTES: GUTTER NOT SHOWN FOR CLARITY 201 161 RAKE TO WALL DIVERTER 121 ATTIC ACCESS PANEL 4 OF x 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 I RVI N E, CA 92612 PHONE NO. (714) 342-2502 T_ Q U Q z Q Q z Q U) w w U) w T_ L0 06 LO 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 ARC111,T No. C29795 RENEWAL DATE AUGUST 31, 2023 of CA\-\ License Stamp CONCRETE FLAT TILE ROOF DETAILS AD-61 02 z Q J V / ILL COPYRIGHT U INTERIOR FLOOR TOPPING VERIFY PER EXIT DISCHARGE FLOOR ASSEMBLY DETAIL DIRECTION 16 GA GALV. STEEL ANGLE STOP LEGS r Exit Discharge at 1st Floor EXIT DISCHARGE LEVEL TO MATCH THICkNESS OF FLOOR TOPPING SEE GUARDRAIL DETAIL FOR 1 1/2" SQ. X 16 GA STL TUBE HAND RAIL STAIR DIM. ADJACENT DECK EDGE CONDITION STAIR DIM. Stair 1 STAIR NUMBER ❑ BEYOND PRIME AND PAINT 4 5/8" PER PLAN PRIME AND PAINT EXPOSED FACE 4 1/2' PER PLAN 12 EXTENSION STAIR RAIL SYSTEM MATCH COMPONENTS VERIFY "ROOF ACCESS" OR o Roof Access INDICATED AT STANDARD GUARDRAIL PANEL DETAIL PRIME AND PAINT Lg TOP RISER PER STAIR TREAD FABRICATOR. Z TOP RISER W/ INTEGRAL CONTRASTING COLOR STRIPE PER PLAN CAST INTO "NO ROOF ACCESS" m BOLT ATTACHMENT THRU RISER FACE U p COUNTER SINK & PLUG WITH CEMENT TO O TREAD, DEPTH PER STAIR TREAD FLOOR LEVEL ILL MATCH RISER 11 FABRICATOR PARKING LEVELS TREAD PER STAIR PLAN TREAD PER STAIR PLAN SHALL BE PREFIXED Q 1" 2" 1" INTEGRAL CONTRASTING COLOR STRIPE Y' 2" 1" 3"X3" GI ANGLE, WELD TO EMBED AND II WITH "P" 11 AT TOP APPROACH AND BOTTOM TREAD, PAINT o TREAD AT INTERIOR STAIRS, ALL EXIT DISCHARGE LEVEL z N TREADS AT EXTERIOR STAIRS SHALL HAVE A RAISED I FIVE -POINT STAR Q \ Q < \� LD it r Access to Floors o �QQ �' y � � ° \ �� LU I \ T 1 Through 3 E FLOOR LEVELS � SERVED BY STAIR I STEEL PLATE AND a • •• •• �� �� �� GRADE 2 BRAILLE z RAIL EXTENSION (1'-0" + (1) TREAD 0 BOLTS AT END OF ° a BOLT ON STAIR TREAD, TYP •• •� •� •� •• •• Z AT BOTTOM RISER STRINGER FOR STAIR O ATTACHMENT TO LU CO LLJ m LANDING PER DESIGN BUILD ENGINEER CONC STRL SLAB 4" SPHERICAL OBJECT J INTERIOR FINISH PER STAIR PLAN �' THK EMBED PLATE 0 CANNOT PASS TYP. Q LENGTH TO MATCH STAIR p o o TREAD D Z = INTEGRAL CONTRASTING COLOR BOLT -ON TREAD ATTACHMENT o 0 STRIPE AT TOP APPROACH AND BOTTOM TREADCAST INTO TREAD NOTES: C') VERIFY TREAD ATTACHMENT W/ 1) 1" HIGH LETTERS SHALL HAVE 1/4' STROKES _ ❑ STL CHANNEL STAIR STRINGER PRIME AND PAINT CHANNEL END ELEV, TREAD FABRICATOR, TYP 2) 5" HIGH LETTERS SHALL HAVE 3/4" STROKES ` STL. CHANNEL STAIR STRINGER 3) SIGN SHALL COMPLY WITH CBC SECTIONS 1023.9 AND 11B-216 & 11B-703 \ Q PRIME AND PAINT ---� �, - 21 STAIR IDENTIFICATION SIGN 17 STAIR @ LANDING -TOP 5 STAIR @ LANDING -TOP 1 0 N I 3.9 ' RETURN ENDS TO WALL '--- '-- -- -- ` TY r it EXIT PROVIDE ON WALL AT EACH GRADE LEVEL EXTERIOR L- 1 1/2" DIAMETER o EXIT DOOR --- -- -1 �- \ HANDRAIL \ I I METAL HANDRAIL TO PROVIDE ON WALL AT EACH EXIT DOOR THROUGH A Q Lam- --- -- ----- o RETURN END TO WALL OR c� CONT TO ADJACENT RAIL � EXIT HORIZONTAL EXIT o z �_ BOLT ON STAIR TREAD 0 ___ ___ _, T METAL HANDRAIL BRACKET co Z� I ' 0 INTEGRAL CONTRASTING COLOR STRIPE, CAST INTO INTEGRAL CONTRASTING COLOR STRIPE O Q EXIT PROVIDE ON WALL AT EACH DOOR THAT LEADS DIRECTLY TO A ROUTE GRADE LEVEL EXTERIOR EXIT DOOR I -- -- -T � o \ Li STAIR DIM, \ PER PLAN TREAD, TOP AND BOTTOM STAIR DIM. PER PLAN PER PLAN CAST INTO TOP I_ � MANUF. CONC. STAIR TREAD AND i ,, INTEGRAL RISER BEYOND --- -, `L SPHERICAL OBJECT ` TREAD AT INTERIOR \ APPROACH AND BOTTOM r 4" STAIRS, EVERY TREAD AT 2" 1„ TREAD AT INTERIOR w > m EXIT EXIT PROVIDE ON WALL AT EACH EXIT DOOR THAT LEADS STAIR STAIR DIRECTLY TO A GRADE LEVEL EXTERIOR I ,- CANNOT PASS TYP. 00 I I I AND PAINT t EXTERIOR STAIRS \ 2" 11' STAIRS, ALL TREADS AT \ EXTERIOR STAIRS MIN 2x6 BACKING AT BRACKETS DOWN UP EXIT DOOR BY MEANS OF A STAIRWAY L-�Ir- --- -- -- -���F -' \ w z CO INTERIOR FLOOR \ w z GYP. BD. WOOD STUD WALL EXIT EXIT PROVIDE ON WALL AT EACH EXIT DOOR THAT LEADS RAMP RAMP DIRECTLY TO A GRADE LEVEL EXTERIOR �- --- --- _, \OS, I �i g \;� TOPPING VERIFY PER FLOOR 1111171 ASSEMBLY DETAIL � g \ DOWN UP EXIT DOOR BY MEANS OF A RAMP I m NOTE: LJr ___ -- --- - co z co w z LO NOTAN WHERE STAIRS CONTINUE BELOW THE LEVEL OF DISCHARGE EXIT PROVIDE ON DISCHARGE BARRIER GUARDRAIL, BALCONY RAILINGS, STAIR SYSTEMS, AND THEIR ATTACHMENTS WILL BE STRUCTURALLY DESIGNED BY A� J QUALIFIED LICENSED ENGINEER TO CONFORM WITH STRUCTURAL q I t � :2 7 � e REQUIREMENTS OF TABLE 1607.1 OF THE C.B.C. BY THE ' I r a a 0FABRICATOR O a co o GENERAL NOTES: NOTE; GRIND SMOOTH ALL WELDS PROVIDE WELD PLATE W/ ill O Q LIB 1. Finish and contrast shall comply with CBC Section 11 B-703.5.1 PRIME & PAINT ALL STEEL IMBEDS AT P.T. CONCRETE UNLESS OTHERWISE r ,i r ,li m � 2. Proportions shall comply with CBC Section 11 B-703.5.4 COMPONENTS. ALL FIELD WELDS TO BE GROUND APPROVED ` 11 as ° > 3. Character height shall comply with CBC Section 11 B-703.5.5 2" STRUCTURAL ENGINEER L ENGINEER SMOOTH PRIMED & PAINTED. O m 4. Raised characters and pictoral symbol signs shall comply with Q CBC Section 11 B-703.6 F.O. BEAM F.O. NOSING F.O. CONC F.O. NOSING 5. Braille shall comply with CBC Section 11B-703.3 STEEL PLATE PLATE LJ J r 6. Mounting location and height shall comply with CBC Section FOR STRINGER ATTACHMENT 5 1/2" STEEL PLATE PLATE 3"X3" GI ANGLE, WELD TO 5 1/2" CONC/CMU WALL 11 B-703.4.1 VERIFY FOR STRINGER _ VERIFY EMBED AND TREAD, PAINT ATTACHMENT HANDRAIL @ WALL 22 TACTILE EXIT SIGN 18 PRECAST STAIR - TYPICAL SIDE ELEVATION 10 STAIR @ INT. LANDING 6 STAIR @ INT. LANDING 2 SPRING HINGE STEEL STRINGER BEYOND SLIP -RESISTANT PRE -CAST CONC STEPTREAD BY STEPSTONE W/ INTEGRAL SLIP RESISTANT 1 1/2" SQ. X 14 GA STL TUBE TOP RAIL, PRIME AND PAINT WARNING STRIPE AT TOP APPROACH AND BOTTOM TREAD, ALL TREADS AT EXTERIOR ■ ■ ■ ■ z STAIR DIM, STAIRS 1/4 X 3 STL PLATE STOP 1 1/2" SQ. X 16 GA STL TUBE HAND o PER PLAN 3" X 3" X 1/4" STL ANGLE WALL WITH (3) VISUAL EXIT SIGN EXIT Z 0 BRACKET AT EA. POST RAIL PRIME AND PAINT 1 1/2 SQ. X 14 GA STL TUBE INTERMEDIATE POST BEYOND o 1 0 TYP TREAD RUN BBOLT OLTS 5O/8 DIA �� 18 SLAB PER STRUC, _ PRIME AND PAINT PLAN "A -A° 1 1/2'SQ x 16 GA ~ 3/4' SQ. X 16 GA STL TUBE PICKETS 2 2' 1" " STL TUBE CIDPRIME AND PAINT c=n Q STL CHANNEL STAIR STRINGER 5/8'SQ x 16 GA X BEYOND w z :2 U_ STL PICKETS :2 w U TEXT TACTILE 8 z - 00 PRECAST MANUFACTURED CONC. TREAD W/ INTEGRAL RISER BEYOND FLOOR SHT'G EXTEND PAST � EXIT SIGN - 12 MIN. O 5/8 BM. FACE & SHIM AS NECESSARY TO PROVIDE z RETURN ENDS 1 1/2" SQ. X 14 GA STL. TUBE BOTTOM FOR GYP. BD. 'v TO TO WALL RAIL PRIME AND PAINT @ SIDE OF BM. (+ 1 1/4" PAST CV X EXIT DOOR Q Z COco CO T T+12" MIN. CY) 'co co BM. FACE) 3/4" THK, WD. STRINGER ATTACHMENT PLATE DESIGN BUILD BY STAIR PER PLAN _ SHEATHING (GYP, BD. MANUF. _ a a 1Y MIN. z '� " DIMENSION FROM TREAD SHIM) CONTINUOUS Q 4 coo 00 NOSING ALONG FACE OF BEAM STEEL TUBE STRINGER PRIME co 00 ON EACH SIDE OF &PAINT a a a STL ANGLE AS REQUIRED BY STAIR STRINGER TREAD MANUFACTURERS REQ. ATTACHMENT PLATE I BOLT ON PRECAST STL. CHANNEL STRINGER MANUFACTURED CONC. = PRIME AND PAINT STL EMBED PLATE PER TREAD W/ INTEGRAL RISER w p z LANDING BEAM STR L z v LL z STEEL ANGLE FASTEN TO STRINGER ANCHOR Cr z tr g T-6" OU Z) a -TO Cr CONCRETE TYPICAL ELEVATION OI �UW VISUAL EXIT SIGN NOTES: 1. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER 12" MIN. T+12" MIN. STAIR WIDTH PER PLAN 2" STAIR BARRIER 23 M T L . GUARDRAIL / HANDRAIL 11 STAIR AT SLAB - BOTTOM 3 SYMBOLS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND, WALL CONSTRUCTION PER PLAN 1 1/2" G,I. CONTINUOUS HANDRAIL 2. EXIT SIGNS SHALL HAVE THE WORD "EXIT" ON THE SIGN IN BLOCK MIN. 2X6 BLOCKING CENTER ON LG CAPITAL LETTERS NOT LESS THAN 6" HIGH WITH A STROKE OF RETURN ENDS BOLT NOTCH PLYWD. TO RECIEVE NOT LESS THAN 3/4", LETTERS SHALL HAVE A WIDTH OF NOT TO WALL STRINGER HNGR. NOTCH 1/4" PAST ALL SIDE OF HNGR TO ALLOW FOR LESS THAN 2" EXCEPT FOR THE LETTER "I" AND A MINIMUM FLR. SHTG. PER ICE &WATER SHIELD SPACING BETWEEN LETTERS OF 3/8" STRUCT, PLAN 3, EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED. PLAN AT CONTINUOUS HANDRAIL STEEL TUBE RAIL PER GUARDRAIL o 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES, TO ENSURE DETAIL 1 1/2' VERTICAL G.I. SUPPORT CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN AT 72' O.C. 1-1/2 HOURS IN CASE OF PRIMARY POWER LOSS, EXIT SIGNS SHALL LNDG, BM. ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, zo c" TACTILE EXIT SIGN NOTES; o 3/4" THK. PLYWD. FULL FACE OF 1. GRADE LEVEL EXIT DOORS SHALL BE IDENTIFIED BY A TACTILE DECK EXIT SIGN WITH THE WORD "EXIT" ON IT. 12" MIN. T+12" MIN. GROUT - IN SUPPORT � 11 GA STEEL RAIL END PLUG AND 2. EACH DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY AND ATTACHMENT TAB WELD SEAL PLUG AT ALL SIDES OF TUBE RAIL MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A CONFIRM SIZE W/ DESIGN TACTILE EXIT SIGN WITH FOLLOWING WORDS AS APPROPRIATE: ENGINEER CONCRETE SURFACE "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP" OR "EXIT RAMP UP" LAG BOLT W/ MIN 1 �' IMBED INTO • ° - WD. FRAMING VERIFY BOLT SIZE W/ P U : '.'': a. :" a' 3, EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL RETURN ENDS DESIGN ENGINEER PRE -DRILL HOLES AT BOLTS 4 EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT TO WALL PASSAGEWAY SHALL BE IDENTIFIED WITH A TACTILE EXIT SIGN NOTE: WITH THE WORDS "EXIT ROUTE" PLAN AT WRAP HANDRAIL GUARDRAIL, BALCONY RAILINGS, STAIR SYSTEMS, AND THEIR ATTACHMENTS WILL BE STRUCTURALLY DESIGNED BY A QUALIFIED LICENSED ENGINEER TO CONFORM WITH STRUCTURAL REQUIREMENTS OF TABLE 1607.1 OF THE C.B.C, BY THE FABRICATOR CANE RAIL 24 EXIT DOOR IDENTIFICATION 20 HANDRAIL EXTENSIONS 16 RAIL TO WALL 12 STRINGER @ LANDING 8 - 4 .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 OAK. 1NVLS'1'MHN'1'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 N TF T_ U Q z Q Q z Q U) w w U) w r L0 LO 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 ARCy1T No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp INTERIOR STAIR DETAILS (STEEL STRINGER & PRE -CAST) AD-71 z Q J U) ILL N C) N i 00 O COPYRIGHT U TOPPING SLAB 12" EXTENSION SUB -FLOOR PER STRUCT 1 1/2" SQ. X 16 GA STL TUBE HAND RAIL SLIP -RESISTANT 2" WIDE BEYOND PRIME AND PAINT WARNING STRIPE AT TOP STAIR RAIL SYSTEM MATCH COMPONENTS APPROACH INDICATED AT STANDARD GUARDRAIL PANEL DETAIL PRIME AND PAINT FIN VINYL GLUED DOWN FLOOR TREAD CARPET OVER TREAD 6" 11" AND RISER, INSTALL O PER MANUF. SPECS w U)LU � CO �o- }w 0 z O w cc'. 1"TYP 1-1/8" PLYWOOD TREADS AND RISERS J Q GLUED AND SCREWED CL RAIL EXTENSION (1'-0" + (1) TREAD 3 SIM, TO STRINGERS z AT BOTTOM RISER D- Q = 1 METAL HANGER 4" SPHERICAL OBJECT O PER STRUCTURAL CANNOT PASS TYP, D_ O BEAM PER STRUCTURAL co 2x STRINGERS PER Q STRUCTURAL 5/8" TYPE-X GYP BD I Ir Q WOOD STAIR AT LANDING - TOP 1 c� a9 ' • Ty GLUED DOWN CARPET \ \ FLOOR COVERING \ TREAD AND RISERS, • 11" TYP INSTALL PER MANUF, J TREAD RUN SPECS • 0 1-1/8" PLYWOOD • z TREADS AND RISERS U_ UJ GLUED AND SCREWED w UrrF CL E U) TO STRINGERS MANUF. CONC. STAIR T ND �� p a CONTRASTING INTEGRAL RISER BEYOND ti tiF 4" SPHERICAL OBJECT ~ SLIP -RESISTANT 2" GLUE CANNOT PASS TYP. c°�i DOWN CARPET WIDE STEEL CHANNEL STRINGER PRIMEWARNING STRIPE AT AND PAINT NB BOTTOM TREAD 0zVINYL FLOOR TOPPING SLAB SUB -FLOOR NOTE; GUARDRAIL, BALCONY RAILINGS, STAIR SYSTEMS, AND THEIR 1" TYP 2x FLOOR JOISTS ATTACHMENTS WILL BE STRUCTURALLY DESIGNED BY A QUALIFIED LICENSED ENGINEER TO CONFORM WITH STRUCTURAL REQUIREMENTS OF TABLE 1607,1 OF THE C,B,C. BY THE FABRICATOR 2x STRINGERS PER NOTE; GRIND SMOOTH ALL WELDS STRUCTURAL PRIME & PAINT ALL STEEL BEAM PER COMPONENTS. STRUCTURAL ALL FIELD WELDS TO BE GROUND IL SMOOTH PRIMED & PAINTED, 6" 5/8" TYPE-X GYP BD GUARDRAIL AT WOOD STAIR 16 WOOD STAIR AT I NT. LANDING 1 2 GLUED DOWN CARPET FLOOR COVERING TREAD AND RISERS, INSTALL PER HANDRAIL MIN 1-1/4" MAX 1-1/2" MANUF, SPECS 22 AD-71 11" TYP J TREAD RUN 1-1/8" PLYWOOD o J } TREADS AND RISERS Q Q U GLUED AND SCREWED = p rr co TO STRINGERS Q Q *RAILS SPACED TO NOT ALLOW A 4' SPHERE TO PASS THROUGH oo I o co Q SUBFLOOR CONTRASTING z_ z o SLIP -RESISTANT 2" L 3/4" WOOD CAP W/ EASED EDGE GLUE DOWN CARPET C\Jo It WIDE WARNING STRIPE co - AT BOTTOM TREAD co NOTE; 1" TYP VINYL FLOOR GUARDRAIL TO WITHSTAND APPLIED LINE OF CONC SLAB LOADS PER CODE REQIREMENTS 5/8" TYPE-X GYP BD 2x STRINGERS PER STRUCTURAL 2x4 PTDF SOLE PLATE WOOD STAIR OPEN RAILING 7 WOOD STAIR AT LANDING 3 GYPSUM BOARD 1X SKIRT BOARD FINISH FLOOR _ 1 1/8" PLYWOOD TREAD (3) 2X14 STRINGERS MIN „ 3/4' PLYWOOD RISER 2X STUD WALL GLUED & SCREWED TO - STRINGER (3) 2X14 STRINGERS MIN, 1. 1 1/8" PLYWOOD TREAD Q GLUED & SCREWED TO CY)r` :�i STRINGER & RISER � 1/2" GYP, BD. AT L------ - - - - -, ENCLOSED USEABLE SPACE UNDER STAIRS 2X BLOCKING 2X4 PLATE 26 GA, GALV, METAL SHIELD @ EA STRINGER 2" WIDE STAIR AT FINISH FLOOR 8 STAIR LANDING AT WALL 4 • us 4 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 DAK INyL-'S"1 A1EN'I'S 4199 CAMPUS DRIVE I RVI N E, CA 92612 PHONE NO. (714) 342-2502 1 TF .all T_ N u Q z Q Q z Q U) 1= w w U) w N_ LO 06 LO T_ Nt No. Date Description B 2020-10-16 4TH PC SUBMITTAL 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. qE ARCy1l No. C29795 RENEWAL DATE AUGUST 31, 2023 s�9TF � OF CA_\ License Stamp INTERIOR STAIR DETAILS (WOOD) AD-71 01 J Q H m D co U W 2 U z Q J 1r n V /ILL N N O N 1 C) 00 0 COPYRIGHT U INTERIOR FINISH STUD WALL • SHEATHING MAY OCCUR STEP 13 STEP 10 STEP 7 STEP 4 STEP 1 HEAD DRIP SAF HEAD SAF STOREFRONT JAMB SAF BIBB WEATHER RESISTIVE BARRIER 3-COAT STUCCO SYSTEM 4 0/ METAL LATH 0/ WRB I Architecture + Planning 17911 Von Karman Ave. APPLIED FOAM TRIM Suite 200 SEE EXT. ELEVATIONS Irvine, CA 92614 WRB 0/ SAF O/ GSM HEAD FLASHING ktgy. com 0/ SAF 0/ CASING BEAD 0/ SAF 949.851.2133 INNER SEAL BACKER ROD & SEALANT KTGY Project No: 2017-0934 BOND BREAKER AT STUCCO TO DRIP FLASHING Project Contact: J Debbie Holland 40 Email: dholland@ktgy.com EXTERIOR FACE BACKER ROD & Principal:SEALWil Wong ALUM. STOREFRONT SYSTEM Project Designer: D. Schoolmeester - SEE WINDOW FLASHING DETAIL Project Director: Debbie Holland 7 Developer INSTALL 12" WIDE SAF 0/ INSTALL HEAD SAF 0/ INSTALL STOREFRONT JAMB SAF COMPLETELY 12" WIDE NOF BIBB - GSM HEAD DRIP FLANGE CASING BEAD - EXTEND 1" SYSTEM AND INNER BACKER COVER R.O. JAMB - EXTEND EXTEND 12" BEYOND R.O. NOT USED 5 S F WINDOW HEAD (STUCCO) 1 RUN 1" PAST EDGE OF PAST JAMB SAF EA. SIDE ROD & SEALANT PER MANUF. TO 1" ABOVE BOTTOM OF EA. SIDE JAMB SAF ON EACH SIDE RECOMMENDATIONS - NOF SILL BIBB AND 11" E D A K MAINTAIN MIN. 3/8" SEALANT BEYOND R.O. HEAD - RUN 4" INVESTMENTS JOINT MIN. SIDELEG INTERIOR FINISH STUD WALL 4199 CAMPUS DRIVE I RV I N E, CA 92612 INNER SEAL BACKER ROD & SEALANT PHONE NO. (714) 342-2502 STEP 14 STEP 11 STEP 8 STEP 5 STEP 2 INSTALL WRB SEALANT CASING BEAD "A" PIECE "A" PIECE ALUM. STOREFRONT SYSTEM SEE WINDOW FLASHING DETAIL O 7 � N EXTERIOR FACE BACKER ROD & UJ Q SEALANT U WRB 0/ SAF 0/ J-METAL CASING Q BEAD 0/ SAF z APPLIED FOAM TRIM Q SEE EXT. ELEVATIONS Q 3-COAT STUCCO SYSTEM 0/ 0.00 (— METAL LATH O/ WRB z 0 v NOT USED 6 SF WINDOW JAMB STUCCO 2 2i� w w It ALUM. STOREFRONT SYSTEM - SEE WINDOW FLASHING DETAIL U) z (— INSTALL EXTERIOR FACE INSTALL J- METAL CASING INSTALL TLS LABS'A' PIECE INSTALL TLS LABS'A' PIECE EXTERIOR FACE BACKER ROD & CONTINUOUS BACKER ROD BEAD (3-1/2" LEG) AT HEAD, AT CORNERS - SIZE'A' AT CORNERS PER MANUF. SEALANT & SEALANT AT SEALANT JAMBS, AND SILL - MAINTAIN PIECE TO MATCH R.O. GUIDELINES - SIZE W PIECE Ui GAP MIN. 3/8" SEALANT JOINT DEPTH TO MATCH R.O. DEPTH LO BETWEEN CASING BEAD AND 1:T— STORFRONT --- 1 2 LO 06 LO WRB BIBB 0/ J-METAL CASING BEAD 0l SAF 01 NOF 01 WRB (3 1/2" LEG) APPLIED FOAM TRIM SEE EXT. ELEVATIONS INNER SEAL BACKER ROD & SEALANT BACK DAM - TLS VINYL CORNER SET IN CONT. BEAD OF SEALANT W/ END JOINTS SEALED STEP 12 STEP 9 STEP 6 STEP 3 STUD WALL GSM DRIP FLASHING JAMB SAF HEAD SAF SILL SAF MEMBRANE J 3-COAT STUCCO SYSTEM 0/ METAL LATH O/ WRB INTERIOR FINISH No. Date Description H M� W D NOT USED 7 SF WINDOW SILL STUCCO 3 LEGEND AND NOTES (APPLIES TO ENTIRE SHEET) U GENERAL NOTES W WRB WEATHER RESISTIVE BARRIER MINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEX 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. ` PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. �J SAF SELF ADHERED FLASHING 7 FORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL, 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1/2" Z 20 MIL AT HEAD AND JAMBS U.N.O. GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE OF THE WINDOW. Q NOF NAIL ON FLASHING J FORTIFIBER MOISTOP NEXT 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL It is the clients responsibility prior to or during construction to notify the architect in writing FRAMING SILL WITH CONTINUOUS SUPPORT. of any perceived errors or omissions in the plans and specifications of which a contractor BACKER ROD thoroughly knowledgeable with the building codes and methods of construction should & SEALANT AT INNER SEAL - MOISTOP SEALANT; reasonably be aware. Written instructions addressing such perceived errors or omissions ®))(( AT EXTERIOR FACE GE SILPRUF 2000 OR DOW CORNING 795 4. SUBSTRATES SHALL BE CLEAN, DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO shall be received from the architect prior to the client or clients subcontractors proceeding � FLASHING APPLICATION. with the work. The client will be responsible for any defects in construction if these v J WITH COMPATIBLE OPEN CELL BACKER ROD - 3/8" MIN. procedures are not followed. n/ SEALANT JOINT WIDTH 5. WANED LUMBER WILL NOT BE USED @ ROUGH OPENINGS LOCATIONS. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. ARC///T VERIFY MANUFACTURER REQUIREMENTS. vG \��uR �0 �0, N INSTALL 4" TALL GSM DRIP INSTALL 9" WIDE JAMB SAF 0/ HEAD SAF - COMPLETELY 30 MIL SILL SAF - N FLASHING 0/ HEAD CASING CASING BEAD LEG - ALIGN AT COVER R.O. HEAD - EXTEND COMPLETELY COVER R.O. 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO * No. C29795 * O BEAD (OR 0/ TOP OF TOP AND BOTTOM WITH 1" PAST JAMB SAF EA. SIDE; SILL; RUN PAST R.O. 6" MIN. SECURE FLASHING. RENEWAL DATE HARDIE TRIM AT SIDING BASE JAMB SAF RUN 4" MIN. UPLEG EA. SIDE TO COVER'A' AUGUST 31, 2023 N CONDITION) - RUN FLANGE PIECES; RUN 4" MIN. 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. 6" PAST DRIP ON EACH DOWNLEG SIDE; PROVIDE CLOSED 9. USE CHEMICALLY COMPATIBLE PRIMERS, WRB, AND SEALANT AS REQUIRED BY MANUFACTURER. OF CA�-�F 1 ENDS AT DRIP AND SOLDER ALL SEAMS 10. GSM TO BE MIN. 26 GA G90 GALVANIZED U.N.O. License Stamp 11. PROVIDE GSM SILL PAN AT STOREFRONT TO FLOOR CONDITION - SEE DOOR SILL PAN DETAILS FOR SIM. INFORMATION STOREFRONT DETAILS (FLUSH CONDITIONS) STOREFRONT FLASHING - FLUSH CONDITION 8 NOTES 4 AD-8 COPYRIGHT [c FIREBLOCK PER CODE INTERIOR FINISH STUD WALL • I I SHEATHING MAY OCCUR ` STEP 16 STEP 13 STEP 10 STEP 7 STEP 4 STEP 1 HEAD DRIP SAF HEAD SAF CASING BEAD "A" PIECE SILL SAF MEMBRANE BIBS �� WEATHER RESISTIVE BARRIER Ili 3-COAT STUCCO SYSTEM 4 O/ METAL LATH 0/ WRB II Ilk INNER SEAL BACKER ROD &SEALANT Architecture + Planning IIII 17911 Von Karman Ave. Ili APPLIED FOAM TRIM Suite 200 SEE EXT. ELEVATIONS Irvine, CA 92614 WRB 0/ SAF/ 0/ GSM SOFFIT DRIP ktgy. com 949.851.2133 BOND BREAKER AT STUCCO TO DRIP KTGY Project No: 2017-0934 II lil FLASHING Project Contact: — — — _— J j Debbie Holland --- — -�- � kt @ WRB 0/ SAF 0/ CASING BEAD 0/ SAF - Email: dholland@ktgy.com (J-METAL: 3 1/2" LEG W/ 1" LIP) Principal: Wil Won EXTERIOR FACE BACKER ROD &SEALAN g DBL. 1XSHIM Project Designer: D. Schoolmeester ALUM. STOREFRONT SYSTEM- Project Director: Debbie Holland SEE WINDOW FLASHING DETAIL Developer INSTALL 12" WIDE SAF 0/ GSM INSTALL HEAD SAF 0/ INSTALL J- METAL CASING INSTALL TLS LABS GS 108A 30 MIL SILL SAF - 12" WIDE NOF BIBB - HEAD DRIP FLANGE - RUN 1" CASING BEAD - EXTEND 1" BEAD (3-1/2" LEG) AT HEAD, PIECE AT HEAD CORNERS SET COMPLETELY COVER R.O. EXTEND 12" BEYOND MAX. 2 /� �� RECESSED S F WINDOW HEAD PAST EDGE OF BASE HEAD PAST JAMB SAF EA. SIDE JAMBS, AND SILL - MAINTAIN IN MOISTOP SEALANT PER SILL; RUN PAST R.O. 6" MIN. R.O. EA. SIDE `'F SAF ON EACH SIDE AND 12" ABOVE OPENING MIN. 3/8" SEALANT JOINT MANUF. RECOMMENDATIONS EA. SIDE TO COVER'A' E �O A K BETWEEN CASING BEAD AND PIECES; RUN 4" MIN. INTERIOR FINISH I VLS"1'MEN'I'S STORFRONT DOWNLEG L. 1X SHIM 4199 CAMPUS DRIVE IRVINE, CA 92612 INNER SEAL BACKER ROD & SEALANT PHONE NO. (714) 342-2502 III I� STEP 17 STEP 14 STEP 11 STEP 8 STEP 5 STEP 2 II INSTALL WRB SEALANT JAMB SAF HEAD SAF JAMB SAF "A" PIECE II ALUM. STOREFRONT SYSTEM ---- -- = �J SEE WINDOW FLASHING DETAIL 5 C) N EXTERIOR FACE BACKER ROD & SEALANT WRB 0/ SAF O/ CASING BEAD O/ SAF UJ Q (J-METAL: 3 1/2" LEG W/ 1" LIP) U APPLIED FOAM TRIM Q SEE EXT. ELEVATIONS z 3-COAT STUCCO SYSTEM 01 Q METAL LATH 0/ WRB FIREBLOCK PER CODE z O MAX. 24" RECESS SF WINDOW JAMB STUCCO 2 co w ALUM. STOREFRONT SYSTEM - 5 W SEE WINDOW FLASHING DETAIL BACK DAM - TLS VINYL CORNER Q SET IN CONT. BEAD OF SEALANT U) W/ END JOINTS SEALED DBL. 1X SHIM INSTALL CONTINUOUS INSTALL JAMB SAF 0/ CASING HEAD SAF -COMPLETELY JAMB SAF -COMPLETELY INSTALL TLS LABS 'A' PIECE AT EXTERIOR FACE BACKER ROD & SEALANT BACKER ROD & SEALANT BEAD LEG - ALIGN BOTTOM COVER R.O. HEAD - EXTEND COVER R.O. JAMB - EXTEND CORNERS - FASTEN/SPLIT AS WRB O/ NOF O/ J-METAL CASING l< AT SEALANT GAP WITH BASE JAMB SAF AND 1" PAST JAMB SAF EA. SIDE; TO 1" ABOVE BOTTOM OF REQUIRED TO ACCOMMODATE N S� BEAD O/ SAF w EXTEND TO 1" BELOW TOP RUN 12" MIN. UPLEG ABOVE NOF SILL BIBB AND 11" SHELF SLOPE TRANSITION PER — — — IL/// (J-METAL: 3 1/2" LEG W/ 1" LIP) Ln OF HEAD SAF RUN 9" MIN. JAMB SAF BEYOND R.O. HEAD - RUN 4" MANUF. RECOMMENDATIONS - 3 12 SIDELEG MIN. SIDELEG SIZE W PIECE TO MATCH RECESS L0 R.O. DEPTH (PROVIDE SAF BRIDGE 06 PIECE TO ACCOMMODATE DEEP RECESSES AS REQUIRED) LO APPLIED FOAM TRIM I SEE EXT. ELEVATIONS ll, JI WRB BIBB BOND BREAKER SHEET 0/ li NOF AND SAF it WEATHER BOARD LAP WRB WITH BASE LAYER NOF STUD WALL - I � 3-COAT STUCCO SYSTEM O/ STEP 15 STEP 12 STEP 9 STEP 6 STEP 3 METAL LATH 0/ WRB GSM DRIP FLASHING SILL NOF STOREFRONT HEAD END DAMS SILL END DAMS INNER SEAL BACKER ROD & SEALANT J I FIREBLOCK PER CODE No. Date Description - INTERIOR FINISH MAX. 24" RECESS SF WINDOW SILL STUCCO 3 LEGEND AND NOTES (APPLIES TO ENTIRE SHEET) U W WRB WEATHER RESISTIVE BARRIER MINIMUM 2-LAYERS FORTIFIBER 60 MINUTE SUPER JUMBO TEX SAF SELF ADHERED FLASHING v FORTIFIBER FORTIFLASH BUTYL 30 MIL AT SILL, Z 20 MIL AT HEAD AND JAMBS U.N.O. NOF NAIL ON FLASHING J FORTIFIBER MOISTOP NEXT 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 BACKER ROD AT INNER SEAL - MOISTOP SEALANT; reasonably be aware. Written instructions addressing such perceived errors or omissions AT EXTERIOR FACE - GE SILPRUF 2000 OR DOW CORNING 795 WITH COMPATIBLE OPEN CELL BACKER ROD - shall be received from the architect prior to the client or clients subcontractors proceeding ^ V ) 3/8" MIN. SEALANT JOINT WIDTH procedures are not followed. GENERAL NOTES v��S�D ARcy,T U— � INSTALL 4" CEMCO #12 INSTALL PROTECTION SHEET INSTALL STOREFRONT INSTALL 8" WIDE SAF END UTILIZE TLS LABS 'A' PIECE AT R.O. 1. VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FIELD MOCKUP OF WINDOW INSTALLATION FOR �' y���' '%�, N SOFFIT DRIP FLASHING 0/ NOF OVER SILL - RUN 6" MIN. SYSTEM AND INNER BACKER DAMS - EXTEND TO ENTIRE SILL/SLOPE TRANSITION TO CREATE APPROVAL BY OWNER. CV EDGE OF HEAD SAF - RUN DOWNLEG ROD & SEALANT PER MANUF. LENGTH OF HEAD - SPLIT END DAM - FASTEN, FOLD/TUCK AS * No. C29795 * O DRIP 1" PAST OPENING AT RECOMMENDATIONS AND EXTEND ONTO FACE REQUIRED TO ACCOMMODATE 2. UNLESS SUPERSEDED BY WINDOW MANUFACTURER, THE ROUGH OPENING SHOULD BE 1" GREATER IN WIDTH AND HEIGHT THAN THE NET FRAME SIZE RENEWAL DATE OF THE WINDOW. AUGUST 31, 2023 I CN EA. SIDE OF JAMB - RUN MAINTAIN MIN. 3/8" SEALANT OF WALL 4" MIN. SHELF SLOPE, AND SET IN MOISTOP J'� �� FLANGE 6" PAST DRIP ON JOINT SEALANT PER MANUF. 3. VERIFY ROUGH OPENING IS SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL FRAMING SILL WITH CONTINUOUS SUPPORT. qTe FO�� O EACH SIDE RECOMMENDATIONS - WEATHER OF Cm-� BOARD LAP ALL FLASHING PIECES 4. SUBSTRATES SHALL BE CLEAN, DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING APPLICATION. License Stamp o 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. STOREFRONT DETAILS 7. PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE FLASHING. (RECESSED 8. ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. CONDITIONS) 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. INFORMATION STOREFRONT FLASHING - MAX 24" RECESSED CONDITION 5 NOTES 4AD-82 COPYRIGHT n