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HomeMy WebLinkAboutItem 33 - Second Extension of Entitlements for the Madison Mixed-Use Development (200 North Cabrillo Park Drive)Planning and Building Agency www.santa-ana.org/planning-and-building Item # 33 City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Staff Report November 21, 2023 TOPIC: Second One -Year Extension for Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06 for The Madison Mixed -Use Development Project Entitled at 200 North Cabrillo Park Drive AGENDA TITLE Second One -Year Extension of Site Plan Review No. 2016-03 and Variance Nos. 2017- 05 and 2017-06 for The Madison Mixed -Use Development Project Located at 200 North Cabrillo Park Drive RECOMMENDED ACTION 1. Adopt a resolution approving a second one-year extension of Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06. RESOLUTION NO. 2023-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW NO. 2016-03, VARIANCE NO. 2017-05, AND VARIANCE NO. 2017- 05, AND VARIANCE NO. 2017-06 FOR THE MADISON MIXED -USE DEVELOPMENT TO BE LOCATED AT 200 NORTH CABRILLO PARK DRIVE 2. Determine that in accordance with the California Environmental Quality Act (CEQA), the approval of the time extension is exempt form CEQA per Section 15061(b)(3). GOVERNMENT CODE §84308 APPLIES: Yes DISCUSSION Background On June 5, 2018, the City Council approved Appeal No. 2017-05, reversing the Planning Commission's decision to deny Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06, for a reduction in parking and increased side yard setback, which facilitated the construction of a seven -story mixed -use development project with up to 260 units for the property located at 200 North Cabrillo Park Drive. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its Second Extension of Entitlements for the Madison Mixed -Use Development (200 North Cabrillo Park Drive) November 21, 2023 Page 2 approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration. The subject entitlements were in effect until June 5, 2020; however, due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant experienced delays in moving the project forward and constructing the new mixed -use development. During this time, a state of local emergency was declared stemming from the COVID-19 pandemic, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022. The applicant had submitted construction drawings into plan check on August 14, 2022, and was working through the plan check process when they requested the first one-year extension of the site plan and variances. The City Council approved the first one-year extension, which extended the entitlement approval through December 31, 2023. Analysis Due to increased cost of materials, changes in construction loan interest rates, labor shortage, and market changes impacting the applicant's ability to develop the project, the applicant is requesting a second one-year extension through December 31, 2024. Specifically, recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impacts on construction loans and land development costs, have resulted in additional delays to the project's ability to complete the plan check process, pull permits, and break ground on the project by the December 31, 2023, deadline that was established the City Council -approved entitlement extension. As a result, the applicant is requesting a second one-year entitlement extension pursuant to Section 41-647 of the SAMC. In an effort to encourage construction of entitled projects, it is the Planning Division's policy to recommend no more than one- year extensions at a time. The applicant has since completed the building plan check process and is working through the Public Works Agency's review process, which would need to be completed prior to permit issuance. Following the completion of the plan check process the applicant intends to obtain their permit and begin construction in third quarter of 2024 in order to effectuate its entitlements within a timely manner. Second Extension of Entitlements for the Madison Mixed -Use Development (200 North Cabrillo Park Drive) November 21, 2023 Page 3 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 Approving the Second One -Year Extension 2. Original Resolution Approving Entitlement (No. 2018-038) 3. Resolution Approving First One -Year Extension (No. 2022-092) 4. Full Project Plans Submitted By: Minh Thai, Executive Director of the Planning and Building Agency Approved By: Steven A. Mendoza, Acting City Manager RESOLUTION NO. 2023-XXX A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW NO. 2016-03, VARIANCE NO. 2017- 05, AND VARIANCE NO. 2017-06 FOR THE MADISON MIXED -USE DEVELOPMENT TO BE LOCATED AT 200 NORTH CABRILLO PARK DRIVE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On June 5, 2018, the City Council approved Appeal No. 2017-05, thereby reversing the Planning Commission's decision to deny Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 to allow the development of a seven -story, 260-unit mixed -use development at 200 North Cabrillo Park Drive. B. 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. C. Prior to the expiration of the subject entitlements, a state of local emergency was declared stemming from the COVID-19 pandemic. Successive executive orders extended the expiration date of the project's entitlements from June 5, 2020, to December 31, 2022. D. Taking into consideration the difficulties experienced by the development industry from the global COVID-19 pandemic and its effects on securing funding, labor, and construction materials, the City Council approved the applicants first request for a one-year entitlement extension on December 6, 2022, extending the subject projects entitlements until December 31, 2023. E. Recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impact on construction loans and land development costs, have resulted in additional delays to the project's ability to complete the plan check process, pull permits, and break ground on the project by the December 31, 2023, deadline. Resolution No. 2023-XXX Page 1 of 4 F. It is the Planning Division's policy to recommend no more than one-year extension at a time, mainly in an effort to encourage the construction of previous approved projects. G. The applicant has since completed the building plan check process and is working through the public works review process, which would need to be completed prior to permit issuance. Following the completion of the process the applicant intends to pull their building permits and begin construction in third quarter of 2024, in order to effectuate its entitlements within a timely manner. H. 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. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 are each hereby extended for a period of one (1) year until December 31, 2024. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated November 21, 2023, 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 21 st day of November, 2023. Valerie Amezcua Mayor APPROVED AS TO FORM: Sonia R. Carvalho City Attorney IN Jose Montoya Assistant City Attorney Resolution No. 2023-XXX Page 2 of 4 AYES: Councilmembers NOES: Councilmembers ABSTAIN: Councilmembers NOT PRESENT: Councilmembers Resolution No. 2023-XXX Page 3 of 4 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2023- to be the original resolution adopted by the City Council of the City of Santa Ana on , 2023. Date: City Clerk City of Santa Ana Resolution No. 2023-XXX Page 4 of 4 LS 6.5.1 a RESOLUTION NO.2018-038 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING APPEAL NO. 2017-05 AND REVERSING THE PLANNING COMMISSION'S DENIAL OF SITE PLAN REVIEW NO. 2016-03, VARIANCE NO. 2017-05 FOR A REDUCTION IN PARKING, AND VARIANCE 2017-06 FOR THE INCREASED SIDE YARD SETBACK, AS CONDITIONED, FOR THE DEVELOPMENT OF THE PROPERTY LOCATED AT 200 NORTH CABRILLO PARK DRIVE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows. A. Robert Bisno with Cabrillo Community Partners, LLC (hereinafter referred to as "Applicant") is requesting approval of Site Plan Review No. 2016-03, and Variance No. 2017-05 and Variance No. 2017-06, to allow the construction of a seven -story mixed -use development with up to 260 units at 200 North Cabrillo Park Drive. B. On December 11, 2017, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral, and adopted a resolution denying Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06. C. The Planning Commission's decision to deny Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06 was appealed to the City Council by the Applicant on December 20, 2017, contending that the project is appropriate at this location (Appeal No. 2017-05), Santa Ana Municipal Code (SAMC) section 41-645 allows any interested party, individual or group to file an appeal. D. Appeal No. 2017-05 came before the City Council of the City of Santa Ana for a duly noticed public hearing on April 3, 2018, to consider all testimony, written and oral. The project was continued to April 17, 2018, to provide adjacent property owners additional time to address circulation concerns. E. The City Council of the City of Santa Ana has considered the information, disagrees with the Planning Commission decision, and determines that the following findings, which must be established in order to grant this Site Plan Review pursuant to SAMC Section 41-595.5 and Metro East Mixed -Use Overlay Zone (MEMU) Sections 8.1 and 8.2 have been established for Site Plan Review No. 2016-03 to allow construction of the proposed project. Resolution No. 2018-038 Page 1 of 10 1. That the proposed development plan is consistent with and will further the objectives outlined in Section 1.2 for the MEMU overlay district. The proposed development project will be compatible with Section 1.2 (Objectives) of the Metro East Overlay zone. The proposed project will contain up to 260 residential units (including four live/work units) and approximately 6,600 sq. ft. of commercial uses. The project design incorporates an active streetscape that integrates the private development with the public realm. The project meets several General Plan goals and policies, including Land Use Element Goal 1 (promote a balance of land uses to address basic community needs), Goal 2 (promote land uses which enhance the City's economic and fiscal viability), and Housing Element Policy HE-2.3 (encourage the construction of rental housing for Santa Ana's residents and workforce, including a commitment to very low, low, and moderate income residents and moderate income Santa Ana workers) and Policy HE-2.5 (require excellence in architectural design through the use of materials and colors, building treatments, landscaping, open space, parking, and environmentally sensitive ("green") building and design practices). 2. That the proposed development plan is consistent with the development standards specified in Section 4 of the MEMU overlay district. The project complies with the majority of development standards enumerated in the MEMU regulating plan, with the exception of required parking and side yard setback, which are analyzed through the variances. 3. That the proposed development plan is designed to be compatible with adjacent development in terms of similarity of scale, height, and site configuration and otherwise achieves the objectives of the Design Principles specified in Section 5 of the MEMU overlay district. The proposed development consists of a seven -level project surrounded by several existing mid and high-rise buildings and has been designed to complement these developments. It supports the vision of the MEMU plan with the construction of a high -density mixed -use development in close proximity to similar residential uses and supportive commercial uses. The project incorporates a variety of architectural materials, massing and ground floor uses that are compatible with the MEMU plan. It encourages a reduction in parking to reduce construction cost and emissions and to foster alternative Resolution No. 2018-038 Page 2 of 10 modes of transportation such as bicycling, walking, and transit. 4, That the land use, site design, and operational considerations in the proposed development plan have been planned in a manner that will result in a compatible and harmonious operation as specified in Section 7 of the MEMU overlay district. No significant negative impacts from noise, air quality, aesthetics, or traffic are expected except for temporary impacts arising during construction of the project. The site's design is intended to activate its frontage on Cabrillo Park Drive with the provision of publicly accessible open space, small-scale commercial uses, and a variety of seating and recreational amenities. F. The City Council of the City of Santa Ana determines that the following findings, which must be established in order to grant Variance Nos. 2017- 05 and 2017-06 for reduction in parking and increased side yard setback, respectively, have been established as required by SAMC Section 41 -633: I. That because of special circumstances applicable to the subject property, including size, shape, topography, location or surroundings, the strict application of the zoning ordinance is found to deprive the subject property of privileges not otherwise at variance with the intent and purpose of the provisions of this Chapter. The proposed project is located in an area surrounded by office buildings, parking structures, and a freeway, which restrict the site from compliance with the side yard setback to the south property line and parking requirements. The site is surrounded by high-rise offices and parking structures that have ample parking with divergent peak hour demands from the residential component of the proposed project. Adjacent commercial sites are built out to minimum setbacks and abut a freeway, which limits the amount of developable area for habitable space, parking, and open space for future residents and visitors. Additionally, the site necessitates adequate emergency access to the rear of the property to serve the proposed development. In order to properly address life safety issues, the building massing which takes into account the parking garage and setbacks must be reduced to accommodate a larger setback for a fire lane and adequate ladder angles. 2. That the granting of the variances is necessary for the preservation and enjoyment of one (1) or more substantial property rights. Resolution No. 2018-038 Page 3 of 10 The granting of the parking and setback variances will preserve the property owner's ability to develop a vacant lot with uses consistent with the MEMU overlay plan and to provide adequate emergency access to serve the project. The development will revitalize the currently undeveloped parcel and activate the area with additional housing and commercial uses to support the active -urban subzone of the MEMU overlay plan. Future housing and active retail uses will benefit the neighborhood and promote the ability to live, work, shop, and play all within a short walk of each other. 3. That the granting of the variances will not be detrimental to the public welfare or injurious to surrounding property, The granting of the parking and setback variances will not be detrimental to the public or surrounding properties. As demonstrated in the parking analysis for the project, the site will have sufficient parking to accommodate the peak demand for the future residential and commercial uses. The parking study also demonstrates that residential uses have divergent peak demand hours than surrounding commercial and office uses, therefore .no significant impacts to traffic or parking are anticipated. Furthermore, the 30-foot setback in lieu of a maximum 10-foot setback is necessary to accommodate emergency access and will serve a dual design purpose as open space for the residents. The variances will allow for the development of an undeveloped vacant site consistent with the MEMU overlay plan. 4. That the granting of the variances will not adversely affect the General Plan of the city. The project will not adversely affect the General Plan, but rather support Its goals. The proposed project is consistent with Land Use Element Goal 1 (promote a balance of land uses to address basic community needs) and Goal 2 (promote land uses which enhance the City's economic and fiscal viability) by providing a high -intensity mixed -use residential and commercial development consistent with the vision of the area and surrounding land use designations. The variances allow for the development of the project in a mid to high-rise built environment and will provide housing in close proximity to support nearby commercial uses. Section 2. In accordance with the California Environmental Quality Act (CEQA), the recommendation is exempt from further review pursuant to Section 15332 (Class 32 "In -Fill Development Projects"). Resolution No. 2018-038 Page 4of10 The Class 32 exemption applies to projects characterized as infill development meeting the following conditions: 1. The project is consistent with the applicable general plan designation and all. applicable general plan policies as well as with applicable zoning designation and `regulation; 2. The proposed development occurs within city limits on a project site of no -more' -than five acres substantially surrounded by urban uses; 3. The project site has no value as habitat for endangered, rare or threatened species; 4. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5. The site can be adequately served by all required utilities and public services. The project is consistent with the City's General Plan and the MEMU regulating plan. The project meets several General Plan goals and policies, including Land Use Element Goal 1 (promote a balance of land uses to address basic community needs) and Goal 2 (promote land uses which enhance the City's economic and fiscal viability), and Housing Element Policy HE-2.3 (encourage the construction of rental housing for Santa Ana's residents and workforce, including a commitment to very low, low, and moderate income residents and workforce in the City) and Policy HE-2.5 (require excellence in architectural design through the use of materials and colors, building treatments, landscaping, open space, parking, and environmentally sensitive ("green") building and design practices). The project site and type of development proposed are already addressed in the previously approved environmental impact report (EIR) for the MEMU overlay district (EIR No. 2006-01). However, a Class 32 exemption is required for the project because the original EIR did not require a greenhouse gas study. The Applicant submitted a greenhouse gas study to indicate that the project will not negatively impact greenhouse gas reduction goals. In addition, a health risk assessment (HRA) was prepared to identify any impacts from developing a residential community adjacent to a freeway. The HRA recommends that the project incorporate certain window design features on freeway -facing elevations for all units adjacent to the 1-5 freeway, and that the project install air filtration systems throughout. Section 3. The Applicant agrees to indemnify, hold harmless, and defend the City of Santa Ana, its officials, officers, agents, and employees, from any and all liability, claims, actions or proceedings that may be brought arising out of its approval of this project, and any approvals associated with the project, including, without limitation, any environmental review or approval, except to the extent caused by the sole negligence of the City of Santa Ana. Section 4. The City Council of the City of Santa Ana, after conducting the public hearing, hereby approves Appeal No. 2017-05, and approves Site Plan Review No. 2016- 03, Variance No. 2017-05, and Variance No. 2017-06, as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the public testimony at such hearing, written and oral, all of which are incorporated herein by this reference. Resolution No. 2018-038 Page 5 of 10 ADOPTED this 511 day of June, 2018 by the following vote: APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By:� Lisa Storck Assistant City Attorney AYES: Councilmembers Benavides, Pulido, Sa_ rmineto, Solorio, Tinaiero, Villegas (S) NOES: Councilmembers None (0) ABSTAIN: Councilmembers None (0) NOT PRESENT: Councilmembers Martinez (1) CERTIFICATE OF ATTESTATION AND ORIGINALITY I, MARIA D. HUIZAR, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2018-038 to be the original resolution adopted by the City Council of the City of Santa Ana on June 5, 2018. Date: � / z 2cx Maria D. Huizar Clerk of the Council City of Santa Ana Resolution No. 2018-038 Page 6 of 10 EXHIBIT A Conditions for Approval for Site Plan Review No. 2016-03 'Variance No. 2017-05 and Variance No. 2017-06 Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 are approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval. The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by this site plan review and variances. The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Pailure to comply with each and every condition may result in the revocation of the site plan review and variances. A. Planning Division 1. All proposed site improvements must conform to the Site Plan Review approval of DP No. 2016-38. 2. Any amendment to this site plan review, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the site plan review must be amended. 3. The project shall comply with all mitigation measures as required by the Metro East Mixed -Use Overlay Zone. 4. A residential property manager shall be on -site at all times that the project is occupied. 5. All new utilities and mechanical equipment such as backflow devices, Edison transformers, and double check detector assembly devices shall not be located within front yard setbacks and must be screened from view from public and courtyard areas. 6. All parking for the project, including visitor parking spaces, shall be made available free of charge. 7. The interior of the parking structure shall be painted white. Rosolution No. 2018-038 Page 7 of 10 8. A final detailed amenity plan must be reviewed and approved prior to issuance of any building permits. The plan shall include details on the hardscape design, lighting concepts and outdoor furniture for amenity, plaza, or courtyard areas as well as an installation plan, The exact specifications for these items are subject to the review and approval of the Planning Division. 9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans. 10. A Resident Storage Plan shall be provided for the project prior to occupancy. Storage shall be available at no cost to the residents. 11, Smart wiring, including cable television and highspeed cable for computers, shall be provided for each unit and within the projects common areas. 12. Prior to issuance of a grading permit, the following shall be completed: a) Submit a construction schedule and staging plan to the Planning Division for review and approval. The plan shall Include construction hours, staging areas, parking and site security/screening during project construction. b) Block wall/fencing plans (including a site plan, section drawings, and elevations depicting the height and material of all retaining walls, walls, and fences) consistent with the grading plan shall be submitted to and be approved by the Planning Division. 13. Prior to occupancy of any units, the following shall be completed: a) A Rental Housing Operational Plan must be submitted to the Planning Division for review and approval, At a minimum, the plan shall identify the location of employee and visitor parking, the location of the rental office, hours of operation for the rental office, and signage affiliated with the Dental Housing Operational Plan. In addition, the rental plan must clearly note that the parking and project amenities must be provided free of charge to the residents. b) A Parking Management Plan shall be submitted to the Planning Division for review and approval. The plan shall include parking spaces with accompanying exhibits and provisions for the distribution and management of parking for residents, employees and guests. 14.As a result of the health risk assessment (HRA) and to reduce any adverse health effects associated with diesel -truck emissions associated with the project's proximity to the 1-5 Freeway, Applicant must install non -operable windows on all windows facing the 1-5 Freeway and install air filtration systems with filters meeting or exceeding the American Society of Heating, Refrigeration, Resolution No. 2018-038 Page 8 of 10 and Air Conditioning Engineers (ASHRAE) 52.5 Minimum Efficiency Reporting Value (MERV) of 14. 15. A Public Art Plan shall be submitted to the Planning Division for staff review and approval prior to the issuance of building permits. The public art shall be installed prior to issuance of a certificate of occupancy. B. Police Department 1. The Applicant will be required to submit a security plan for the proposed project to the Police Department. The plan will be required to outline hours of operation for the parking structure (secured/open), a duress alarm system for the parking structure and an access control system for the perimeter of the building. 2. Parking structure and buildings: Each door within the structure and building leading into a stairwell, lobby, or storage area must be outfitted with a 100 square inch fire rated window. Convex mirrors minimum of 12 inch in diameter must be provided at each stairwell landing, in the storage rooms and at each corner along a walkway. The last flight of each stair must be fully enclosed at its base. 3. Elevators are to be equipped with minimum 12-Inch shatterproof convex mirrors or are to have mirrored backing. 4. Parking structure first floor exits must be designed to allow emergency egress with no exterior hardware. 5. Building/unit addressing shall comply with emergency service standards of the City of Santa Ana. 6, Lobby doors must be equipped with a Police Department approved access control system. 7. Provide a minimum 100 square inch window in the trash room and storage room doors. S. Parking Structure elevators must be equipped with an approved access control system. C. Orange County Fire Authority 1. Prior to OCFA clearance of issuance of a building permit, the Applicant or responsible party shall submit plants and obtain approval of the following: a) Fire master plan (service code PR145) b) Architectural (service codes PR200-PR285) Resolution No. 2018-008 Page 9 of 10 c) Architectural (service codes (PR212-PR220, abbreviated review) d) Tanks storing hazardous materials (service codes PR300-PR305) e) Hazardous materials compliance and chemical classification (service codes PR31 a-PR328) f) Battery (service code PR375), for any system containing an aggregate quantity of electrolyte in excess of 50 gallons . g) Underground piping for private hydrants and fire sprinkler systems (service code PR470-PR475) h) Fire sprinkler system (service code PR400-PR465) 2. Prior to concealing interior construction, the Applicant shall obtain approval of a fire alarm system (service code PR500-PR520). 3. Before commencement of construction, the Applicant or responsible party shall attend a pre -construction meeting with an OCFA inspector. Call OCFA Inspection Scheduling at 714-573-6150 at least five days in advance to schedule and pay for the pre -construction meeting. 4. After installation of required fire access roadways and hydrants, the Applicant shall receive clearance from the OCFA prior to bringing combustible building materials on -site. Call OCFA Inspection Scheduling at 714-573-6150 with the Service Request number of the approved fire master plan at least five days in advance to schedule the lumber drop inspection. 5. The Applicant or responsible party shall provide the OCFA inspector evidence of compliance with emergency responder digital radio system performance criteria prior to occupancy. Refer to OCFA Guideline C-03 or the local jurisdiction's emergency responder radio ordinance, as applicable, for requirements. Resolution No. 2018-038 Page 10of10 RESOLUTION NO.2022-092 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF VARIANCE NO. 2017-05 AND VARIANCE NO. 2017-06 FOR THE MADISON MIXED -USE DEVELOPMENT TO BE LOCATED AT 200 NORTH CABRILLO PARK DRIVE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS: Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows: A. On June 5, 2018, the City Council approved Appeal No. 2017-05, thereby reversing the Planning Commission's decision to deny Variance No. 2017-05 and Variance No. 2017-06 to allow the development of a seven -story, 260-unit mixed -use development at 200 North Cabrillo Park Drive, B. Prior to the expiration of the subject entitlements, a state of local emergency was declared stemming from the COVID-19 pandemic. Successive executive orders extended the expiration date of the project's entitlements from June 5, 2020 to December 31, 2022. C. Due to difficulties experienced by the development industry from the global COVID-19 pandemic, the applicant has been unable to move forward with the development and is requesting an extension for the variances. It is the Planning Division's policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects. D. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 14, 2022. The applicant expects to obtain permits and start construction in early 2023. E. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted. F. The applicant filed a request for the extension on September 19, 2022. The extension request came before the City Council on December 6, 2022. G. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section Resolution No. 2022-092 Page 1 of 3 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA. Section 2. Variance No. 2017-05 and Variance No. 2017-06 are each hereby extended for a period of one (1) year until December 31, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference. Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution. ADOPTED this 6t" day of December, 2022. , Vicente Sarmiento Mayor APPROVED AS TO FORM: Sonia R. Carvalho, City Attorney By: L4.1 �N' Jo 'Assistant Chief Assistant City Attorney AYES: Councilmembers Hernandez, Lopez, Mendoza, Penaloza, Phan, Bacerra, Sarmiento (7) NOES: Councilmembers None (0) _ ABSTAIN: Councilmembers None (0) NOT PRESENT: Councilmembers None (0) Resolution No. 2021-092 Page 2 of 3 CERTIFICATE OF ATTESTATION AND ORIGINALITY I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- 092 to be the original resolution adopted by the City Council of the City of Santa Ana on December $, 2022. Date: 12 S 2y A , '4 - Clerk of the Council r City of Santa Ana Resolution No. 2022-092 Page 3 of 3 THE MADISON, 200 N. CABRILLO, SANTA ANA, CA 92701 VICINITY MAP CONSULTANTS y � IGN WORKS ¢ Fn�A JOHNNY 411 E. HUNTING LEER AP, C30396 A -RIatom SUITE NO �, a„_ ■ L - STRE 6�MCH -- ❑ K L .Jx . Yn m V JIM KAWAMUNAPRINCIPAL Ju,@k tl,IP I :I, ® ■ SITE STRUCTURE STRU­ENGINEERS BRETKAUFMANN PRINCIPAL irc8Ye B...N-InnIOa0uclu 8W.otlA0XOregC M 978-97 i N>�am GREEN MEP E OQ�rcSai aFao✓+a n EI ST STREE SRUCE ENTEZAM- ENGINEERING OPERATIONS OFFICER b1cB@gmenmep.com _ D _ 20341 IRVINE AVE D3, NEW PORT BEACH, CA Neffi T(949)232-1919 R -- SOIL _ I N LEI ON GROUP, INC. .ANC DJAN HANDRA-SENIOR PRINCIPAL ENGINEER tlGantlre®leighrongroup.can 1])81 COWAN, IRVINE. CA 92614 G 3 PARKING SUMMARY PROJECT SUMMARY T.(949)250-1421 LANDSCAPE tv N WO UNITCOUNT TRIBUTARY LA, INC. GLEN BROUWER-PARTNERx1.5%RATIO(26.1.5%) glen®eib-la.cvm STUDIO 54 UNITS 11EDR00M I1 BATH 154 UNITS PROJECT DESCRIPTION THEPRQIECTISA)-STORYMIXED USE DEVELOPMENT CONSISTING OF 260APARTMENT UNITS WITHIN ONE5-STORY TYPE-IIIA BUILDING, AND CONSTRUCTED OVER ONE 35TORY TENTUN 2]25 JEFFERSON ST, CARLSBAD, CA 92008 2BEOROOM I2 BATH D SPACES;TANDEM) 44 UNITS STRUCTURE WITH 2 LEVELS ABOVE GRADE AND ONE LEVEL BELOW GRADE. THE PROJECT T()fi0)434-9300 3BEDROOMl3 BATH (2 SPACES;TANDEM) 4UNITS PROVIDES STUDIO, 1-BEDROOM, 2-BEDROOM, AND LOFT UNITS, AS WELL AS A POOL, SPA, (2) ACOUSTICAL VENEKL45EN LIVE I WORK (2 SPACES;TANDEM) 4UNITS AIRTERRACES, FITNESS CENTER, BUSINESS CENTER, CLUB ROOM, AND PRIVATE BALCONIES IN THE TYPE IIIA STRUCTURE. THE PROJECT INCLUDES (4) LIVEIWORK UNITS, (2) SEPARATE RETAIL SPACES, A LEASING CENTER WITHIN THE TYPE IA STRUCTURE. no UNITS = No STALLS REQUIRED JOHN LOVERDE- PRINCIPAL jlovertle®venekleaen.wm 1)11 18TH ST, SANTA MONICA, CA 90404 395 STALLS PROVIDED ADDRESS 20D N. CABRILLO, SANTA ANA, CA 927D1 T. (310) 450-1733 TOTAL RESIDENTIAL UNITS: 260 AP.N. 40R0]1-03 c FIRE MASTER PLAN YCI CODE CONSULATING RETAIL UNITS: 2SPACES REDEVELOPMENT PROJECT AREA METRO EAST MIXED USE OVERLAY ZONE JOHN YOUNGHUSBAND-PRESIDENT -2,144 SF (NORTH RETAIL) 3,240 BE (SOUTH RETAIL) johnycicotl0.onm 318AVENUE Bdfi6RED0ND0BEACH,CASS2 -PLUS, 4 LIVEM/ORK UNITS ABOVE OWNER NAME TA PARTNERS APARTMENT FUND V L. JEFF CARLSON-DEVELOPMENET MANAGER T: (310) 844-0825 PARKINGRRAFFIC STUDY: 16WO ASTON ST, SUITE 275 1OP''Ur�O SURVEYOR VEHICLE PARKING OWNERADDRESS IRVINE, CA 92fi0fi WATERPROOFING TOTAL RESIDENTIAL GUESTIRETAILPARKING : 395 STALLS (I "TIO) PARKING 53STALLS"N"ATK" TOT&TOTAL . 2942666 OWNER PHONE k MIXED USE(MU) ZONING STALLS: 460 STALLS (1.7CRATIO) MAX BUILDING ENCLOSURE, INC. MAX FARALI ARAII max®memwllbe.cam TOTAL TANDEM STALLS: 11 BILLS TOTAL IT C. STALLS: 11 STALLS TYPE III -A (LEVEL 3)), TYPE IA (LEVEL 1-2 ABOVE GRADE 8 ONE LEVEL BELOW GRADE) CONSTRUCTION TYPE ] THIS PROJECT SHALL COMPLY WALL FEDERAL, STATE &LOCAL CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 3002E AL 655 A PARKWAY, SUITE) NIGUEL, CA 92fiP 535TALL5 x5% NUMBER OF STORIES •2019 CALIFORNIA BUILDING CODE 1.OZLAGUNA T(90.9)5102292 8RESIDENUEST 3955TALLS x2% &RESIDENTIAL 65'-0"ALLOWED (BY 2019 CBS) MAX, BUILDING HEIGHTALOWED 84'-0" •2019 CALIFORNIA FIRE ECTRICCODE •2018 CALIFORNIA ELECTRICAL CODE TITLE 24 DRY UTILITY ELECTRIC VEHICLE CHARGING CALCULATION: PROPOSED BUILDING HEIGHT ]3'-8" HIGHTEST OCCUPIED LEVEL • 2019 CALIFORNIA MECHANICAL CODE MORROW MANAGEMEM SEE G3.01, G3.02 •2019CALIFORNIA PLUMBING CODE • 2019 GREEN BUILDING STANDARDS CODE DAVID WOLFF dwld 1onowmgmtcom 448STALLS x5%=22.4-23 EVC STALLS REQUIRED PROVIDE: 1 VAN ACCESSIBLE EV- 1 STD ACESSIBLE EV FLOORAREATABULATION NFPA 13 I I N VIA CALLEJON, SAN CLEMENTE, CALIFORNIA, 92673 FIRE SPRINKLERS PARKING SCHEDULE -RESIDENTIAL LOW SMAR STAGE FALL FLYSTEMS TECHNOLOGIES, INC. FALL FLORES ])9 ACRES(121,]62 SF) LOT AREA 1.03 ACRES (44,8]]SF) Deecri lan T Count p yce RESIDENTIALADA ADA ResldemW Gauge 9'-0"X 18'-0' 9 AL Aluminum BALC Balcony DETAIL ENLARGEMENT REF. RaulFlores AR, IRVIN, IRVINE, CA 92618 9EU_: OPEN SPACE 9 BUo0In0 u-AR, CELL 1949)269b629 280 UNITS 12.79 ACRES=93.2 DUTAC DENSITY CL Center Line DETAIL REFERENCE CIL CLG Ceiling ADDRESSING CONSULTANT 4.1 FAR. RESIDENTIAL STANDARD ResldenON Garage B'6'X 18'-0" 283 2fi3 CLO CloSel Q SECTION CUT GANNON DESIGN R-2-APARTMENT CLR Clear CENT Concrete CENT Continuous e DETAIL REFERENCE VICKI DELAWDER-PROJECT MANAGER 360 S. GLASSELL ST., SUITEA 36D S. GI-ASSELL ST.., SUITE OCCUPANCY A -AMENITIES B-LEASING&AMENITIES MRETAIL RESIDENTIALTANDEM Tandem Gerzge8'-V' IeS0'2 144 1. Grendro 1: 418 gig DBL Double DIM Dimension ORANGE, CA 92BOB ()14)4]3-0209M - S-1- GARAGE STORAGE B ACCESSORY SPACES S2-GARAGE STORAGE &ACCESSORY SPACES DN Down INTERIOR ELEVATION REF. ()14)538559f0 (PER CBC 2019 CHAPTER 3) DS Down Spout DWG Drawing PARKING SCHEDULE RETAIL ELEC ElBcidcal 0— GRID LINES ELEV EIWN0n (3)STORIES TYPEIAWI MODIFICATIONS CONCRETEICMUIMTL FRAMING CONSTRUCTON TYPE 15) STORIES TYPE IIIA (OVER (STORIES TYPE IA) LIGHT WOOD FRAMING OaxdpOon Tyya Court BID EO EQualA REVISION NUMBER (CHAPTERS) RETAILADA ADA RABil Gerege T-0"X10'-0' 3 EXIST Existing EXT EMedor ® NOTE REFERENCE (1) STORY SUBTERRANEAN(2) STORIES ABOVE GRADE PLANE FOR TYPE IA ALLOWASLEHEIGHT&STORIES BVILDING(HORMITTAL BUILDING SEPARATION ALLOWANCE PER SECTON 510.2 2 FD Floor Drain FF Finish Floor �� DOOR (TABLE 504) (5)STORIES885'-0' FOR TYPE IIIA CONSTRUCTION (PER SECTION 504.3) DEFERRED SUBMITTAL RETAIL EV Reieill EV Garage 0'-6"X10'-0' 1 FG Finish Grade FH Fire HyOrant O WINDOW AUTOMATIC SPRINKLER 504.2) — 1 FHC Fire Hose Cabinet FL Floor ® SMOKE DETECTOR TOREAS (SECTION ALLOWABLE AREA (SECTION 506) ALLOWABLEONAREA GPER STORYAa ISECTIECTIO2N.3) ION S2) REFERTO FRONTAGE INRE45E CA -CS (SECTION 506.3) — — NOTE: RETAIL STANDARD Re- Gerege O'-6"X10'-0' 49 FOS Face of Stud POW Face of Wall(Finish)® FAN R-2IS 1HOUR 49 FT Footor Feet FX Fire EAnguisher ® FLUORESCENT LIGHTING OCCUPANCY SEPARATION R-2/A NOTREQUIRED (TABLE 508.3.3) R-2/8-2 1HOUR — RETAIUGVEST VAN EV Retaill VAN EV Garage B'-0"X18'-0'2 1 GYP Gypsum Board CEILING RECESSED GEN Generel S-1IS-2 NOTREQUIRED _ 1 Goed—:53 53 HT Height 0 INCANDESCENT LIGHTING HVAC Air Conditioning WALL MOUNTED R-2IM (HOUR Al -2 NOT REQUIRED MECHLWC MLight chanilallConcreteO INCANDESCENT LIGHTING UNIT TYPE SCHEDULE 460 MTL Metal CEILING MOUNTED NG Natural Grade PARKING SPACE SHCLT IT-C UNIT TYPE COUNTPROPOSED NTS Not To Scale M TELEPHONE OUTLET 2fi0 OC On Center PL Property Llne N COMPUTER DATA OUTLET UNIT PROJECT 16-Ot 76 RD Roof Drain lapz a1 INFORMATION REO'D Required E3 TELEVISION/CABLE OUTLET RM Room SCH Schedule � THREE-WAYSWITCH S 1&03 18 1&04 9 SUBMITTAL LOG 18-05 5 SF Square Feet BHT Sheet '&06 5 4Y22/202 2 1C0%DD SUBMITTAL Sim simile, S SINGLE -POLE SWITCH SPEC SBro.toffilon CEILING MOUNTED iL-01-Ipxxr 11 2B-01 28 0 STRUC$VucWral JUNCTION BOX TC Top Of Curb SI Q022 25% CD let PLAN CHECK SUBMITTAL 28,02 10 TG Top Of Grade 6 OUTLET W/GROUND-FAULT TOP Top of Pa To CIRCUIT -INTERRUPTER 2&03 5 38-01 4 TW Top Of Wall Tye' al 9 DUPLEX RECEPTACLE OUTLET ZWater Closet H EETN LW -Lower 4 STA1 3B WD Wood� "HALF -HOT' OUTLET ST-02 16 WIC Walk In Closet SPLIT -WIRED RECEPTACLE .^1.01 Grendtota1: 260 280 Amme,k Do ree An.—AgaHma.uzzgt6r-Maa;o�am.m GENERAL SHEETS .G1.01 PROJECT INFORMATION .G1.02 SHEET INDEX .G3.01 FLUOR AREA ANALYSIS CALCS .G3.02 FLOOR AREA ANALYSIS CALLS .G1.12 ACCESSIBILITY DETAILS .G1.13 ACCESSIBILITY DETAILS .G1.15 RESIDENTIAL ACCESS. DETAIL .G2.10 CALIFORNIA GBSC .G2.11 CALIFORNIA GBSC .G2.20 ACOUSTIC REPORT .G3.04 EXITING DIAGRAM .G3.05 EXITING DIAGRAM .G3.06 EXITING DIAGRAM .G3.07 EXITING DIAGRAM C-1 TITLE SHEET C-2 INDEXMAP C-3 SITE DETAILS Cd PRECISE GRADING PLAN C5 PRECISE GRADING PLAN C4i PRECISE GRADING PLAN C-] PRECISE GRADING PLAN CA STORM GRAIN DETAILS C-9 STORM GRAIN DETAILS C-11 STORM DRAIN PLAN C-12 STORM DRAIN PLAN C-13 STORM DRAIN PLAN CLL1 TITLESHEET CU-2 SEWERDETAIL CU3 SEWERPLAN CU-0 WATER PLAN ARCHITECTURE SHEETS SITE PLAN FLOOR PLAN LEVEL 8 FLUOR PLAN LEVEL 1 FLOOR PLAN LEVEL FLOOR PLAN LEVEL 3 FLUOR PLAN LEVEL 4 FLOOR PLAN LEVEL 5 FLOOR PLAN LEVEL 6 FLUOR PLAN LEVEL ] FLOOR PLAN. -LOWER ROOF FLOOR PLAN UPPER ROOF LEVEL 1 SLAB PLAN LEVEL 3 BLAB PLAN FLUOR PLAN LEVEL B SEGMENT PLAN 1 FLOOR PLAN LEVELB SEGMENT PLAN 2 FLOOR PLAN LEVEL B SEGMENT PLAN 3 FLUOR PLAN LEVEL B SEGMENT PLAN 4 FLOOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL I SEGMENT FLUOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL I SEGMENT FLOOR PLAN LEVEL 2 SEGMENT I FLOOR PLAN LEVEL 2 SEGMENT 2 FLOOR PLAN LEVEL Z SEGMENT 3 FLOOR PLAN LEVEL 2 SEGMENT 4 FLOOR PLAN LEVEL 3 SEGMENT 1 FLOOR PLAN LEVEL 3SEGMENT2 FLOOR PLAN LEVEL 3 SEGMENT 3 FLOOR PLAN LEVEL 3 SEGMENT FLOOR PLAN LEVEL 4 SEGMENT I FLOOR PLAN LEVEL 4 SEGMENT 2 FLOOR PLAN LEVEL 4 SEGMENT FLOOR PLAN LEVEL 4 SEGMENT 4 FLOOR PLAN LEVEL 5 SEGMENT 1 FLOOR PLAN LEVEL 5 SEGMENT FLOOR PLAN LEVEL 5 SEGMENT 3 FLOOR PLAN LEVEL 5 SEGMENT 4 FLOOR PLAN LEVEL 6 SEGMENT I FLOOR PLAN LEVEL 6 SEGMENT 2 FLOOR PLAN LEVEL 6 SEGMENT FLOOR PLAN LEVEL 6 SEGMENT 4 FLOOR PLAN LEVEL ] SEGMENT 1 FLOOR PLAN LEVEL] SEGMENT FLUOR PLAN LEVEL ] SEGMENT 3 FLOOR PLAN LEVEL ] SEGMENT 4 FLOOR PLAN MEZZI UPPER ROOF SEGMENT 1 FLUOR PLAN MEZL UPPER ROOF SEGMENT 2 FLOOR PLAN MEZL UPPER ROOF SEGMENT 3 FLOOR PLAN MEZZJ UPPER ROOF SEGMENT 4 REFLECTED CEILING PLAN LEVEL I REFLECTED CEILING PLAN LEVEL 2 REFLECTED CEILING PLAN LEVEL 3 REFLECTED CEILING PLAN LEVEL 4 REFLECTED CEILING PLAN LEVEL 5 REFLECTED CEILING PLAN LEVEL 6 REFLECTED CEILING PLAN LEVEL ] EXTERIOR ELEVATIONS EXTERIOR ELEVAITONS COURT YARD ELEVAITONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS GRAND STAIR SECTIONS ENLARGED BRIDGE PLANS ENLARGED POOL AND SPA LEASING OFFICE ENLARGED PLANI RCP CLUBROOM) FITNESS R00M LEVEL 3 YOGA ROOM LEVEL 4 ROOF LOUNGE LEVEL ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED UNIT PLANS ENLARGED CORE STAIRAND ELEVATOR PLANS ENLARGED STAIR PLAN ENLARGED STAIR PLAN ENLARGED STAIR PLAN STAIR SECTIONS STAIR AND ELEVATOR SECTION STAIR AND ELEVATOR SECTION BUILDING STAIR PLANS DOOR SCHEDULE WINDOW SCHEDULE :TO EFRONTSCHEDULES STOREFRONT SCHEDULES CONSTRUCTION ASSEMBLIES FL EILING 8 ROOF ASSEMBLIES METAL & CONCRETE FRAMED WALLASSEMBLIES GARAGE 8 GENERAL PARKING DETAILS GARAGE 8 GENERAL PARKING DETAILS WOOD FRAMED WALL ASSEMBLIES WOOD CONNECTION DETAILS TRASH CHUTE ASSEMBLY DEMISING 8 FIRE WALL ASSEMBLIES STAIRDETAIL ELEVATOR DETAIL PENETRATION ASSEMBLIES PENETRATION ASSEMBLIES FIRE PROOFING DETAILS ROOF DETAILS, DRAINS, SCUPPERS DOORDETAILS STRUCTURAL OO GENERAL SNI GENERALNOTES SN1 STRUCTURALSPECIFICATIONS SNI SPECIAL INSPECTION 01 SLAB PLANS S200 LEVEL B FOUNDATION PLAN S201 LEVEL I SLAB PLAN S2 01.1 LEVEL SLAB (NORTH I SOUTH) REBAR PLAN 52.01.2 LEVEL I SLPB(EAST I WEST) REBAR PLAN S2.W LEVEL 2 SLAB PLAN S2.02.1 LEVEL 2 SUB (NORTH I SOUTH) RESAR PLAN S2022 LEVEL US (EAST ) WEST) REBAR PLAN Sim LEVEL3 PODIUMSLABPUN! S2.03.1 LEVEL 3 PODIUM )NORTH I SOUTH) RE -PLAN S2.03.2 LEVEL 3 PODIUM (EAST I WEST) REBAR PLAN 02 DETAILS SCI.O STRUCTURAL DETAILS SC2.0 STRUCTURAL DETAILS SC2.1 STRUCTURAL DETAILS SC3.0 STRUCTURAL DETAILS SMA STRUCTURAL DETAILS SIA 0 STRUCTURAL DETAILS SC4.1 STRUCTURAL DETAILS SC4.2 STRUCTURAL DETAILS SC5.0 STRUCTURAL DETAILS SC5.1 STRUCTURAL DETAILS SC5.2 STRUCTURAL DETAILS SC6.0 STRUCTURAL DETAILS SC8.1 STRUCTURAL DETAILS SERD STRUCTURAL DETAILS 02 SUPERSTRUCTURE FRAMING PLANS S2.33.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENTI S2.34.H LE FL 3HARowARE PLACEMENT PLAN - SEGMENT 2 52.35.H LEVEL 3 AEG PLACEMENT PIN - SEGMENT 3 S236.H LEVEL3HAROWARE PLACEMENT PLAN - SEGMENT 4 S2.33 LEVEL 4 FLOOR FRAMING PLAN - SEGMENTI S2.34 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 2 S2.35 LEVEL 4 FLOOR FRAMING PUN - SEGMENT 3 S236 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 4 S237 LEVEL 5 FLOOR FRAMING PUN - SEGMENT I S2.38 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 2 52.39 LEVEL S FLOOR FRAMING PLAN - SEGMENT 3 S240 LEVEL 5 FLOOR FRAMING PUN - SEGMENT 4 5241 LEVEL 6 FLOOR FRAMING PLAN - SEGMENTI S242 LEVEL 6 FLOOR FRAMING PUN - SEGMENT 2 S2.43 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 3 S2.44 LEVEL FLOOR FRAMING PLAN - SEGMENT 4 S245 LEVEL T FLOOR FRAMING PLAN - SEGMENTI S246 LEVEL] FLOOR FRAMING PLAN - SEGMENT 2 S24] LEVEL] FLOOR FRAMING PUN - SEGMENT 3 S246 LEVEL]FLOOR FRAMINGPLAN-SEGMENT4 S2.49 LEVELLOFOROOF FRAMING PLAN-SEGMENTI S250 LEVELLOFTRi00FFRAMINGPLFN-SEGMENT2 Si51 LEVEL LOFilROOF FRAMING PLAN -SEGMENT3 S252 LEVELLOFTIROOF FRAMINGPW SEGMENT4 5253 LEVELHIGH ROOFFRAMINGPLAN-SEGMENTI S2.54 LEVELHIGH ROOF FRAMING PUN -SEGMENT2 S265 LEVELHIGH ROOF FRAMING PLAN -SEGMENTS 5256 LEVEL HIGH ROOF FRAMING PUN - SEGMENT 4 OB_AMENITIES S5.11 ENLARGEDAMENITYS FLOOR FRAMING PLAN S5.13 LOUNGEFRAMINGPLA SSA4 ENLARGED BRIDGE FLOOR FRAMING PLAN 07_UNIT PLANS S5.M ENLARGED UNIT FLOOR FRAMING PLAN S5 21 ENLARGED UNIT FLUOR FRAMING PLAN SB2] ENLARGED UNIT FLOOR FRAMING PLAN S5 23 ENLARGED UNIT FLOOR FRAMING PLAN S5.25 ENLARGED UNIT FLOOR FRAMING PLAN S5.26 ENLARGED UNIT FLOOR FRAMING PLAN 10 SUPERSTRUCTURE DETAILS SW .1 STRUCTURAL DETAILS SW .2 STRUCTURAL DETAILS SW .3 STRUCTURAL DETAILS SWI.O STRUCTURAL DETAILS SW2.0 STRUCTURAL DETAILS SW .1 STRUCTURAL DETAILS SW3.0 STRUCTURAL DETAILS SW4.0 STRUCTURAL DETAILS SW5.0 STRUCTURAL DETAILS SW6.0 STRUCTURAL DETAILS SW6.1 STRUCTURAL DETAILS SW8.0 STRUCTURAL DETAILS SW9.0 STRUCTURAL DETAILS MECHANICAL M0.01 GENERAL NOTES, LEGENDS B SYMBOLS MO.02 EDUIPMENTSCHEDULE M0.03 EDUIPMENTSCHEDULE M2.00 OVERALLPUN-LEVELB MUM LEVELB-SEGMENTA M2.00B LEVELB-SEGMENTB M2.01 OVERALL PWJ-LEVELI M2.01A LEVELI-SEGMENTA M2.01B LEVELI - SEGMENTB M2.02 OVERALL PLAN - LEVEL 2 M2.0. LEVEL2-SEGMENTA M2.02B LEVEL 2- SEGMENT B M2.03 OVERALL PLAN -LEVEL 3 M204 OVERALL PLAN LEVEL M2.06 OVERALL FUN -LEVEL 5 M2.06 OVERALL PUN -LEVEL 6 M2.07 OVERALL PUN -LEVEL] M2.08 OVERALL PUN LOFT LEVEL M2.09 OVERALL PLAN ROOF LEVEL M43.1 UNIT PLANS M43.2 UNIT PLANS M433 UNIT PLANS M43.4 UNIT PLANS M43.5 UNIT PLANS MC2.01 OVERALL PLAN-LEVELI-COMPOSITE MC2.02 OVERALL PLAN - LEVEL 2- COMPOSITE MC2.03 OVERALL PLAN - LEVEL 3- COMPOSITE MC2.04 OVERALL PLAN - LEVEL4- COMPOSITE MC2.05 OVERALL PLAN - LEVEL 5- COMPOSITE NO OVERALL PLAN -LEVEL B-COMPOSITE MC2.0] OVERALL PLAN - LEVEL ]- COMPOSITE MC OS OVERALL PLAN - LOFT LEVEL - COMPOSITE MDT DETAIL MD.2 DETAIL ELECTRICAL E0.01 SYMBOLS,ABBREVIATIONSAND INDEX E0.02 GENERA LANDFIREALARMNOTES EO.03 LOADCALCUWTIONS U. SINGLE LINEDIAGRAMS EO.05 SINGLE UNEDIAGRAMS BUS SINGLE LINE DIAGRAMS EO.07 UN IT PANEL B LIGHT FIXTURE SCHEDULES EO.08 PANEL SCHEDULES E0.09 PANEL SCHEDULES E0.10 PANEL SCHEDULES E1.00 SITE PUN -OVERALL E1.00A SITE PLAN -SEGMENTA Et 00B SITE PLAN -SEGMENT B E1.- SITE PLAN - SEGMENT C E1.00D SITE PLAN-SEGMENTD E2.00 LEVEL 8-OVERALL E2.00A LEVEL B- BEG MENTA E200B LEVELS -SEGMENTB E2.000 LEVEL B-SEGMENT C E2.00D LEVELB -SEGMENTD E2.01 LEVELI-OVERALL E2.01A LEVELI-SEGMENTA E2.01B LEVELI- SEGMENTB E2.01C LEVELI-SEGMENTC EZ.01D LEVELI-SEGMENTD E202 LEVEL 2-OVERALL E2.0ZA LEVEL2-SEGME14TA E202B LEVEL 2-SEGMENTB E202C LEVEL 2- SEGMENT C E2020 LEVEL2-SEGMENTD E203 LEVEL 3-OVERALL E2.03A LEVEL3-SEGMENTA E2038 LEVEL 3- SEGMENT B E2.01 LEVEL3-SEGMENTC E2.03G LEVEL3-SEGMENTD E204 LEVEL4-OVERALL E2.04A LEVEL4-SEGMENTA E204a LEVEL 4- SEGMENT B E204C LEVEL 4- SEGMENT C E2.04D LEVEL 4- SEGMENT D E2.05 LEVEL 5-OVERALL E2.05A LEVEL5-SEGMENTA E205B LEVEL5-SEGMENTB E2.05C LEVEL 5-BEGMENT C E2.013 LEVEL5-SEGMENTD E_ LEVEL6-SEGMENTA E208B LEVELB-SEGMENTB E2.06C LEVEL 6-BEGMENT I E2.OSD LEVEL 6-SEGMENTD E20] LEVEL] - OVERALL E2.07 A LEVEL]-SEGMENTA E2078 LEVEL]-SEGMENTB E2.01C LEVEL ]-BEGMENT C EZ.01D LEVEL]-SEGMENTD E208 LOWER ROOF -OVERALL EZ.0SA LOWER ROOF -SEGMENTA E208B LOWER ROOF-SEGMENTB E2­ LOWER ROOF- SEGMENT C E2.OBD LOWER ROOF -SEGMENTD E209 UPPERROOF-OVERALL E2.09A UPPER SOOF-SEGMENTA E2.09B UPPERROOF -SEGMENTB E2.09C UPPERROOF-SEGMENTC E2.09D UPPERROOF-SEGMENTD E201 ENLARGEOPLANS E3.02 ENLARGEDPLANS E3.03 ENLARGEDPLANS E5.20 UNIT PUNS E5.21 UNIT PLANS E5.22 UNIT PLANS E5.23 UNIT PLANS E5.24 UNIT PLANS ED.01 DETAILS ED02 DETAILS PLUMBING P-00.1 ABBREVIATIONS B LEGENDS PU0.2 GENERAL NOTES PLO .3 SIZING TABLES B CALCULATIONS PLO .4 CALCULATIONS P-00.5 CALCULATIONS P-0O.6 EQUIPMENT SCHEDULES P-01.1 SITE PLAN P-11.0 OVERALL PIN-LEVELB P-11.1 OVERALL PLAN - LEVEL 1 P-11.2 OVERALL PLAN -LEVEL 2 P-11.3 OVERALL PLAN -LEVEL 3 P-11.4 OVERALL PLAN -LEVEL 4 P-11.5 OVERALL PLAN -LEVEL 5 P-11.6 OVERALL PUN -LEVEL 6 P-11.7 OVERALL PLAN -LEVEL] P-11.8 OVERALL PLAN -MELLOWER ROOF P-11.9 OVERALL PUN UPPER ROOF P-01.1 ENLARGEDPLANS P-01.2 ENLARGEDPLANS P41.3 ENLARGED PLANS P4.1 UNITPLANS P-03.2 UNNPLANS P423 UNITPIANS P-03.4 UNITPLANS P43.5 UNIT PLANS P-R0.1 RISER DIAGRAMS P-R0.2 RISER DIAGRAMS P-RO.3 RISER DIAGRAMS P-R0.4 RISER DIAGRAMS P-2 .5 RISER DIAGRAMS P-RO.fi RISER DIAGRAMS P410.1 DETAILS P-U0.2 DETAILS P-D0.3 DETAILS P-D0.4 DETAILS P-D0.5 DETAILS P-DO.S DETAILS LANDSCAPE 11 Le . LC-1.1 -111 LC .1 L-I1 LCa.1 L 111 LC-1.3 -.113 LC 5 LANDSCAPE DETAILS LCE LANDSCAPE DETAILS LC-] LANDSCAPE DETAILS LC Ni LANDSCAPEDETAILS LC-9 LANDSCAPE DETAILS LC-10 LANDSCAPE DETAILS LC-12 LANDSCAPE DETAILS LIP-1.1 LEVEL I IRRIG, PENETRATION LIP-1.] LEVEL]IRRIG.PENETRATIONPLAN LIP-2.1 LEVEL I IRRIG. PENETRATION PLAN LIP .3 LEVEL 3 IRRIG. PENETRATION PLAN LIP-3.1 LEVEL I IRRIG. PENETRATION PLAN LI-1.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN LI-13 LEVEL 3 LANDSCAPE IRRIGATION PLAN U-1.7 LEVEL] LANDSCAPE IRRIGATION PLAN U-2.1 LEVEL LAN DSCAPE NDSCAPE IRRIGATION PLAN U-23 LEVEL 3 LANDSCAPE IRRIGATION PLAN 1-10A LEVEL 1 LANDSCAPE IRRIGATION PLAN 1I-33 LEVEL 3 LANDSCAPE IRRIGATION PLAN L14 LANDSCAPE IRRIGATION DETAILS LTP-1.1 LEVEL 1 LANDSCAPE TREE PLANTING PUN LTP-2.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN U .1 LEVEL 1 LANDSCAPE TREE PLANTING PUN LTP-1.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN LTP-2.3 LEVEL 3 LANDSCAPE TREE PLANTING PUN LTP3.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN LT-1.] LEVEL T LANDSCAPE TREE PLANTING PLAN LSP-11 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-2.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-31 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-3.3 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN LSP-1.7 LEVEL ] LANDSCAPE SHRUB PLANTING PLAN LP4 LANDSCAPE PLANTING DETAILS UANGIli/4f1":1.1 bYN_I9�Y31=Y1:LIF9.112ni9":1.: LSF-1.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN LSF-2.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN LSF-3.3 LEVEL 3 U NDSCAPE SITE FURNISHINGS PLAN LSF-I.] LEVEL ] LANDSCAPE SITE FURNISHINGS PLAN LSF4 LANDSCAPE SITE FURNISHINGS DETAILS TITLE -T INDEX Aub kDwaIISeNe Ane McBHon Aoatme W0101-WdW. A M G 1.02 ell REACH REQUIREMENTS — = 1 'U' ACCESSIBLE SHOWER PLAN & ELEVATION m I mm ACCESSIBLE URINAL PLAN & ELEVATION GENERAL DOOR REQUIREM ENTS 1116' = _. ACCESSIBLE TOILET PLAN & ELEVATION - = 1'-� GENERAL RAMP REQUIREMENTS V16' = T-0- =E2�L� IMLL =­N ­301­ F­— COMMUNICATION & FIRE PROTECTION DEVICES :...:..... STAIRS & HANDRAIL DETAILS 1116 - = 1 -0 - MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES 1--. 4 DOOR A FRAME, WHERE OCCURS VIEWER jOFDOOR DE ADLOCK LOCK OR -------- ----- -- PUSH PI -ATE jOF DOOR PULL GRIP AND OF PUSH-PULL BAR 4OF LEVER HANDLE, LATCH AND CROSS BAR 0' -------- FIREEXT F.F. 1� DEVICE DOOR HARDWARE LOCATION" N­­. 9 ­kD­­­A­­0I01­diw. — G1.12 FLOOR LANDING NUMBERS OF BOTH SIDES OF JAMB HALL LANTERN CALLBUTTON B - k e NUMERAL HEIGHT B a SO MAIN ENTRY FLOOR ,0 20 rcp'JaO DOOR CLOSE <DUQ< DOOR OPEN O EMERGENCYALARM O O QLLa 0 EMERGENCY STOP a NOTE:AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSE THROUGH EITHER LINE REQUIRING CONTACT. ELEVATOR CONTROL PANEL ,B Iv r�3 I?41 1MUST BE ELEVATOR FLOOR IDENTIFICATION SIGNS S' =1'-0' I J m6 Ll w..exrlrra HOi a�sx :rsxnry L I (B) SECTION (A) PIN ACCESSIBLE SINK PLAN &SECTION 1n•=1w• I `A'F 1 THRU 2 NO ROOF ACCESS xlrlr� EXIT RO TE w TACTILE EXIT ROUTE SIGN S,=1- Q mQ smwumm. g F $ il W ACCESSIBLE SYMBOL o s 3z rc8 ¢ F'ao✓',aa iiz awdusnrw duo EL aewc�no � � Es♦ro,rn rrxE rnrxcr 3 Z tv ACCESSIBLE PATH OF TRAVEL 4 1I18"=1'-D" M. a4 9 rxLawreo�xA"`a` ooEoITaLIEx.x.a oi w ar xor�raarw.� w J HIGH / LOW DRINKING FOUNTAIN VEHICLE WARNING SIGNS FL=I LOOR IDENTIFICATION SIGNS TES (L� EXIT 7AN-AK nd�.TM STAIR PARRNGµo q LY DOWN"` orox�wawlrx MINIMUM BRAILLE. ATTE ACRYLIC FINE S250 axnxrosaunia ncica. w''�a vu.er�idE a.,auor M. swxryllaxor L----------' TO BE BEIGE dcxwxExE vnxnuaaaeu BLACK rzalrva mn¢ r LERER GRAPHICS � �ord r m o..xra�x BID ­ B'=r-o• I I ACCESSIBLE PARKING STALL ROOM MAX OCCUPANCY SIGN SBGNAGE 1 THRU 2 NO ROOF ACCESS — f2 . .0 snEEr nrLE. g XIT 9 ACCESSIBILITY STAIR 1 r� i 44, $ r,rr DETAILS EXIT & RESTROOM SIGNAGE � FLOOR IDENTIFICATION SIGNS 1 � TACTILE EXIT SIGN —= V-D. I J S =1'-I? I V S"=1'-11 {„) AMx kD­NePnaMeEHmARatmeNn20101.MxLNax— G1.13 y � Q a w =9 a 4o s g� zs KEYNOTES �_rJul4 <SYMBOL DESCRIPTION DETAIL <Q^rc5sz a F aowaa Y Qi 0 QQa =F D ,e C taB B A 0 T'S IN 0 a4 ILOSE rooEBN SIR N3 oFTxEaTNx oTE. O ACCESSIBILITY DOOR is ACCESSIABLE BATH 0 • • � ,...,„o, 2B ,. < 1 Braile k r--- B O �To,wix.,4oe0 C■��■ O ❑ _ 30,.x EEBINo,BnrtrENRcaLIn�BnrtsxoNRonTAL. E" T 0 8 Op oNNALEMNERB.LOEscBlBrton B A nI— _ _ AOANN 3ACNONaBnoav oANxcxANAaENs NOTES TYPICAL PICTOGRAMS is ACCESSIABLE KITCHEN 7 cTwG IUIPM.Ts"�`�xE—T-T. SCAIf: N.T.S. SCALE: 11-,'-0' Ers Or➢I0.pp _ 1. BELavrxFE NN.1—BEVEL MIN p,Om'LCNGwrvoMEx6Eox5 PR wCnBINTIIuiAOAa•A ETNw� ,rzEwix. I II I I 'sxaD GRANN mR NOTE LOCKIN2L MTENIALRSIWLLEB0.E OF IB0.etro0. wxEnE NEouweN noAeruN NNEINFORIEMENT wo.D ACCESSIBILITY NOTES FOR �A NTRANSITION BETWEEN FLOOR FINISHES MLLR`u DOFSS LEE OF NUORPoR51rvG ACCESSIBLE/ACCESSIBLE READY UNITS N.LDREOOWELu N SHALL HAVE %OCNING INSTPLLED IN xENEArx EDSEN=E'RNexFweEE.',EN 0.c0uxrtaswai=ITRxE �J — IIHH�II ANE-2INCHESATI—TIES © THRESHOLD sI �ow�— oNONNN FNI RCINc EowaEsaccuxrERTONsxau eEFnovlo orta x / Y aeR INALLATIwATER CLo EGRENTEREASEOFF—EGT Is En0. LErvc,xawlrvcxEsorcaunTEmovswvxeE P0.onoEoro0. © LEVELCHANGES a x.�..,n�iN NOT PIACED ADIACENT TO A SIDENxTxENncxEw aoaw BID THE A? RG BARTHR00 gSNAUNFDLL HAVE A NOBBPR, THE BEVEIREWwEDIFLEVELCNPNGE IsoVEA va NENrtcP11EYEL �'. s Va NaxNuwv[NncaLLEVEt cxarvcE STAI-TION OF No $IMIIAR ALTERw.TE GRAB BARS. xSvuVESAnEULowiI IFTHE—ET LEVEL CHANGE to GRAB BAR REINF. 'm �, c„-1 FONwATNNCLONETN. oNA .WS— ❑° Y ,ceEOEEN�TNACNBEE— slrvro ANLEB33TEELON,N 3aN SHEET nrLE. TI oaEERasE oe.e B.H BeacNBT i wNNNxNN Acx3oAN = _ PITE— — RESIDEN NETALSNACEN3 ❑ n ACCESS.TIAL „rr a5 E ED O I� s_EN,�NNN ET a q __--—— uLuxElsxDnsD� III^III� I o DETAIL UNIT NNE DBnTox0.0 ._'DE ®# LJ I SR NNE3NN wB —N mow= — _FFI —ET =N—EF _� .�nEE R � �RnsE GRAB BAR ANCHORAGE 17 TYP. MOUNTING HEIGHT / CLEARANCES SCALE: HIS. SCPLE. N.T.S. SHEETI .G1.15 I AMme:L DowIlseNe AN,MmHaNAPw,IneNuzzo,evM,a;oN am.m y California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET I (July 2021, includes July 2021 Supplement) CHAPTER GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. emminwman bea.ianeamirameme peen wlmica me.ores speafiea aamamamyin a ugnw bn dmasnawaainea intmnwwea. aoronbe amnb�ulpinq�uaumaream�naluaea inva wlare unless seep eganry, munry, orceyam mun,yas in meman.. S«ben totmib e, ana.MCDI .Vhia hDNr4meabaapglaam ��gsw�eionm re�rwlome�o�rsen l>tceie",aieilu�remems snelitl»qv onlvbe awwlamm�uew :pwennn am d we aeeltmn or enwaien. =an�lura reiq Beni epialupreaet "�mdinssuei"- v°mwnmra,-emRrIml M.goon �»mkea mM1.rm nm.ndm.ma,ma. IlNl" ma.. Are °�bae,a°�d ro 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. IHCDI The preasions d »lions rem mayapgee cenmar �'m redaenlisl buimlrectianeae mg cnreaiamlal ailyio�imv�eaaea ij Irsjwnlgn a»only tiR _ ,abe nataoinalmawnere neaedionapplies j j n a wapgbaaboalnx�aseam ae bolmines, no benwrwin ceusm. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MMEDOCCUPANCY BUILDINGS. In s w w wr x�pwiwdero aemrn speowgc'owuw Eecelp,une:°i" 1re[Nhl x�»maoseayVhdlw. »ng nfil wllyaM .plyl11,, 4illApwalx A,as ewnae Cnvereen. ov� unlls. wmpl Lina�*e�sm�eatne Cerrcomb Cnapreraananppeman.uaarowa b le. wncies. sole wmpNwaw DIVISION 4.1 PLANNING AND DESIGN ABBREVVXTION DEFIINITIOnNS: nunlly Devebpmem e �y ILR omcedSmmemw I nnlrge nitX.cbPm¢nl CHAPTER RESIDENTIAL MANDATORY MEASURES SECTION 4.1a02s DEFINITIONS me DE Mmwbq are aefil- incNger2(.Care mWaetlbmelarehaemal cewioos maewlo»amwu.,ormanrela m�vrysnmvam md.em-el. treemenamauwamner uses rnm inm,wmma mewe,nnme wmxmvivumsana ge�»aaneaow�nno nslope. wamwwaao 4.106 SITE DEVELOPMENT 4, amipenn' gm minnonin npeb ewe,ew c"»n,newreaneeai M1ewln, era»a vP nasop». an nq P ran emmprem Par"odpwerry. re»mereaiw ana main�ou ninonon ore sae. cence mabam ,wmua«an«mawoelappmw S ceeeao�wmalawamy ewdeaww wnmmacasmn.tommariw. 4 waernduae. bgare na frame m.me Mlwmp. e w xaangesnMmetncmmma�r�exaufam Fxepaon: hill ana anerencm ml almny ue aranya ww. 0. a1 Ul-ShG rnwwnmlmam. Newnnnmdion 111 wmply Ma Seam w era lEvsEl s�nal ce�nsmme in.ammanrewlm,lm�cnavmrb vararcaatmmea,anc�sss, ni 01, da aagxv Ewpaana: a n»bynsab.b wM1erethe 1a.9 mbrdy Oft yeonINI memlinM Evmwgiyam _ oPmry re maow w aisoy. uoiN innanrucure a.gn"rwu na onlmalnliN°� ae d"tM1e meter w v m Fvu» ufillry slee wa rase M1cmeoxn«or,neaevaowrby more wan $4W.W pw nas (A W I ana.lunar Aweswry Dwayne unns I.iADu).moul meacml ,w VGVVim(%w. . aaea°na"a. emtoni"e aMi prostEe<ePa Mwe nnaailea4o ampere .non mreunana swware"(sjre ervmtowmninamnabon da arena cawun Ewmwaa: A anwryia na requiree na minimum 41­ 2­1 em'»W V I,-dmal ill aosma�wm m�e cea�mmm�reremm�a mCoee non man V cn«earalmesmem«Naalmnswcnon in E or OVIGIn drcunairectayewl lanfirylbawemowem p4i1oce06ctivegeepireapacel>1�«va�e lww rpualurel Vmerelneaame arewey,e,minalon Iweuon snau pemmnenuyanedndy mamm es'V CApAele. V=nhhhy If w":li °v'imwnan�9�='lliuh (10) l mdan "°main"mbw ne lEv: bPeN:i �wa"m'awa°Ppmnly aware EvsE. alniaayara. repdrea aambwdEv ro mmennram m. pmmd a wwbm ana ®Pads ror apnmm�bv waa wpwv epwt«aa.ianamaa amaraEvaareina wmgay amens wuElanM tya low rymeMn. S» veMM d aPn fi„amrroaartl C. mro as a* awd as ammmaa� » enaicelcceletl,n mearnmon uee Pe yareaem aneu MavaaWlemrrmae by II I-da- oresby secu»4.1. 2.z.Irmo s, malmmogv�w II»wnare vteawllo,'lylom�ome.Vspate let eel«mt m an aore»aie wminA spare g the Cnager tt0. m anmr usedmeacannV mare« acmerole roue. » aafinm in are CeM«me BwmNg Eac n: Exdac»aaewremasmlonsaesiawa ana wnatmdwmwmganw wmrme S.nPnaS zone. Gnawer IIB,arerm,regwream wmplrwtms.amr4.1gs.4.z.t.l ana timwmce Cencel;marBme aamns ep cn a req m npY me Caxomb a rebmmwpryve'um2. eatonovre0ape»IEvew»)mmenemm.rM Evap»enell ba ram loss rem m43mm roPlrz4snmml (14 Z)m�.�m„mVm°."m j.". pIee Prenem me mnimum wem ame is 12ma (Sass ram). rmwabpehemb EVaw»ana meaieb sM1ellndexam t unilvxfinl In4sunim M1cmm,al 12.003 per»nl abpel In arx alreaon. 1InomIIIIi n l Papwee bw aenuryane tale«m+ae wary m5'wmlla Wam mmnamum UealaedrebrencAauilwanaaswca(slreaervwrowrmn �yaaEw..mdP�� ��wl�aram�Ireemmum4o.amperezoaaa.wneminaeeEudrewm ona�wl wnnmd�an m a�ee�" ram m. cauama Eredmd c"a.. . 1 ma brae d umisl a ntraio 1, M1�Pe �ioemunar,ewalv�ea�Ve e.Noemu. balm upone bmadanpnal n4namwey la na-1.1.minimum 4gempere 2g&z 1h.1-Ev IVa a mnmmdion in awcmzem wmma aumma Emnrcel Casa. Iwesmad r wbpana cwus ared«y anal laenery me owreumm wm me cdnomw E�p�res��"mr more Ev marein9 Pores as �Ev cApasle m awamanre dma Ev reindanamnd arse Tnewnnmaion eowmerly malPleenuryvne lore,lor sae maemcm,mm po rewgay am rewdry hil torsve stone �pqa� wreoreaennm a.e,�we Ev meµiywrnfisnya"�iiaoad1 EV Sh-moo nire saww req repnw°nro wmaaiisnmM la o.lw one ror the regmrea numterN M EV epos -11 [e rauMN up ro tlro wrap tcemn reyaPaw UV awwl almmw.. me V a -11 ceaeagyero rm lays d na V awn mall be 1e ron ISas 1 2. me m,n,mum meaaead EV » aceuce 9 bal lnasmm) prywlm raft e-v-aiiry 4.,pr.e 1 me EV.Ph M1arairo DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENEERALft cSGCEnenvnuwnunuem meewaarye»qy 011l,rysanmMalntnowee.tna Gllro.m.E.ay DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4..303 INDOmOR WATER BSxE 0. and Uhl lme.a ana snwemwas)a al I. Ylvan ne wepwcne °.1 1i.1,,4-1 ..2,4-.t9, 11 N m"mgetion ppr1 tn.- lwlfininpaaew ms daemlre m qum np mu ,twee dreaaenaal bus a,w.aa ene aniimwrura m�iecmm"nan Eetac"m emr:Npa�m�ramernbenma°I EewgnlAeao"mapsamman»m'I�enzdme U.seamea t.zwnwsap« sPsebafi�eu» mr rank+vpe relate. we,«s ml ucem�e._Vdm..c as neabe»nlxeea epemmwnmameneatne u.s. esn ..vas more oacbone as ebek va�rw mali�rnlbnae��°e�Naeailmlenperm.: r¢ aw�a UV1.r= ibeeeapnmmonN annwere Mill, aamm nnSIPP. aabnre. imam new me a reeimno eW amry au»d mall ylceb»t anpe aba ulea2S e. remdauemry ml wbac veareas l"ogdaedaxemilmworeneaeply ung)in resieemia -3.1.n ns wrryde.M a sMen innellm In resmemlaw w ellnaeapm I. PIT NNA- VIIIIII clReaddiwu.rmem mcymze�gumuwn)sraona ee�St(1 T01l, xmseafilso 3ft4Xs). am sacnon lsor (aNr)anamap ce»uipg4waaen mbeaiaoamaicanoae. cGeaAa aiRywxmEa0iiuezaIMglanh9[ae rc�eI R.y"ab�h b� )j.seabn"iem 1n(hM4)-SSe 1wxs IGPRA). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 Is SIn.wwren I,h,IPUQI xuxlraurap was lsPml o Cl..11x 5.0 refi .s( sI odams SO rep »ap 11, t,2cus, anal bo na mo-i X4X°Ispmy­ mindlm P'i.ve .1UMloaX , lUNR 11 rm 1«mulanmeasureiwamr ena� Ilmlvaualmremee�ye sin ama-meenmwllniare ma man mcel ae xpgirreaelenseanhenms reallaenme mbizda iTOt.t dma CaMmw pmmar9 Cme. TABLE - MAXIMUM FIXTURE WATER USE IRESIDENNrw )S t. crap®mpsl IREIDENTIAcETs MIN US Gwn®00 PSI m PI u TORY xAucErs IN ._GN. P.IG CUSE PftFAS pN�xg psi GpN ®m PSI a 3U OUTDOOR WATER USEa _ wAr Elx NwWprymwan Emo-em Leman wain rewl"rew'�m Eiol. v"e ritmwr'em ePainye�m�mdwam Rewur.a mabx 1.- nw lmw>=Lola roams in me caamnai case Rydanona T. aaladeeiemyw2.,, Dnwe 22aNUNEoaw wRw mwm»m.iwm'aq wa, UARM.Iww«. are DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY :4a40aO 6ENHH pCEDDURABILITYANDREDUCEDMAINTENANCEaw remm rams,, wnwemm ry aa�mn«memm a ro,�u°°e an'" 4AOS CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 0. orneala more, ry l�el wnstmaionam eVI, -. warm �u,�el«ana. pab « 2 lea ea o_P, a»wnn mx»mmnaexdorara ytlocauaa mwnebl imsare raceme ina�soeywa metuul mumm�amn m�s avers15m tauilN, a imaae m qen n snau beavmiablee nmaion mrexaminaion gamee be,pee,eeas eressa yamewnawcaonem aemoinionwasa mneruam mayaneahoma wu Mrewding. spmtyxm pwn wasmmamaaswnl ce»ime amnm (»a ..lar um UrrG mlaye amny a»raw maam. wnm. m. wnnmdmn ana nmouwn wane mammal wo.am mu m weXwm'ny wnawaw magma empbwe m reauw ma emoum a wnabudbn ana aemonfion wawa sp�aoreiyus na nmcfiwc wanemamnalsan,:nag siren cewlwla,m bywmem«vdume. bgdinwiosLubcm.na 4 nmomm� wanemamna�n�COptlmxw+peg°e�"�efi;ueaea�"mtlo�°us"a»ec°nawei`°'�°uu"monane mwaaa ran ce ewrlwMby a wane meregwnmt mupem. n ma wmwan ana aemdib» w»a 0. wE�dl hPhIhh mµaemea,da�wmanm 4 aremsm,n NON 4Aea., w«wmeammeenmrgneawngywnidrammwbama r IRa am,) eybe waa toemnn M brtslca Dl Pmre»arsren cenoremealmecalmme oewm� nt o, ResouaeseRmeovy°mctin9 RewveylcaRewaeN 4.410 BUILDING MAINTENANCE AND OPERATION 0. P le mtneen en epwmn aldr�l�aul�sai mue �Ihryeeotmbw aw�i+uan. "u" ntmatwmanwlaMll remenvmn mebupa5nearougrodme 2. GPareacn a. Eawcn msysmms Ac sysmms I Pt dicsyaremisaeleamccmniue cnapen s�va,ewrieauna awtmnaam Wrermajar epglanga Ira equipment. vaoi�ty5waerana wanerew+ery wovbm»manmeromnn«reavoe 1. recyaepaaremeana la»aona. omiesyw a«maepun�mev ePem anirnuin a�"ia reieore munvlml°�n"netr°60rgenam sewn woe wn»yn ameaoaawcaa�ea ImPwanre mnadbrmwnxnwn» 5 nspxtrim retllona oleo lea Mere e�iaacirq awnry«mb wee. 11. Imwmawn hom CAL Flre on mammnarr» d aemnaixem.-I �amune resaenbal stmdurea. a e�s'n e, reran allw nneaga°reia�I p­ V1NV ml md-Uhwwr. rase, qen am, crwnic waelxmznanm.ub, or men a laahilN enaataa mol rxydmP ore ne�.e�oon eancbve. aPPNmr ua21aN2NAleceeq.areode requlreem-M, w+m wan«9aenwwarmpwacndre Ihl­ DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION4.S01 GENERAL duper mal ""°ire m». d reaady Me gwfily d ai wmamirana ma are cacmw SECTION 4.W0 DEFINITIONS nceyaebu aye renuerm,wow boa nag bon. COMPOl pcaude aoaebndarauae nwa�bwprn.ebonorelMgyaaoa. ana e A p mmb�er elll asswcfim in caaomm coee rep n°ms(c )111a11, Swnen 9IRGIst2o.t. rg wplanwvaaa»a1. nmwmon avmmmel ems aa.ar remwalan ram me wanee a,mwamre ea ebmare» ell nee a»e, m xe «aaee aayapmre. y � p 4o s p a F'ao✓',aa 9 Apme»ND«al URAna BteebonAwrtmenUY I0I-EmdpnN Vt G2.10 California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1(July 2021, Includes July 2021 Supplement) FMremHmn wMme are apedfree in CCR TN , 7. Seofione Ni W nu,7.'Cann "I (al. e meamo1dwater, a for aeonswince mayear me rabm aaspmbletomeenmmiip agrxym .z RxIMM E11L PDL lT CONTROL. Fnne mMa Millmmgywm, m'a»nlo.. .anbum«eamng.mmcel«reAimMa�pold"'�o. raaq�e� us m .Imno.Rorie,�esl��ro IiU -.1 or'asir anti aU.S.p..m ai nrmaaiasmw �re supra prmunaamoa,en arngywa ma aide m Prom,-1. mein» of1EX.n t—W iu Ms(mI«omm,, emymreabnleeae, melnybnemlonee, percnlomdnyleneane t«noi.Wmdey+erel.rmgmr»msd q.euas, sspraim in suesram z 'mow. s I. mreslinelslpgcoS .mhlllm ne aeresapanpae inn�are, re1e naming pmnitimnuemTpouseetcenaln mxm mmpmnes.dCatimm-a Coaeolreegwaeons.Ticet7. peaelryw GN mmgo ram "e»ityinaNeemNq�ae Flnelmnnat as -High Gmu yl�me �aefi»etlnN w�ea»mne a11, 4,SLNM4Jydb»zaP7cslifama ArR ..l re. rm Ml." engRa.N«mM«NonAatHign Gloeavx llmitin Terre 4.sw.s sn IepgylM»w IMI n�Aebtl MIR gasii(z)(i)am me requ&remems.Wclluaing pronboraowdxwiwnin+me tlzz(e)m am inn 1 a canmmm cm. a aposro llmeludI the ear area 1.4a nt oamd aaae�may mmpryrmme peme.,vocaywrg pmaaG emea S..a ReAda"em S. w,m4g. be pmMm,tm.regpmame SM E. Feb vmkeom aen acre pmungxmsren. TABLE 4.504.1 -ADHESIVE VOC LIMIT,: (Len weer e.aL Exemq--. in -TMpr UNT) ARC­SUM­13 OOR.RPETAIESive.S CARPET Pan ADHESIVES SO MOD FLOORING ADHEEIYES ISO RUBBER FLOOR ADHESIVIES SO -ASPHALT 1= MULTPUNRGEE UCTION HE51 YE TRUCNRaL Gum4GTnDHESMES SING- 200E MEMeRAxE ADHESrvES OTHERADY.— SO SPEOMMAPPLICATONS CMWELDING ABBINEUDING PLUYTICCEMENTWELDNG D ADHESIVE PRIMER FOR PI-ASTIC CONTACTADHESWE SO A UCTURAL MOD MEM� ADxE.Si lE US TOP e'T.M ADHESIVE IS POROUS Iu lExaPiwooDl TABLE 4.504.2 - SEALANT VOC LIMIT (L»sW Exemq cnmlil Oil UNIG SEMLOITS LIMIT MATINEDECK PIGS SIR SIGUE PL .SBALANTINSIMENS oT ER TABLE 4.504.3- VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSvrGM S LESS wn7ERa LESS EKEM PT N,rC PER UTER OF COATING. Col BITUMMOUGN-FOGATINGE GO CONCRETECUS GCOMPOL—B CONCIETElMAGONNIFEALINS 00 DRY FOG ­INGE 1. FORMAELEASECOMMUNDS IS GRAPHIC ARTS CWINGS DNGx PANTS) HIGH TEMPERATURE COATINGE INDUSTRIAL CE C—INGE IS LOw SOLIDS Ca NGS, MAGNEBIECEMENTC—INGE 4W MULTIGOLORCWINGS T. PRETREATMENT INASH PRIMERS F-F COATINGS PUBT ENT ATIME IS SHE11AC5 CLEAR OPAOUE AND UIDERCOATERS STONEOONSOUDANTS WMIMINGPDOLOCATINGE TRAFFICNARNINGOORTINGE ISO TUB & TILE REFINISH COATINGE WATERPROOFNG ME MBIlATES ODCOAnI NGS w000PRESERvnmE3I I- PRIMERS TABLE 4.504.5 - FORMALDEHYDE LIMITS, .A.—. PLT'w000 vENER OGRE PARTCLEBOAND D. MEDIUM DENSITY FIBERBOARD S." DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) _ Almmailanalmmmewlmm,,i at-m»tmeregairemeebdme emiromb celcem ees.imilunsogge�lvimn menla w,eraers, vemm+.z, x mry bi IEo"ivwm wmsoara maemtnel mmuum a W. nnpaG/x-.w.mpn.w.gwlvrogremarcovxami OODUFHURMOMPS,MA .lFtenrq c � msa F.z am aI_. s.P�Rr icremmn, veuw.t2ae wainz i NPN, ww.mph mgwmregre CGRHP1DEODCEHteHAO MAoc.MP.romre 4.s4.3.2 D3rpet aenmlw. All mina.1-11. siren mint tce requireuenm d Tade 4.sg4.+. �eq^mPme celmsspnoen�m oM%w ilc xmemaxiw �iM vasty. t.z.3a 11111.U,Pse.Amdmemrcala«.ia'peat lon btssol see GeromaD rmamaPudc Hunnmwebeimt«mefivaon rartaanateaMglebe. nm W vnswx.mqi.m.govmmgremacCovxvloEOOcrEHLauroPegewOcaspx. wpm PAtSII idll GO 1mmmwmia 1NPMromxM wmaH­ Rgz+zammp.l. M rare me eats apeceim in mom »awns. msnuwn in Tapia 4.sg4.s M povamae req»nm 2. ev e. a °"'m.aaWGnaaoo.amanwata.adire Mbwig _d warm, °aam�mt`roea. wo"g e-1se wpm P.— 1-1 D. OTH4.i:rl"Pae1io 9 d�eaaam�tirre SM Ps,.rFE-zab.mma.tme E.gmeead e. omermremaamep�"be�. ro'm: cSA.maaMN.�av" Do's ab.wma...a w..aa. can a..5OS�NTERl0 M015TUR CONTROL ®«adme crePmnaa Eonaagstamawcae.. emra ui a m « pun maa cneptert4orm"nrete smmnnungmumn oprsreuipieem nanvree veWPomer sv ma Glibmm Resieeneal tine. Cnegers, span alsocomplywl,n mis »dlon. rolro. Itba bream AmP mrvbeaE anon be manlMa �. mmgbn»winrlewaneatme na (tg t.s ram) mine sale d t rz inm H z.7mm1 «Iergr awn e�regme sMu ne pmvam wan amr wge"a, a a�aA�ing Wil m eMaamsnal inroimeem, e»Amanun Wvere Inewm. 3. Aslab Aprifim q epepmnsmma»g.pm,»sro%i apaelnev. moisluremntmt Mamure mmem span m veam in mmplv��W IXe mu aclrymmddure mebr.Equivalem m mby NeeMPm a aeMell ambtyrepaimn»m mm:n et a mim z and (s+P mml m fi led H z, a mml mom me grece aempm me M gdomm m well antl Amr M1amirg xiN tlxurtienbtian 3. wpl barbneem«cirg egergepoMmatteetime dePPrevalbenGou Ne wYl am Po«fremin9 _ Wlrauedaem prcaudesnan lebw Aemrepanuhs,renm'mM pram m 4.506INDOOR AIR QUALITY AND EXHAUST to 1' uemn ram. Eon' ammo. semlbe ill -BMW m brain me w STAR mmq�mAll I oobe i tlminae maI%ma wlaengm Ill W a uaewn a sp na ors nudlm We mmaMm o-d. HATUS mnDroae Mell bea� eAtljuemiem bmw»nerelMNenumiab range Muter« equslem emm�mun un lryamrolmaywiaemmoq«eoromrto m»ua unblry —I may m a mmmm mmpmem to me m»ua fan one is nd mqulrea m» imegrel(i.s., ban..) b 1 m m mnraan ea a n�.omal s 1 U, wim nenapwr4 Ermgr4. n r« 4.50Wl 7 ENVIRONMENTAL COMFORT m e®a, denAoes a.aI.I- eHwpmmise adm uaim�N� Ilmlaa+NSImeACCAZ Menmld-zgt, (Realcen,Iel rnmnjnIpnE renaomwSme avabm amp.somxareor memms. _ lt4 (ASHMdR»memal Dudsysbmsl. 3. �elwn,a'seiemml,ar9mner�epa nbemND ISANSlrenpa awls m+4 (Realcenfiel xmglon: a da»mate A ampratums nemasaamemuremecysmmmrmemeare aompnbb. CHAPTER INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.11NSHALLER TRAINING. Hvnmc syamm msWug„o.Ielyao�nganairymmroMgn�we"reelnp w slleuity..fa oemo..eamm aee «mae y ftaa vnc: Fm1or�tre d,., tr.uem�mil l,bA �lamae. �wea a amepbble Rune eaalrre am arer�mwn p.Ara�m maiaee sin a,e rat nmlma m g,a,amwi.g. PI aH.TNNgn­.nimppogama M Cain, Iemr «demure magr mmalnne «mmlmem egmlrenas. .l sin lA bymamm n.Aogmmaem. mina ampbbmmte.enmd.Aage.ay. 702.2 SPECIAL INSPECTION IlICD]. wxnialuiree pymeenrordng egawy, meomerorue en�nry en mmganmlw,milnrsocm speaslceinmsp a pemaao-are mnp�pdenm nvlarrype of iraWGion «bekm h WHormN. In adtleim m Wmaede geie enlarcirg egerq.ere blbwangmNfimgsna«Muuom.®YM araleerm byfneenbrdn�A aAunrywnenevalueE.A lnequeliywflonaaespxbllmacmr: mfimd«bya.dlonal«rtglonal Ar»n buaainA prcgrem oraantlaM WbGSM1rH rufimSsnm 4. sb4. bwiae an� areulfinga»rifim&na eniuem, u u ERs reds, baltivg M reMappmnumgexlrq pog«mintheepprepreroeeee. " +.I�al�avp Rol'ssrelil�n�•am»nueawnn.q fi.e.aal mureamfnamameaa«me gmnm xrmmamee. nam»m awamnaammmAmm. H"bmmia9 wl"«s�m(xER�s).'ss�m,(csclm«ro Pe lwnm requlmfMme emwclrg egencr.lne ownrormemapombm emlryrnngas me ownxa egem seen .e.r mores nsp«mmm Puraee lmmcu..«m«e.ees.e«sssnmmsdemaemmpna.m rnln ms�msedlar.msaa,e mmpde.a mine musbdl...rme enmM.eaAe.av,«me m"IauNc.ema�spremort.tmbe penomea. n msprmr anon to»amnmmlbo Emma eetl by me neamamn�fimuo. anaumdm vrealmto a ma to �nn�m.ucemmlrae Wine l«aee i.sWam«sxaammaapamamamloaa.mn.oe.a.ns i9miaaf l.tna msarbls rma prapn � are inepruog,a aompllanu.mn ins mae. 703 VERIFICATIONS 705ke.100C�MENTAT10N. Dommmmam uammalrwwmpaerrevmn ram nallndua UIN meM1een%utlneaeenga ifEanomtatevu� dnoelmnkrnnemiiwl wnensp�mFm"ae a i.speam m nemasary m way mmpfis,m. Nn metlwa d mmpliem Ml be e W dfim in y � p 9 AamuM O«allSeme Pne Meehan ApertmenUYlg,g,-Ebeiq. Aral,.M G2.11 %Y1. V�eN� � FrmrmmemN Nmu Madlsm:-laem, CA V r AreMix; VApmNtt No. ]eni05a Xmembs ]1, 201]-Pg6 WVeneldaun Azs.aates VMIa^.n Axalktes 'a lxdxelw bns PmlavlU 60 SUMNR- reeaalpwingwmmanresmealwrtiwNtem. regairea m.pMtlw na.Imena a. dew,ibea in mis FMeam Use • The preditted noise level inthewtdom useareas do nm I—d the GW of Santa All General Plan th,Sl a 65 CNEL. No mhhgXb,,, is re Ild. Re M<nna Nochangeaare requiree,Dtnerypical mof tlesign. • sviMowsaM glass doors I.egw.dm$TC rmings antl wall upgrade as shown in Table3 Al-.1e in ApwrMis d.heuiretl. Ml uni[sare relommentlea[oho. sTC 30glazing minimum, even when narequiretl by Iotle. • Residential mechanical ventilation, or ahermwns.l natuhl ventilation, shall be provided for all units within Zones A and 8. NwAesldential • Thep dfiled manimum hourly Lm zouM tenet along-1. Park Onve was fwntl h be less than the 65 IRA thlIhold per the URN -Green Building Code that would require analyns Therefore, no fun -analysis is required tod-91te wmD11— ,ith the CALGreen—.,bml requirements. Various noise mitigation mmhodsmaV be udli[ed Ip.11srythe.a. criteria des[nbed inthis report. on amiNwti.n methotls[M1a[ tleviahhom requirements snaultl be reviewetl by tM arourticel ronsulhnG If you here any questions., Imnmen-.p,diM this report, plea. d. rest hesitate to I.. —III Sin[erely, VeneFlmen Asspaa[m,IM. Rid H. SH. Senio//rjAssAocia (�t—e I John LOVeMe PH'cipal Z.e` veneklaun Assoaates frmrtnmmW Hwx Matrys; vn Projnt�hAbl, a �Y XPtembe L201]—Page] APPENDIX I- GLALNG REQUIREMENTS In order ro meet IM1e preditted interior.a. levels 1116W in Section 5.0, the glazing shall meet the f lI-ng requirements: Table 4. Acoustical Gletmg Requirements: Minimum Octave Band Trenzmizzbn....d STGRating the Tmmmisslon toss ominal Tbkkness Bwl Penis Fre4Uemy(Hn 125 is0 500 100p 3pOD arpp Ratlrg 1" dual 1"laminated-insulated 1" insulated+sash Thethwn ss on loss values'. the table oboe wn I kety bemet whh the tallow ngglaz rig assembl es: 1 STC 30.1/B" I'h' 3/ aim--1/8"—.1ithl 1 SM35.7/32"I ed ]9/32'arswce 3/I6"mw.IRM1c 3 STC M:1/B• Ih%2•airwace 1/8"mwDlhl arspace 3/8"storm sash Xo.111 tsn. b—Mithrtan a..,l- ,W antlI aWmay)mRIne wdormance of the overallsystem Theas.mbles Oven above are proneedasa bas s &Ir,—tbut regaNless th ronrtruchon, the.aave band tranm ss on loss of the DX.IN, system sekned murtmeetthe values n Table 4 abo. slur lady, [ s Derm wbk[. use an alternate assemblyromvwt on f [m. vanzm ss on loss requ remen[x Nate thathe ryrtems shall not be.lsrc[etlan the bans a STC ratbN nB alone Indep —tlabmatory..urtiwl test ep— h..Id be provided far review by the design team to canDliance with glazing aro 0.1 wdmm..requirements. Ubshall be a member& the NVIAP Dm6,am fur aroretlttafion. hb,epmts shall be in compliance with ASTM IN.— ESD antl be rwMIXE than 10 years dd(from dale of submission.n­aft Xjed). The Net, shall U;II—a o. the entire assembly, maudirighame and seal.. If to -pbhU are not a»ilable for the asumblh, VA w.ultl requiretnattneassembly be testetl at a thiM W M intlepentlentlab auretlited tbraugh NVLAP far the ASFM E90. Table 1-TmMI [aunts ant Ulalatetl U1ELabng Clmm propeMUneto Mdkautl Roatl Source teed- TMllic Count Umen[CNEL imureCNFL1202fi1 -5 3)6,Ofi0 79 ]90 Ubrilbpark Drive 9,123 61.6 62 OmMII FHerbr EWmure Based on the -ter model, VA <,I,I,t,d the noise level at dlfferem Iowtlons a0oss the Drojett 'te. To simplifythepreuntmionoltheerterior noise keels, VA has se,,I thesite into klbw s based on the wuM eawsureand required mitigation. The Dredkted wand levels ateap zone, shown in Figure 2, are listed in Table 2 below. XDtember 11, 2017 UlNomla FE, RF Homes, Inc 30 Bake parkway, Suite 2 Irvine, Ulif rib. 92618-0310 Attention: Rl'olpsr s.bjea: The madly FnMronmenWl Nolu A.1holl-NXIbi gaud Noise Mhg-I. Rero—Mallons VA Project ND.J.— G Chip: ne III, Asswiarez CIA) Ill romple,ee.ur model one awlyF,Ifthe wbje[', proje,t Inwled in San,a Ana, (alifornia. This report represents the —it, M our findings: 14 IrgIROD—ON This s[utly was condumedtotletermine the imwn ache environmental noise on The MMlwn mixed- projectlnSanta Ana, UINlmia.VA's swpeawork included reviewing Me dteterrain antl near by _hemodeling m...d tleaN.-..la .assessing the nos. levels imwding the site, aM derermining themethoe, If any, regdrMto redwe the iMenoraM eaterim wand levels ro meet the aDdi[able cotle requiremems ofthe 5hte o1UlRornia and the Chyof Sama All. Thee I, c.nppl asmi.tl-use 11lbb,.dId cmnmerdalswces on IM1e ground level and residences on upper levels. Thedte Is bwneedbyDdhe gbs,ory parking svutturesro[he noOM1 and south, Inters,ate 1-Slothe west, ant Ubrillo Park Dnvero the ease. 2.0 NOISEdLIrERIA Community Noise Equivalent Leve11CNEL)isltee 24-homequivalentlaverage)saund pressure level in wM1theevenlrg I]ly-30pm)ant Iml.Sbe(Opm-)am) noiselevel boft,i gbo.byatlelrg5 and 10I,rezpectively,o thehourly Ie , Nncethis Ise24.h.urmetrl[, snort-0uration noise events ((ruck pass -by, bus, [rains, ev.)arenm as prominent in theanalyns. Leq Iequ-1—Iorbm ssound 1.1) Is defined as the s,eatly souM pressure level which, overa glue.perlod of time, bas the ume,Malenergy as the acWM ft—ing ndu. Li ShteaWife-and city fS—kh, llmedgr) TheState ofCalifornia Pudding Ude(-120),°Sound Transmission")and the 15W fSt, nta Ma General Plan It, II IhIt Interior ONE It., la residential land uses are not to etteed AS CNEL in any habitable roam. if the windows must be clod ro meet an Interim level of 45 CNEL, then a mecnanicel eMlla,ii R system m aths means.. —I ventilationshall be pr.vieetl. The following hWefrom the Ge.-I t4I,,—ly lndls'aar the. requirements: [,` venekbsen Assonates Enxmnmemd xd. v rojea xa. ]Ba3054 �.A Vanaklarm A,w[btea EnxronmentalNa. nsvAMProjeHa.1 `Za XSF4ember11, 30]]-0;e4 ���w MSeplmiM11, 303]-PW2agel ,,JxxJ ,,J{{J ��JJrrjf�fy}}t1�YtTfl�y1,1 !y7�fF} ��jfr� °• L�LTI..LTLLI.�Llfjl . T� •. © • % '' , S 'g • g 9 ZoneA ram,., �--�L ° 4 t � �9� •: � •' O Z.wO +7 4.1 Predidt! OMdom Noise Level. There areoutdoor amenitvareas li.e. courryaN ant woll aswellM Dudidy a[cesuae open space. All re sNelded from the 1-5 freeway by the Drowsed mixed -use building. Theemt end will be open to 0,11,011, Park Drive. The predicted sound levels within theeu[dow areas are below CNEL 65; theremre, no mlhget on is requiretl. SA INTERIORNONECA1c 011 S.1 Eehriar le.deUmWaiw For the wIll,ti... t,Horm,d by VA, the emerior wall was assumed to be ron—t with the utilized for other similar wojects: metal shirgor 3cwt cement planer w th gypsum board m plywootl heaping on single— wall W. bettinsula[ion filling the rtutl l'ot , antl a ft. I— a5/&inch gypwm board on the interior. VA utilized theglaiing longs(glass, frame and seals) shown in Appen&s 1. Table 1 Interior antl ENeripr Noise S.M.,& ReslNngO SII,R.lairvly."pl. nap.lamq 45r EE haANBoINI Hmglx. unollflassmoMwygrmn.s 45 M Clurh.Yday 45 Open Sp — Code uates that resdencs shall rece ve aroust c 11INti beyond WIWI ronnr.ttion In areas greats Ile. 60 CNEL 2.2 OryofXMaAw(ENuam) l of Me Santa Ana General Plan shown lnstttion 3.l, ind[aleslM1m the sound level in Itelior ry rig III— should not exceed 65 CNEL 23 UlR-1. Green Building CMe(Interlm) The Ulff—ue Green 80ding CMe stipulahsm W., interim sound levels from —ill wurces within non-residential..pied spacl I. the project.Interior wand levelsare- Irmitted t. erceee 50,1BA Leq. TM1lswoula applYtD amenities areas, leasing offices, retell, eh. 3.0 ERTERIOR NOISE ENVIRONMENT' 3.1 UmpMer Modeling VA has utilitetlhml4— measurements at the projectster Annual Daily Trafic counts for I — le -5 and Ubrillo Park Onve proWeed by,he Orange Counryiranzportatiw Allhmiry (OCTA), and fN modainginordertowetliavehi[ular'Iite levels at venous Iwmionsaround the Drojemsite. A site Dlan showing nearby wise sources can be ue' in figure 1. Se e Table1belowforInerevertedtrafficcountsandcalwlated CNEL,10 theproperty Iines doses, t. the inic—mad wurces. FIX Mare traffic ronditi , a esirting roads, VA Ira.assumet! 11% increau in trafic wryear. This ylelesan inveau.f OA tlB rarer IOyears. NmethAthe natural sM1leltling proWtletl byexlsting parking rtrultures will retlucewuntl levels from I-5. y � Q 9 Aumdeak Owall6eme Pne MetlHanAwnmmp230,0,-Ektlhan Nh.M G2.20 AREA SCHEDULE(TYPE III AREA CALL ALLOWABLE AREA CALCS) AREA SCHEDULE (TYPE I AREA CALC- ALLOWABLE AREA CALCS Building Area Le AREA A GARAGE LCVCL Z 3 V-=— J BUI AREA LEVEL TYPE TIOHN TYPE A(11 oanniler F W I(il MU8FS., WlereeSN AREAFLOOR 2n504 SF Building Area Legend . .GARAGE -------- PER CBC 2019 500.2.3 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS. EOVATION 5.2 As - [At -(NSX X)I XSa AA =124,OOD (24,000 %0)) %Se=48,000 SQ. FT I STORAGE REQUIREMENT I PER SANTA ANA MINICIPLE CODE SEC. 41.272 -STORAGE SPACE STORAGE SPACE SHALL BE AT LEAST 25D CUBIC FEET IN SIZE AND SHALL HAVE MINIMUM DIMENSIONS OF 4 FEET BY 0 FEET. 4'X8'X9 FLRTO CLG H.T.=288 C.U. PER UNIT —0C.U. 4• X V X 280 UNITS =8,320 SQ. FT. MIN. 15,888 SQ. FT. PROVIDED ALLOWED b b I I I I I I I I 1--I I Iv I IGARAGE F-mI 1I 09310 SF I I ELELm i a -- I b I 1 I I LEVELLEVE-BB —=TU• �o ;z z§ p 9 YSIS G3.01 AM kDownS°—MmHanAo°n—I01-I*do°— Area Sc dula (TAG gmss 01tlg) LA 1 253 OCC.l3 = 85 Occupard OCCUPANT LOAD 05 GCC. Loetl Olc1 Occup envy OCCUPANT LOAD Sfi OCC. EGRESSWIDTH REQUIRED: M x.2=17' Lerel Name TYPE TYPE Aree (O.LE.( Loetl Z 0 O _m EGRESSWIDTH PROVIDED: 36" LEVELI LEASING B 1543 SF f00 16 o Du REQUIRED:BSx.2=1]' PROVIDED: 36" LEVELI MAILr➢ARCEL B:2 B 64fi SF 300 3 19 ¢ Q mQ 2 V� 82'> 1l3 DIAGONAL DISTANCE LEVELI RETAIL M 2144 SF 80 SB W if - LEVELI RETAIL M 42406E 60 ]t ¢ F n { M:2 LEVEL LNFJWORK R-2 4659 SF NO 10] 24 TAIR 584 STOR r / _ -SOON! I O�'RETr9[-'�-�. LEVEL 1 STAIR 3 S-2 184 SF NO 1 SF 5885� zTAIR4 523E Ova_ _-21446F 54 K LEVELI GARAGE S-2 44— 2. BE Y29 LEVEL LOBBY S-2 599 SF NO 3 JAN - -- `es 1 LEVEL STAIR S-2 2525E 2. 2 179 SF 0 `�v2p,••,, A pIs1ANCE 0O1AGON L ___ 0 ° 32]'> 1 ._ LEVEL 1 STAIR 1 S-2 22] SF 200 2 •,TRAVEL ,•+TRAVEL LEVEL 1 STAIR 2 LEVEL GARAGE- S-2 S-2 416 SF NO 7019 SF NO 3 SO ° • --- DISTANCE177 DISTANCE =163'F44 444 SECURED° ♦'R �� v v v v v v 4 L6�BV , Ei - LIVEIWORK S� LEVELI JAN LEVELI STOR S-2 S-2 179SF NO ]655F 300 1 3 3z rc8 TOR 599 ifi69 SF S� LEVELI TRASH S-1 LEVELI STOR S-2 LEVELI ELEVMECH S-2 5595E NO 588 SF 300 57SF 300 2 2 1 vs Sm uW Rc°i 66JF GARAGE o - LEVELI TRASH S-2 754 SF NO 3 ¢F`vo✓�+aa oVe 45799 EF TRASH �( - LEVEL 1 ELEC. S-2 614 SF 300 3 5595E OgGOv v _ A - LEVELI MPOE LEVEL 1 FIRE PUMP S1 S-2 297SF S00 197 SF NO 1 1 `. 3a0.° Nq( ► i r� \9JOr i r�.Osl . F F . F F .. F ... .I. H 4 LEASING 15436E 14 LEVELI INVERTER LEVEL 1 EIEC. S-2 B-2 338 SF 300 ]22 BF 300 2 3 VJ yO TRAVEL DISE=290' A LEVELI STOR S-2 124SF 300 1 1�NOe FAN ROOM ` v A I x �v "'�.` ILIPA SE 646 $F i ONe LEVELI FANROOM 5-2: 20 G-d-1: 25 S-2 4. SF 300 2 301 91 3 Z I 4fi9 SF STOR A \�-� to �9r RETAIL v\`� ` 1246E v ° � 1 GARAGE -SECURED° ♦:RgVE��ISTAN�EF=28�'` 4 ]019 SF A fe l.�FWH♦H1 v;O,42486F° �;ON �O OELEC. v TRAIN ELEC. 754 SF ` S DIAGONAL ]22 SF 614 SF STAN DCE ISTAN ELEV 1 STAIR24 INVERTER FIRE PUMP MPOE ,' 57SF MECH STAIR -OCCUPANT LOAD 227SF I85 OCC, 416 BE 338 SF 197 BE 29]SF STAIRWIDTH OLOAD REQUIRED: BSx.3=25.5' 85OCC..00C. J PROVIDED STAIRWIDTH ,�-_---__---4ecxey> ' EGRESSWIDTH REQUIRED: 85 x.3= 25.5 REQUIRED: BS x 2=1T PROVIDED: dB' EGRESSWIDTH REOUIRED: 85 x.2 =17' PROVIDED: 36' PROVIDED: 36- LEVEL 1 EXITING DIAGRAM T=3— n Area SehW.W (TAG gross Nd9) LVL B OCCUPANT LOAD 0""'l 86 OCC. STAIRWIDTH OCC. Loetl FdLM! Ow4p enry OCCUPANT LOAD REQUIRED: 85x.3=2ESE Level Nenk TYPE Nee (,.LF.) Load 86 OCC. STAIRWIDTH PROVIDEO48' EGRESSWIDTH LEVEL GARAGE- S2 00126 No 304 REDUIRED:85x.3=25.6" REQUIRED: 86 x.2=17' SECURED SF PROVIDED:"' PROVIDED : 36- LEVEL STAIRS S2 226SF NO 2 EGRESSWIDTH LEVEL SHOP S2 5145E NO 3 REQUIRED: 85 x.2=11' _ LEVEL RESTROOM S2 108 SF NO 1 PROVIDED: 36' - - - - CENSER LOBBY LEVEL STAIR1 12 S2 1245F 200 21 SSF 200 1 2 LEVEL STAIR4 b2 252SF NO 2 STAIRS TRAVEL DISTANCE=1]4' TRAVEL DISTANCE=1I4' CENSER LOBBY S2 1]]SF 40 1 226 SF STAIR4 STOR LEVEL STOR LEVEL STOR S2 S2 W9 SF .0 2115E NO 1 1 N2 SF ' o N EF LEVEL STOR S2 1115E NO 1 STOR X LEVEL ELEVMECH S2 100SF NO 1 209 SF STOR ,ba♦M`44444444444444v4 44 �F EFFF4FFEFFF4FF FFF FK: _ 's • LEVEL FAN ROOM LEVEL STOP S2 S2 "RENO 1435E NO 3 3 2]1 3F LOBBY / ( - LEVEL STAIR2 S2 416 SF NO 2 ��9�� A f iT15�/ CENSER STOR S2 1315E NO 1 I I TRAVEL DISTANCE=211' LEVEL STOR S2 6245E NO 3 108 SF v v d n, = I LEVEL STOR b2 575 SF NO 2 CENSER STOR S2 2955E 300 1BID SHOP 544 ` Jo`OON`(OrSTgNCF LEVEL B STOR S4 BE NO 4 ° 200 SF (F STNS SF LEVEL STOR S2 1636SF NO 3d1 ``� COMMON PATH OF 164 SF I Iv v v TRAVEL=]0' 1 ELEV MECH `=� 564 FFFFF {FF♦r� I i= I11. SF NCE / o TT'A�i \�Tw // `� CAFIL2SSFU ♦ TRAVEL DISTANCE=211' T] 1 16F I v— v v v ♦ \` ♦ /// — I651 5 v +2�vvov- V 1 P ♦ -j 6TOR 575 SF SHEET TITLEEXITING STOP �'Aaa� ov 4 o �a Y T"- '' I]43 SF 41 a a a a a a a a a a a a a a o OCCUPANT LOAD ______ orelwu DIADDNAL DIaTA>KE •►►►►► ADpEsslaLE nATn oFTlwWu DIAGRAM OCCUPAM LOAD _ _ STOP 619 SF BS OCC. 2193E STAIRWIDTH _____ lnoumrvu DlsioacR • ► ► ► MIMarc TpnreLDl—CE 86 OCC. STAIRWIDTH STAIR STOP 13]SF fi24 EF RE UIDED:4gx.3=26.5- Inn naren wail REQUIRED: 86 x.3=250" 416 SF WIOTH • D D D cpMmpry naTn or TnnWL PROVIDED: 48' _ _ EGRESSWIDTH L� � ��_ RE UIR REQUIRED: BSx.2=1T' xnn naTen waL RED UIRED:59 x.2=1].2" PROVIDED: WE - - — COMMON PATH OF TRAVEL= I4T PROVIDED :36' ax8 BAlmwuL 0 axTspry nnnlnnnnn11111 naEwau >� [wr DlscnexDE LEVEL B EXITING DIAGRAM 1-3-1 EXITING PLAN LEGEND 1116-=T-0- G3.04 Awde:6 Downsama Ana MmHanApadme 0101-d:o— Are. Shc.d,b (TAG gre.. Ndg) LVL 3 Ocwpant Load GccUD OCCUPANT LOAD Level Name TYPE 1330CC. y STAIRWIDTH OCCUPANT LOAD LEVEL POOL A-3 958F SO 12 om _ JQ REQUIRED: 133x.3=39.9" PROVIDED'. 48' 1. GCC. STAIRWIDTH LEVEL SPA A-3 14D SF 50 LEVEL SEATING A-3 2" SF 15 3 ° 3 EGRESSWIDTH REQUIRED: 133x.3=39.9' LEVELS SEATING A-3 202 SF 15 14 IU is REQUIRED:133x.2=26.6' PROVIDED: 36" TRAVEL DISTANCE NW PROVIDED: 48" - - LEVEL SEATING A-3 3845F 15 ¢ =oi STAIRS EGRESSWIDTH LEVELS SEATING A-3 4558F 15 R.QuRED :133 x.2 = 26.6' PROM DED:35' LEVEL SEATING A-3 246 SF 15 31 17 92 SF STOR TRAVEL DISTANCE=225' I LEVEL SEATING 13 1613F 15 11 88 SF TRASH ST IR4 I LEVEL BBQ AREA A-3 4368F 15 30 19 SF SO6F LEVEL 3 POOL DECK A-3 19. SF 15 LEVEL OPEN 13 2535 BF 15 1. 1]0 COURTYARD -� r. AREAS { AREA] (PUBLIC) A-3: 11 484 62656E 154 SF LEVEL CLUBROOM A-3 1041 SF 15 ]D LEVELS FNNESS I 6SSSF 50 14 J„ STOP LEVEL3 RESTROOM A-3 35DSF 0 po i z rc 8 4 a.a a.� .. .. ... ... . h ik as ... . . ... .... ... ♦ aa♦ fi05F till,LEVEL3 : A-33LEVELS AREA4 R-2 5203 SF 20U 84 27 3 �F Q� Lr° AREA6 APEAB LEVEL AREAS R-2 62fi5 BF 2. AREA6 R-2 6975 SF 200 32 35 a a AREAO STOR 69]5 SF fi4805F TRAVELDISTANCE=63' ♦� A. LEVEL AREA] R-2 ]541 SF 200 38 w$Sm Yoh 1 52W SF 949 SF LEVEL 3 AREAS R-2 fi480 BF 20D 33 ¢F-`vo✓°+aa I I • LEVEL 3 AREA 1 R-2 6149 SF 20D 31 EATIN 4pPEN COURTVARO LEVEL AREA R-2 5537 SF 20D 28 OCCUPANT LOAD �'A5F ♦ PU! BLIC1 POOLDEC 1]O OCC. LEVELS AREAS R-2 78. SF ]OD 40 ,"„,„n....„m ♦ ♦1aaM.... Lk. a R q 25355E 19935E EGRESSWIDTH / - SEATING ♦ LEVELS STAIR R2 288SF 200 LEVEL STAIR R-2 925E 200 2 1 I 1 43g S TI EATIN S I. REQUIRED: 17o x.3=51" �aaa� 455 SF Fk� '♦ �� PROVIDED: 13'-W \ - \ P00 �%1Gp♦ ' n ♦ STOR �\ N94O/ 00 36I55 STCF'aTA— LEVELS STAIR4 R-2 1921F 200 LEVELS STAIRI R-2 92 SF 200 LEVELS CORRIDOR R-2 948SF 2. R-213 1 1 5 2]4 3 Z \N= ILU STOR 1 �♦ 28BF 104145E �`D,G , S9SF 64'1 ` ♦ ♦ LEVEL STOR S-2 SSF S. LEVEL 3 STOR S S3 LEVEL 3 TRASH S-2 50 SF 30D 4 1 1 OW a a a a a a a♦s a ♦FITNESS O/ST, • LEVEL 3 TOR S-2 41 SF 300 1 1 41 SF AREA AREA ♦♦ ♦ TRAVEL DISTANCE=W, i . • a a a a LEVEL3 STOR 8-2 285E 3001 $ LEVELS STOR S�2 391 SF 300 2 Q4 1 STAIR 2 z ]63 12665E 553 ] SF F / RESTR00 3505E I LEVEL 3 STOR S-2 60 SF 3001 LEVELS STOR 8-2 785F 3001 LEVEL TRASH S-2 54 SF S. 1 TRASH STOR STOR STAIR 1 OCCUPANT LOAD LEVEL 3 STOR S-2 43 BF 3. 1 1 OCCUPAMLOAD CORRIDOR 54 SF 43 SF ]fi SF 92 SF 1340CC. gg03F STAIR WIDTI S2: ID C." fNel: 3] 14 838 4ccv xney� 1330CC. REQUIRED:1 S4 x.3=40.2' DIAGONAL DISTANCE=9T41' PROVIDED: 48, STAIRWIDTH - - - - - - - - - REQUIRED: x.3=39.9" OCCUPANT LOAD DISTANCE=1ST_ EGRESS WIDTH (50%Co CCUP PRIVATE) •3]3+85 (50%COURTYARDPRIVATE) 6)' EGRESPROVIDED:60' 134GCC. EGRESSWIDTH STAIRWIDTH _ _ _ _TRAVEL _ _ REQUIRED: 36'x.2=28.8' TRAVEL DISTANCE=158' POOL AREA-A3 PROVIDED:38" 150CC. POOIJSPA TUTALEANT PROVIDED =4 OOCCUPAM LOAD PER STAIR •46&4 1OP''U1�0 REQUIRED: 133x.2=26.6' REQUIRED: I M.3=40.2' PROVIDED: 36" PROVIDED: 41F 1330CC. POOL DECK 300CC. BBQ AREA •115 TOTAL OCCUPANTS(OUTMOR)•3]9 EGRESS WIDTH TOTAL: 178 0CC. REOADE0:134x.2=28.8' EGRESS WIDTH LEVEL 3 EXITING DIAGRAM PROVIDE0:36" REOUIRE0:1]Bx.2=35.6' 1'=30'-M 2 PROVIDED: 3w Are. SCM1.d091TAG gra.. Ntlg) LVL 2 OCCUPAM LOAD 760CC. Ox a.t Load-1 STAIRWIDTH OCC. Factor ..cy REQUIRED:]6x.3=22.8" PROVIDED: 48" Level Name TYPE AND,(O.LF.) Load OCCUPANT LOAD ]6 OCC. EGRESSWIDTH LEVEL2 UVEANORK R-2 240 SF 200 13 STAIRWIDTH TRAVELDISTANCE=159' RED IRED:]6x.2=15.2" R-2:1 13 REQUIRED :]6 x.3=22S' PROVIDED: 48" COMMON PATH OF TRAVEL=99' PROVIDED: S6' LEVEL GARAGE- S-2 5288] 20D SECURED SF 2fi5 EGRESSWIDTH TRAVEL DISTANCE =1]5' LEVEL STAIR4 S-2 440 SF 20U 3 REGUIRED:]6 x.2=15.2' PROVIDED:3V TRAVELDISTANCE=104' LEVEL STAIR S-2 81 BF 20D LEVEL STAIR 8-2 416 SF 200 1 3 STAIRS ,-� LEVEL STAIRS S-2 53 SF 20D 1 13 SF / STAIR4 � 4405 ,,�� h I LEVEL LOBBY S-2 -SF 20D LEVEL STOR S2 571 SF 300 LEVEL 2 STOR S-2 .1 SF S. 1 2 4 LEVEL2 JAN S-2 1SF 30D 1 T/ LEVEL STOR S-2 684SF 300 3 GAS SUB METER ��2v 434 SF v v v v v v v v LEVEL WATER S-2 207SF 30D HEAT 1 Z`a aai�a aaaaaaaaaa ... ... ... t, .LOBBY . . LEVEL2 STOP S-2 393SF 30D 2 1 rL LEVEL STOR S-2 245SF S. LEVEL2 STOR S-2 291 SF 30D 1 1 1 LS �� v I�L1�^� III v v 1505Fv L ` 'TOR LIVE K LEVEL GAS S.2 492 SF 30U LEVEL STOR S-2 124SF 30D LEVEL2 STOR 8-2 155 SF 30D 2 1 1 1 1, 8t1L5 42qg 5DR LEVEL STOR S-2 601 SF 30D 3 1 LJLJv v � v LEVEL GAS SOB S-2 434 SF 3. 2 56pR 6SF ISTAMETER TRAVEL DNCE=124' LEVEL STOR S2 244 SF 300 1 SF v �0 4 1 ♦ of o0000000000` o.c% I L—L2 STOR S4 3015F 300 5-2:21 Grand bbl: 22 2 3D1 314 _ LT -6ECU°REC O-­ AGE— p0 v` 5280]SF I"x((O �\� � ♦ o II O� 3�h�, IT STOP 124 SF ♦ A,� ♦ ST. \� vM(�ST pC v v — �F.� 41 S a aaaaaaaa a.aa { ;SJ, snLEr nr1E. vcns EXITING 492 s I -- OCCUPANT Loco ______ oWRAU DIAaoN4L DIST>aKE � ACOESSIaLE FATH OF TRAWL • DIAGRAM 1 JAN STAIRI 760CC. SORSWATER HEATER STAIRWIDTH _ _ _ _ _ ,.,DlAaorvxLDlsrMCE • FRlrnomi6AVELDIsiorcE 1 'TOR STOR STOR 207SF ]]SF 81 SF REQUIRED: ]6x.3=22.8" SF 416 SSF F 291S SF 393 SF 245 SF 301 SF PROVIDED: 48' EGRESSWIDTH txR aAren wuL • D D D cDPNDry PArx orrRAWL REQUIRED: ]6 x.2 =15.2' xxrz eniTn wuL OCCUPANT LOAD PROVIDED:36" 9 ]BOCC. STAIRWIDTH TRAVEL DISTANCE=159 ax8 enimwuL _ rwrsary REQUIRED: 76 x.3=22.8' PROVIDE0:48' °°n1n°°nmIILL n.EwAu Exrt DlscxeBSE EET1 EGRESSWIDTH REQUIRED:76 x.2=15R" PROVIDED:3fi' LEVEL 2 EXITING DIAGRAM 1 EXITING PLAN LEGEND 1'=30'-D" 1116'=TR)' .G3.05 A.b kDwallBeN. Me Median ADatvev6220101- diav_M*.M Area SchBtlule (TAG arose burg) LVL 5 ouupem OCCUPANTLOAD OCCUPANT LOAD ]5 OCC. OCC. LDetl Faclar Occupanq ]S MC. STAIRWIDTH STAIRWIDTH Level Neme TYPE Area (O.LF.) Loatl Z R RED UIRED:]5 x.3=22.5 REQUIRED:]Sx 3=22.5' LEVELS AREA R-2 52835E 200 27 y pu PROVIDED: 48' PROVIDED:48' LEVELS AREAS R-2 62656E NO 32 °a Q EGRESSWIDTH ]5 x.2=15' EGRESSWIDTH REQUIRED: ]5 x.2=15' LEVELS AREA6 R-2 075 BE NO 35 ma 3 u Va PROVIDED: PROVIDED SF TRAVEL DISTANCE=208' PROVIDED: 3fi' LEVELS AREA] R-2 7541 SF 38 W i� a - - _ � LEVELS AREAS R-2 NO 8230 SF NO 33 =oz LEVELS AREg1 R-2 82308E 200 42 STAIR LEVELS AREA R-2 6478 SF NO 33 92SF STOR TRAVEL DISTANCE=225' LEVELS AREAS R-2 70365E NO 40 88 SF ST.- LEVELS STAIR2 R-2 288 SF NO 2 192 SF _ LEVELS STAIRS R-2 926E NO 1 S LEVELS STAIR4 R-2 LEVELS STAIR R-2 1926E NO 92 BE NO 1 1 AR 62655E yy 541 SF fT- ] R-2: 12 LEVELS STOR S2 LEVELS STOR S2 949SF 300 NSF 300 285 4 1 • � LEVELS TRASH S2 SO SE NO 1 m o g 4aaa as a�.a aa• H�HHx HH H�♦HH�HHx HH HH�• LEVELS STORA S2 GE 418F 300 1 3w z- `„ LEVELS IDF S2 28SF NO 1 pig • AREA6 AREAS LEVELS STOR S2 391 SF 300 2 " i AREA4 STOR ` �♦ 69765E 6aE05F LEVELS STORA S2 BD BE 300 1 gn W sm 5283 SF 949 SF l� \2' GE LEVELS STORA S2 ]b BE 300 1 a�e•�pz ¢Fvo✓+aa TRASH STOMGE GE LEVELS TRASH S2 54 BE NO 1 0`, 50 SF �\ 80 SF LEVELS STORA S2 GE 73SF 300 1 OTRAVEL i63L DISTANCE=66' Grentlolel: 22 299 II ♦a STOR 9 gNCF�\ \\ N \� LY I OF 1 285E AREA1 STORAGE ••••• .♦ 35F $2305F a s a a 7 • a ♦ � A ` ISTORAGE ``•A a4 I 41 IF AREAS AREA2 ♦ TRAVEL DICE HHY'�\ STAN =00' MIR2 7836 SF •♦` 6476SF TS N 1266SF SF I 92 OCCUPANT LOAD 75 OCC. 1 TRASH 54 SF STORAGE 76 SF OCCUPANT LOAD 75 OCC. STAIRWIDTH HORIZONTAL EXIT STAIRWIDTH REQUIRED:76 x.3=22.5' STAND PIPES WITH IN 109' OF REQUIRED :]5 x.3=22.5" PROVIDED : d8" -�� EACH SIDE PER PROVIDED: 48" EGRESSWIDTH -- _CBC SECTION 905.4 EXCEPTION —EGRESS WIDTH REQUIRED: 76 x.2=15" REQUIRED: 75 x.2 = IF TRAVEL DISTANCE=10T TRAVEL DISTANCE 209 PROVIDED: 36' PROVIDED:3S q pU1�? LEVEL 5 EXITING DIAGRAM 2 Area SchetlDle (TAG gross bltlg) LVL 4 OCCUPANT LOAD OCCUPANT LOAD ]E OCC OCC. Ompsni Loaf FBI OCEupanry ]BOCC. STAIRWIDTH STAIRWIDTH L.evN Name TYPE Area (O.L.F.) LDetl REQUIRED:]8 x.3 = 2S4" PROVIDED: 48' REQUIRED:TB x.3 =23A' PROVIDED: 4S LEVEL4 YOGA A 341 SF 15 23 EGRESS WIDTH EGRESSWIDTH _.1 2S REQUIRED:]8x.2=15.V PROVIDED: N' TRAVEL DISTANCE=208' REQUIREO:]8x.2=15.6' PROVIDED: 36' -- LEVEL4 AREA 12 LEVEL4 AREA R-2 LEVEL4 AREA R-2 52835F .0 6265 SF NO W75SF NO 27 32 35 LEVEL4 AREA] R-2 ]541 SF.0 30 6TAIR3 LEVEL4 AREAS R-2 "BOSF NO 33 92SF STOR TRAVEL DISTANCE=225 LEVEL4 AREA R-2 60086F .0 31 88SF L/ STAIR4 LEVEL4 AREA2 R-2 6178SF 40 33 192 SF _ LEVEL4 AREA R-2 LEVEL4 STAIR2 R-2 LEVEED STAIR3 R-2 7836 SF NO 266SF NO 92SF 200 40 2 I 7 AREAS AREA] LEVEL4 STAIR4 R-2 LEVEED STAIR R-2 192 SF NO 92SF 200 1 1 62655E R-212 274 • ` LEVEL4 STOR S2 LEVEL4 STOR S2 949SF 0 BB SF .0 4 1 •.aaa as iNa ������ ������������� ��� LEVEL4 TRASH S-2 50 SF NO 1 `` • LEVEL4 STOP S2 41SF NO 1 AREAfi AREAS LEVEL4 OFS2 28SF NO 1 BID AREA4 STOR •♦ 6975 SF I ` 5F 6480 LEVEL4 STOR S2 LEVEL4 STOR S2 391 SF NO 606E NO 2 1 �,♦ - LEVEED STOR S-] 768F NO 1 `5285 F LEVEL4 TRASH S2 54 SF .0 1 TRASH 3j `\ g� 50 SF 'OR SO SF LEVEL4 STOR S2 LEVEL4 NECK S-2 73SF 300 285 SF NO 1 1 — — �..:Iw ICI \`"9 (O/ - sT TRAVEi DISTANCE=]2 Grentl iolal: 24 312 a . _ I II ♦ sTOR - - � 4• ETH Q II — — 285- ` 1 IOF ♦� -� �� `= BiSF 28SF ISTOR .a ♦HeRH h ]3SF •� a+ •,tip SHEET 11TLE'. 1 41 SF AREAS • AREA2 - � TRAVEL DISTANCE •STOR = 00' EXITING STAIR2 78365E 64]8 SF YOGA T6 AIR1 ������ ovFrsnu oucauL OI—C •►►►►► ncc[ssIBLE-HaT-- DIAGRAM OCCUPANT LOAD 1266SF 1 - 3415E 926E tnoumrvu DlsioHCR l • TAnv[LD—CE ► ► ► MIM ]8 OCC. F ]B BE OCCUPANT LOAD B OCC. tnR aAren wuL STAIRWIDTH HORIZONTAL EXIT I STAIRWIDTH STAND PIPESWITH IN IOU' OF • D D D coumory RATn DFTR4viL REQUIRED.3 :]ex=254' PROVIDED: 48' -� REQUIRED:]e 1.3=23.4" EACH SIDE PER PROVIDED: 48' xna BnTBn wuL EGRESSWIDTH - CBC SECTION 90 A EXCEPTION - EGRESS WIDTH axR xnTmwuL 0 rwrspry REQUIRED:]Bx.2=15.8" TRAVEL DISTANCE =10T TRAVEL OISTANCE 209 REQUIRED: 78 x.2=15.5 PROVIDED: 36" PROVIDED: 36' N, nnnlnnnnnl1111 rtaEwnu1 Bxrt DlscnatDB LEVEL 4 EXITING DIAGRAM EXITING PLAN LEGEND 1"=30•-B" 1 1HS-'-0- .G3.06 Au 1, DwallBSNe- Lle4bcn ApsHmenY220101.Lb4ban_MBM Area Schedule (TAG grins OKI LVL ] B °�°�° Area Legend OCCUPAM LOAD OCCUPANT LOAD OCC. Loatl .Occupant 680CC. 68 124(LOUNGE FIXED Level Name TYPE .Area FecWr LOatl f SEATING) OCC =92 OCC. ®AREAS Z R STAIRWIDTH LEVEL] SOUTH B 49 '� p STAIRWIDTH REQUIRED: R I.3=2.8' TERRACE ®AREA2 oN6m REQUIRED. 88 x.3=20A' PROVIDED: 48" LEVEL] NORTH a 24 °a Q ma PROVIDED:48' TERRACE V� EGRESS WIDTH EGRESS WIDTH 8:2 ® AREA 3 _ REQUIRED:68x.2=13.6' REQUIRED: 92 x.2=18.4' Grand total:2 ¢ 2 z PROVIDED:35' - PROVIDED: 3V ®AREA4 ' I STAIR4 LEVEL] AREA4 R-2 5283 SF No 27 TRAVEL DISTANCE=208' 192SF LEVEL] AREAS R-2 fi265 SF NO 32 AREAS LEVEL] AREAS R-2 6975 SF NO 35 E] AREA 6 STA3 -- -- - -TRAVELDIETANCE=225' LEVEL] AREA] R-2 ]541 SF NO 38 IF F LEVEL] AREAS R-2 5240 SF NO 27 92®AREA7 LEVEL] AREAS R-2 7836 SF NO 40 TRAVELDISTANCE=S3' LEVEL] AREA2 R-2 6478 SF NO 33 ®AREAS k AREAS -+ �- ^�c NORTH TERRACE LEVEL] AREA1 R-2 4]02 SF 200 24 m AREA4 � \� �� fi265 SF fid DECK AREA LEVEL] STAIR4 R-2 192SF NO I ©IDF o s 5283 SF ♦ ` �' ♦� (FIXED SEATING LEVEL] STAIRS R-2 92 SF 2(10 1 ]541 SF � W ♦N• ^....... -31 cc LEVEL] STAIR2 R-z 2fifi sF zgD 2 NORTH TERRACE rc8 ♦.... ...:..:.,... ........ ............... ... o „♦ AREAI LEVEL] MIRI R-2 92 SF NO I of - - ` ` ♦ 5240 SF R-2: 12 261 n 1 ``DRAG ` • NORTH TER CE LEVEL] STORAGE S2 8a95F 300 4 ❑SOUTH TERRACE LEVEL] STORAGE S2 391 SF NO 2 ICI ��S- rcQf__ z 1 9a9 SF AREA?. _ 4fi4 SF LEVEL] IDF S2 20 SF NO 1 ❑STAIR1 I LEVEL] STORAGE S2 41 SF 300 1 ` LEVEL] STORAGE S2 ]3 SF 300 1 ❑STAIR2 OL, T6�3 SF H TRAVEL DISTANCE=]2' LEVEL] STORAGE S2 BB SF 300 1 1 `�<(0 S1 LEVEL TRASH S2 54SF SOO I STAIR ❑ vv�a O�G `�`ONg1 psT OVERALLDIAGONAL G.mb 1:19 272 ❑STAIR4 v 1 ♦w♦ OjST� �� �OF` DISTANCE =]6' 3 1 ♦ s139RAGE ` 5/vCe . `�5. SOUTH TERRACE [_]STORAGE z I STAIR2 SF -\\ I16SODECKAREAW/FIXED AREA 2 _ SHEATHING =112 OCC O 288 SF 6478 SF - STO�R ,)i `.,, - " I•• TOTAL OCCUPANTSEQUIR .44s TRASH ♦ ♦ aj'° REQUIRED2z 22,4' WIDTH: To —OCCUPANT REQUIRED =2 1 ♦ ♦ ]35F ,. EA1 ' T $F-S •• 1112V2=224' OCCUPANT LOAD PER STAIR=111 I ..' .... .. ... 7 ♦ E E H E E I'1♦..... I ♦ 4702-SE. BOU 21f TPR CE i e PROVIDED 66" OF — TRAVEL DISTANCE =59 4 28 EF a STORAGE AREA ` 1 STAIRI 415E ]8365F ♦♦� I RASH 92 SF OCCUPANT LOAD 1 655E IOCCUPANT OUNG fi8 OCC. 51 I SEATO (LOUNGE FIXED SEATING) OCC =11] OCC. STAIR WIDTH - - - - — STAIR WIDTH .cao.eey� REQUIRED: 60 x.3=20.4" _ _ _ _ _ _ _ _ _ _ _ REQUIRED:11]x.3=35.1' laaa+cw ar PROVIDED: 48" PROVIDED: 48" EGRESS WIDTH TRAVEL DISTANCE =10T TRAVEL DISTANCE 205 HORIZONTAL EXIT EGRESS WIDTH REQUIRED: 68x.2=13.5' STAND PIPESW'I IN 100' OF REQUIIRED:: 117 35'x.2=23.4' 0'p 1yoT� PROVIDED: 36" EACH SIDE PER CBC SECTION 905.4 EXCEPTION Ares SchcAUle (TAG gross Ndg) LVL 6 OCCUPANTLOAD ]fi 0C ]6O0C. OCC. I Far STAIRWIDTH Level Name TYPE Area (O.L STAIRWIDTH REQUIRED:76x.3=22.8" REQUIRED:]fix.3=22.8" PROVIDED: 40" PROVIDED: 48' EGRESS WIDTH LEVEL AREA! R-2 LEVEL AREAS R-2 52035E 20D fi265 SF NO EGRESS WIDTH REQUIRED:]fix2=15.2' PROVIDED:36" LEVEL AREAS R-2 S9]5 SF 200 PROVIRED:]6x.2=15.2" PROVIDED:38" TRAVEL DISTANCE =208' LEVEL AREA] R-2 SF 20 - - - LEVEL 6 AREAS R-2 NO 8480 SF 20O "SO STAIR3 LEVEL AREA1 RI LEVEL6 AREA2 RI M12 SF NO fid]85F 200 92 SF STOR TRAVEL DISTANCE=225' LEVEL AREA R-2 78M SF NO NSF STAIR4 LEVEL STAIR R-2 266 SF NO 1925E - LEVELfi STAIR3 R-2 925E 200 LEVEL STAIR4 R-2 LEVEL STAIR1 R-2 192 SF 200 925F NO AREA] R-2: 12 `: ♦ ]5415F •` _ LEVELS STOR S-2 949 SF NO LEVELfi STOR S-2 BB SF 300 AREAS 52655E _ k LEVEL TRASH S-2 SO SF NO I�. ♦ LEVEL ST RA El 41 SF S. 1 A. • N , ♦•aa Eaa aaaa♦•aa Eaa♦• aaa GE `,� ♦i LEVEL OF 8-2 28SF 300 \ AREafi AREAS LEVELS STOR S-2 391 SF NO AREA4 6283 SF STOR ` • 6480 SF , 69]5 SF LEVELS STORA S-2 fi05F 300 9495E _ 4 LEVELS STORA S-2 78 SF 30O TRASH STORAGE LEVELfi TRASH S-2 54 OF 3. 50 SF SOS LEVELS STOR S2 T35F 30O TRAVEL DISTANCE=]2' Grant tMal: 22 1 • -' CFI\ I STOR • \ I • IDF r 1 ♦ STOR II 1 AREA1 28 SF FH•F• ]35F � I ISTORAGE 1 41SF AREA2 V.,,I\,�y- ♦•` TRAVELDISTANCE =80' TS AIR2 AREAS 64]8 OF T8 AIR1 12865E ]8365F S RAGE O 92 SF OCCUPANT LOAD 1 76 OCC. TRASH SO SF Tfi SF OCCUPANTLOAD I]SOCC. STAIRWIDTH I HORIZONTAL XIT 1 STAIRWIDTH RED:]6 x.3 REQUI=22.8'— - - - - - - - - - - STAND PIPESEW ITH IN - - - - EACH SIDE PER 10B OF I REOUIREDx.3=22.8' PROVIDED: 4S' — - - — - -CSC SECTION 905A EXCEPTION _ J PROVIDED: UE EGRESS WIDTH EGRESS WIDTH REQUIRED:]6x.2=15.2- PROVIDED: SEE TRAVEL DISTANCE=IOT TRAVEL DISTANCE 209' RED IRED: 76 x.2=15.2' PROVIDED: SEE LEVEL 6 EXITING DIAGRAM ADN4eaM Owall6eNe Pne Medaan ADatmen0Y10101-IAetlian Ndi.M 302 EXITING -' DWRA�L DI.DDN4L DIaT4NCa •►,►►, CEaalaLE OAix DFTRAWL DIAGRAM —____ tnoumuuol5ilwcE • ► ► ► HilMarci84vELDIaiulcE x XRP �w�r • D D D COMmory vn*x oriluWL a xO BnimwuL Fl awr sary 1111111111111111111111 rtaEwgLL 1 E DlacxatDE EXITING PLAN LEGEND G3 07 1/1fi 1 1 1 I I I I II _ Ili 1 � b I I I 1 I I I I m 1 ry FIRE TRUCK II n STAGING AREA 1 / I I I STAIRCASE ON A SEPARATE PERMIT AM�e,LD�I,SeueMCMeEbmApatmen6229,9,-Eb4ian A�.M 1 I - '-- I al I ` �•" (E) HYDRANT � I vl SITE PLAN 1-2 -P PoolxM:xE z y o QEPExCE crviLnrvo uxoscnPE ¢ � V� UMFMSFOR SrtEwOPx, wtwolrvG ¢ Fn9 vFM .— ENTPPHCES WxICx sruRsuLocuRe Rue Ps. swuLeEsioaL[. FIRM. sUPR[slsi>xi. o S He GENERAL NOTES 3°O �' p8 <� 3, P-4 a LTLA�P=�o�M°. °EOHOnsLa:w"_N=FLENPLu,:. aGw s SITE ACCESSIBILITY NOTES 3 PwxxE—TaaP �MrvP..PPrtvrtE PPEsxT.NT Z KEY NOTES 0 0 IYMBOL DESCRIPTION 1 STREET CURB -SEE CIVIL PLAN 2 NEW CURB CUT FOR DRIVEWAY ENTRY_SEE CIVIL PLANS LAa4 3 WATER METER(S)- SEE CIVIL PINS AND PLUMBING PLANS 4 GAS METER- SEE PLUMBING PLANS 5 ELECTRICAL SWITCH GEAR -SEE ELECTRICAL DWG'S., PROVIDE 4- HIGH CONC. PAD WHEN LOCATED @ EXTERIOR OF BUILDING. 6 TRANSFORMERIELECTRICAL VAULT- SEE ELECTRICAL PLANS T DETECTOR CHECK I FDC, PROVIDE V CONDUIT TO BUILDING FIRE SPRINKLER RISER 8 P.I.V., PROVIDE 1- CONDUIT TO BUILDING FIRE SPRINKLER RISER -SEE CIVIL PLANS W 10 11 SEWER LINE- SEE PLUMBING PLANS IRRIGATION METER 12 F—RE STANDPIPE(CLASS I) LOCATION - SEE FIRE SPRINT SYSTEM DWG'S.(DEFERREDSUBMITTAL) 1S ELEVATORWITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3W2.4, PROVIDE 90 MINUTE FIRE RATED DOOR. PROVIDE STAROFURESIGNAGE. Y Q D. 14 DRAINAGE DEVICE- SEE CIVIL AND PLUMBING PLANS 15 EXISTING FIRE HYDRANT - SEE CIVIL PLANS 16 PROPOSED NEW FIRE HYDRANT -SEE CIVIL PLANS 0 17 ELECTRICAL PANEL J 18 TELEPHONE TERMINAL BACKBOARD J 19 6'W HIGH CMU WALL WRHI STUCCO FINISH, ME45URE FRC FINISHEDGRADE. REPAIRANY DAMAGE WHERE OCCURS. 20 NEWDRNEWAYAPPROACHPERCRYSTANDARD-SEECII PIN45 (D Q U 21 CENTRAL MAIL BOXES 0 FIRE LANE- NO PARKING FIRE LANE MARK ON CURB SHEET nTLE. SITE PLAN EEre A1.00 49 HOSE BIBB- SEE PLUMBING PLANS 1. SEE CIVIL PLANS FOR GRADING INFORMATION 2. SEE LANDSCAPE PLANS FOR LANDSCAPE INFORMATION. SITE PLAN LEGEND g'elNo=.4 EEADPEIORT No R AOATAr<ILEy,RFacE ------- RRExro l GENERALNOTES I b I I II —---4--1 I KEY NOTES O 1 10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERULL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS MATCH LINE WHERE ROOF/CEILING FRAMING ELEMEN]S ARE 1] PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROOFICEILING FRAMING SHALL BE OF 1-HOURFIRE-RESISTIVE CONSTRUCTION. THE EMENT ABOVE MENTIONEDR6D/2GAkM MING SHAL �,tATazs �INE ALSO BE 1-HOURC INIMUM INI PROVIDE ASW CLIPS AT I0'4' O.C. VERTICALLY I F{ 10 BETWEEN WOOD FRAMING AND'H-STUDS FOR WALLS UPTO Bl"GRNNIN FORWALLS UPTO "''Y HIGH SPAIEWOVIMMNIB BLMMM641IL" E VERTU-1-YBETWEENWOODFRAMINGAND'H' STUDS, TYP. M!Rn! OM OFROOF HEATHING ..���..-.. ....... ............ ,........ 1�D�1 " I I ry T LR e1:1, E — — .uW IF IR I I I I I ER r�RL l ,E. aaTOR s, i l sa I�B B __I___I___I ___ ____ I___ I__ I b b b b b b b b b b b b 14.4 bb b 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 LEVEL B 9 3 z 0 31, w.pA FINISH FLOOR ELEVATION SPOT ELEVATION AT SLOPED FLOOR [� SURFACE MOUNTED FIRE E-GUISHER CABINET. REFER TO DETAILS XX SHEET A-XM - - -c RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS X SHEET A-X.XX - SYMBOL DESCRIPTION DETAIL - CONCRETEWALL - ® CMU WALL SHEET I -C FLOOR PLAN LEVEL ® 3HR. RATED WALL ARTY WALL 2 HR. RATED SHAFT WALL 1MA7.31 7/A].31 ® ® 1 HR. RATED PARTY WALL 1 HR. RATED CORRIDOR WALL 10 /A7.31 INTERIOR WALL W/WOOD STUDWI ONE LAYER GYP. BD. ON EACH SIDE SHEETC A2.00 AubtleaM OwallSeNe Pne Metlban Apatmen0Y10101-IAetlian Ndi.m GENERALNOTES y � �Q a w =9 = a z. �o s z <i -I '--I < -+. f KEY NOTES O - — - — - - — - - — - — — - — - - - — - I - - - - - — - — - - - - L L - — - A DESCRIPTION Delall -r- SYMBOL ELEVATOR-PROVI EFIRE RATED DOOR VJ � I I I `Milo) it rs I re s i re o I R Ra I R o I n $ MATCHxLIN LO M TCHgLINE 1 I a 1 1 I H I 1 I I nm I L I rena I i ory I I I I I I N — NE OF LEVEL Li TRANSFORMER I � qgy I 1 I III 1 I STAIRCASE ON A� SEPARATE PERMIT 011 U 4 1 -- WITH THE STRETCHER REQUIREMENTS OF p BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) Z FUTURE STANDPIPEICIASS I) MCATION -SEE NFPA ---�---- �, 2 13 FIRE SPRINKLER SYSTEM DWG'S.(DEFERRED _ SUBMITTAL) p 3 LINEOFCANOPYABONE B q LINEOFSOFFRABOVE a re ds Rd +s Ra sz m Rcs R- �sos J`r a FIRE EXTINGUIGHER-SEE NOTE M.20N SHEET GN-1 4 uc �' 1 5 AND SPECS. a RiJ a r I 2-HR. RATED SHAFT- PROVIDE FIRE SPRINT ER AT L B TRASH CHUTE C' ] ELECTRICAI/TELEPHONE 0 METAL RAILING SYSTEW Q' A.F.F. MIN. n1 I + I�Kreossv 9 TRASH CHUTES- PROVIDE90MIN. DOORSANDFIRE esmexnu I P. I oz I c 10 SPRINKLERS DRAFT I FIRESTOP: ONE LAYER SIB' TYPE GYPSUM BOARD 12 GYPBUMCONCRETE OVER STRUCTURAL PANEL FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT 10'-0"O.C. MAX. SPACING. FIRE BLOCK MATERIAL - SALL HBE MINERAL FIBER, MINERAL WOOL, GLASS ``II I FIBER OR OTHERAPPROVED NON -RIGID MATERIALS.(2019 CSC SECTION]10.2) _ re� re_ re� I11 _ reeo aea --- III 014OPi SUB FLOOR STRUCTURAL PANEL FLOOR DECK PER _IT, I�1J STRUCTURAL RR1R r R R l Rjs s re a a s R L s E 14 WALL PENETRATION, SEE DETAILS ON SHEETS i 15 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOmx UR RATED FIRE WALL ASSEMBLY -SEE DETAIL i MATCXxLINE WHEREROOF/CEILING FRAMINGELEMENTSARE Rr-30 RTJ9 Prdi Rr- Rr-°a Rr Rrla6 Rrdr Rr+a Rrd9 RTso R s, Ri6z RT53 zs�ava' R dr _._. ] omce PERPENDICULAR TO THE WALL. THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF —1- - - - - r In sf �_�_� �������1�� �� 1] 1-HOURFIRE-RESISTIVE CONSTRUCTION. THE ABOVE O xire vF Ira sRre ,� ATC ALSO BE -OUR CDORSRMCIICNMIRAMIMG SHALL PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY of A w WALLEEN S UPT,O nWHIGf%WNVJ FOR WALLOOD FRAMING AND -H UDS O S UP TO ATil RTICALLY BETWEEN WOOD FRAMING AND'H' re J re o�T-2.1'� re x re 3 I E STUDS, TYP. MS��TTOM OF ROOF i HEATHING IRE RETPRDANTTREATD PLYWOOD -REFER TO _—_ s ucr oRA +fir °R - T- 20 GE POINT!$16@IWW620US SEAM, TYP BOTH B Iz,s ,x — _ — - K OERE ROOFI -� - - - — - L X THE ENTDRE BPAN OF SUCH R FELLING LNG BHALT F'FRWTIFI' CM, REFER TO R R ° ° a RE-RESISTIV I hYlEIFRAMING J I sx AND ELEMENT I� I Resoexruu I I i I R I p � I � I I HE ABOVE MI���.�� _ SHALLALDB ONSTRUCTION MIN. 1 FINISH FLOOR BID ry _ �I L( _ _1 I N _ — _ � ELF—UON I I I I I I I ® ® L L - — M — MI SPOT ELEVATION AT SLOPED Tr POOR R m R iI F SURFACE MOUNTED FIRE EXTINGUISHER CABINET. REFER TO DETAILS XX SHEET A-XM LJKRa - - _ RECESSED FIRE EXTINGUISHER CABINET FlWMV J— _ _I _ ' 1T _ — _ REFER TO DETAILS X SHEET A-X.XX — x 'TI, 365E �SssF �, ]] sc L� � -�� z N 27=° I ® SYMBOL DESCRIPTION DETAIL s � CONCRETE WALL °ax TRANSFORMER I 1 O ,li ® ® CMU WALL SHEET I E. - _ _ r—-1 ---T M I w , ` FLOOR PLAN *1 I - - — - - �° - I - - ® 3 HR. RATED WALLIPARTY WALL 14IA7.31 LEVEL 1 ® 2HR.RATEDSHAFTWALL 7/A].31 ® 1 HR. RATED PARTY WALL 10 /A7.31 5 6 7 6 9 10 11 12 13 14 14.4 15 16 17 - CZZZ= iHR. RATED CORRIDOR WALL 3/A7 .31 LEVEL 1 LAYER GYP. EINT D. ON EACH SIDE WI ONE SHEET n B•=, I A2.01 AMme:woow:rlsarem ru„MmH�Aoan�uzzo,ovM,a;ore am.m GENERALNOTES y � �Q a w =9 = a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14.4 15 16 17 o s „] KEY NOTES O SYMBOL DESCRIPTION D-1 iy�I III 1 1I III I��� ELEVATOR -PROVIDE 90 MINI FIRE RATED DOOR. WITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3W2.4.IROVI EST POWER(UNUER SEPARATE PERMIT)ANDBY Z FUTURE STANCPIPE(CIASB I) LOCATION -SEE HERA N u As 2 13 FIRETAL( ry NKLER SYSTEM DWG'S.(DEFERRED WO OPY ABOVE 4 LINE OF SOFFIT ABOVE a ao a sa z a ss w z s 1111 1121 Ill a-'s v a W w as s >F 5 AND SPEC6.UISHER-SEE NOTE M.20N SHEET GN-1 4 ae,OF °'I°F �� 6 2-HR. RATED SHAFT -PROVIDE FIRE SPRINKLER AT a —�-- — C HCHTE ] ETLECTRIC UPL?ELEPHONE Ir 8 METALRAILINGSYSTEM-42'A.F.F. MIN. B DO TRASH CHUTES- PROVIDE N MIN. ORS AND FIRE SPRINKLERS a M r 10 G�UIFIRBOEP: ONE LAYER 5,8- TYPE -X' no, s J u.H ARD FIRE BLOCK BOTH VERTICAL AND HORIZONTAL AT esw j MAX. SPACING, FIRE BLOCK MATERIAL — — — — — — — SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS 11 - _e - lr -w FIBER OROTHER APPROVED NON -RIGID a'Ps J `/1 MATERIALS.(2019 CBC SECTION 718.2) �s L a° l a sz l a sal a T s, a- sz R 5 1 I s l �l GYPSUM CONCRETE OVER STRUCTURAL PANEL P \1 I/X 12 BOB FLOOR \ 1 r m r 13 SURD CIUH PAHI FLOOR DECK PER S RUC UH ° a s a x \ % AEk c az a ae a a a.ba as 14 WALL PENETRATION. SEE DETAILS ON SHEETS I 15 FRAMINGPERSTRUCTURALDRAWINGS F 1HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL O3 N I II \\ i s. a I L 18 AXX L -----J 0 \ I ,zesF a-,ss a -,se a-,sz a-,sa a -,vs a-,sa a-Iw a,12 a -Is, a- 4 ass se, sF MATCH 11NE WHERE ROOFICEILING FRAMING ELEMENTS ARE ,so a-Iav --- a,es L a sve R-T� G $ MATCH LINE — --- \ i rT y y 1 —T �' —O — OFSUCPERPENDICULAR ROORICTOITHE WALLNTHE ENTIRE SPPN — — — — — FFF — ••• — — — — — — — — — L — OF SUCH R FIRE -RESISTIVE FRAM( RUCTION BTHE }������+ ______ ♦ ��Y�� _______rt_____ 1] 1-HOUR FIRE-RESISTNE CONSTRUCTION. THE \ I I FRAMING AND ELEMENTS ((IITHAT ppSUPPORT THE M LINE I ' ABOVE ME TIIURCDdNSIRUCObFhANMINNIG SHALL ¢ / \ I YA �XxLINE PROVIDEASWCLIPSAT1Y-0" O.C.VERTICALLY EEN ING AND H - STUDS \ ' — w ass— WALLS UPTO PROO@O D MOXAIYW. FOR WALLS FOR TO N — _ — _ _ _ _ — } _ _ _ — _ _ — _ _ _ H 18 VERTICALLY BETWEEN WOOD AND Lam$ ---- ----- I \ rt I \a1re DS, TYP.MB��1TOM OF ROOF H 11 \ xs,�M­ asps T—R-1 I a x,o ensax ��i i''I0 x SREACING YE.1 TREATEDPLYWOUDMAIN-REF POOR 11 .NA GE POINT OBHf®QN620US SEAM, TVP BOTH R111 .111 1111 Illl a.l,s , —� ERE ENDOOFI A ATIE CU + --- -J- -- -- __ - - - '-a - -----a=- - - - -- L S�1 of/CE LIIJG L a \ THE ENTIRE Fh STEM( REFER TO IIRE-RESISTIV ]TH@IFILUIING L J Levwehrz I AND ELEMENT pE 5pBW1fLER 5 TH SH �L ALSOB�' ONSTRFKUC'LITION MIF�N'NO ' J T�� I s l s l a L FINISHFLOOR ELEVATION M --- -- 7_7 SPOT ELEVATION AT SLOPED 5 a eF ,iirtxen* ILOOR 4- SURFACE MOUNTED FIRE E NGUISHER — a I CABINET. REFER TO DETAILS XX SHEET A-X.- -_ 10 RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS X SHEET A-XD NJ .XX — �•y SYMBOL DESCRIPTION DETAIL CONCRETE WALL — ® CMU WALL w FLOOR PLAN aUll1l11 e0 1 ® 3 HR. RATED WALIIPARTY WALL lVA].31 LEVEL f £` ® 2 HR. RATED SHAFT WALL 71A].31 ® ',I11 ` I b b b b 1� 11 12 13 14 .4 15 16 17 1HR RATED PAR WALL 0IA731 14 1 HR. RATED CORRIDOR WALL 3IA7.31 INTERIOR WALLWI WOODSTUDWIONE LEVEL 2 LAYER GYP. BD. ON EACH SIDE 1116A2.02 -=1'-0. AW kDwallS°we Me M°Ebm Apatmen0Y1010,-M°tlian_NdiM GENERALNOTES b UI I I I ---�-j- -I-__-_- + ^____--------+-- I I I np ►1 IL nfa mi ��.�J N' l . y��11� i IKlu�e�7 iL �rPlyl�`LJTi'i ,jl L��� .•rll� lI6p la�:r lac�� �I . IL°—J � �F ICJ "'i 41_�IJ1'.-- 1 n4.4 LEVEL 4 4o s g� �s < N5sm I KEY NOTES O I DESCRIPTION Detail G 3 Z Lo O HIDE 90 MINUTE FIRE RATED DOOR. RETCHER REQUIREMENT OF 3W2.4. PROVIDE STANDBY SEPARATEPERMIT) NPE(CUSS (LOCATION - SEE NFPA .ER SYSTEM DWG'S.(DEFERRED (ABOVE a 4 ABOVE HER -GEE NOTE M.20N SHEET GN-1 AFT- PROVIDE FIRE SPRINKLER AT .EPHONE SYSTENY 42' A.F.F. MIN. - PROVIDE 90 MIN. DOORS AND FIRE I1--O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS uaaaaula�y�aa "H' STUDS FOR FOR WALLS UP TO w.pA FINISH FLOORON SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE EXTINGUISHER L� CABINET. REFER TO DETAILS XX SHEET A-X. RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS %SHEETA-%.XX BID - SHEET nTLE. FLOOR PLAN LEVEL4 SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALLIPARTY WALL IVA7.31 ® 2 HR. RATED SHAFT WALL T IAT.31 ® 1 HR. RATED PARTY WALL 10IA7.31 1 HR. RATED CORRIDOR WALL '1A 1 INTERIOR WALL WI WOOD STUD ONE LAYER'P. BD. ON EACH SIDE SHEET A2.04 0 AubtleaM OwallSeNe Pne Metlban Apatmen0Y10101-Matlian Ndi.m GENERALNOTES I I I I I / I I ■ 1� K:.� 1'�Il 91 O �I m.�r�n�.`�J �' J■IL�rIg'.ri• - 6. ".••—`�-,�..,.• �.,. �n L 'L® �',,�.'�I1IF•. �,�ii' �;" N 1, r Small ��J■d�i 1�I L■ [II I � ..- ���n rar�o!. E�e1 _ �,� ��'I. ;�� •qIV C�� I!r� Il.t: �� ..�. ' s m - �IIII Ilrl IIIIIIII IIIIIIEW I IM 0 © 4 0 © m m® ® m 4m m y � Q au=9 a I KEY NOTES O I 9 3 Z 0 31, 10'-0.0.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS uaaaama�y�a.I "H' STUDS FOR FOR WALLS UP TO w.pA FLE—ION SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE EMINGUISHER CABINET. REFER TO DETAILS XX SHEET A-X. RECESSED FIRE EXTINGUISHER CABINET REFERTODETAILSXSHEETA-X.. BID — — — SHEET I LE. FLOOR PLAN LEVEL5 SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALIIPARTY WALL 1GA7.31 ® 2 HR. RATED SHAFT WALL 7-31 ® 1 HR. RATED PARTY WALL 10IA7.31 1 HR. RATED CORRIDOR WALL '1A 1 INTERIOR WALL.WOODSTUDWIONE LAYER GYP. BD. ON EACH SIDE SHEET A2.05 0 Aub kDwalIS•Ne Ane McEHm Apatmen0Y10101-I*dW. — GENERALNOTES b O r �' O � F MATCH LINE ---- — NATC I as/t I I ^ I a IIII II iR.l 1 — x■\I•�xl C aM IL 1� 71 J ®�gI I �I��IA 111�. .�� �J IL•�.�_'J ►J N �I ��1 S i�t IL • rr I tJ III I _. I _ I �I, Y lu elog �kJ Cil �� II �� I �� ` L�� Y� � • T � II _ _� _ _ _�JI IaCIL'JE�_ __ LI II� -, IJ ® I11■I � IIIIIIII ,,. Mr 4.4 Nam �'��III !JIB � — — J�■ ..: iLID © © O © O O LEVEL 6 4o s g� �s a�;o�p KEY NOTES 0 p IBOL DESCRIPTION Detail ELEVATOR -PROVIDE 90 MINUTE FIRE RATED DOOR. '=WITHTHESTRETCHERREOUIREMENTS OF 1 BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDEREEPARATEPERMIT) Z Lo FUTURESTANDPIPEICIASSNLOCATION-SEENFPA 2 13 FIRE SPRINKLER SYSTEM DWGS (DEFERRED SUBMITTAL) p 3 LINE OF CANOPY ABOVE 4 LINE OF SOFFIT ABOVE FIREEXTNG I SEE NOTE M2 ON SHEET GN-1 S AND SPECS a 4 B 2-HR. RATED SHAFT PROVIDE FIRE SPRINKLER AT TRASH CHUTE ] ELECTRICAL/IELEPHONE 0 META-FAILINGSYSTEN -A.F.F. MIN. 9 TRASHCHUTES-PROVIDE90MIN.DOORSANDFIRE iP-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHERAPPROVED NON -RIGID MATERIALS. (2019 CBC SECTION ]10.2) 12 GYPSUM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax. 15 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL AXX W HERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL. THE ENTIRE SPAN OF SUCH ROOFICEILING -HOURFRR EESSU TIVE CONSING WILL BF CONSTRUCTION. 11 1 LEMENT ABOVE MENTIONEDR6D/2GAkM%RAMIMG SHALL ALSO BE 1-HOUR CtltlRRSSrtrtMMCCTIT1b6NNMM PROVIDE ASW CLIPS AT 10'4' O.C. VERTICALLY BETWEEN WOODFRAMINGAND"H'STUDSFOR WALLS UPTO nWRGRVhAN FOR WALLS UP TO 10 44'. HIGH SP,HRAHtOT4L618N14131.1m pell"" w.pA FLF—ION BID SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET. REFER TO DETAILS XX SHEET A-X.XX RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS X SHEETA-X.XX — — — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL SHEET nTLE. FLOOR PLAN LEVEL6 ® 3 HR. RATED WALIIPARTY WALL 2 HR. RATED SHAFT WALL 14IA1.31 ]/A].31 ® ® 1 HR. RATED PARTY WALL 1 HR. RATED CORRIDOR WALL 10IA7.31 3/A].31 INTERIOR WALLW/WOODSTUDWIONE LAYER GYP. BD. ON EACH SIDE SHEET A2.06 0 AUNtleaM OwallSeNe Pne Metlban Apatmen0Y10101-Matlian Ndi.m GENERALNOTES zl` I ; CIF I - PC 14.4 I -HIM �a30. Lo m I ■ ■ I _ z i I I I I•- °1I � sa I� I ®I I _ —_--- I —. I I i l L I „� PEIHORIZONTAL E%IT I o, I I I I 10 1 I• I I I I I I I I I i I I I I b4 b5 I b6 I I b7 b6 I I I I I I I I 1b �l �l �l 10 11 12 13 14 14.15 16 17 LEVEL 7 I KEY NOTES O I DESCRIPTION Detail 3 Z 2 O VIDE 90 MINUTE FIRE RATED DOOR. RETCHER REQUIREMENTS OF 3002.4. PROVIDE STANDBY BEPARATEPERMIT) NPEICIASS II LOCATION -SEE NFPA .ER SYSTEM DWG'S.(DEFERRED (ABOVE a 4 ABOVE HER -GEE NOTE M.20N SHEET GN-1 AFT- PROVIDE FIRE SPRINHLER AT .EPHONE SYSTENY 42"F.F. MIN. -PROVIDE 90 MIN. DOORS AND FIRE 1- C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHERAPPROVED NON -RIGID MATERIALS. (2019 CBC SECTION 710.2) 12 GVPSUMCONCRETE OVER STRUCTURAL PANEL SUB FLOOR 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx 15 FRAMING PER STRUCTURAL DRAWINGS 1B S-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL AXX W HERE RICULAR TO FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROOFICEILING -HOURFRR EESSU TIVE CONBE CONSTRUCTION. 17 1 LEMENT ABOVE MENTIONEDR6D/2GAkM%RAMIMG SHALL ALSO BE 1-HOUR CtltlRRSSrtrtMMCC1D1b6NNMM PROVIDE ASW CLIPS AT 10'4• O.C. VERTICALLY BETWEEN WOODFRAMINGAND^H'STUDSFOR WALLS UP TO nWHGRNNAN, FOR WALLS UP TO 10 44'-0" HIGH SPAKR ROT MVK114 RUMBUpSIDL" FLOOR FLEIVATION SPOT ELEVATION AT SLOPED FLOOR SURFACE MOUNTED FIRE E NGUISHER [� CABINET. REFER TO DETAILS XX$NEU A-X.XX RECESSED FIRE EXTINGUISHER CABINET REFER TO DETAILS SHEETA-%.XX BID - - - - SHEET UTLE. FLOOR PLAN LEVEL? SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL ® 3 HR. RATED WALIIPARTY WALL IVA7.31 ® 2 HR. RATED SHAFT WALL 7IA7.31 ® 1 HR. RATED PARTY WALL 10IA7.31 1 HR. RATED CORRIDOR WALL 3/A7.31 INTERIOR WALL W/WOOD STUDWI ONE LAYER'P. BD. ON EACH SIDE SHEET It A2.07 AUN kDwallOxNe Ane McOHm Apa,m I&A101-Ma - Lm I I I Latl IVorr x' I I I I / I I I � I .. I w l Opp La' uwm urem UFFea uFF ea u m3x �q of roe0l m sal wal s zassF — zai —zatx as z s ] __ I ___ ■■■■■■■ I�_ I I_ I I _I I 4_1 I— — • I \— — �I\/ I I \ Li I \I I I I I I •I•■ '_ _ I— — I I,.` F i/l,\\ I ® I i t I I I I I I I I I I I ■ I ...m... € --_- 1 IB I IT T i l I• l l I 1 ... _ tie Hiss •-�aj.m\� xO MATCH LINE NATCH LINE 0 _�yate=`:' • \ —_I—�J _�_ _�_—_�_—_�_� L___________y___ u lNE MATQ I \TCX L II I I z • I I I I I I I I � I I I I I ® II H 1 . 1 7 —T— ------T—� 1 II ICI 1 K 1 �' 1 ■ •••••• ®■I■!• •■• •■� ••• EI• ••� J M,o L------I 'i I I I I I I I `fie R I I I I I I l i l I I I I I I I I `flll�,lf� I I I I I I I I I MAZZIOWER ROOF GENERAL NOTES 1. SEE BUILDING ENVELOPE DRAWINGS FOR WATERPROOFINGIFLASHING DETAILS 2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN _ ZO TERMINATION. 3. SEE DETAILS ON A].11 FOR ROOF ASEEMBUES. '� to Ou IN < 4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR CONDENSERS PRIOR TO LOCATING PLATFORMS. Q mQ 5. A COPY OF THE CONSTRUCTION DOCUMENTS OR COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODESECTIONS 110.10(C) THROUGH 110.10(c)SHALLBE PROVIDED TO THE OCCUPANT. 8. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRALAYER WITH RIC CHANNEL PER ACOUSTICAL REPORT ]. ROOF SHALL CONTAIN >R-38 INSULATION. 8. AT SLOPES <2:12: FULLY -ADHERED EO MIL SINGLE PLY POLYVINYL-CHLORIDE(PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY, SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.53 AND A THERMAL EMITTANCE OF AT LEAST 9]5. AGED SOLAR RELFECTANCE 1 0.7 AND THERMAL EMITTANCE 0 S2. SEE ROOF PLAN AND WATERPROOFING DRAWINGS. ,ti o S 3z rc8 KEY NOTES O SYMBOL DESCRIPTION Detail ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. '= WITHTHESTRETCHERREQUIREMENTSOF p 1 BUILDING CODE 3002.4. PROVIDE STANDBY 3 POWER(UNDER SEPARATE PERMIT) 2 2 FUTURE STANDPIPEICLASE II LOCATION -SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINEOFCANOPYABOVE 4 UNEOFSOFFRABOVE FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEETGN-1 S AND SPECS. a 4 8 2-HR. RATED SHAFT -PROVIDE FIRE SPRINKLER AT TRASH CHUTE ] ELECTRICAL/IELEPHOHE 0 METAL RAILING SYSTENY 42'AF.F. MIN. 9 ITRASHCHUTES- PROVIDE 90 MIN. DOORS AND FIRE I1P ' O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SHALL BE MINERAL FIBER, MINERAL WOOL, GI -ASS uaaaama�y�aa RESISTIVEfiONSTRUCTION. THE FRAMING ELEMENTS THAT SUPPORT —; — 4' NO PENETRATION ZONE AT FIRE j WALLS DOWNBPOUTCONNECTTOCIVIL _ OOs STORM SYSTEM. SEE PLUMBING AND CIVIL DRAWINGS. ROOF TIEBACK ANCHOR (REFER TO STRUCTURAL 8 MANUFACNRE FACADE ACCESS) SHEET TITLE'. SOLAR PANEL AREA CALCULATIONS FLOOR PLAN MAZZ/ LOWER FUTURE SOLAR PANEL LOCATIONS FUTURE CONTROL SWITCH 2.08 AUN kDwall3ewe Ane McBHm Apwim l&V101- dW.N 14.4 I I I I I I I I I I I I I ■�•Tj —� I I I ■ • • I I ■Eo Iles 8 a is a Ole semi I - - E E --------- I I I —* — _—_ —_ —___ — —___— 111 I I I - I I - - I -�- I I I - - I- --0 I I I I I I I K L I I I I I I I I I I III I I I I I I I I I I I I I I II I I I I I I I II I I I I I I I I I I I I I I JIB I b b b b b b b b b ,� 1z 13 14 14.4 GENERAL NOTES 1. SEE BUILDING ENVELOPE DRAWINGS FOR WATERPROOFINGIFLASHING DETAILS 2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN — ZO TERMINATION. 3. SEE DETAILS ON A7.11 FOR ROOF ASEEMBUES. '� Ou IN < 4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR CONDENSERS PRIOR TO LOCATING PLATFORMS. Q mQ 5. A COPY OF THE CONSTRUCTION DOCUMENTS OR COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODESECTIONS 110.10(i) THROUGH 110.10(c)SHALLBE PROVIDED TO THE OCCUPANT. 8. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRALAYER WITH - CHANNEL PER ACOUSTICAL REPORT 7. ROOF SHALL CONTAIN >R-38 INSULATION. 8. AT SLOPES <2:12: FULLY -ADHERED Ni MIL SINGLE PLY POLYVINYL-CHLORIDE(PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY, SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.53 AND A THERMAL EMITTANCE OF AT LEAST Q 75. AGED SOLAR RELFECTANCE 1 0.7 AND THERMAL EMITTANCE 0S2. SEE ROOF PLAN AND WATERPROOFING DRAWINGS. 4o S 3z rc8 a F'ao✓',pa KEY NOTES O SYMBOL DESCRIPTION Detail ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. '= WITHTHESTRETCHERREQUIREMENTSOF p 1 BUILDING CODE 3W2.4. PROVIDE STANDBY 3 POWER(UNDERSEPARATEPERMIT) 2 2 FUTURE STANDPIPE(CLASS I)LOCATION -SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL) p 3 LINE OF CANOPY ABOVE 4 LINE OF SOFFIT ABOVE FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 S AND SPECS. a 4 8 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLERAT TRASH CHUTE ELECTRICAL/IELEPHONE 0 METAL RAILING SYSTENY42' AF.F. MIN. 9 TRASHCHUTES- PROVIDE90MIN. DOORSANDFIRE 10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL 11 SMALL BE MINERAL FIBER, MINERAL WOOL, GLASS uaaaama�y�a.I RESISTIVEfiONSTRUCTION. THE FRAMING ELEMENTS THAT SUPPORT -; - 4' NO PENETRATION ZONE AT FIRE WALLS DOWNSPOUT CONNECT TO CIVIL _ 000 STORM SYSTEM. SEE PLUMBING AND CIVIL DRAWINGS. ROOF TIEBA TRUCTUOR (REFER TO STRUCTURAL 8 MANUFACTURE FACADE ACCESS) SHEET TITLE'. SOLAR PANEL AREA CALCULATIONS FLOOR PLAN UPPER ROOF FUTURE SOLAR PANEL LOCATIONS FUTURE CONTROL SWITCH A2.09 AUN kDwall3eNe Ane McBian Apatmen0Y10101-I*dian — GENERALNOTES l�7 'L, 's, la/ 10l `oJ "J `uJ laJ 10 11 12 13 14 14.4 1516 -4---4 --- 4--------------I;------�-�-- �- -+--g I I I I I I LEVEL 1 - SLAB PLAN 111W = — KEY NOTES O I y � Q au=9 a =L 1 SLAB AubtleaM OwallSeme Me Metlban Apatmen0Y10,0,-Ebtlian Ndi.M GENERALNOTES T T T T T T TI T 10 11 12 13 IT44 r I I I I I I I I I El I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I --- --�- -- --- - - -- - - - - - -�- I I II I I ( I I I I �-=- -r-- - - Fir �---rt=-r-r-I-�--- --I--- -�- - -r-------r-I- fi----I---� �-1 I I I I I I I I I I I I KEY NOTES O I I® •® I � - 1 I f li I Il I I I I I I = I I I I I I I I I I I I• I I I I I I I I I I - I LEVEL 3 SLAB PLAN I LEVEL 3 - SLAB PLAN I w � 10 11 12 13 14 14.4 15 i6 17 I I I I I I I I I I I I -� -----------------I 1-----------------------------� I -�-------------------------- �- p I I I I I I I I I I I I I to I I I - ---------------- - - - - - --�-�- - - - - ----� 1 I I I I m I I I I I I I I -- �} x3glll ;— N301tl1 — I IBON/1 — IB�fVl -- I�RIIl - IBONIl — IBOIVl I - - ---------� I I I -7-7--------------V I I I Lf I I I I I 1 I I I I I I I I I 1 LLI - - - - - - - - - - - — ----------------- --� I 1 iMATCH I I I I I I I I I LINE I I I I I I I I I I I I I I I I I I I �_ II II II II I I I I I I I I I I I I I I I I I I I I I I I GENERALNOTES I KEY NOTES (D I 3z z p � L4 )R PLAN _L B MENT J1 LEVEL B SEGMENT 1 i .21 GENERALNOTES y � Q a w =9 a (S) (yl 10 11 12 13 14 14.h 15 16 17 o s I a l I I I I I I =8 ---------------1-----------------------L--------------------- 1-------------L----1---1------------------------1------- - ;F om II II II II I �I �- I i II i II _ (� Q�p1p MR �H LINE � I I I I I I I a F'ao✓',a a® KEY NOTES O aNq I I I I I I I I y -79 o n T I I I I I I a4 I I I I I --------------_�— --- — ——�------- Tasn� rum n� *!� .. �`-----�— J L. _ J _I _ _ — _ — _ — _ I .any, sl I I I 1 a I I I i II II T.ImI TNmI II TWOB1 i ,Mm ,I ceY I „Nm I I I I I I I I �al I I 3o1e3 Tnw3als3N I83N a I I I I a aiMw.�1� na.to I ,I I ® I I I I I I I I I I .. �-----�-----�-------- -------- +- — - L-L-------------~- N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J--}--------I----------I_ I I I I I mo, \ I I I I sneer nrlE. l w FLOOR PLAN LEVEL B �I PLAN 2 SEGMENT I I I I I I I I I I I I ------- — -------------------- I I I I I I I I I I I I LEVEL B SEGMENT 2 AZ 22 1 -,w. GENERALNOTES L1-------- ..`t'v_r' ---------a1------------------- ------------- MATC�X 11NE IJ1 I I _ ... 4 — ----------_L_---=---=---=1=---=---=---_1__i I 1 I 0 II I I I I I I ---------- t ------- I ----- I ------- I I I I I 9 E9 I I I I I I I I I I I I ----�---- II-----T------.. ... .. ... ...... ._... _.: ...... .. .. ., _. . :... ,... _: ..:.' I1I STAIRCASE ON SEPARATE PERMIT . _—__—__ _—__—__—__ — —— —— ----------' I LEVEL B I KEY NOTES (D I 9 )R PLAN _L B .23 -ACwal,SeMRPnRMREbmApatmenYY1R,01.I*dW. — GENERALNOTES I I I I I I I Igs , I I i I I xrexu�-- Mo m � , II m, I I I I I I I I I CD II `— — i nxiefuc -- I NEM— *exert � ID ; I e M—LE NATCX LINE — 1 FI _----------T--------t--- I I + , ... :':. ._________lr------------------ --------------r— _ I I KEY NOTES (D I 9 )R PLAN _L B -ko---­-,x,-dW. - .24 GENERALNOTES Itl) I I' � 1U 11 12 I I I I I I I I I I I I I I I I I � I 30l ow I I II I � I i— I i I a l I I' w]x I I IHgfI1 1I Ran ,AWY! 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O t I { F KEY NOTES (D )R PLAN _L 1 MENT 1 AubtleaM OwallSeme Me Metlban Apatmen0Y10101-Ebtlian Ndi.m LEVEL 1 SEGMENT 1 Iff—'W .25 GENERALNOTES y � Q a w z9 a Ci..,,I (y 1 10 11 12 13 14 1V 15 16 17 � I a l I I I I I I wz o s ;. z ------_____------------- ---------- 1________n'_L--------------- _ _ _ _ _ l-__I________ _ _1__ cF °" mz '< I I I I I I I I I Qp5s� I I I I I 5a I I I I I KEY NOTES O 1 o O o I 2 o � ig —79 a ¢,100 I a 88 a B` I I I —1 L - �- yl------- _ — - -- ---�- -----" N N .N EfN NTNL RElNL NTNL RETNL T _ � I � � _ — _ — _ — L w e PALP ,o.. i xe , Ln, DN ®II UP I ❑ DRATRENCH IN , I i ' I® 11 - I I � I I I I • I I I I I N I I I I I I I I I I I I I �. arweo2s ,00xw vs,rmez ,srw«cxLcx z O O I ----7---------- t--------- 7-----7------------------I -- 1 r � FLOOR PLAN LEVEL /\ SEGMENT2 ------- — -------------------- &mm LEVEL 1 SEGMENT 2 A2.26 va•=,'a• I I Awee:w Downsama ru„NmHmA°aa�uazo,o,-rn,a;o� am.m GENERALNOTES Q Q o 4 T II I MLIN I I I Q Q Q Q I I I I L---------- I I I I I' I I O nartox ' I I , - _ — _ — _ _ — — _ — _ _ T�J3tl iroasx mix ,rn3x ,rn3x ,h�u ma3x H I II I I I I I II I I I ----� -- ——---"-- — — — — — -- ---- ----------------- —� TI I ---- }I'�I-- — ----— —— — — — — -- — — I i11 L I--- II i I V pm� ® , c-L x0ox xr ,sF �I ......... 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Oa IMTCMXtll1NE U IMIK a Fao✓5 I I I — KEY NOTES O I I I 0 1 I I I I I I Li III I ig -79 I I I I I I I I I I I I I I I I I I I I —1 -�--I— I —0a —-----�— ------L---IL—IL—I -------------- I I I II II II II I II 'I I®®® I®il®® 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------ ------ L_—_—_—_-i_—_—_-i_—_L_—_L_L_—_—_—_—_—_—_-- I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I J- -----------—-- — -- — I I � I I I��� I I I I I I SHEET nib. I I w FLOOR PLAN MEZZ/UPPER ROOF I,I a SEGMENT 2 �z I I I I i I I I I I I I I I I ------- - ----- --------- ------ I I I I I I I I I I I MAZZ/LOWER ROOF EET. SEGMENT2 1 A2.54 8• =1•-0. AubtleaM OwallSeme Me Metlban Apatmen0Y10101-Ebtlian Ndi.M GENERALNOTES I I I I I I I I I I ---------- 1------------------- L------------- I I 1--------- - - - I - -- I I I I ----------L-------------1-------------1--1---- ICI MATC�H�LINE .... ..M. 1 I II I I ® I I I I I I ® I I I I I I I I I I -T- I I I ® I I I , I 1 I1, ® ® ® ® _® ® ® ® ®® ® ®® I II ®® I ® ® ® ® ® ® ®® ® I® ®: ® ®® ® ® ®®I I I I I I I i 1 I i I I _ _ - _ - _ I- I I _ U I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I n:III I I MAZZ/LOWER ROOF I KEY NOTES (D I o z 9 )R PLAN Z/UPPER .55 -ko---­-I01-I W.- GENERALNOTES I I I I I I I I 1 I I I I I 1 @some al e i 1 B I I ® 0 0 0 O I —ER .11ER � C i II ® I I I I I 1 ' I i ® ® ® was ®® wagon® ® ® ®® ® ® ® ® ®'1®® ® ® ® ® ® I® ® ® ® ® I ®1� 4L®-0 I wn�ex I I j � I I I I I I I i ® 1 ------------ 1 ----r --------- ------ ------- MATCH LINE _IF — _ — _ — _ — _ — _ _ — _ — _ — _ - _ — _ — _ — _ — ------------------y--------------ir-------- — —��uxwi 57 -------y--------------ir-------------r--����� iir I I I I I I I 1 I I KEY NOTES (D I 9 )R PLAN Z/UPPER MAZZILOWER ROOF —ko—.M..a—­—I01-I*dW. — .56 GENERALNOTES y � Q a w =9 a 10 11 12 13 14 14.4 15 i6 17 � z§ p= N ;,5.z p KEY NOTES O ig -- ----_ ---_ ----'--------- '---- -I-__� U' — i I I I I I I;i Li I I I I I I I I I I I I ea I I EF I I I I I A9� _______�_______ __+____ __ ___ -----------------J_____+_ _____~_____I__ O ~_______I___ ��' ___+_____�__ a I i I II I I -- I�---- --- -- I I -------�--- I I I I ---�--- I I I --I- I ----- I -- I I I - - _ .,--- I -_ _I-_-_ _-_ _- -I -----=-= --- --- -- -- --------� --- ; --- --- --I- - --- -- -- --- I I I I I I I I I I I I I I I I _-_ts I I I I I I I I I I I io I I it �� C II I I I I I I I• I I I I I I I I I I I I I I I I I I I 3 PLAN 1 LEVEL 1 .61 GENERALNOTES T `-J T `n, 1a� I Ii I I I 7i I 12 13 14 14.4 15 i6 17 KEY NOTES O I - I , --------------- --- --------------------+J------------y--- —�-- — -------------- -----*----- -------*-----* QI 1; 1 I -_-_-I _-_-I _- _- --- I I I -- — ---�-- — — ---- --- --- ---� ® — --h— —4-- —�-- — —'— -- a— ---� FF ❑ ___� �� C I, I I I I I I I• I I I I I I I I I I I I I I I I I I I 9 3 PLAN 2 .62 GENERALNOTES 10 11 12 13 14 14.4 15 i6 17 I I I I I I I II I I I I I I I I I I I I -------- ---- -----------rt--------- ---� - i - - - - I�� 777 71 o _ - --- I I, I � � I I _ I i . . - ------__ -_ .----I- - I�--�-1- �_ _ _� �_--_ __ --I--- , ,44 ---�--- -- �- 1 -'-- -L -L ---- _- � M I, � I I I I I I I• I I I I I I I I I I i I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I KEY NOTES O I 9 3 PLAN 3 LEVEL 3 s ,• ' , .63 GENERALNOTES I I I I I -�- - -�- -4- l -4 -- i---- it---- - I - -- - - i i I O' it I it I i it I I it E I 13 14 14.4 15 i6 Y I I I I I I I LEVELLEVEL44 vie=r-0� KEY NOTES O I y � Q au=9 a _ECTED ING PLAN =L 4 anoee:w oownsama a., �a�aoaa�uno,o,-u,a;o� ad�.m GENERALNOTES I I I I I -�- - -�- -4- l -4 -- i---- it---- - I - -- - - i i I O' it I it I i it I I it E I 13 14 14.4 15 i6 Y I I I I I I I LEVELLEVEL55 ili8"=1'-0" KEY NOTES O I y � Q au=9 a _ECTED ING PLAN =L 5 m AubtleaM OwallSeme Me Metlban Apatmen0Y10,0,-Ebtlian Ndi.M GENERALNOTES I I I I -�- - -�- -4- l- ------- ' -- i---- it---- - I - -- - - i i I O' it I it I i it I I it E I laJ `nJ l / J `n� 1a� 10 11 12 13 14 14.4 1516 17 Y IYI 7 � 7 Y I I I I I I I LEVELLEVEL66 KEY NOTES O I _ECTED ING PLAN =L 6 GENERALNOTES 10 11 12 13 14 14.4 15 i6 17 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,��1�--I--I_�I--------a--- I I I I I r, rJ I rJl I I I � �I 1 o I II 1 1 I I I of I I I I Q I -T 1 [7 I Ll 1 I I I II I I I I I I I 1 I I I I I h I I — _ J r J 1 1 ° I � — I --= I I I I --I�-- I � I I ' — - I I• I I I I I i A ---------y----��y���� 1� �y� ����F ------ f------+J -----y------y----�1�� __ _l _� _1_-__ __ __ _�_ ___r ---I----�- -T 1 -_-F- _r--j- -- -_- -� - 7—r--T-------- I I 0 I I I I I I I I —I_—_ I I 1 I I I I I I I I I I I I I I I I ----,i - -- - ---i— --i ---I ---I ---i -i- - --- --i—I —I-----'--- i Ic 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 KEY NOTES O I 3 PLAN 7 LEVEL 7 .67 01�I II�:II H He lSili�j C::1 Il�il fr`lesll:�J:! o1.io,1g 11111 icli 1111i I mom � I■A■IIIIIn■1 !!!Ii : :r'�il�io 7�10�� {���F- ill��li� :::i RomR10: 1 -_ e� �� FIBERLEMENT SIGING) 1 � V,� V ��V 2 Q Q Q Q Q Q Q TB X 22G F UPPE ROOF --T-- r - T -I -2 - - +--,-2- - r-1 --T- 2zB•-21r�1 a4 1 MPZZILOWER I 210'-31I6" V 200•--5E 1 EVEL —_—� — I —+— 26o•-s ur LEVOEL I'°pP? 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COURTYARD ELEV: EAST v16•=1w• L y � Q a w =9 al 4o s g� zs < N5sm 0 13 14 14.4 15 16 17 uh nnlME r--. 11CII:I'ZI���ICCCIQ:1���11 � �11 =11FN W-11�11 s. 1111 !! 11 ■111 !! ■111 !1 !1 !�! !1 !! 11 �11 111■ J_ 1 !! IL•L—IRI■ I I !! �! rr �1 �! !! ■1111111■11 1l1��! L—■IJ -�. !! 111■IJII1�lL—■L—INMIL■1�1L=■L—■I 1.� .S. �i lils,� IN 11111 ON �� I11l11l�l���I1�1�■!�1 IMINIM, l, !!1 1! !! !11 !! ��o, 11�=1i� !1 HE 1�1 1!'u^,^ CI'■,I _i = ■iolllli■��i111 1!!mu! - IIloN■nn1 _I� 1M!!M■ N 11� �II 11111,1�! !�1 — III, 11��11, �1 •l11�1�! 111�11 �1I1 111�� o!� �!I !11 1�1 !!I 1!, 11�ili� �1 °!'■,I �i 1!'�,II I01:111�!■I !lII,;!!11l� !!I !11!!■ �uv■ iiarmil !1 �i1j;ili■�1i1■�!! FFFIR T T i ),T —_—_ _UPP lff-F2L� - . MP OWER 20'-2112' MPZZrLOWER 0 c Roo 210'-01/4" 210'-3114" o e LEVEL) /� 200'-51/6" V _ LEVEL] 200'-5T V LEVEL6 Il t 90'-011Y' 190'-6tlY' I ® c I I _ _ LEVEL5 & _ LEVELS & _ _ LEVELO� 170'-V V _ _ —y *r.VE EVEL 4 1]0'-Y V _ _ _ —EL 3�1 L3 COURTYARD ELEV. -WEST COURTYARD ELEV. -EAST A A KDG PER26' 22P-2112' a4 LOWER ROOF�� 21tl-3114' V LEVEL] /� 200'-5114' V EVELS 19V 61V ..E + LEVELS I� 160'-]3l4' V w LEVEL4 I -� �14�? LEVEL 16P-9' EVEL2 10a-5' V EVELII 138 --9' V COURTYARD ELEV- NORTH %� ,fl6• i ,A,16 15 '14.4 14 13 � 12 �11 10 l a 1 l a) l i) l ti 1 -- 7 - 7 - -I - -I - - - LEV2 14aEL --� — y--------------LEv_eL I I I I I I 138 a COURTYARD ELEV.- SOUTH v16• = ru' J RT YARD anoe.:.Downs.m. a.,Mm�ao.a�uzzolol.rn,a;o� ad�.m w °' '°[']E'no 11111 ! ! II�1n�1111�If111111 '-° '° °'IC]�11'I�I�IIIII■■�' "' IfIn�111nIr111111OI�CICJ�II'i' �o II o1 II �I1111■■�I . Ifln_■IIII�Ir111■I 1I .I o11 �� �IIItIR■IIIII■�I - !fi_I11■1111111r111■I �° - -1 ou ■ 11�11 ■I�I■�'. , i■■I�IRI��I�:�iii�'�I�I■■I�I BUILDING SECTION 2 1116- a G IIISIII___ �_■_��_��---.----.-.------�-.`�--�-1=•al��!•�!'.!� �L■ �----� , 11 -I II1111 --- 11 I•11 - ■-�-■- o11ii_I II■�LIJ_ 1I 1I W 11 - L■LI II ■111 II ■1111I L ■LEI 11 III J"°'IL=I°'■11 I II 1I - ■1111111■ 11 L_■IJ -� iI �I1NI111111�■ I111 H1I' DI■�I�III■111,f11■_, m IIIIf �M1 �111� �III�I �I,'�,mmo 11m�°I,1,1 �Il1�� 1�'■�I1�I „-q II .■1�111 � 1-1�,[II��I n ^I Nn�m !� -�- 'llll II1111' 11■II�11■111,111■_, "I1 �1 �� 11I 1°I1m1 II,1�' °I, 1,0111IN �II�I ol�Ii 111� 1I WE ■1�11111■ ON 11�II •-�- f1011�IlI l.- 111 �I '�Il� II�I�I' EI■ EIEI°1I'�° _ �j 1 - r II�I�I 11■�I■II�■11 I■�°—'I,111■� 1°IM 1I�f,� 11111I Iol �II1�i LI,1"1 °=, 1'[!I°'■,II 11 �I II �ll�:�Ri ��m 1��19 �l1■■�I' I 91111 �' ' 11�F 11� II■ 11 1I■ 11�III1� IIII IIIII■11 [iSol �.� I P�111111■ .' �-�:a n_ ■ � ■ ■ ■In:�1n■����1�1�1�n���11�n111�11■ri11IlIr'Iill�inl■�=•i��ll u==VII■i■u_',V�_I�'_V�I��I�YI�■I���I��li■�I��1 r --- :. r �■I■9����Il■P���9� �R��9��R�II�RI■19�rilii��l O 4o s g� �s < N5sm ULIG SCIN 3 .01 I I MAZZiLOWER _ N � 210'-3114" V I— I LEVEL ] I� 200'-5 1l4' 1 �I0 � wes � II LEVELS 19tl-61� o I _ LEVE� i8tl-i 8l4' I o 0 I _ _LEVEL 1 I1 17 -9' V _ I _LEVEL 3 I\ g9u e vlaux I _LEVEL2 — 14 I _LE EL 1 l I REsbEMUL _ — I LEVELB I\ WALL SECTION 3 1--- a —sO—nleMxMeObmApatmen-10,. dW.— VELB I\ _—_—_—_— LE128'-9" WALL SECTION 2 WALL SECTION 1 %� 0 I 17 LEVEL4 1 9�l LEVEL1 LE 1]tl-9' ELw V LEVELS I� 1fitl-S 1 LEVEL, 149 -S V .5:5d1 0 149EL 138'-9' V 138'-9" V ` o LEVELI 9' I� LEVELB I� 138'-128'-9 1 128'�9 1 WALL SECTION 5 WALL SECTION 4 WALL SECTION o z, g� �s < N5sm A4.11 LEVE� 149 -5" LEVEL 1 GRAND STAIR SECTION C 14.4 15 i6 Y I 14.4 15 i6 Y GRAND STAIR SECTION B v4•=,'a J EVELa ,ea RAND STAIR Ll LEVEL 3 - GRAND STAIR LEVEL 2 - GRAND STAIR - ✓ y MB F MADJLOWER — - ® - - 21tl-3114' V tg a � Z e LEVEL 20tl-5114' 3z o - U m R �y $d Vz U LIETi I I � WALKWAY CROSS SECTION � 12 MAZLLOWER as _ ROOF O O O O 210_w A --_— -HI \`JJ _ wF ]I� i- - 200'E514 LF I g E C LEVEL9 - - - - - - - - - X7 LEVEL 7 - ENLARGED BRIDGE PLAN LEVEL 6 - ENLARGED BRIDGE PLAN BRIDGE CROSS SECTION 114 -10 1'.. Q Q I 7 7 I I - - - - �\ - - - \l --___-_ I_-___-_-_-_ - I M4IIROWER I -I - - - I - - ___-_-_-_-_-_-___ I I -__ ]Otl LEVELlL- 1]n - - T! - - ien e I SH- ENLARGED BRIDGE PLANS I MAZZILOWER ROOF - ENLARGED BRIDGE PLAN „4' -' 7 BRIDGE ELEVATION -WEST %� u'=ra' I A5.02 -- -,. -A,.M -ft-1-01M-w L�I EVELSW 9^ I LE VELS 1 I . .• • ..:. ..:. — _ l 49EL2 Il I I _ _ .. — LEVEL2 49 I POOL SECTION SPA SECTION Lifitl-9EVELS & ' LEV149EL2 -5' V POOL AND SPA SECTION v4^=rm L D I I � I m � I I I I EU I voa�vwET I B I I I rl I I I I I � � I � I I SHEET 11TlE'. ENLARGED I POOL AND SPA LEVEL 2-ENLARGED POOL AND SPA PLAN v4• = r o• A5.03 �e,�o�I,SemeMCMeEbmApeHmenYY19,9,.Ly4�� �.M z9 a 4 z- 14.4 (IA 14.4 ZIA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ell - ----------- - - -- - - - - - - - - - . . . . . . . . . . ................................... . Up LEASING OFFICE ENLARGED PLANIRCP LEVEL 1 DETAILS RCP .......... LEVEL 1 LEASING OFFICE A5.1 0 C LEVEL 3 - FITNESS ROOM RCP 13 \II FMEMMEMMEMMH LEVEL 3-CLUBROOM RCP A 3ROOM/ ESS M LEVEL LEVEL 3 - FITNESS ROOM 1N'=iw' L anoee:w oownsama a., �a�aoaa�unoroi-u,a;o� ad.m i LEVEL 3-CLUBROOM A5.11 13 z y � UJ F n� 41 - - - - - -- - - - 3z rc8 LEVEL 4 - YOGA ROOM 4 - YOGA ROOM RCP va• = ra G 13 i -----xi-x- 7— BIDo�. BSHEET ,i YOGA ROOM LEVEL4 i i LEVEL 4 - va• = rn• OGA ROOM 1 A5.12 14 14.4 i6 16 �Q G 63 -- - - --- —f - - - - - --- — L J LI I I_ — 0 OL 4m 0 0 I O o O o —79 o - ---- -- - -- -- o o x Q4 I I I LEVEL7-ROOFLOUNGE1 ILI IF BID B— nrLE. ROOF LOUNGE LEVEL7 LEVEL 7 -ROOF LOUNGE 2 B. EE . A5.13 REFER TO OVERALL PLANS FOR EXTERIOR WALLCONFIGURATION j PER OVERALL PLANS ----------------------------------------------------------------- it __ ____________________1 _ f KITCHEN BALCONY '+ DINING '---" - --• BEDROOMS Ti ------------ - w � CLOSEYol n OI - - SEDROOM-2 WING I�I1�1 BEDROOM-1 - - FF--------- h�=l F 0 CLOSET PLAN -UNIT 31B-01 I AMo3e,�D�I,SeNeMCMeObmApeHmentl229,9,-M,4;�� A�M UNIT PLAN-ST-02 1/4"=1'-T L GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT you SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE R O�Q 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r < VZA 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =zA DEVICES PER SECTION(9 2A.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. 8. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. f0. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 40 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC 9W7.2.f0.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE aF`vo✓'+aa ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL T DISHWASHERUNDERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH,I2'PERFT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2' MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNRVERTICAL IN 2 UNITS UNIT PLAN CEILING KEYNOTES REFER TO OVERALL PLANS FOR EXEERIOR WALL CONFIGURATION 33 WINDOW EXTERIOR SHADING DENCE, WHERE OCCURS, SEE ELEVATIONS. 5 a' ----------------------------- 34 WEEP SCREEMENT SCREED AT EXTERIOR SOFFITIBALCONY LEGEND O DOOR#SEESHEET1.1 WINDOW TYPE, SEE BED DINING WINDOW SCHEDULE W.H. WATRHEATERWIT1130" HVAC HVACFANUNIT HT. BUILD OUT BOX KITCHENIBATHROOM TYPE 1...1 GRID LINE #DETAIL#/SHEET# ------- ELECTRICAL PANEL INCANDESCENT LIGHTING E.P. ® RECESSED COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. MOISTURE 0 BID ® •KITCHEN ® SMOKE OETECTOWALARM-SEE INCANDESCENT LIGHTING , LIVING q' NOTE 11 CEILINGG MOUNTED ® CARBON MONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM Q THERMOSTAT D DOORBELL ow iwaelwdeum: O "------- O ❑ d" CEILING RECESSED Q EXHAUST FAN W/HUMIDITY IW% INGANDESCENTLIGHTING SENSOR W/MIN. 50 GEM ® TELEVISION I CABLE OUTLET N TELEPHONE OUTLET _ _ CLOSET- _ SYMBOL DESCRIPTION DETAIL - I - CONCRETE WALL --___--• ---- - WI =BATH'` - - ® CMU WALL _____ SHEET TITLE'. ENLARGED UNIT PLANS 3HR. RATED WALL ARTY WALL IVA7.31 ® 2 HR. RATED SHAFT WALL T/AT.31 ® 1 HR. RATED PARW WALL 10 /A].3, PLAN -UNIT ST-01 I 0 I HR. RATED CORRIDOR WALL 3/A7.31 eErn va•=,•a• INTERIOR WALL W/WOOD STUDWIONE 0 LAYER GYP. BD. ON EACH SIDE A5.20 REFER TO OVERALL EXTERIOR WALL CONFIGURATION PLANS FOR REFER TO OVERALL EXTERIOR WALL CONFIGURATION PLANS FOR ______--______________________________________ _I I - ----- LIVING I BEDROOM LIVING ------ q S a BEDROOM _ I w w DINING Cu CLOSI DINING rc a O a LL n _= J LOSE � � CLOS p BATHROOM i W/ _ i ___ i(i�•____ _ -- --- it I za'-r PLAN -UNIT 113-03 1 =1'-0" �J AM kDownSa­MmHanAoan­0101-M,a:o. A,m.m 4v� 'CEIUNG"-N" ,0'r5 - 23'-r PLAN -UNIT 1B-02 1—­' L PLAN -UNIT 1B-01 1 =1'-0" REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT you SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE R O�Q 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r < VZA 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =zA DEVICES PER SECTION (90].2.1.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. 8. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M" IN HEIGHT AND MAX. OF d SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 4 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC 9W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS aF`vo✓'+aa PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL ] DISHWASHERUNDERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITHII2'FE11FT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES LEGEND DOOR#SEESHEET1.1 WINDOW TYPE, SEE WINDOW SCHEDULE W.H. WATRHEATERWITH30" HVAC HVACFANUNIT HT. BUILD OUT BOX �KITCHENIBATHROOMTYPE 1...1 GRIDLINE #DETAIL#/SHEEF# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. ® DETECTOWALARM-SEE INCANG NOTE1 MOUNTED CARBON CARBO WACEILL MOUNTED LIGHT ® DETECTMONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM Dn QT THERMOSTAT D DOORBELL YalNa 4" CEILING RECESSED Q EXHAUST FAN W/HUMIDITY 4 XX2100%0D INCANDESCENT LIGHTING SENSORW/MIN. 50CFM IS TELEVISION I CABLE OUTLET N TELEPHONE O—ET _ — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL SHEET TITLE. ENLARGED ® 3 HR. RATED WALUPARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 ® 1 HR. RATED PARW WALL 10 /A].31 1 HR. RATED CORRIDOR WALL 3/A7.31 0 INTERIOR WALL W/WOOD STUD W/ONE LAYER GYP. BD. ON EACH SIDE EET# A5.21 GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTSTOSECENTEREDIN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM DEVICES PER SECTION (90].2.1.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. you R O�Q r < VZA a =zA 8. OPERABLE PORTION OF ANY WINDOW MUST BE T MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 213' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd' SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. K APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 40 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONIZATION SMOKE aF`vo✓'+aa ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN B FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z tv yl SYMBOL DESCRIPTION 1 42- HT. BALCONY RAILING O 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. ANDCONNECTEDTO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNDERCWNTERTOP B 30' ELEC. IGNITION GAS RANGE B REFRIGERATOR 10 SINKBFAUCET,SEEPLUMBING DWG'S. o�ney�e f6alElxr 11 TOILET- SEEACCESSIBILITYNOTEpS. 12 30" DOUBLE SINK WITH CASEWORK 13 BATH TUB. SEE ACCESSIBILITY NOTE 45. 14 VANITY SINK WITH COUNTERTOP AT 3'MAX. ABOVE FINISH FLOOR. 15 SHOWER WITH FRAMELESS DOOR SYSTEM. 3SF SHOWER DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH LIT' PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES SYMBOL DESCRIPTION 31 FAU. IN CEILING SPACE 32 DROPCEILING 33 WINDOWEXTERIORSHADINGDEVICE,WHEREOCCVRS,SEE ELEVATIONS. REFER TO EXTERIOR OVERALL PLANS FORF WALL CONFIGURATION REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION 39 WEEP SCREEDNEM SCREED AT EXTERIOR SOFFRIBALCONY _____� ---- I - _____� LEGEND BALCONY IF BALCONY REFER TO OVERALLPLANS FOR E1(TERIORWALLCONFIGURAFON 3B-4' a' LIVING I W L___� _ ; I --------------------- t -� LIVING L i -------------------- yA DOOR.SEESHEETA].1 WINDOW TYPE, SEE WINDOW SCHEDULE R HEAT W.H. WATER WITH 30" HVAC HVAC FAN UNIT F _____________ _____________________________ 33'4' ______________________________ n DINING HT. BUILD OROUT BOX KITCHENIBATHOMTYPE N �DETAIL#1 SHEET# GRID LINE - - - - - - - - - INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED BATHROOM BEDROOM COMMUNICATION CONTROL BOX MOISTURE PROTECTED C.C. E BALCONY LIVING BEDROOM KITCHEN J 4 SMOKE DETECTOR/ALARM-SEE O INGANGMONDESC UNTED BIN LIGHTING ® NOTE 11CARBONMONOXIDE b WALL MOUNTED LIGHT DETECTOR/ALARM THERMQSTAT D DOORBELL 1 , IIi _ ____ ®® �:____ O w 6 S DINING ❑ d" CEILING RECESSED Q EXHAUST FAN WI HUMIDITY INCANDESCENT LIGHTING SENSOR W/MIN. 50 CFM IS TELEVISION TELEVISION/CABLE OUTLET N TELEPHONE OV — vsi mzlsr rssN cxscK a i I ' _J DINING > CLOSET w o - w w a L -CLOSET - - - J - — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ________ ® OM r WI � -- - --- 'BATHRO� --- � W � 6 11 I _i_K_IT_C_HE=Nfi --.i •i ____•i _ _ _ , I________Tp@@ r to II - ' —_SxE nnECMU ENLARGED UNIT PLANS WALL ® 3HR. RATED WALLIPARTY WALL 14IA].31 fi'-2" 11' 4' 12-4 6-2' 10'-S' � ® 2 HR. RATED SHAFT WALL ]/A].31 12'-tl' fi'-3" is11" 23'- 29-0' ® 1 HR. RATED PARTY WALL 10IA7.31 3T-3' 1 HR. RATED CORRIDOR WALL 3/A7.31 PLAN -UNIT 1B-06 PLAN -UNIT 1B-05 PLAN -UNIT 1B-04 SHEETC INTERIOR WALLW/WOODSTUDW/ONE 11, =1.4F J lm' =1'-0' L 111=1- o LAYER GYP. BD. ON EACH SIDE A5.22 AM k Downs,m, REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION ______________________ I ) 16' S" I BALCONY AON kDwaIISeNe4ne Me0ian Apat IWX010I- than Ndi.M REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION _____ I ) _F ---------------- BALCONY ------------------- I I BEDROOM-1 LIVING OSE _BATH-1 DINING BEDROOM-2 T CLOSET ----- WI KITCHEN; i i &TH-2 0 I GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT w p om rcN�u SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =ez DEVICES PER SECTION (90].2AD)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, 26"IN HEIGHT AND MAX. OF dd" SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. K APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 0 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LOCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 DEC W7.2.10.B(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2- ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z yl O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUZZER MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRING(HARDWIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 6 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNDERCOUNTERTOP 0 3T ELEC. IGNITION GAS RANGE DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH PERFT.SLOPETODRAIN. SEEACCESSIBILITYNOTE # 5. PROVIDE A 2" MAX THRESHOLD AND HAVEA BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES -- I REFER TO OVERALLPIANS FOR EXTERIOR WALL CONFIGURATION ------- -- ---------------------- 34 WEEP SCREEDNEW SCREED AT EXTERIOR SOFFTMALCONY �I BALCONY i i----i--- I I -____________ _____________________ --------- LEGEND O DOOR# SEE BHEET A].1 xa WINDOW TYPE, SEE I i j -------- ------------ - LIVING BEDROOM-1 WINDOW SCHEDULE W.H. WATR HEATER WITH 30" HVAC HVAC FAN UNIT HT. BUILD OUT BOX BEDROOM-2 KITCHENIBATHROOMTYPE 1...1 GRIDLINE #— DETAIL #/SHEET# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. ® CEILING RECESSED C.C. COMMUNICATION CONTROL BOX MOISTURE PROTECTED e ID ✓+ ]S n DETECTOWALARM-SEE INCANDESC MOUNTED ® COTE NOTE 11 CEILING MOUNTED ® CARBON MONOXIDE IQ WALL MOUNTED LIGHT WALL DETECTOR/ALARM o O OT THERMOSTAT D DOORBELL YalNa O CLOSET WI DINING w CLOSET NO U ❑ d" CEILING RECESSED Q EXHAUST FAN W/ HUMIDITY INCANDESCENT LIGHTING SENSOR W/MIN. 50 GEMRE IS TELEVISION I CABLE OUTLET N TELEPHONE OUT ­DD y ai i i i i i El.KITCHEN I El BATH - I--- ® — SYMBOL DESCRIPTION DETAIL :.. ., ` CONCRETE WALL ® CMU WALL r------ SHEET 11TLE'. QI ENLARGED ® 3HR. RATED WALLIPARTY WALL 14IA7.31 - UNIT PLANS ® 2HR. RATED SHAFT WALL � 36'-8" ® 1 HR. RATED PARTY WALL 10IA7.31 IHR.RATEDOORRIDORWALL 3/A].31 �\ PLAN -UNIT 26-01 \ SHEET A A5.23 INTERIOR WALLWI WOOD STUD WI ONE LAYER GYP. BD. ON EACH SIDE GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. w p om rcN�u r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM DEVICES PER SECTION (90].2A.0)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. a =ez B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M"IN HEIGHT AND MAX. OF dd• SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. K APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 0 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC W7.2.10.8(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2-ALLOWS PHOTOELECTRIC SMOKE GREATER THAN B FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z tv yl SYMBOL DESCRIPTION 1 42• HT. BALCONY RAILING O 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BUTLER MOUNTED 40" A.F.F. MAX. ANDCONNECTEDTO PERMANENT WIRINGIHARD WIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POSTISHEAR PANEL ] DISHWASHERUNGERCWNTERTOP B 30• ELEC. IGNITION GAS RANGE B REFRIGERATOR 10 SINKBFAUCET,SEEPLUMBING DWG'S. o�ney�e f6alElxr 11 TOILET- SEEACCESSIBILITYNOTE#5. 12 30" DOUBLE SINK WITH CASEWORK 13 BATH TUB. SEE ACCESSIBILITY NOTE 45. 14 VANITY SINK WITH COUNTERTOP AT 3'MAX. ABOVE FINISH FLOOR. 15 SHOWER WITH FRAMELESS DOOR SYSTEM. 3B'SHOWER DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR WITH IYY' PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # B PROVIDE A 2" MAX THRESHOLD ANG HAVEA BEVELED OR 27-9" 2Z.IV SLOPED ANGLE NOT EXCEEDING 1 UNITVERTICAL IN 2 UNITS HORIZONTAL. UNIT PLAN CEILING KEYNOTES 22'-98'-4" 14'-8" SYMBOL DESCRIPTION z I 31 FAU.IN CEILING SPACE 32 \ I 33 WILING WINDOW INDOW EXTERIOR SHADING DEVICE,WHERE OCCURS, SEE ELEVATIONS. '-- 9ATH-2 , , BATH2 �,I 10' 34 WEEP SCREEDNEM SCREED AT EXTERIOR SOFFR8ALCONY h U WIp _-ciosET CLOSET ------ KITCHEN LEGEND DOOR#SEESHEETA].1 WINDOWTYPE,EEE WINDOW SCHEDULE --- "� m w W.H. WATIR TEROUT WITH 30" HVAC HVAC FAN UNIT BED HT. BUILD OUT BOX .BUILD IF KITCHENIBATHROOM TYPE 1...1 GRIDLINE #DETAIL#/SHEET# i� ELECTRICAL PANEL INCANDESCENT LIGHTING E.P. ® CEILING RECESSED l� DINING I MOISTURE PROTECTED C.C. COMMUNICATION CONTROL BOX B u i BED LW-UPPER-02 N ® SMOKE OETECTOWALARM-SEE INCANDESCENT LIGHTING NOTEll CEILING MOUNTED ® CARBON MONOXIDE )Q WALL MOUNTED LIGHT DETECTOR/ALARM a QT THERMOSTAT D DOORBELL i'®INa K tt LW-UPPER-01 d" CEILING RECESSED Q EXHAUST FAN W/ HUMIDITY INCANDESCENT LIGHTING SENSOR W/MIN. 50 GEM ® TELEVISION I CABLE OUTLET N TELEPHONE OUTLET M7.ume IW% - SYMBOL DESCRIPTION DETAIL CONCRETE WALL - OFFICEILIVING CMU WALL �% SHEET TITLE . UNIT PLANS ®ENLARGED 3 HR. RATED WALUPARTY WALL 14IA7.31 ® 2 HR. RATED SHAFT WALL ]/A].31 j REFER TO OVERALL PLANS FOR = EXTERIOR WALL CONFIGURATION\\ T REFER TO OVERALL PLANS FOR = T EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION ® iHR. RATED PARTY WALL 10IA7.31 J/� f II - ,---- -_ -_ 1 HR. RATED CORRIDOR WALL 3/A7.31 PLAN -UNIT LW-UPPER-02 IN' =ra• J PLAN -UNIT LW-UPPER-01 � v =rn' G PLAN -UNIT LW-01 fro^=ra' 1 SHEEP# A5.24 O INTERIOR WALL W/ WOOD STUD W/ONE LAYER GYP. BD. ON EACH SIDE AM kDownSaNa APan-0101.M,ao­ PLAN -UNIT 1L-01 UPPER I I awes,LD­­­­IWX0191- diw.A�A.M 2a•-o• - REFERTO OVERALL PLANS FOR EXTERIOR WALL CONFIGURATION --------------- LIVING BEDROOM CLI11 PLAN -UNIT 1L-01 LOWER %� GENERAL NOTES 1. SEESHEETA3.0: UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES. 2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM UNLESS NOTED OTHERWISE. 3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT w p om rcN�u SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOORSTRUCTURE 4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE COMPOSITE FLOOR PLANS. r VZR 5, EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM a =ez DEVICES PER SECTION (90].2AD)- SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING. B. OPERABLE PORTION OF ANY WINDOW MUST BE X MIN AWAY FROM ANY EXHAUST VEM OR DUCT. EXHAUST DUCTS SHALL TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING. ]. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED. INTERIOR WALLS SHOULD BE OVER RATED DRYWALL. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. 9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS REQUIREMENTS OF 5.7 SF OF OPENING WITH 20' CLEAR OPENING IN WIDTH, M" IN HEIGHT AND MAX. OF d SILL HEIGHT. IT IS THE RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT p 5 f WINDOWS COMPLY WITH THIS REQUIREMENT. 10. APARTMENTUNITENTRY DOOR ASSEMBLIES AT CORRIDORS0 SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT 5 3z rc8 CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEARAN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "W. - NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE. 11. LCCATETHESMOKEALARMA MIN. 20 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 DEC 9W7.2.10.B(NFPA ]2 29.8.3.4) EXCEPTION 1-ALLOW IONVATION SMOKE ✓ aF`vo'+aa ALARMS 1C FEET OR GREATER AWAY. EXCEPTION2- ALLOWS PHOTOELECTRIC SMOKE GREATER THAN 0 FEET FROM PERMANENTLY INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A ,^ SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE. O FLOOR PLAN KEY NOTES O z y� O iYMBOL DESCRIPTION 1 42" HT. BALCONY RAILING 2 BALCONY DECK WITH WATERPROOFING 3 MECHANICAL SHAFT 4 DOOR BU=R MOUNTED 40" A.F.F. MAX. AND CONNECTED TO PERMANENT WIRING(HARDWIRED) a 4 5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY OWNER. PROVIDE LOWERED DOOR. 8 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL ] DISHWASHERUNGERCWNTERTOP 0 30" ELEC. IGNITION GAS RANGE OPENING WITH TEMPERED GLASS. SHOWER FLOOR 1YY' PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE I UNIT PLAN CEILING KEYNOTES I LEGEND DOOR. SEESHEETA].1 WINDOW TYPE, SEE WINDOW SCHEDULE W.H. WATRHEATERWITH30" HVAC HVACFANUNIT HT. BUILD OUT BOX �- KITCHENIBATHROOM TYPE 1...1 GRIDLINE 4 — DETAIL # / SHEET# INCANDESCENT LIGHTING EELECTRICAL PANEL .P. 0 CEILING RECESSED C.C. COMMUNICATION CONTROL BOX MOISTURE PROTECTED ® OETECTOWALARM-SEE INCANDESC LIGHTING NOTE1 MOUNT NOTE11 CEIWALL MOUNTED LIGHT ® DECANDON ECTMONOXIDE b WALL MOUNTED LIGHT Dn THERMOSTAT QT THERMOSTAT D DOORBELL YalNa 4" CEILING RECESSED Q EXHAUST FAN W/ HUMIDITY ­DD INCANDESCENT LIGHTING SENSOR W/MIN. 50 GEM G TELEVISION I CABLE OUTLET N TELEPHONE OUTLET _ — SYMBOL DESCRIPTION DETAIL CONCRETE WALL ® CMU WALL SHEET TITLE. ENLARGED ® 3HR. RATED WALL ARTY WALL IVA7.31 UNIT PLANS ® 2 HR. RATED SHAFT WALL ]/A].31 ® 1 HR. RATED PARW WALL 10 /A].31 1 HR. RATED CORRIDOR WALL 3/A7.31 0 INTERIOR WALL W/WOOD STUD W/ONE LAYER GYP. BD. ON EACH SIDE EETC A5.25 m „�1���T�I >I�11111111■�� �, �_ 11111111 m II ��T�I �INgIgIIgIgIIgIg�■�I � CORE 1 LEVEL 2 - CORE 1 ll— — J 14 14.4 15 %RGED E STAIR LEVEL B - CORE 1 va•= r-m .31 Q I BI Ft -I I E � LEVEL 3-7 - ELEVATOR 2 LE4L1- ELEVATOR 2 LEVEL 3-7 - STAIR 2.1 LEVEL 3 - S' I AIR 2 „<• LEVEL 1 - STAIR 2 2 LtVtLb- SIAIKI %RGED R PLAN .32 2 000 LEVEL 4 -7 STAIR - = V-1 .T LEVEL 3 - STAIR 3 LEVEL2 STAIR3__(� 1/4' LEVEL 1 - STAIR 3 ------ ---- I ------ ----- LEVEL B - STAIR 3 1/4' = -- z§ p L4!R -LE %RGED R PLAN .33 14.4 12 z y � , m I I , , F—,---- ---- ;o s I p8 ® LEVEL 3- ELEVATOR 4 U�'s Lrc5a I ¢Faomaa LEVEL 3 -STAIR 4 1/4• = rn• '} O ig 13 1 - B 11 12 0 I I C I III I a1,= I — LEVEL 2 - ELEVATOR 4 $ "� LEVEL 2 - STAIR 4 va• = r-o• J 13 14 11 12 I I I It I I I II I I E 14.4 LEVEL 1 - STAIR 4 LEVEL 1 - ELEVATOR 4 ^� v4• = ra• G v4• = ra• / To I 11 1z 13 14 I s.a III„� sneer nne. it ENLARGED STAIR PLAN , it I i I I I I I T I I L I I I LEVEL 4-7 STAIR 4 LEVEL B- STAIR 4 v4•=ra GJ v4•=r-0• LEVEL B - ELEVATOR 4 6 A5.34 WM kDwallSm,h Me MCEbm Apvlmm O101-IAetlian-Nd,M I LE L4 LEVE� LEVE ' 149'-5' — eLC LE L1 — e0C 20'FL- 19' STAIR 2 SECTION I — p STAIR 2 SECTION A 1/4•=1.A. Mb0eaA0wall0eme M.MeEbm Apatmen0Y10101-I dW. NdiM DD— 'AIR 1 SECTION STAIR 1 SECTION A 2 1 A5.40 4 MAZLLOWER ( G 1 Z o V0i �m JQ ROOF I� Y o p MAX BLDG I� I O 223' 9' V UPPER ROOF I� 220'-2 11' LEVEL] n zom-sv4^ 1 I 3z Z§ MAZZhOWER ROOF�1 21V-3114"V UU, ids= LEVELS 190'-B fl� I ¢ F `vo✓�+aa I 2 2223 O I E 5111 200'-5 t1 Z �VV11 I LEVELS � 180'-]3l4' V I I W O a4 oE®x I I _LEVEL 196'-612" �LEVEL4 n 1]0-8 V I E O x ��y�xeya we O I I 14oT? MP]ZILOWER 4E] 9l4' �1 LEVEL,, 1 I 160'-Y V _ROOF 1 2f0'-3114" V STAIR 3 SECTION B ,14•=,•-a• 4 0 0 `f _ IEVEL4 170'-V I ^ LEVEL] 2WL 114" V eOx Yl _LEVEL3 j6p •-g• V LEVEL T60'-9^ EVELL naixs Tov Rx+ LJ 0 xew w fi00em I %- 5l� 186'E 7VP LEVEL2 149'-5" V LEVEL2 I� T49'-6" � aoc� 60 - o 0 I LEVEL4 — 110' LEVELI SHEET 11TlE'. LEVELI T36'-Y V f STAIR AND 0 0 ao ELEVATOR o �.®,�%` • � SECTION I LEVEL3 1E0' 9' V LEVELL 128' 9' LEVEL B l� 128'-9^ I STAIR 3 SECTION A STAIR 2.1 SECTION CORE 2.1 SECTION A � A�4e,�o�I,SemeMCMeEbmApeHmenY226,4,-M,4;�� �.M C 12 MWJ LOWER _ ROOF 11 u� Z R O -m 223'-9' ¢ Q mQ a W is UPPER ROOF & 226'-2112' V I 26P-51/4" V I I M42ZILOWER �o S OOF I� 210'R ; rc 8 m �_ LEVELS IIIl I $sm a F arc_ LEVEL ] I� 20tl-5114' 1 O 3 2 _ LEVE4 V 180'-]14" l7 vig LEVEL6 190'-81� —79 a4 _ LEVEL4 I\ I w a I LEVEL s /� i6tl-] 3l4' V � o¢'Ts u 4 JJ IIll 1fi0EL9' 1 I I I LE Ni-& 1]tl-9' V _ LEVEL2 l� —149'-s' STAIR 4 SECTION B11, ------------ 1.4 I E EL 3 18tl� I I LEVEL 2 I\ 14B'-5' BID ; I Ymzpaz oo SSr BI I LEVELI /� 138' 9'• V — — E ELI 138' 9" V I SHEET nTLE. STAIR AND ELEVATOR SECTION BLEVELS �l LEVEL R 26$ STAIR 4 SECTION A ELEVATOR 4 B.- "°`'A A5.42 - kDwal,Seme-Me°bmApeHmen 0191-Me4leon_�.M I 6 5 4 3 2 1 p z y g� w na o soy =07z�<z 3 0 Q I I Q I 1 o as --- ----- - — - - - - ---- ----+---,-- -� U I I U LEVEL 3 - STAIR 6 S � f F EVEL3 149 1 - SHEU- BUILDING STAIR PLANS STAIR 6 SECTION EE.. A5.43 6 5 4 3 2 1 TYPE D FIRE WALL TYPE D UNIT DECK TYPE G INTERIOR STAIRS TYPE G TRASH ROOM IFF TYPE G TRASH VESTIBULE AFF TYPE G BOOSTER PUMP ROOM TYPE G POOL DECK TYPE U ENTRY TYPE I UNIT DEBI DOOR LEGEND DOOR SCHEDULE COMMON DOORS q NN, 1-1 1-1 A M 1. 1. DOOR SCHEDULE UI TE DOOR SCHEDULE STOREFRONT DOOR S ACCESSIBILITY NOTES BID BHBET ITUE DOOR SCHEDULE B.EETI GENERAL NOTE A. EXIT MOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL B. IN ACCESSIBLE UNIT, SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES B� MM) OF THE KNOWLEDGE OR EFFORT. Fl ISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTE DING THE FULL WIDTH OF THE DOOR OR GATE. B THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SM-, UNINTERRUPTED SURFACE. L. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAIL-E SYMBOLS ARE SPECIFI I-Y REQUIRED IN OTAER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1110 INCH 0 ALL REMOVED (DEMOLISHED) DOORS TO BE RE -USED OR RELOCATED WHEN POSSIBLE, SEE PLAIN (2,5� MM) ON CENTERS IN EACH CELL WITH 010 INCH (SUS MM) SPACE BETWEEN GELS. MTS SHALL BE ED RELOCATION NOTES. STORE ALL DOORS WITH FRANES, TRIM AND HARDWARE UNTIL COMPLETION RAISED A MINIMUM OF 114 INCH (0.635 MIN) ABOVE THE BACKGROUND. ALL SIGNS AND IDENTIFICATION OF THE WORK- SH L COMPLY WITH TITLE N, SECTION 11 17B.S-1 117BSAB D. A EXIT MOR(S) SHALL BE A MIN. OF - X - WITH A MINIMUM SWING OF NINETY (N) DEGRESS. M. PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY OTHERS. WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C,BC. -3.3.1 AND 1W- N NOT USED. E CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS, SCHEDULED FOR NEW 0, UNDERCUT DOORS ONLY AS REQUIRED PER MECHAHICAL PLAINS, OR AS OTHERWISE NOTED. DOORS, LOUVRES, PANELS ETC. ' A L NEW DOOR FRAWES TO BE BY 71MELr, FINISH AND COLOR TO MATCH EXISTING WITH SOUARE- 16GED TRIM (NOT TAPERED). G PAINT ALL FRAMES, UNLESS OTHERWISE NOTED. H. IF THE DOOR HAS A CLOSER THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES OSMM) FROM THE I-ATCH, MEASURED TO THE I-ANDING EDGE OF THE DOOR. J. MAX MUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38N) FOR EXTERIOR AND I RIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTO TIC D R OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE MORS ME REQUIRED, THE MAX MUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM WINDOWSCHEDULE 1 TYPEA-SLIDING 4'-6" 4'-6' SLIDER GL TYPE A -SLIDING I -I I I -I -I sP 1.1 TYPE A-BLIDING S-B' 4'-b' SLIDER GL 1.2 TYPEA-SLIDING 6'-T 4'-6- SLIDER GL FEE 101. ll]l wl0xc a 2 TYPED -DBL FIXED 5'-0- 0'-0' CASEMENT GL G V� 3 TYPE E-DBL FIXED T-b' B-6' CASEMENT GL a W if 3.1 TYPE E- DBL FIXED 2'-6" T-9" CASEMENT GL ❑ Rxm cuss.0 0.o. 3.2 TYPE E- DBL FIXED 3'-0- 6-6' CASEMENT GL 3.3 TYPEE-DBL FIXED Y-0" 6'-3' CASEMENT GL 3.4 TYPE E- DBL FIXED 3'-6" 6-6' CASEMENT GL A.FF 3.5 TYPE E- DBL FIXED 4— 6'-b' CASEMENT GL ____ 0 ____ ______O ____ _______ 0 4 TYPE F MIKE e. roc c_roiw FIXED cnrcn a n c_a nvcD GL TYPED -DBL FIXED n A.F.F TYPE E-DBL FIXED F. e m m aIIIII� m A_F.F n-0 __ •' 0 �K-_O___ A �m m __O ___ _ _- - - - - - ____ TYPE F- TRIPLE FIXED 0. A A A_F.F ______ _ _____ _____ _____________________ O _ 4 1- TYPE G - SLIDING WI FIXED BOTTOM d a m b a b m �IIc m b A_F.F F � F ❑ F ❑ F e Pb b m m i m Fm m .______A.F.F _ - _ 0 O O 0 TYPEH-SINGLEFIXED�� A.F.F �• T-- 117 ❑a A.F.F WINDOW TYPE 111=1'1 BOTTOMG" 4-6'-6" CASEMENI GL 3-SLIDING WI BOTTOM S-0' I 6-I' CASEMENT GIL He 5 zz8 3-SLIDING WI BOTTOM 5'-4" T-9- CASEMENT GL 3F a 3-SLIDING WI BOTTOM 5'-6- 6'-6' CASEMENT iSm 3-SLIGING WI 5'-8" T-9' CASEMENT GL u0 was.. BOTTOM ¢ F'ao✓',an 9 GENERAL NOTE - A. PROVIDETEMPERED GLAZING PER CBC206.4: 1. WITHIN M' OF A DOORWAY AND LESS THAN W' ABOVE A WALKWAY SHALL BE SAFETY GLAZING. — 2. WITHIN 60' VERTICALLY AND 36' HORIZONTALLY OF STAIRWAYS AND LANDINGS. 3. ALL IN LESS THAN 60' ABOVE A SHOWER OR TUB FLOOR AND WITHIN Bo' HORIZONTALLY FROM FIXTURE'S WATER EDGE. B. MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS 54". C. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS, SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC. SHEET nTLE'. - kD-NePncMe6HmApatmea6220101-WdW.- .30 S-10 1--, S-8 1--, S-9 S-7 S-4 < z9 a < 4 5 z S-3 S-2 S-6 S-5 5 S-1 XRF S-19 S-18 S-17 [Ell S-16 --------------- I ` -- S-13 - = 1W S-14 S-12 z < z9 a 4 < N 5 S-11 ,r,• = T., .42 NOTES - INSULATION SCHEDULE I HIN ZONTIL IT%- -.NHI." A I I 11RI —N 5 ­11 111­11 10N � 11­1 ­ II IRIT-1- ­N.�H­ N. E 'MN"r I FIRE PROTECTION AT STEEL N.111— T _T NOT N_ N" M _NT I III 11N­lTll ­111 —1 1 � E 11 .-Y M. -­ I— T.. I - IN ­-N ­ 11. ­ ZE1,R.�I`=% N­H� Z EUE=�T= _N N­ oN F �ETL NE WH TH =- NOTES -ACOUSTICAL CONTROL z9 a 4 4 ,z < N 5 9 31, NOTES - FIRE BLOCKING+ DRAFTSTOPS 12' = 1-4- NOTES - ELEVATOR ACOUSTICS 12­­N' NOTES - CONST. ASSEMBLIES .01 milli 77m ROOF -CEILING ASSEMBLY PAVER" ROOF -CEILING ASSEMBLY 1-HR FLOOR -CEILING - COMMON 1-HR FLR-CEILING (HARD SURFACE) 1 - - ­. _(I� _(�) 1 la. - ­. N.N H­ NA. RFrE4 _­— 'AN— GaonE FLO sr C6NENT p R � METALL —E xcros�meoAao6' 0 0 OOMPLY N� W N'. _N=4 ­H -A- D3"0R8R0­ _T E FLOOR CEILING AT STAIR LANDING UNIT FLOORING FINISH TRANSITION � 1 1/2' = ­' —ul 1 T�TIOR DECK DECK 1-HR PROTECTION @ BEAM 1-HR FLOOR -CEILING AT CORRIDOR _(�) 3-HR FLR-CLG - CONCRETE PODIUM T, A"' 11 11 IINI 111MIL 11 *=R �T% 1 1 ­=NF1 T MA_ AA_G_', 1PE1­0% 1K. — -1) 'I DR­DT "E NA" N.T11-TI.— 'a­.­1IENT­­ A —U. O.D 1 -HR FLlR-CLG - COMMON CORRIDORS 1-HR FLR-CLG W/ DROPPED SOFFIT 1 - = ­' 9 11_14 HI='ND "MED ­ P"I'VER I== 8E, Nof%=11A _G R 1­11A-0-11 'E ILAT � ­ 8E `8EDAT­ PENET'AT "E 'LOOR A"DAT "E­ ­I_ __N1 THE "N­ A—E ­D'1AND1HE1E THE 1AAD.­T­­ T� AC—T "L ­LTANT THE UN­R OF THE — IIENT `­ NG _'D T"U'MIT"I_ IT__ — "T"TANN III THE NA, .1 ­F­ I T-A ­­ I1-- I _ F 4 AT A" "00"EIL ZAT ='L­A`oN`NM 5E MA AINED AT�� W.�A. HAND.IN--NT 1. A T­ I ­.N ­11D.1 ID ATT—E 6 — MINIMUM NUM— OF — ­QU ED8Y ­ 8­ 8E N­ED —G..M.. T. '. = , 1ANN1 ANY Z. T ­­ 7 ACOUSTIC NOTES �z BOR, ROOF 9 ­kD­­­A­­0I01­dW. ­ TEEL�sruo Sn Io lsys�Ein�ix ..M.niato F-crla+nF..AEET wuLssxnLLBE .EMNcwxEREoccuRs aMI Ge NnojownACRXIFER TO srauc♦uRAL sruow 1scnsou1 —NOT 1sruos OR INsrl_EPEANRED os °°CIno„FoasaECFc aaEoOUT wA-PER NAND oE.w o E aIM« Tea„x Uk E.1.IUTPNENI.I. EEIInE EswN aPPS MswL.wwsoawwo s " CEILING HIGH PARTITION (METAL) 12 R° °R E� wFoxxoaa lxFaF ax >TF oa �IMaTFx 3" = V-tiENT ANFm OT aLL1ATTON �oM.1_F I ON TOP 01 EACH OTHER INTO THE TIME 01 N—LORRIN OP vsrEMI ls,'. THE JOINT—TEM Is DID _EEN _TUP UP THE NOUN YTMMER _MN, PPPL ED TO CEIUN. RN-1 ON EACH "`R RUNNER AND WITH TOP NDIT NO RFN RATED HEAD WALL AT METALESTUDS xo�x 11n^=1b^ �} 1-HR FIRE PARTITION UNIT PARTY WALL Q 2-HR STUD WALL 3-HR WALL AT GARAGE CORE METAL FRAME WALL NOTES CMU WALL -METAL STUD a"=1'1 1 V 3" =1'-0" 15 a" =1'-M I I 12 =1'L' / a' =1'-0" J smucnR:P PC PER plmii+s N.ry of sLPT—N 11 xrt m-11Ns�TMry ­ 1giE. wxEAEasMv SVBEO REO.TNE—PER E IT xuOrsexc wxERc -1e'RA.NvsErvER Eco,xMn crm sxanLEa EM PRE . _ �w DE OR urEasre'rwE xFre sO. Eacx MIRE! ncousT—xsuurcx PER NEXGLE aE a 1 NOT n moLOREssrarvrcrv. so. uREO FOa ruTxo "ET'—' om w nceVsrcusEFa RuiONE wuLrvaE aER eLu,arvo scxEOVLE t.. wnrEasutx Ex jl ' 3 nxo EAcnER IRI.�jj CiO�NE Roo xc w E n arvO scxEwLE su In ErvaxEEPER I. 51[a lEEnsus[ow� jlx nrvs of LL PARKING ROOM 1- HI)ON jj RI " DO or m«xSPEarO wO ;r1�> rroEuO ll, PUR. N..-11 w, RED, NCET11 OPOIM, RE CODURN HOUR —C Zs oMBwE rvN.,. snuNwa1 ENTNER RODrvs P� :.:..L 1-HR CORRIDOR/ UNIT PARTITION WALL � 2-HR SHAFT WALL - METAL 1-HR RATED BLDG EXT. WALL (METAL) TYPICAL 2 & 3-HR CONC. WALL OR COLUMN ETAL STUDALL IQ CMU/Ma•=r-o• zarxicxavPsumwausou<V ..1'1-:':' aER svEarRAncxs. •"1�'"m' ENA—EEIRECT—aMa+ExnvmsrnFlEowRn a l~zcoa.�ExrERlav cEMEG sTErvcIUN sucxloExnrcAnox snuL. LiE998 NiEB99 ..;I� ; .1. •• 1:1 "' +. sELO--1. accsssisLE corvc— aoOR, ao Ew LPc OR anc NPA Es. ! 1'1'i'. EIII� EEi ry,amml MEosVaEo —N.1 ..R.Nrnuvn—THE.—IIIumRION nrtO sPAclrvc PERsraVc,uRu wuwlrvcs ",1 �•' rvcxl+zr mmlxnElcxF.IncoRTwR+nxc oaorxERwaROwc c. xREu�oroR sNO saNNEn PRorEcrauoPExncR. :I. woos. . y o- V Do a w z9 9 3 Z 0 NON - RATED FURRING WALL WALL � 1-HR FULL -HEIGHT WALL FRMG (METAL NON - RATED INT. METAL STUD WALL � 2 & 3-HR CMU WALL ASSEMBLY � CONCRETE / CMU WALL NOTES a•=1L0' I / a•=V-a• IJ a•=r-o" .7 a•=V-1Y J 1r=r-a• A �e,«M­RMAna ,MR ­x1R,.M­ ­ 7.21 --N—NER—E 11 "IT I=NT" MISHER . ...... A`N-1 V, I ELEVATION SECTION WHEEL STOP DETECTABLE WARNING SURFACE TRASH ROOM CURB CONCRETE CURB AT RAMP E-10N ..U.. R �T— 1111N. 96A= R�- -VIDE 1— AT AN. ----E. TRAFFIC MARKING -FORK ARROW TRAFFIC MARKING - PED. CROSSWALK TRAFFIC MARKING - TURN ARROW 'M N TW NT AN, ER10, TN.N TU 1-1- L—E.—E —1— — —CITI 111T PBELOWM..E,. - Vr .—R I AN—'NA.N TILE FLOOR TR�F�ITE MARKING - STOP TRAFFIC MARKING - FORWARD ARROW �z 0 < z� 4 z- �z < N 5 AGE & .22 I —kD---A--0l0l-WdW. —M -- ----- -------------- F- - — - — - — - — - — - — L=EXl­ I —.E ­ ATI!, =aNE ;xcaWIOE —PE —Al OB—N N." 3 ERZ� ­A81r ONLY —01 m F T INTE—T—L IRTIIETIL —ET .. s 6 L V7 T-777 sp�N;� t V�KI�G ill ONLY N E� A_ =A,NX .Nl —=11­ " — .NLI ' L —R—T— "'D � M O—E ­S KIIIED IT L"', (13 11ME1 —L I ENI —E. E— .30 < z9 a 4 z- �z < N 5 El=Elll —El 11 —111INT T. —E) z .E..: 8Ur Y_-,M,— I —El b .. --.. —UN No EQUPLN �R.—D"N,� o N� "N POMOUT05 OR --8 -LED IPEI-111--"' E—E-1— _TE__,%E"E _'ZM ­1 E IE.El LAE _E — — --- - = Z=UT of oT? A-881— P- I "L"IINAT 'N 4- �- --D '..RECE AN.1 L—N.—E ALI— _.'r _N. 1— AGE & PARKING - TYP. ACCESSIBLE STALL ,7.23 z 0 IIEIE­ I < ­­DPL=D Z. IV, 1 A A I N pig m I. I q 1 :4 1 P—mg W, US I ME OPEN prom— .ILI­TI.TU.LP­ 7U,­ ­.53TOM, 1. U.--D—IN.T.N. TT�Ga D u. NIVEo T, 3-HR FIREWALL AT INTERIOR 1 -HR WALL PARTITION I 2-HR EXT. (BEARING) WALL c 1-HR EXT. (NON -BEARING) WALL TE ­TG 4*0CATV"T­'oM­DZWTT _E­­MITIIA INT. EXT. N IlrU­IIE=MlE`R­IETLT 4N T..­i,5,WEHDjC IRET­EE­­ ZF"Rj,TO­ ­ A 1­9= IIMIIT­ ",I'M T1111.11T­RMI ITTEM��ILIITI�UIRII��IT:T—RTTl��IIDI�I I RI "�IHER,­ TIIID�1'11 11,11,10 "a'* MI ­ I IF-111 Al "" ;..�IIIT "IC.EIIETC"I�l LEWT.E" ­,= �ATC'I­ _T:D D T� ". It NDLI � UIILOR.AD E­ITE IIF-,.. @6ffD­MNM.Mll­Hl.­­A 1-HR EXT. (NON -BEARING) WALL - SIDING NON -RATED FURRING WALL 1-HR I NT. WALL - TYP. WOOD FRAME WALL GENERAL NOTES � HEET. A7.31 ­kD­­­­­101­dW. ­ -B [ BALC ONY ONY �, �,.OR STORAGE R_W­ NO PER =N11 "1 11 RWI FNAJ T DN.,­ T —L T �TAJ �TAJI �TAJIL �TAJIL �TAJIL �TAJIL �TAJIL Tj =U UNIT 2MITRUZI R� PIR FLOOR FRAMING AT UNIT/BALCONY1-HR FLOOR-CLG AT CORRJSTOR. EXT. STAIR UP AT LANDING as of PxiPwoaw UNIT STAIR sox UNIT EXTERIOR Dumc<y STAIR I R_ FRE,l —TR-01 �A Topo' FMGH RMIATU" ..... I —RAT IN TT_& I-11RIL111TINI &�IMIUMTL OIR1,0 R­lN,6 T... C, D— 7,1A. �AZ.MWEAML5LER­ T, RMI RED A'11"MIN;.171LLI R� UC_ —H­T0l­ N­­R­DU. UNIT F R E.R ==N= �D —8—u­ rr =­ �EElll xu DRAW­.,.P.P,. N --m —E- --s—1 1 -HR EXT. FLOOR FRAMING(PARALLEL) FLOOR AT UNIT/STAIR STAIRLANDING 1 " = ". (:�) 11-1-11_1 _(�) 1 ' E ­lIE MN 'R VE Nrl%NPVT 'D_ I CORRIDOR — UNIT corvomDNs�T= ­E -E­ ITNR.' N AT Nl— 11 — ��BIL101=L ==A, LHIII I.R D R ,=­.CE� FOR DA N, r AC­ R'l—I.. RDDFFauuNGPER rZR lit I III I R01 O'ITIINI�� — I N- CORRIDOR JUNIT STAIR � ­D110. .R­EM.—El­R FLOOR AT CORRIDOR/STAIR ROOF FLOOR AT UNIT/STAIR ROOF FLOOR AT UNIT/CORRIDOR1 1­ V-1Y, _(� 1 11T = 1--v R­ — NG TO BE _R CO Iclai RRIDOR STAIR lEl ­ UNIT EXTERIOR wou .4 _E F N ORAT 'TA WTIIN , �l N[T l=xn:Rm Pirt wousDArm ILNO _T.Pp R M—TWATILULMMEX11T WN ­ I PANOS IEEITRUIIRz II.R.E RRIE�RTT� �8E� I I _=A coxonloxs MEM8­AT _E 24 L _T IIEL ..... R.ERT. ­R PER F­Rl%r� "=07' I.E 6T­T­ -EL ­ 'T_TU_,_"' �z < m6i z� FLOOR AT UNIT/CORRIDOR ROOF /­\ EXT. STAIR/ CORRIDOR AT ROOF LEVEL FLOOR AT CORRIDOR/STAIR LEVEL 2 ,7.32 mo 8 uYPAS pE52'TVE'X ID s xp PExpEB�MIx. --uiLI9 JOINT @ 2-HR SHAFT SHAFT WALL @ ROOF 0 S^=IW I L „Ir=,'-M Q gzXuvwj Xu ERpF 0 ����,s�TMETwpwExxu,E � JOINT @ MECHANICAL SHAFT SHAFT WALL @ FLOOR / CEILING oz. 14 „ �sn SHAFT WALL 2 @wPODIUM LEVEL>�sm — BEE BIRUCT 3 TEuINATEATap.1- -_—_� O TM�x �>orvMrv,,rz a4 I I SHAFT WALL 1 @ PODIUM LEVEL L I T--- IT UPPER E I II T-- z,5' GARAGBID Ld_ �sEMBLv MEpxMX xxAwxps uAlanpHT II + — i xxcaT , DI aw, p>EaAipa MAwMx M, 1EBs°,aE'.,..Io s €r , MEBUBepai — - — - — - — - — I OB CHUTE SECTION AT CONCRETE FLOUR 9 9 ---�-, - npx Ix I QD SECTION AT HOPPER AND DISCHARGE svaxru[ax ia,ssx aoaM — I d w.u�BSEMs�v _ I I I I b xAT , �n 1 w nrvsxEn = -- _ -- a[pux[o Q cxu EAcx sHNTAUA i —ER I, — T SHEET 11TlE'. wBx B,„Tory TRASH Sao ED_ CHUTE -- -- li T- ixl - - -- cxxiE OM i ,BOMIrvureDUME ASSEMBLY selarrt F�ppa gE I I II I opoaeSroxo cxuiE BFroxp TxEsxuiAaEn rtxw O CHUTEFPLAN AT CHUTE DOOR © ELEVATIONATHOPPEA ,7.40 FIRE WALL NOTES O 3-HR FIREWALL-SECTION I Awee:L Downsama ru„MmHanADaa�uzzolovrn,a;o� am.m 00000000000000 000 0000 OCCUR SEPARATION / FIRE PARTITION (PARTY WALL) AT ROOF OCCUR SEPARATION / FIRE PARTITION (PARTY WALL) AT 4TH TO 7TH FLOOR OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL) AT 3RD FLOOR 1-HR FIRE PARTITION (DEMISING WALL) I 13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL m 5 3z rc8 ag 14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.n 15 FRAMING PER STRUCTURAL DRAWINGS 18 3-HOUR RATED FIRE WALL ASSEMBLY -SEE DETAIL PX.X 17 WHERE ROOFICEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROORCEILING FRAMING SHALL BE OF 1-HOUR FIRE -RESISTIVE CONSTRUCT ION. TIEFRAMINGANDELEMENTS $gm THAT SUPPORT THE ABOVE MENTIONED ROOFICEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTON MINIMUM _ aF`vo✓�+aa 1B PROVIDE A- CUPS AT 1— O.C. VERTCALLY BETWEEN WOOD FRAMING AND "H' STUDS FOR WALLS UP TO 23'-0' HIGH SPAN. FOR WALLS UP TO 44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0' O.C. VERTICALLY BETWEEN "H' WOOD FRAMING AND STUDS, TYP. MEASURED FROM BOTTOM OF ROOF SHEATHING G 3 -j 19 FIRE RETARDANT TREATED PLYWOOD- REFER TO STRUCT DRAWING FOR NAILING RED. 2U HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES 21 WHERE ROOFMEIUNG FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL, THE ENTIRE SPAN OF SUCH ROOFICEILING FRAMING SHALL BE OF 1-HOUR l7 VV11 FIRE-RESISTVE CONSTRUCTION. THE FRAMING AND ELEMENTS THAT SUPPORT W THE ABOVE MENTIONED ROOFICEILING FRAMING SHALL&SO BE 1-HOUR CONSTRUCTION MIN. SOUND CONTROL NOTES DEMISING & FIRE WALL N R.AD ED — NU —IN PN�wA 1—.—N—D ASSEMBLIES a. NIll lER.o—,roM"µD":—Rs�D�oFo�R�Yww�Da�w.�L NOTES - FIRE WALL 1 A7.41 lr=l,-a' p­­ ­R INTERIOR STAIR DETAILS ­ I'=io — STAIR DETAIL @ WALL END RAILING @ FLOOR El P: I., P" p p_ k, olmmZr=,`I 1 L _j F0M­TH,­R F+l LI-11ANNN-1 p=ATU— Dp To_ =N­— WALL MOUNTED HANDRAIL END RAILING @ LANDING STAIR @ LANDING STAIR @ TOP FLOOR ------------------ =E=_ —­N. =paa ­NGAT ­ING­ ,:T,H NE ==IN P-EID AT METAL STUD WALLS AT MASONRY & CONIC. SECTION L N­ NLI.­ - T. % A-11INT ­N. AT STUD WALLS (AT GONG. WALLS SIMILAR) PLAN ­R.— 14, TYPICAL STANDPIPE HANDRAIL WALL CONNECTION ...... (I� PLAN @ FLOOR STAIR @ LANDING STAIR @ BASE I. cl� :rpomAl m­upp.Z N­ < z9 a 4 I I— AIR DETAIL ,7.51 ...........xasxixc --- ... -- ------- tiq 7 D ELEVATOR HOISTWAYSILL-FLR. LAND!Ng(* ELEVATOR RELIEF VENT � ELEVATOR HOISTWAY ­E CLC­OELEl.NT ONE- -Al 30 4(T—,-"" fLooRN,awER "*l 0 20 *0 _90 E=—. W 1­1E. ILI, 0--� M. T UNEAOR ­ 5 IINE A ­ INE B RE­8ENT I OF T., PANEL DETAIL ELEVATOR ENTRY MOUNTING HEIGHT ELEVATOR PENTHOUSE ........... Z-_Df°x`:_ "­V='TELIVAT - ,war— — - - MEC-1— O_ —E 0' ID SCALE: N.T.B. IJ I— MULTILE C­­ NOUNTING '-Er' _Tft_T. ­NING F-1- l� .1 L..' A.O TO E­ RIAT1111111= p Z"T" DOORIN NOU I pwffm �':�­T� ­N -1— F`Ol===l ==WEr=" , OILIIIEIVE R.1 IN= ------ NAGNETIC ET. rux[°sETwEExssfuo CATCH, LOCATE ATttIPMILINOTHRU 'ROVIDEMKING ELEVATOR ENTRY MOUNTING HEIGHT ELEVATOR PLAN O Plk%AT WALL NJS ­1 E­ ­R .1 E ­TIOL I.— I - — - I.E BEeOuuvrvoaiaryRE ­­L­ R ,,—S.0 U­.. L _U...'E : TO.Ee_ Z -Es BOXEDSUW . . . . . . . . . is a. E-R V-1— T— l� —R T— . ­T ME. E— LO011 00 E­ ­TIO ­E c PR PLAN LRZI:E=TD.EmZ.­ ..T­IR­lR­.Tl U� I-- L.OA_R.��­ I-L=_ 'L. =E T...A ExrI _ EXIH 7 01 tit =.UPBR =I "BE A ELTO �E 0 ­1 HOLLOWMETAL E ­ "E N­ '0 1 OWIHNCLI L_E No- _ ROOF CURB PLAN ­­­ WIOLE --OR ­..IE2VE.l:D­ .­L­ IR--.E __y . _:�r PANEL DETAIL ELEVATOR PIT LADDER.� ELEVATOR ROOF CURB/PIT PLAN D BC&E ­­ _(k SCALE K­ ELEVATOR NOTES $1 D TZ 0­ Ilt..O 1. I�E=LUL=R­ 17' I 11�1=IEYI.11— T� 7E­ OT8.­ OT C z < z9 a 9 ­kD.­AO­iwn­IPO0I01­dW. — ,7.52 WTH I LONG EL HLT EN �" 7 Z11%-- EN -M,YRexsm 1-HR HORIZONTAL DUCT C" RETAIL SHAFT TERMINATION BATHTUB WASTE TRAP DETAIL EXHAUST DUCT AT DECK I - = -. --(* 1 117 = 1'-V —()L =N,U�GNT E N-NED �M- H D - E- ll.' _T HE --j RECESSED LIGHT FIXTURE ....... (�� RECESSED CAN LIGHT AT CORRIDOR 1-HR RATED BOX 1 - = -. 1 1/2' = 1-4- 1 117 = - 11 lENET-. -HAE111EIT-1 C.-A.— AN ,.T. -U.TI.L1 T-1-1.111-H. IITIPR-11 BATHROOM -UN. TI vmc=lUT$l`­—­MLN"T IN— - NEC.NQOL�,., RETURN AIR LOCK BLOCKOUT FIRE -RATED LIGHT FXTR IN RATED CLG 1 1/2' = 1-4- lll!-,�) FIRE STOPPING AT DUCT PNTRTNS RECESSED CAN LIGHT AT UNIT 9 111111j. Mi - - ' ' AT,EN_ EH.UNA P.MEN. PINEilti -D m7p, I mi IN ENE T_T. ZZ01% HER =11=E`AT= NET_ ­T N ._r —TIN11-11-111 IN .N.I. SHOWER WASTE TRAP PENETRATION — _0 B-VENT ASSEMBLY DETAIL TERMARTE T%-ER—H NE E=U p ­EHE ��_7 CTLEO IN "E 8— ESEEETO 'EA Ec HE 8K-E-ETT-0�l­ fIER -EN-Al —PEREPM EMIN� 0" REE�HEU 8HER =Z1-D ET.EE_a...,,-'HE =MME N Tl�. H111-- =p-ENEN-.-.TTH RR sx� T_NT_ 'PTE BOM XE­NDMMUM E-E N.. '.-D--R- 1--l-EN11HPI.n>E l—TH.l..K- T.- E-M -EN C"INET S LOCATED IR" PROT.T.-HAN.,- ET ._ H_ E-N 2-HR RECESS FOR FIRE EXTINGUISHER STANDPIPE AT CORRIDOR PLAN WATER CLOSET WASTE LINE - - - - - - - - - - - -TE-.ET.-E-ATE--E F Top .-NG­HERE--) E_ =0-1 E-NIN-1-111- D U.-INET—ING—l-ElEEE E Isee " ER-INET =EMENT, 6TH-UNA P-0 -E- 'TE R EE T N RR (D THERITUMPULP0 E. E- E E� F.NEN TM EIN=. I T . E R E- —M E-EN. IINNT. =..N T . 1.H EID. ElN.Tn C. N �E� L n.T. . TE Mu ._Esores TE 110 TH SHEET TITLE 1.sxEa R1111-P_1-11 NETAI M-�=NTET E 1"1ZME PENETRATION N ASSEMBLIES AND.1-1-H IIRE-.GU.ER.Rl-E IULL-E-.N. Irv: -I- LDIN. P AN. IERPLU.EING IN 'X4 =XE _.0,-ED LEN= _E NG I.ENCIMP I I TREE.- _D oxomox EFEETI EXHAUST FAN ROOF PENETRATION STANDPIPE AT CORRIDOR ELEVATION kTION 1-HR RECESS FOR FIRE EXTINGUISHER 45 -1.4- flIA7.53 SRI pBNE­ if OF RE FIRE l— BE ATER ZD IN EOEROF­ EAS . NO .. WALL SURFACE FINISH MOUNTED FOR ELEMENT NON - COMBUSTIBLE PIPE NON-STRUCTURAL MOLLY BOLT THR" FIXTURE PEN. IN RATED CMU WALL _(�� 2" MAX PENETRATION THRU CMU WALL 2" MIN PENETRATION THRU G.B. CONST. INFORNSTEN TOILET NO OR TOM I TI Oil ILANIE FIRE 7R LL E_ DOM F=� HE ES =INI IN DRYWALL PLUMB. PENETRATION AT ELEC. R" NC NIGER PEN AT CLG FIXTURE PENETRATION IN RATED WA" ELECTRICAL BOX UP TO 16 SQ. IN. _(�) 2" MAX PENETRATION THRU GYP BID ELL—T.—CSTILNE—TIHINTLE SEE E.E­ NOTES ON THE PEN MI ES ROD AN. FNET.T NO T N SEEL E­ AND THE PER PNERY OF THE "I'D "'To ON TD �j 1 FINE EAN1. —TEMS AEE —11. FOR .. .11N. C.NE,,.. .1 A FIRE —D F RE MECHANICAL DUCT PENEIR" SUSPENDED PIPE HANGER PIPE PENETRATION AT DRYWALL STAG PEN. AT 2-HR PARTY WALL TE , N= EH.RE THE IFNET-1- CH- - A AND ON 8N­ NOT D MIN" F RE NO TEE ASSEMBLIES FIRE STOPPING AT 3-HR PODIUM SLAB 2" MIN PENETRATION THRU CMU WALL _* ELECTRICAL DUCT PENETRATION _(�) GENERAL NOTES -----(��A7.54 1�m law. I 2HRDETAIL ATCORNER CONDITION ONLY 9 F11 "Lai --E DETAIL AT EXTERIOR $-N WALL ONLY C F�I�H "IR --7t --------- & .1 A EU- - - - - - - NEONT9 wDxmNDs IRE - PER E-RAL 1-11,11REPEEPTIRE R�tT NG AL.r- DIN. .,E'.zIA>ExO.E I-E-11PEREEPT. 1R1'1`WA`Y=11E"` j� I-E-1 "ALI =4 Esst EPRIOFNR TE NEOP EL IRARE TNNE-IN _ENZ_r N -. N 2-HR DROPPED BEAM 1-HR BEAM PROTECTION WITH SOFFIT BEAM INTERFACE WITH FLOOR/CLG ASSY 1 ll-- —0� 1 la —Hi, - - - - - - - - - I-E NEMHIS I .- DEARE I WIE NAILER 11 -E`..-T1NM- -DEEARIN.-N. TOP "NA 'T N.`.' ON 1-� -ER1 P-CR E.1AN.EO E--H.PIP-. aAL �ET-RLR-OETEITEREEIE- -NEL-P "NO E.-IE.E-,.EL-.- E_ -N FOR BEAM W/O NAILER @ FLOORING/CLG ASSY 1-HR DROPPED BEAM VjjHN;jOWjT 1 E 11LI) ill' =1,1, -W-PERILAN 1-111GIA11HEREENWRE E P-" INILCRPER-11- EREE LWER IIT ­) TYPEW =WA R PER PIN -.P.,__E NI& .-I-COLOO-NO.- C-3*TWO` TWOPL�-_ EEL -T. OR NO �I AALV,-D.P -,U.N0-RE EC'WSPORTOITAAOLE.GRUrRRNGDEECNARDII.E0II.OA�I NL0I=EVH,R E,171.', 1IH"&VOIANUIS2TRI­I L'REyIERDpEDEST"O ' W:A.ID.-.L..APNED-R ET-AT�TUESREAL DPORARWI =R ,-M-N..PT1L-1AR REEP1P.ER INE.E,3-NC EP � LEMRI-NR_AT.A-SN�.T. NYMED XETP1C E. OHAE HNE `I1-RH,cN'E� TREjl,EMI NPSIPE= ,, ER ......K11&-RN. �" ION -TINT El.-PERET-HIL TA..IIH I IIEI-C.I.WERIII C.O.-I., EITEEL" EXPOSED BEAM N1CENT PRE RENWTWE-E OR E INAPPRINCE-CENI-RED AROLLE nl= 'T AT NON -SHEAR WAILS UNICA-EL-R-I .- E E B -ME-S-1-ING =ROR OM��,P��TE.R-N E. I REIR 11 A PER P- .11I.E.-PERWIEW.. 1-HR GYPSUM BOARD COLUMN "E'T'EL 1-HR PROTECTION AT WOOD BEAM `ZL-- INI'THI. 1-HR BEAM PROTECTION w"'N — ' (�) PROTECTION 11T = 1--v P=N% V 112- = 1-4- 1 in. = 1.4. IN ATSHEARWA-LS uxDEnAsru -R-E-PRAPI-PE. A 1-HR COLUMN PROTECTION AT WALL *1-HR PROTECTION AT BEAM SECTION IENTERLNEOI-WN c- . U --E-L -11RE-11NE ON-AL.-NE.1 .. .N... WR, PLAN STEEL COLUMN & BEAM PROTECTION -MEN. - WHERE ...RS NINER-1- OR I-R-TIER-RA. 111L - Ill ,E NO P-TENINT --XREE Spl"= COATNE RE­ C NO I AL ER1,LD ERP PAPER 1ERW-. J_WOUT DROPPED BE414 P?OTECTIOV THOR- EARRICI OR I I I ACIORTE-11RR N.-N-RNATONAL - EE.L 10. REIORTE-1- SWATEN NAT T� MrREPER.T.I.I.. OR 10. REPORTE.-l- 4X,A,E ,P RI RE I .T- REICR I - SPRAY APPLIED FIRE PROTECTION @ STEEL �z 0 D� < z� 9 777S i .55 ADS kD.-A,.-A--0I01-NRdW. - NOT�.W,HE.� P­F�EPET IT, ETl%==rETER N­NTPRE aaaD " INPER TV IlP.NEEE7ME. MM 01PIPE ­54IN E 3" I_ INTO � _ , ED OF NOOI LONTNNNTOTE­ IRMENTOVEISPELTEI ITNIO"E. 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