cc 2026 AR 02/24 approving application for homekey+ funding — Vista City Council, February 24, 2026 (part 1 of 2)

ACTION:
____________________________
Clerk/Secretary
Department: City Manager Item No: C7
Prepared by: Jonathan Lung, Housing & Homeless Svcs Div. Mgr Meeting Date: February 24, 2026 Approved by:

Imelda Huerta, Assistant City Manager
John Conley, City Manager Agenda Location: Discussion
SUBJECT: APPROVING AN APPLICATION FOR HOMEKEY+ FUNDING AND RELATED

DOCUMENTS
RECOMMENDATION:

1.Adopt City Council Resolution No. 2026- , authorizing joint application to and participation in the Homekey+ Program.

2.Adopt City Council Resolution No. 2026- , approving a Purchase and Sale Agreement for 952-958 Postal Way, Vista, CA 92083.

3.Adopt City Council Resolution No. 2026- . approving a Buyer-Broker Representation Agreement with Jones Lang LaSalle Americas, Inc. for services related to the acquisition of 952-958 Postal Way.

4. Adopt City Council Resolution No. 2026- , amending the Operating Budget for Fiscal Years 2025/26 and 2026/27.

CORRELATION TO CITY COUNCIL GOALS: Homelessness & Housing.

PRIOR ACTION: On August 26, 2025, directed staff to schedule a closed session meeting to discuss potential real estate acquisition for Homekey+ projects (Vote: 5-0).

STATEMENT ON THE SUBJECT: The Homekey+ program, administered by the California Department of Housing and Community Development (HCD), provides competitive grant funding to local jurisdictions for the acquisition and development of housing serving people experiencing homelessness, particularly those requiring behavioral health support.

On August 7, 2025, HCD released an amendment to the Notice of Funding Availability (NOFA) for Homekey+ to continue accepting applications on a continuous over-the-counter basis until all funds are exhausted (Exhibit 8). The program provides funding for capital acquisition and development costs, with award amounts based on eligible project costs and local match contributions.

In partnership with nonprofit housing developer DignityMoves and nonprofit Transitional Age Youth (TAY) residential services provider Casa de Amparo, staff have prepared an application to acquire the property at 952-958 Postal Way for use as a TAY Permanent Supportive Housing (PSH) project to house 35 TAY exiting homelessness.

The property to be acquired is a recent conversion of two commercial offices structures to 36 one-bedroom apartments, including four ADA units, ranging between 400 – 600 square feet (sq. ft.). Other property details AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
Approved above recommendation, adopted the following: 1) City Council Resolution No. 2026-31.

Vote: 4-0 (O'Donnell absent); 2) City Council Resolution No. 2026-32. Vote: 4-0 (O'Donnell absent); 3) City Council Resolution No. 2026-33. Vote: 4-0 (O'Donnell absent); 4) City Council Resolution No. 2026-34. Vote: 4-0 (O'Donnell absent)

ACTION:
____________________________
Clerk/Secretary
Department: City Manager Item No: C7
Prepared by: Jonathan Lung, Housing & Homeless Svcs Div. Mgr Meeting Date: February 24, 2026 Approved by:

Imelda Huerta, Assistant City Manager
John Conley, City Manager Agenda Location: Consent
SUBJECT: APPROVING AN APPLICATION FOR HOMEKEY+ FUNDING AND RELATED

DOCUMENTS
RECOMMENDATION:

1.Adopt City Council Resolution No. 2026- , authorizing joint application to and participation in the Homekey+ Program.

2.Adopt City Council Resolution No. 2026- , approving a Purchase and Sale Agreement for 952-958 Postal Way, Vista, CA 92083.

3.Adopt City Council Resolution No. 2026- . approving a Buyer-Broker Representation Agreement with Jones Lang LaSalle Americas, Inc. for services related to the acquisition of 952-958 Postal Way.

4. Adopt City Council Resolution No. 2026- , amending the Operating Budget for Fiscal Years 2025/26 and 2026/27.

CORRELATION TO CITY COUNCIL GOALS: Homelessness & Housing.

PRIOR ACTION: On August 26, 2025, directed staff to schedule a closed session meeting to discuss potential real estate acquisition for Homekey+ projects (Vote: 5-0).

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
02/24/2026 C7 1 of 159

MEETING DATE: February 24, 2026 PAGE 2
SUBJECT: APPROVING AN APPLICATION FOR HOMEKEY+ FUNDING AND RELATED

DOCUMENTS
and improvements include a total of 76 parking spaces (including 4 ADA spaces), fencing around the entire property, three sets of washers and dryers, new trash enclosure, new mailboxes, new roofs, new fire sprinkler and alarm systems, and new exterior cameras. The property’s building plans are attached as Exhibit 5.

Staff engaged the services of Jones Land LaSalle Americas, Inc. (JLL) to facilitate the transaction to acquire the property, who have negotiated a purchase price of $13,125,000 for the property. The Purchase and Sale Agreement (Exhibit 6) also establishes an initial deposit of $50,000 to be placed into escrow within five business days of the effective date. If the City elects to proceed following completion of its due diligence, an additional $250,000 will be deposited, bringing the total earnest money deposit to $300,000. The City may extend the closing deadline up to two times, with each extension requiring an additional $150,000 deposit and satisfaction of specified requirements, including issuance of a Homekey+ funding award letter. Deposits are refundable during the due diligence period and become nonrefundable thereafter.

The City is afforded a due diligence period consisting of physical inspections and title review through May 26, 2026, and a financing contingency through June 25, 2026. During these contingency periods, the City may terminate the Agreement for any reason. Following expiration of these contingencies, the City’s deposit becomes nonrefundable, provided required approvals have been obtained. Closing is scheduled to occur on or before August 24, 2026, with optional extensions to November 23, 2026, and February 22, 2027, if the City satisfies the stated extension requirements. The City’s obligation to close is conditioned upon, among other items, issuance of a title policy with only permitted exceptions, confirmation that no leases or tenancies will survive closing, and receipt of funding awards from HCD under the Homekey+ Program, the County of San Diego, and other funding sources.

The total proposed project cost, including site acquisition, rehabilitation, improvements, and related eligible project costs, is $15.2M. The total Homekey+ funding total eligible to support this cost is $10.8M, leaving a funding gap of $4.4M. To meet this gap DignityMoves has committed to matching the City’s contribution with a 1:1 match, leaving a $2.2M commitment required from the City. Staff recommends utilizing the City’s Low and Moderate Income Housing Asset Funds (LMIHAF) for this gap financing.

Approval of this item will authorize the City Manager, or designee, to submit an application to HCD for Homekey+ funding, with a local contribution of up to $2.2 million. This action will also approve a Purchase and Sale Agreement for acquisition of the property, contingent upon the City’s receipt of a Homekey+ award.

Additionally, Council approval will authorize execution of an Exclusive Broker-Buyer Agreement with JLL (Exhibit 7), providing for a commission of 2 percent payable only upon the successful close of escrow.

FISCAL IMPACT: Approval of this item will appropriate $300,000 from General Fund Unreserved Fund Balance account (no. 0010000.310410) to Affordable Housing Project account (no. 0026555.578999.8234) for deposit into escrow in accordance with the terms of the Purchase and Sale Agreement. If awarded, the Homekey+ funds will reimburse the City’s deposited funds of $300,000 back to the Unreserved Fund Balance account. Approval will also appropriate $2,200,000 from available Low and Moderate Income Housing Asset Funds account (no. 1220000.310410) to the Affordable Housing Project account (no. 1226630.578999.8234).

EXHIBITS:

1.City Council Resolution No. 2026- , authorizing joint application to and participation in the Homekey+ Program

2.City Council Resolution No. 2026- , approving a Purchase and Sale Agreement for 952-958 Postal Way.

Vista, CA 92083
02/24/2026 C7 2 of 159

MEETING DATE: February 24, 2026 PAGE 3
SUBJECT: APPROVING AN APPLICATION FOR HOMEKEY+ FUNDING AND RELATED

DOCUMENTS

3.City Council Resolution No. 2026- , approving a Buyer-Broker Representation Agreement with Jones Lang LaSalle Americas, Inc. for services related to the acquisition of 952-958 Postal Way

4.City Council Resolution No. 2026- , amending the Operating Budget for Fiscal Years 2025/26 and 2026/27

5. 952-958 Postal Way Building Plans

6.Purchase and Sale Agreement 952-958 Postal Way

7.Exclusive Broker-buyer Agreement with JLL

8.Homekey+ Program Amended 2024 Notice of Funding Availability 02/24/2026 C7 3 of 159

RESOLUTION NO. 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, AUTHORIZING JOINT APPLICATION TO AND PARTICIPATION IN THE HOMEKEY+ PROGRAM
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The Department of Housing and Community Development (“HCD”) has issued a Notice of Funding Availability, dated November 26, 2024 (“NOFA”), for the Homekey+ Program (“Homekey+” or “Program”). HCD has issued the NOFA for Homekey+ grant funds pursuant to Health and Safety Code Section 50675.1.3 (Assem. Bill No. 140 (2021-2022 Reg. Sess.), §

20.); Health and Safety Code Section 50675.1.5 (Assem. Bill No. 531 (2023-2024 Reg. Sess.); Section 14184.402 of the Welfare and Institutions Code; Section 5891.5 of the Welfare and Institutions Code; and Round 5 and 6 of the Homeless Housing, Assistance and Prevention (HHAP) grant program. (Assem. Bill No. 129 (Chapter 40, Statutes 2023) and Assem. Bill No. 166 (Chapter 48, Statutes 2024), respectively.

B. The City of Vista (“City”) desires to jointly apply for Homekey+ grant funds with DignityMoves and Casa de Amparo, City is joining with DignityMoves and Casa de Amparo in the submittal of a joint application for Homekey+ funds (“Application”) to HCD for review and consideration.

C. HCD is authorized to administer Homekey+ pursuant to the Multifamily Housing Program (Chapter 6.7 (commencing with Section 50675) of Part 2 of Division 31 of the Health and Safety Code. Homekey+ funding allocations are subject to the terms and conditions of the NOFA, the Application, the HCD-approved STD 213, Standard Agreement (“Standard Agreement”), and all other legal requirements of the Homekey+ Program.

2. Action.

A. The City of Vista is hereby authorized and directed to submit a joint Application to HCD in response to the NOFA, and to jointly apply for Homekey+ grant funds in a total amount not to exceed $16,500,000.

B. If the Application is approved, the City of Vista is hereby authorized and directed to enter into, execute, and deliver a Standard Agreement in a total amount not to exceed $16,500,000, any and all other documents required or deemed necessary or appropriate to secure the Homekey+ funds from HCD and to participate in the Homekey+ Program, and all amendments thereto (collectively, the “Homekey+ Documents”).

C. The City of Vista acknowledges and agrees that it shall be subject to the terms and conditions specified in the Standard Agreement, and that the NOFA and Application will be incorporated in the Standard Agreement by reference and made a part thereof. Any and all activities, expenditures, information, and timelines represented in the Application are enforceable through the Standard Agreement. Funds are to be used for the allowable expenditures and activities identified in the Standard Agreement. 02/24/2026 C7 4 of 159
EXHIBIT 1

RESOLUTION NO. 2026-

CITY COUNCIL OF THE CHARTERED CITY OF VISTA
PAGE 2

D. The City Manager is authorized to execute the Application, the Homekey+ Documents, and any related documents, on behalf of the City of Vista for participation in the Homekey+ Program.

3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on February 24, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY

By:

APPROVED
Walter C. Chung
20260218115734

JOHN B. FRANKLIN, MAYOR

ATTEST:

KATHY VALDEZ, CITY CLERK

By:

02/24/2026 C7 5 of 159

RESOLUTION NO. 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A PURCHASE AND SALE AGREEMENT FOR 952-958 POSTAL WAY, VISTA, CA 92083
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The City has prepared an application for Homekey+ funding from the California Department of Housing and Community Development (HCD), which includes the acquisition of the real property located at 952-958 Postal Way, Vista, CA 92083 (APN 179-130-31) consisting of a 36-unit multifamily property (“Property”).

B. The purchase price for the Property from Escondido Ventures, LLC is $13,125,000, subject to earnest money deposits, due diligence contingencies, and closing conditions set forth in a Purchase and Sale Agreement dated February 25, 2026 (“Agreement”), including required funding awards and satisfaction of conditions precedent.

C. The City Council finds that acquisition of the Property through the Agreement is in the best interest of the City.

2. Action.

A. The City Council approves the Agreement between Escondido Ventures, LLC and the City of Vista for the acquisition of the Property.

B. The Mayor is authorized to execute the Agreement.

C. The City Manager, or his/her designee, is authorized to execute any and all ancillary documents necessary to complete the acquisition of the Property, and take all actions necessary to implement the Agreement, including deposit of funds and exercise of extension options, as appropriate.

3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on February 24, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY
By:

APPROVED
Walter C. Chung
20260218120537
JOHN B. FRANKLIN, MAYOR
ATTEST:

KATHY VALDEZ, CITY CLERK
By:
02/24/2026 C7 6 of 159
EXHIBIT 2

RESOLUTION NO. 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A BUYER-BROKER REPRESENTATION AGREEMENT WITH JONES LANG LASALLE AMERICAS, INC. FOR
SERVICES RELATED TO THE ACQUISITION OF 952-958 POSTAL WAY The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. The City of Vista desires to retain the brokerage services in connection with its potential acquisition of real property located at 952-958 Postal Way, Vista, CA 92083.

B. The City and Jones Land LaSalle Americas, Inc. (“Broker”) have negotiated an Exclusive Buyer-Broker Representation Agreement effective February 14, 2026, under which Broker will represent the City with respect to the acquisition of 952-958 Postal Way for a commission equal to two percent (2%) of the sale price if a transaction closes during the term agreement.

C. The agreement term extends through February 13, 2027, unless earlier terminated in accordance with its terms.

D. The City Council finds that entering into the agreement is in the best interest of the City.

2. Action.

A. The City Council approves the Exclusive Buyer-Broker Representation Agreement with Jones Land LaSalle Americas, Inc. All actions taken by Broker pursuant to the agreement between February 14, 2026, and February 24, 2026, are hereby ratified.

B. The City Manager, or his/her designee, is authorized to execute the agreement and any related documents necessary to implement its terms.

3.Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on February 24, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY
By:

APPROVED
Walter C. Chung
20260218121107
JOHN B. FRANKLIN, MAYOR
ATTEST:

KATHY VALDEZ, CITY CLERK
By:
02/24/2026 C7 7 of 159
EXHIBIT 3

RESOLUTION NO. 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, AMENDING THE OPERATING BUDGET FOR
FISCAL YEARS 2025/26 AND 2026/27
The City Council of the City of Vista does resolve as follows:

1. Findings. The City Council hereby finds and declares the following:

A. On June 10, 2025, the City Council adopted Resolution 2025-102 approving the Operating Budget for Fiscal Years 2025/26 and 2026/27.

B. The City Council desires to amend the Operating Budget at this time to reflect changed circumstances.

2. Action.

A. The Operating Budget for Fiscal Years 2025/26 and 2026/27 is amended as set forth in Exhibit A.

3.Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on February 24, 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY
By:

JOHN B. FRANKLIN, MAYOR
ATTEST:

KATHY VALDEZ, CITY CLERK
By:

APPROVED
Walter C. Chung
20251104155748
02/24/2026 C7 8 of 159
EXHIBIT 4

RESOLUTION NO. 2026-

CITY COUNCIL FOR THE CHARTERED CITY OF VISTA
PAGE 1 EXHIBIT A

1. Account Number Account Description Increase Decrease 0026555.578999.8234 GF Affordable Housing Source Appropriation 300,000.00$ 0010000.310410 General Fund Unreserved Fund Balance 300,000.00$ 0010900.590002 Transfer Out 300,000.00$
0020090.482001 Transfer In 300,000.00$
1226630.578999.8234 Affordable Housing Source Appropriation 2,200,000.00$ 1220000.310410 Housing Asset Fund Unreserved Fund Balance 2,200,000.00$ Appropriations are hereby made to fund Deposit.
02/24/2026 C7 9 of 159

Project Information
ASSESSOR'S PARCEL NO.179-130-31
ADDRESS:952 (BLDG A) & 958 (BLDG B) POSTAL WAY
VISTA, CA 92083
LOT AREA:59,413 SF (1.36 AC)
BUILDING / LOT COVERAGE:12,641 SF / 59413 SF = 21%
LANDSCAPE COVERAGE:5% MINIMUM
15,358 SF / 59413 SF = 25.8%
LAND DISTURBANCE AREA:2,235 SF
NEW IMPERVIOUS AREA:0 SF
REPLACED IMPERVIOUS AREA:1,835 SF
TYPE OF CONSTRUCTION:V-B
OCCUPANCY GROUP:R-2
PROPOSED USE:RESIDENTIAL APARTMENTS
FIRE SPRINKLERS:YES, NFPA 13R
FIRE ALARM:YES
STORIES:2
FLOOR AREAS:

BUILDING 'A'
LEVEL 1 7,773 SF
LEVEL 2 7,661 SF
SUB-TOTAL 15,434 SF

BUILDING 'B'
LEVEL 1 4,868 SF
LEVEL 2 4,755 SF
SUB-TOTAL 9,622 SF
TOTAL:25,056 SF
UNIT AREAS:

BUILDING 'A' (24 UNITS)
LEVEL 1 (12 UNITS) 6,438 SF
LEVEL 2 (12 UNITS) 5,949 SF
SUB-TOTAL 12,387 SF
BUILDING 'B' (12 UNITS)
LEVEL 1 (6 UNITS)2,854 SF
LEVEL 2 (6 UNITS)3,089 SF
SUB-TOTAL 5,944 SF
TOTAL:18,331 SF
UNIT TYPES:
1-BEDROOM 35
STUDIO 1
TOTAL 36
Density
MAXIMUM ALLOWED DENSITY (30 D.U. PER ACRE):
30 x 1.36 ACRES:40.8 UNITS
DENSITY PROVIDED:36 UNITS
PROPOSED DEED-RESTRICTED LOW-INCOME UNITS (17%):
17% X 36 = 6.12:7 UNITS
NUMBER OF CONCESSIONS ALLOWED:2
NUMBER OF CONCESSIONS REQUESTED:2
Parking
EXISTING PARKING:

STANDARD 71
ACCESSIBLE 6
TOTAL 77
REQUIRED PARKING:

ONE SPACE PER UNIT + 0.25 SPACES PER UNIT
36 UNITS 36
36 x 0.25 9
TOTAL 45
PROPOSED PARKING:

STANDARD 72
ACCESSIBLE (CBC TABLE 11B-208.2) 4
TOTAL 76
EV PARKING:2
Project Summary
TWO EXISTING 2-STORY OFFICE BUILDINGS PERMITTED IN MARCH OF 1988 ARE BEING CONVERTED TO MULTI-FAMILY RESIDENTIAL APARTMENTS. A NEW TRASH ENCLOSURE AND PERIMETER FENCE ARE ALSO PROPOSED.

THE PROJECT IS NOT PUBLIC HOUSING AS DEFINED BY CBC CHAPTER 2.1 Code Statement
THE FOLLOWING CODES APPLY TO THE PROJECT:
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA EXISTING BUILDING CODE (CXBC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) Designations
LAND USE:MIXED USE (MU)
ZONING:SP1 DOWNTOWN VISTA SPECIFIC PLAN (SOUTH GATEWAY DISTRICT) COASTAL ZONE:NO
FIRE HAZARD SEVERITY ZONE:NO
WILDLAND URBAN INTERFACE ZONE:NO
FLOOD HAZARD AREA:NO
1 Building Code Allowable Area
CONSTRUCTION TYPE:V-B
OCCUPANCY GROUP:R-2
EXISTING USE:COMMERCIAL
PROPOSED USE:RESIDENTIAL
SPRINKLERS:YES, NFPA 13R
FIRE ALARM:YES
STANDPIPES:NO
STORIES:2 (3 ALLOWED)
HEIGHT:40' MAX.

ALLOWABLE AREA:

BASE ALLOWABLE AREA PER FLOOR (506.2):7,000 SF x 2 FLOORS = 14,000 SF OPEN SPACE:30' OR GREATER (SEE SITE PLAN)
AREA INCREASE FACTOR FOR FRONTAGE (506.3.3):50% TO LESS 75% (SEE SITE PLAN) = 0.5 TOTAL ALLOWABLE INCREASE PER FLOOR:7,000 x 1.5 = 10,500 SF TOTAL ALLOWABLE AREA:10,500 x 2 FLOORS = 21,000 SF
Sheriff Department Notes

1.EACH TENANT 18 YEARS OF AGE AND OLDER MUST HAVE A MONTH-TO-MONTH LEASE OR LONGER.

2.STREET ADDRESS NUMBERS TO BE 12" MINIMUM SIZE IN A CONTRASTING COLOR FROM

THE BACKGROUND, MOUNTED ON THE BUILDING SO AS TO BE EASILY VISIBLE FROM THE STREET AND LIT AT NIGHT.

3.FRONT RESIDENTIAL ENTRY DOORS AND STORAGE ROOM DOORS SHALL BE STEEL- CLAD OR SOLID WOOD CONSTRUCTION. THERE SHALL BE NO GLASS WITHIN 40" OF DEADBOLTS INSTALLED AT THE FRONT DOOR. EACH EXTERIOR HINGED DOOR SHALL BE EQUIPPED WITH A SINGLE CYLINDER DEADBOLT WITH A 1" THROW AND HEAVY DUTY 4" STRIKE PLATE USING 3" SCREWS.

4.FRONT ENTRY DOORS SHALL BE EQUIPPED WITH 180-DEGREE DOOR VIEWER.

5.PUBLIC AMENITIES SHALL BE DESIGNED TIO DISCOURAGE MISUSE, E.G. BENCHES SHALL BE COMFORTABLE FOR SITTING BUT SLEEPING. WHERE POSSIBLE USE VANDAL- RESISTANT MATERIALS, E.G. PERFORATED OR WIRE MATERIALS TO DISCOURAGE GRAFFITI.

6.GRAFFITI-RESISTANT PAINT OR ANTI-GRAFFITI COATINGS SHALL BE USED ON WALLS, BENCHES, LIGHT POLES, SIGNS, ETC.

7.COMMON MAIL BOXES SHALL BE LOCATED IN WELL LIT, SECURE AREAS.

8."SEE-THROUGH" FENCES, E.G. VERTICAL-DESIGN METAL WROUGHT IRON OR WELDED

MESH, INSTEAD OF SOLID WALLS OR HEDGES SHALL BE USED FOR BOUNDARIES WHERE PRIVACY OR ENVIRONMENTAL NOISE MITIGATION IS NOT NEEDED.

9.LANDSCAPING SHALL BE OF THE TYPE AND SITUATION TO MAXIMIZE OBSERVATION, WHILE PROVIDING THE DESIRED DEGREE OR AESTHETICS. MINIMIZE THE USE OF PLANTINGS WITH FOLIAGE OR SCREENING BETWEEN 30" AND 8 FEET ABOVE GRADE.

10.LUMINAIRES SHALL HAVE VANDAL-RESISTANT FIXTURES, IF ACCESSIBLE, OR BE NOT LESS THAN 8 FEET ABOVE GRADE.

11.SUFFICIENT ILLUMINATION SHALL BE INSTALLED THROUGHOUT THE PROJECT, ESPECIALLY IN PARKING AREAS. REPLACE BURNED-OUT LIGHTS PROMPTLY, LED LIGHTING IS MANDATORY THROUGHOUT THE PROJECT.

Legal Description

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS:

PARCEL A OF PARCEL MAP NO. 14122, IN THE CITY OF VISTA, COUNTY OF SAN DIEGO,

STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, JANUARY 21, 1986, AS INSTRUMENT NO. 86-025069 OF OFFICIAL RECORDS.

Project Directory
OWNER:

ESCONDIDO VENTURES, LLC

DARSHAN PATEL
1650 HOTEL CIRCLE NORTH, SUITE 120
SAN DIEGO, CA 92108
(619) 293 3349
[email protected]
STRUCTURAL ENGINEER:

MORGAN STRUCTURAL
(760) 690 7454
[email protected]
ARCHITECT:

ROBERT F TUTTLE ARCHITECT, INC.
38960 VISTA DAWN CT.

TEMECULA, CA 92592
(951) 302 5444
[email protected]
MEP ENGINEERS:

ENGCORE CONSULTING, INC.

FERNANDO BENDECK
1855 FIRST AVE, SUITE 100
SAN DIEGO, CA 92101
(858) 316 7017
[email protected]
Building and Accessibility Notes

1.ALTERATIONS IN COMMON AREAS SHALL COMPLY WITH CBC CHAPTER 11B.

2.AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903.3 SHALL BE PROVIDED TRHOUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA.

3.ALL UNITS SHALL HAVE SMOKE ALARMS INSTALLED.

4.ALL ROOF STRUCTURES ARE TO REMAIN EXISTING. ANY PROPOSED MECHANICAL EQUIPMENT SHALL BE SCREENED BY THE BUILDING PARAPETS.

5.ACCESSIBILITY REQUIREMENTS PER CURRENT CODE SHALL BE MET AND INCLUDED ON THE BUILDING PERMIT PLAN SET.

CIVI
C

C
E
N
TER

D
R
SR-78

POSTAL WAY

SANTA FE PL

SANTA FE AVE
Vicinity Map

NO SCALE
NORTH
Deferred Submittals

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO

THE REGISTERED DESIGN PROFESSIONAL IS RESPONSIBLE CHARGE, WHO SHALL

REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION

INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND

THAT THEY HAVE BEEN FOUND TO BE IN SUBSTANTIAL CONFIRMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THERE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CBC 107.3.4.1

1.AUTOMATIC FIRE SPRINKLER SYSTEM, NFPA 13R.

2.PHOTOVOLTAIC SYSTEM.

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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
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OFFICE CONVERSION TO MULTI-FAMILY RESIDENTIAL
952 & 958 POSTAL WAY
VISTA, CA 92083
Sheet List
Sheet No Sheet Name
Current
Revision
A0.0 Cover Sheet 1
A0.1 Specifications
A0.2 CalGreen Mandatory Measures
A0.3 CalGreen Mandatory Measures
A1.1 Site Plan 2
A1.2 Site Details 3
A2 Schedules 3
A3.1 Typical Details 2
A3.2 Typical Details 3
AA4.1 Building A Area Plans 3
AA4.2 Building A Floor Plans 3
AA4.3 Building A Roof Plan
AA5.1 Building A Elevations 3
AA5.2 Building A Sections
AA6.1 Building A Unit Plans 3
AA6.2 Building A Unit Plans 3
AA7 Building A Ceiling Plans 3
AAD1 Building A Demolition Plans
AB4.1 Building B Area Plans 1
AB4.2 Building B Floor Plans 3
AB5.1 Building B Elevations 1
AB5.2 Building B Sections
AB6.1 Building B Unit Plans West 3
AB6.2 Building B Unit Plans East 3
AB6.3 Building B Unit Plans East 3
ABD1 Building B Demolition Plans
S-1.0 General Notes
S-1.1 Typical Concrete Details
S-1.2 Typical Wood Details
S-2.0 Foundation Plan
S-2.1 Floor Framing Plan
S-2.2 Roof Framing Plan
S-3.0 Structural Details
M001 Mechanical Lead Sheet
M002 Mechanical Specifications
M003 Mechanical Specifications
M004 Mechanical Specifications
M211 Mechanical Building A Level 1 - Area A
M212 Mechanical Building A Level 1 - Area B
M221 Mechanical Building A Level 2 - Area A
M222 Mechanical Building A Level 2 - Area B
M231 Mechanical Building A Roof Plan
M311 Mechanical Building B Level 1
M312 Mechanical Building B Level 2
M331 Mechanical Building B Roof Plan
M501 Mechanical Details
M601 Mechanical Schedules
T001 Low-Rise Multi-Family Mandatory Measures - Building A T002 Low-Rise Multi-Family LMCC-ENV-01 T24 Forms - Building A T003 Low-Rise Multi-Family LMCC-MCH-01 T24 Forms - Building A T004 Low-Rise Multi-Family LMCC-PLB-01 T24 Forms - Building A T005 Low-Rise Multi-Family Mandatory Measures - Building B T006 Low-Rise Multi-Family LMCC-ENV-01 T24 Forms - Building B T007 Low-Rise Multi-Family LMCC-MCH-01 T24 Forms - Building B T008 Low-Rise Multi-Family LMCC-PLB-01 T24 Forms - Building B P001 Plumbing Lead Sheet
P002 Plumbing Schedules
P211 Plumbing Building A Level 1 - Area A
P212 Plumbing Building A Level 1 - Area B
P213 Plumbing Building A Level 1 Waste and Vent - Area A P214 Plumbing Building A Level 1 Waste and Vent - Area B P221 Plumbing Building A Level 2 - Area A
P222 Plumbing Building A Level 2 - Area B
P223 Plumbing Building A Level 2 Waste and Vent - Area A P224 Plumbing Building A Level 2 Waste and Vent - Area B P311 Plumbing Building B Level 1
P312 Plumbing Building B Level 2
P313 Plumbing Building B Level 1 Waste and Vent
P314 Plumbing Building B Level 2 Waste and Vent
P401 Plumbing Waste and Vent Diagram Building A
P402 Plumbing Domestic Water Diagram Building A
P401B Plumbing Waste and Vent Diagram Building B
P402B Plumbing Domestic Water Diagram Building B
P501 Plumbing Details
E001 Electrical Lead Sheet
E002 Electrical Fixture Schedules
EL101 Electrical Site Plan Lighting
EL102 Electrical Site Plan Lighting Calculations
EL211 Lighting Building A Level 1
EL212 Lighting Building A Level 1
EL221 Lighting Building A Level 2
EL221EM Lighting Building A Level 2
EL222 Lighting Building A Level 2
EL222EM Lighting Building A Level 2
EL311 Lighting Building B Level 1
EL312 Lighting Building B Level 1
EL312EM Lighting Building B Level 2
EP101 Electrical Site Plan Power
EP211 Power Building A Level 1
EP212 Power Building A Level 1
EP221 Power Building A Level 2
EP222 Power Building A Level 2
EP311 Power Building B Level 1
EP312 Power Building B Level 2
E401 Electrical 1-Line Diagram
E402 Electrical 1-Line Diagram
E601 Electrical Panel Schedules
E602 Electrical Panel Schedules
E603 Electrical Panel Schedules
TE01 Electrical Title 24 Forms
TE02 Electrical Title 24 Forms
TE03 Electrical Title 24 Forms
1 1
1 Delta Log
Delta Date Description
1 7/8/2024 Plan check 1, coordination
2 3/12/2025 Coordination
3 7/30/2025 Fire Dept, SDG&E, Owner, Coordination
1 No. Description Date
1 Plan Check 1,
coordination
7/8/24
02/24/2026 C7 10 of 159
EXHIBIT 5

6. MAINTAIN AIR TEMPERATURE IN SPACES WHERE PRODUCTS WILL BE INSTALLED FOR TIME PERIOD BEFORE, DURING, AND AFTER INSTALLATION AS RECOMMENDED BY MANUFACTURER.

7. UPON COMPLETION OF INSTALLATION OF FLOOR COVERING, ADJACENT WORK, AND AFTER MATERIALS HAVE SET, CLEAN SURFACES AS RECOMMENDED BY MANUFACTURER.
09 51 -CEILING ACCESS PANELS

1. SPEC: ACCESS DOORS AND PANELS | FF SYSTEMS ACCESS PANELS | 12" X 12" DRYWALL INLAY ACCESS PANEL WITH DRYWALL FLANGE -DETACHABLE | SKU: F2DF-12-12 | SYSTEM F2 CODE: DF305305G127

2. SPEC: ACCESS DOORS AND PANELS | MILCOR | 12"X12" ARCHITECTURAL GRADE FLUSH DOOR | SKU: M-12-12-M | PRODUCT CODE: 3202-014

3. SPEC: ACCESS DOORS AND PANELS | MILCOR | 12" X12" STANDARD FLUSH DOOR FOR WALL OR CEILING INSTALLATION | SKU: DW-12-12-M | PRODUCT NUMBER: 3203-012

4. ALL ACCESS PANELS NEED TO BE ADEQUATE;Y SIZED BASED ON EQUIPMENT MAINTENANCE REQUIREMENTS AND EQUIPMENT REPLACEMENT REQUIREMENTS. REFER TO FINAL EQUIPMENT MANUFACTURERS INSTALLATION INSTRUCTIONS FOR MINIMUM REQUIRED ACCESS SIZE AND REQUIREMENTS. 09 65 & 68 -RESILIENT FLOORING AND CARPET

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL RESILIENT FLOORING AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC AND RESILIENT FLOOR COVERING INSTITUTE WITH MATERIALS IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

3. COORDINATE FLOORING SUBCONTRACTOR WITH FRAMING AND CONCRETE CONTRACTORS TO ENSURE COMPATIBILITY OF ADHESIVES AND SUB-FLOOR SURFACE TEXTURE, MATERIALS, AND PREPARATION.

4. 4. MATERIALS:

A. AS INDICATED ON DRAWINGS.

B. VERIFY WITH ACOUSTICAL REPORT.

5. INSTALL IN COMPLIANCE WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL

BULLETINS, PRODUCT CATALOG INSTALLATION INSTRUCTIONS AND PRODUCT CARTON INSTRUCTIONS FOR INSTALLATION.

6. MAINTAIN AIR TEMPERATURE IN SPACES WHERE PRODUCTS WILL BE INSTALLED FOR TIME PERIOD BEFORE, DURING, AND AFTER INSTALLATION AS RECOMMENDED BY MANUFACTURER.

7. UPON COMPLETION OF INSTALLATION OF FLOOR COVERING, ADJACENT WORK, AND AFTER MATERIALS HAVE SET, CLEAN SURFACES AS RECOMMENDED BY MANUFACTURER.

8. USE PRODUCTS THAT COMPLY WITH VOC CONTENT PER CALGREEN REQUIREMENTS AND AS NOTED IN THE ROOM FINISH NOTES.
09 91 -PAINTING

1. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL SURFACES WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT WORK IN COMPLIANCE WITH THE PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA), "PAINTING SPECIFICATION MANUAL".

3. PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER

CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.

4. EXCEPT WHERE SPECIFICALLY NOTED, ALL PAINT SHALL BE READY-MIXED AND PRE-TINTED. AGITATE ALL PAINT PRIOR TO AND DURING APPLICATION TO ENSURE UNIFORM COLOR, GLOSS, AND CONSISTENCY.

5. THINNER ADDITION SHALL NOT EXCEED MANUFACTURER'S PRINTED RECOMMENDATIONS. DO NOT USE SOLVENTS TO THIN WATER-BASED PAINTS. WHERE PAINT IS TO BE SPRAYED, THIN ACCORDING TO MANUFACTURER'S GUIDELINES.

6. APPLY PAINTS AND STAINS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING MINIMUM STANDARDS:

A. SURFACES SHALL BE CLEAN, DRY, AND IN A SUITABLE CONDITION FOR FINISH SPECIFIED. REMOVE ALL OIL, GREASE, BOND BREAKING AGENTS, DUST, MILL SCALE, AND EFFLORESCENCE.

B. CRACKS, HOLES, AND KNOTS SHALL BE FILLED, SANDED SMOOTH, AND SEALED. WOOD SURFACES, EXCEPT RE SAWN WOOD, SHALL BE SANDED SMOOTH. SANDING DUST SHALL BE COMPLETELY REMOVED.

C. TRIM AND OUTER FINISH WORK SHALL BE BACK-PRIMED PRIOR TO INSTALLATION TO MINIMIZE INCONSISTENT SHRINKAGE.

D. EACH COAT SHALL BE UNIFORMLY APPLIED, WELL BRUSHED OUT, AND FREE OF BRUSH MARKS, RUNS, SAGS, OR SKIPS.

E. PAINT ALL EXPOSED EDGES OF TRIM TO MATCH THE TRIM FACE COLOR.

F. TOUCH UP ANY IMPERFECTIONS IN PAINTED SURFACES AFTER INSTALLATION OF TRIM, BASE, COUNTERS, ETC.

7. PAINT SHALL BE COMPLETE BEFORE HARDWARE IS INSTALLED.

8. PROTECT ALL ADJACENT SURFACES.

9. APPLICATION OF THE FIRST COAT CONSTITUTES ACCEPTANCE OF THE SURFACE.

SURPLUS PAINT WILL BE PROVIDED TO THE OWNER IN UNOPENED CONTAINERS (AMOUNT AS REQUESTED BY OWNER) FOR MAINTENANCE TOUCH-UP WORK.

10. SUBCONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL PAINT OR STAIN MATERIALS AND SUPPLIES AT JOB COMPLETION.

11. SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM OVER SPRAY AND FOR ALL NECESSARY CLEAN-UP.
10 00 -SPECIALTIES

1. TOILET ACCESSORIES AS INDICATED IN ENLARGED RESTROOM AND BATH PLANS. INSTALL WITHIN ACCESSIBLE REACH RANGES. PROVIDE NECESSARY BLOCKING.

2. FIRE EXTINGUISHERS: UL CLASS 4-A MINIMUM WHERE SHOWN ON FLOOR PLANS. MAXIMUM TRAVEL DISTANCE 75 FEET.
21 13 21 -FIRE SPRINKLER SYSTEMS

1. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION, REPAIR, AND / OR REHABILITATION OF THE EXISTING FIRE SPRINKLER SYSTEM.

2. CONDUCT WORK IN COMPLIANCE WITH NFPA 13.

3. COORDINATE THE WORK OF OTHER TRADES SO AS TO ASSURE THE PROPER FUNCTION OF THE SPRINKLER

SYSTEM AND TO AVOID INTERFERENCE WITH STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OR ARCHITECTURAL FEATURES OF THE BUILDING.

4. COORDINATE WITH THE FIRE SPRINKLER AND ALARM TRADE TO ENSURE FULL AWARENESS OF THE LOCATION OF ALL CONTROL VALVES, FLOW SWITCHES, TAMPER SWITCHES AND ALARM AND SIGNAL SWITCHES.

5. SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED LOCATIONS OF SPRINKLER HEADS

6. USE SPRINKLER HEADS OF THE SAME TYPE USED ELSEWHERE IN THE BUILDING

7. FIRE-SPRINKLER EXTENSIONS SHALL BE BRACED
22 00 -PLUMBING

SEE MECHANICAL DRAWINGS FOR PLUMBING SPECIFICATIONS
23 00 -HVAC

SEE MECHANICAL DRAWINGS FOR HVAC SPECIFICATIONS
25 00 -INTEGRATED AUTOMATION

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR AUTOMATION SPECIFICATIONS 26 00 -ELECTRICAL

SEE ELECTRICAL DRAWINGS FOR ELECTRICAL SPECIFICATIONS
27 00 -COMMUNICATIONS

1. DO NOT INTERRUPT UTILITIES SERVING FACILITIES WITHOUT OWNER'S APPROVAL.

2. COORDINATE MATERIALS AND EQUIPMENT SO THEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND INTERCONNECTIONS FOR OPTIMUM FUTURE PERFORMANCE.

3. UNLESS NOTED OTHERWISE, PROVIDE SPARE FIBERS AND CONDUCTOR PAIRS IN CABLES, POSITIONS IN PATCH

PANELS, CROSS CONNECTS, AND TERMINAL STRIPS, AND SPACE IN BACKBONE CABLE TRAYS AND WIREWAYS TO ACCOMMODATE 50% FUTURE INCREASE IN ACTIVE STATION PAIRS.

4. COORDINATE PREMISES WITH LOCAL TELEPHONE CARRIER AND EQUIPMENT PROVIDER.

5. DISTRIBUTION CABLE: CATEGORY 6, FOUR-PAIR, 24 AWG, SOLID COPPER, UNSHIELDED, TWISTED PAIR IN PVC SHEATH.

6. BACKBOARD: 3/4" FIRE-RESISTANT INTERIOR GRADE PLYWOOD.

7. COMPLY WITH TIA 569-B RULES FOR SEPARATING UNSHIELDED COPPER COMMUNICATION AND DATA

PROCESSING EQUIPMENT CABLES FROM POTENTIAL EMI SOURCES, INCLUDING ELECTRICAL POWER LINES AND EQUIPMENT.

8. FACE PLATES SHALL MATCH ELECTRICAL POWER FACE PLATES.

9. IDENTIFY COMPONENTS OF THE COMMUNICATION SYSTEM.

10. TEST EACH SIGNAL PATH FOR END-TO-END PERFORMANCE FROM EACH END OF ALL PAIRS. 25 00 -INTEGRATED AUTOMATION

1. CONTROL OF GUEST ROOM LIGHTING, POWER AND HVAC SYSTEMS SHALL BE PER ENERGY COMPLIANCE REQUIREMENTS.
32 00 -EXTERIOR IMPROVEMENTS

1. SEE ARCHITECTURAL SITE PLAN AND CIVIL AND LANDSCAPE PLANS. 33 00 -UTILITIES

1. COMPLY WITH LOCAL UTILITY REQUIREMENTS. SEE ALSO CIVIL DRAWINGS.

9. INSTALL DOORS AND FRAMES IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION. 08 40 & 50 -STOREFRONTS AND WINDOWS

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL STOREFRONTS AND WINDOWS WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC, AAMA AND WDMA MANUALS, AND IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

3. FIRE RATED WINDOWS SHALL STEEL FRAMES WITH WIRE GLASS OR FIRE GLASS AS NOTED IN THE WINDOW SCHEDULE AND WINDOW NOTES.

4. WINDOW FRAMES SHALL MATCH EXISTING PROFILE AND COLOR.

5. BEFORE INSTALLATION, VERIFY THAT OPENINGS ARE PLUMB AND SQUARE AND OF PROPER DIMENSION. REPORT FRAME DEFECTS OR UNSUITABLE CONDITIONS TO THE GENERAL CONTRACTOR BEFORE PROCEEDING.

BEGINNING OF INSTALLATION INDICATES ACCEPTANCE OF EXISTING CONDITIONS.

6. INSTALL STOREFRONTS AND WINDOWS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION.

7. WINDOW GLASS, U-VALUES, AND SHGC RATINGS SHALL BE AS NOTED IN THE ENERGY COMPLIANCE FORMS AND/OR WINDOW NOTES.

8. SEE WINDOW NOTES AND/OR SITE PLAN FOR LOCATIONS OF WINDOWS REQUIRING SPECIAL STC RATINGS. 08 71 -DOOR HARDWARE

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES AS NECESSARY FOR THE INSTALLATION OF DOOR HARDWARE.

2. CONDUCT ALL WORK IN ACCORDANCE WITH THE CBC, INCLUDING ACCESSIBILITY REQUIREMENTS, AND LOCAL SECURITY REQUIREMENTS. OBTAIN ALL INTERACTING TYPES OF HARDWARE FROM A SINGLE MANUFACTURER.

PROVIDE HARDWARE TEMPLATES FOR PROPER INSTALLATION.

3. DOOR HARDWARE FOR EXTERIOR AND INTERIOR DOORS SHALL BE LEVER TYPE AS SELECTED BY OWNER.

DOORS SHALL HAVE A MINIMUM OF THREE (1-1/2 PAIR) HINGES. DOORS GREATER THAN 1-3/8", 36" WIDE OR 90" TALL SHALL HAVE A MINIMUM OF FOUR (2 PAIR) HINGES. EXTERIOR OUT SWINGING DOORS SHALL HAVE NONFERROUS HINGES WITH NON-REMOVABLE HINGE PINS. HINGES ON INTERIOR DOORS SHALL HAVE NON RISING PINS. LOW-FREQUENCY HINGES SHALL NOT BE USED.

4. EXTERIOR DOORS SHALL HAVE COMPLETE STOP-APPLIED WEATHER-STRIPPING, AND THRESHOLD WEATHERSTRIPPING.

5. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODE AND SECURITY REQUIREMENTS, MANUFACTURER'S INSTRUCTIONS, AND AS INDICATED ON THE DRAWINGS FOR A COMPLETE, SMOOTH, AND PROPER OPERATION. 09 22 16 -NON STRUCTURAL METAL FRAMING

1. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL NON STRUCTURAL METAL FRAMING WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT WORK IN COMPLIANCE WITH THE CBC AND THE STEEL STUD MANUFACTURERS ASSOCIATION, WITH MATERIALS IN COMPLIANCE WITH ASTM C-645 AND C-754. INSTALL STEEL STUDS PER MANUFACTURER'S RECOMMENDATIONS.

3. CORROSION RESISTANT COATING SHALL COMPLY WITH ASTM A1003/A1003M AND ASTM A653/A653M G40 (Z120) OR

EQUIVALENT

4. MINIMUM STUD DIMENSIONS: WIDTH 1 5/8"; FLANGE 1 1/4"; RETURN 1/4"

5. STUD TRACKS SHALL MATCH GAUGE OF WALL STUDS.

6. PROVIDE CORNER ANGLE AT WALL EXTERIOR CORNERS AND SOFFIT EDGES.

7. USE FASTENERS OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER, AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL FRAMING AND FURRING MEMBERS SECURELY; COMPLYING WITH MANUFACTURER RECOMMENDATIONS.
09 24 -PORTLAND CEMENT PLASTER (STUCCO)

1. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF PLASTER SYSTEM WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH CBC 2507, 2510 AND 2512, ASSOCIATED ASTM STANDARDS, AND PORTLAND CEMENT ASSOCIATION'S PLASTER/STUCCO MANUAL.

3. PROVIDE AN ICC TESTED AND APPROVED 3-COAT SYSTEM COMPRISED OF SCRATCH, BROWN, AND FINISH COATS OVER METAL LATH OVER A WATER-RESISTIVE BARRIER OVER OPTIONAL SHEATHING.

A. PORTLAND CEMENT PER ASTM C150 FOR SCRATCH AND BROWN COATS. ACRYLIC FINISH COAT WITH INTEGRAL COLOR. COLOR AND FINISH AS NOTED ON ELEVATIONS.

B. METAL LATH PER ASTM C847, C933, C1032, AND C1063.

C. WATER-RESISTIVE BARRIER: GRADE D BUILDING PAPER, ONE LAYER AT OPEN STUDS; TWO LAYERS AT WOOD SHEATHING.

D. ALL REINFORCING BEADS, J-METAL, SCREEDS, CONTROL JOINTS, ETC., SHALL BE OF GALVANIZED METAL.

E. FOAM TRIM SHALL BE 1 LB/SF MIN. EPS APPLIED TO BASE COAT WITH MANUFACTURER'S ADHESIVE AND WRAPPED WITH 2 OZ. MIN. ALKALI RESISTANT WOVEN GLASS FIBER FABRIC. APPLY FINISH COAT OVER GLASS FIBER FABRIC.

4. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND BEST TRADE ASSOCIATION'S STANDARDS OF PRACTICE.

5. CONTROL JOINTS AS SHOWN ON ELEVATIONS OR 18'-0" O.C. MAX., FLAT PANELS 144 SF MAX., CURVED PANELS 100 SF. MAX., MAX. LENGTH TO WIDTH RATIO 2.5:1.
09 29 -GYPSUM BOARD

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF GYPSUM BOARD COMPLETE WHERE SHOWN ON DRAWINGS AND NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH CALIFORNIA BUILDING CODE, CHAPTER 25; ASTM C-1396; AND GYPSUM ASSOCIATION GA-216-10 "APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS".

3. PROVIDE GYPSUM BOARD AT LOCATIONS NOTED. PROVIDE ACCESSORIES AT ALL LOCATIONS AS REQUIRED FOR COMPLETE SYSTEM.

A. 5/8" THICK TYPE 'X' GYPSUM BOARD, TYPICAL. PROVIDE NUMBER OF LAYERS, MATERIALS, AND INSTALLATIONS IN COMPLIANCE WITH TESTED ASSEMBLIES.

B. IN WET AREAS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN LOCATIONS SHOWN ON PLANS AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER.

4. ACCESSORIES:

A. 4.1. 90 DEGREE RIGHT ANGLE CORNER BEAD AT ALL EXTERNAL CORNERS.

B. 4.2. CORROSION RESISTANT, L-TYPE EDGE TRIM AT ALL EXPOSED EDGES.

C. 4.3. SEMI-RIGID PVC FLEXIBLE CORNER BEAD AT RADIUSED OPENINGS.

D. 4.4. RESILIENT CHANNELS: PROVIDE MANUFACTURER'S SPECIAL SHAPED METAL FURRING CHANNEL IN GAGE AND SPACING AS REQUIRED FOR APPLICABLE FIRE OR SOUND RATED ASSEMBLIES.

E. 4.5. TAPE AND JOINT COMPOUND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER.

F. 4.6. PROVIDE PERMANENTLY RESILIENT SEALANT AT SOUND CONTROL JOINTS AS RECOMMENDED BY MANUFACTURER.

5. NAIL OR SCREW PER APPLICABLE CODE REQUIREMENTS. REFER TO DRAWINGS FOR SPECIAL NAILING AT SHEAR WALLS AND FIRE/SOUND RATED ASSEMBLIES. THE CONTRACTOR AT HIS OPTION MAY SUBSTITUTE WALLBOARD SCREWS OF EQUIVALENT PROPERTIES IN LIEU OF NAILS AS PERMITTED BY AUTHORITY HAVING JURISDICTION.

FASTENERS AT MULTIPLE LAYER APPLICATIONS SHALL BE SIZED ACCORDINGLY.

6. ALL GYPSUM BOARD SHALL BE OF THE TYPE, EDGE, CONFIGURATION, ARRANGEMENT AND MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END TO END BUTT JOINTS. ALL JOINTS IN FINISHED SURFACES SHALL BE TAPED AND FINISHED WITH JOINT COMPOUND. REINFORCE ALL CORNERS AND CONCEAL EXPOSED NAIL OR SCREW HEADS WITH JOINT COMPOUND. METAL TRIM SHALL BE APPLIED TIGHTLY TO GYPSUM BOARD EDGES, PLUMB, LEVEL, TRUE TO PLAN, AND SECURELY ATTACHED. ALL GYPSUM WALL BOARD CONCEALING TUB NAILING FINS SHALL BE ALIGNED WITH ADJACENT WALL PLANES SUCH THAT THE TRUE WALL PLANE IS MAINTAINED.

7. FINISH LEVELS AS DESCRIBED IN ROOM FINISH SCHEDULE NOTES.

8. PREPARE EXISTING WALLS AS NECESSARY TO RECEIVE NEW FINISHES. 09 30 -CERAMIC TILE

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL CERAMIC TILE WORK AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. INSTALLATION SHALL CONFORM TO TILE COUNCIL OF NORTH AMERICA'S "HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION", CURRENT EDITION.

3. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC, ICC EVALUATION REPORTS, AND MANUFACTURER'S

INSTALLATION REQUIREMENTS, WITH MATERIALS IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

4. MATERIALS:

A. FLOOR TILE: AS SELECTED BY INTERIOR DESIGNER.

B. GROUT: COLOR AS SELECTED BY INTERIOR DESIGNER.

C. PROVIDE NON-SLIP SURFACE AS TILED WALKING SURFACES.

5. CONTRACTOR SHALL INSPECT SUBSTRATE FOR READINESS TO RECEIVE TILE. REPORT DEFICIENCIES IMMEDIATELY IN WRITING TO THE ARCHITECT. FAILURE TO DO SO, OR COMMENCEMENT OF WORK WITHOUT SUCH NOTIFICATION, WILL CONSTITUTE AN ACCEPTANCE BY CONTRACTOR OF PREVIOUS WORK BY OTHERS.

6. VERIFY ALL SIZES AND DIMENSIONS BY TAKING FIELD MEASUREMENTS PRIOR TO INSTALLATION.

7. VERIFY ALL OPENINGS AS PLUMB, SQUARE, AND TRUE.

8. TILE SHALL BE THIN SET.
09 50 -SUSPENDED ACOUSTIC CEILINGS

1. SEE REFLECTED CEILING PLANS FOR SUSPENDED ACOUSTIC CEILING SPECIFICATIONS 09 65 -RESILIENT FLOORING

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL RESILIENT FLOORING AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC AND RESILIENT FLOOR COVERING INSTITUTE WITH MATERIALS IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

3. COORDINATE FLOORING SUBCONTRACTOR WITH FRAMING AND CONCRETE CONTRACTORS TO INSURE COMPATIBILITY OF ADHESIVES AND SUB-FLOOR SURFACE TEXTURE, MATERIALS, AND PREPARATION.

4. MATERIALS:

4.1. AS INDICATED ON DRAWINGS.

4.2. VERIFY WITH ACOUSTICAL REPORT.

5. INSTALL IN COMPLIANCE WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, PRODUCT CATALOG INSTALLATION INSTRUCTIONS AND PRODUCT CARTON INSTRUCTIONS FOR INSTALLATION.

11. CONCRETE FOR GARDEN WALL FOOTINGS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. CEMENT TYPE SHALL BE THE SAME AS REQUIRED FOR THE BUILDING FOOTINGS. 03 33 -EXTERIOR CONCRETE POOL DECK

1. POOL CONSTRUCTION AND ASSOCIATED EQUIPMENT ARE DESIGN/BUILD BY THE POOL SUBCONTRACTOR.

2. SEE POOL PLAN NOTES WITHIN THESE PLANS FOR ADDITIONAL INFORMATION.

3.INTEGRAL COLORED CONCRETE AND FINISH SHALL BE AS NOTED ON POOL PLAN OR POOL PLAN NOTES 03 35 -GYPSUM CONCRETE UNDERLAYMENT

1. GYPSUM CONCRETE UNDERLAYMENT SHALL BE AS NOTED IN FLOOR/CEILING ASSEMBLY DETAILS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.

2. SOUND REDUCTION BOARD AS NOTED IN FLOOR/CEILING ASSEMBLY DETAILS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
04 42 -UNIT MASONRY

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR INSTALLATION AND COMPLETION OF ALL UNIT MASONRY AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. MASONRY SPECIFICATIONS SHOWN HERE ARE FOR NON-STRUCTURAL MASONRY CONSTRUCTION. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MASONRY SPECIFICATIONS.

3. CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM TO ACI 530.

4. CONCRETE MASONRY UNITS SHALL BE GRADE 'N' PER ASTM C 90 AND SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. MINIMUM NET COMPRESSIVE STRENGTH OF 1500 PSI AT 28 DAYS.

5. MORTAR SHALL CONFORM TO ASTM C 270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.

6. GROUT SHALL CONFORM TO ASTM C 476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.

7. REINFORCING BARS SHALL BE GRADE 40 PER ASTM A 615. SIZES AS SHOWN IN DETAILS.

8. LAY BLOCK IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE ON DRAWINGS. USE PRECISION FACE AND SPLIT FACE BLOCK WHERE SHOWN.

9. GROUT ALL CELLS SOLID CONTAINING REINFORCING.
05 12 -STRUCTURAL STEEL

1. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL SPECIFICATIONS 06 10 -ROUGH CARPENTRY

1. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL ROUGH CARPENTRY SPECIFICATIONS IN ADDITION TO THE FOLLOWING.

2. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR INSTALLATION AND COMPLETION OF ALL ROUGH CARPENTRY AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

3. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC. ALL MATERIALS WILL BE IN COMPLIANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) AND THE AMERICAN PLYWOOD ASSOCIATION (APA) STANDARDS.

4. WORKMANSHIP: ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED SO AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE INTENDED.

5. INSTALL FIRE BLOCKS AND DRAFT STOPS PER CBC SECTION 718.

6. 2x SILL PLATES AT INTERIOR WALLS SHALL BE SECURED TO CONCRETE SLABS WITH .145" DIA. x 21/2" POWDER DRIVEN SHOT PINS AT 32" O.C. MAX., EXCEPT AS SHOWN OTHERWISE ON PLANS, AND 6" MAX. FROM SILL PLATE CORNERS AND SPLICES. RAMSET 1516SDC, ICC ESR-1799, OR APPROVED EQUAL. COMPLY WITH MFR'S SPECS.

7. PROVIDE BLOCKING AT WALL STOPS, TVs, KITCHEN CABINETS, VANITIES, HEADBOARDS, CEILING FANS, TOILET ACCESSORIES, AND CLOSET SHELF & POLE.
06 20 -FINISH CARPENTRY

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF FINISH CARPENTRY WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. INSTALL ALL FINISHED HARDWARE, PASSAGE DOORS, AND TOILET ACCESSORIES.

3. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC AND THE WOODWORK INSTITUTE'S, "MANUAL OF MILLWORK" CUSTOM GRADE REQUIREMENTS.

4. ALL INTERIOR DOOR FRAMES AND CASING, BASE, SHOE, SHELVING, AND WINDOW STOOL AND APRON AS INDICATED ON DRAWINGS.

5. INSTALL IN ACCORDANCE WITH THE BEST PRACTICES OF THIS TRADE, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:

A. ALL WORK SHALL BE MACHINED OR HAND-SANDED, SHARP EDGES AND SPLINTERS REMOVED AND COMPLETELY PREPARED FOR FINISH.

B. FULL LENGTH CONTINUOUS MATERIAL SHALL BE USED WHEREVER POSSIBLE OR SPECIFICALLY NOTED.

C. ALL JOINTS SHALL BE TIGHT AND TRUE AND SECURELY FASTENED. CORNERS SHALL BE NEATLY MITERED, BUTTED, OR COPED, WITH NAILS SET AND SURFACES FREE OF TOOL MARKS.

D. FRAMES SHALL BE SET PLUMB AND TRUE.

E. ALL NAILING SHALL BE DONE WITH FINISH NAILS WHERE PAINT OR STAIN IS TO COVER. 06 41 -CASEWORK

1. PROVIDE MATERIAL, EQUIPMENT, AND LABOR NECESSARY FOR INSTALLATION OF ALL CASEWORK AS SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CASEWORK AND COUNTERTOPS AS INDICATED ON DRAWINGS.

3. INSTALL IN ACCORDANCE WITH THE BEST PRACTICES OF THIS TRADE, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:

A. ALL JOINTS SHALL BE TIGHT AND TRUE AND SECURELY FASTENED. CORNERS SHALL BE MITERED, BUTTED, OR COPED, NAILS SET, AND SURFACES FREE OF TOOL MARKS.

B. USE CONCEALED FASTENINGS WHERE POSSIBLE.

C. ALL CASEWORK SCHEDULED FOR PAINT OR STAIN FINISH SHALL BE SMOOTHLY DRESSED AND SANDED.

D. INSTALL ALL WORK LEVEL, PLUMB, SQUARE AND TRUE. SCRIBE MEMBERS ACCURATELY IN PLACE TO FIT ADJOINING SURFACES.
07 00 -THERMAL AND MOISTURE PROTECTION

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF THERMAL AND THERMAL AND MOISTURE PROTECTION SYSTEMS WHERE SHOWN ON THE DRAWINGS AND NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC WITH MATERIALS IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

3. ROOFING AND UNDERLAYMENT AS INDICATED IN ROOF PLAN NOTES.

4. FLASHING SHALL BE MINIMUM 26 GA. GALVANIZED STEEL, UNLESS NOTED OTHERWISE.

5. USE GLASS FIBER BATT INSULATION WITH 'R' VALUES PER MINIMUM ENERGY CODE REQUIREMENTS OR AS PER ENERGY COMPLIANCE FORMS, ACOUSTICAL REQUIREMENTS, AND RATED ASSEMBLY DETAILS.

6. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

A. INSTALL BATT INSULATION BETWEEN FLOOR JOISTS AND WALL STUDS.

B. INSULATION SHALL BE SECURELY INSTALLED AND TIGHTLY FITTED.

C. WIRES WILL BE USED FOR SUPPORT ON UNSUPPORTED SIDES.

7. SEALANTS: ELASTOMERIC COMPLYING WITH ASTM C920. MATCH COLOR OF ADJACENT MATERIALS. WHERE IN CONTACT WITH FOOD USE PRODUCTS COMPLYING WITH 21 CFR 177.2600.

8. FIRESTOP SEALANT AS NOTED IN FIRE ASSEMBLY DETAILS.

9. COMPLY WITH VOC LIMITS AS INDICATED IN CALGREEN NOTES.

10. RUBBERIZED ASPHALT FLASHING: POLYMER MODIFIED ASPHALT LAMINATED POLYETHYLENE FILM CONFORMING TO ASTM D 1970, SELF ADHERED. GCP APPLIED TECHNOLOGIES, W.R. MEADOWS, POLYGUARD PRODUCTS OR APPROVED EQUAL.
07 21 -INSULATION

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF THERMAL AND ACOUSTICAL INSULATION WHERE SHOWN ON THE DRAWINGS AND NOTED HEREIN.

2.CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC WITH MATERIALS IN COMPLIANCE WITH ASTM STANDARDS FOR THEIR SPECIFIC USE.

3.USE GLASS FIBER BATT INSULATION WITH 'R' VALUES PER ACOUSTICAL REQUIREMENTS AND RATED ASSEMBLY DETAILS.

4. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

4.1. INSTALL BATT INSULATION BETWEEN FLOOR JOISTS AND WALL STUDS.

4.2. INSULATION SHALL BE SECURELY INSTALLED AND TIGHTLY FITTED.

4.3. WIRES WILL BE USED FOR SUPPORT ON UNSUPPORTED SIDES. 08 10 -DOORS

1. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF ALL DOORS WHERE SHOWN ON THE DRAWINGS AND AS NOTED HEREIN.

2. CONDUCT ALL WORK IN CONFORMANCE WITH THE CBC, WDMA I.S. 1A-11, AND AWI "ARCHITECTURAL WOODWORK STANDARDS", IN COMPLIANCE WITH NFPA AND ASTM STANDARDS FOR THEIR SPECIFIC USE.

3. FIRE RATED DOORS AND FRAMES SHALL BE LISTED BY UL, WARNOCK HERSEY, OR OTHER APPROVED TESTING LABORATORY, WITH LABELS INDICATING THE FIRE RESISTANCE OF THE DOOR AND FRAME.

4. DOOR FRAMES SHALL MATCH EXISTING PROFILE AND COLOR.

5. PROVIDE DOORS HAVING WIDTHS AND HEIGHTS AS NOTED ON PLANS WITH UNDERCUTS AS REQUIRED BY MOST CURRENT CMC. MATCH EXISTING DOORS IN SPECIES, GRAIN, STAIN, AND FINISH.

6. WHERE LOUVERS ARE SHOWN IN DOORS, VERIFY SIZES AND NET FREE VENTILATION AREA WITH MECHANICAL DRAWINGS.

7. PROVIDE WIRE GLASS IN RATED DOORS WITH VISION PANELS AS INDICATED IN PLANS.

8. BEFORE INSTALLATION, VERIFY THAT OPENINGS ARE PLUMB AND SQUARE AND OF PROPER DIMENSION. REPORT FRAME DEFECTS OR UNSUITABLE CONDITIONS TO THE GENERAL CONTRACTOR BEFORE PROCEEDING.

BEGINNING OF INSTALLATION INDICATES ACCEPTANCE OF EXISTING CONDITIONS.

6. SUBMITTALS MADE TO THE ARCHITECT SHALL BE COMPLETE, NEATLY ORGANIZED, AND CONCISE. INCOMPLETE SUBMITTALS, PHASED SUBMITTALS, ETC. WILL BE REJECTED. SUBMITTALS SHALL BE CLEARLY ORGANIZED, REFERENCE APPROPRIATE DRAWING SHEET NUMBERS, SPEC SECTIONS, ETC.WHERE RESUBMITTALS ARE

REQUIRED, THEY SHALL BE CLEARLY IDENTIFIED AS A REVISION WITH THE SAME SUBMITTAL NUMBER AND A VERSION SUFFIX.CONFUSING, DECEPTIVE, AND/OR MISLEADING SUBMITTALS WILL BE REJECTED WITH MINIMAL COMMENTARY DESCRIBING THE REASON FOR THE REJECTION. THE CONTRACTOR SHALL REVISE THE SUBMITTAL AND RESUBMIT.

7. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT A WRITTEN REQUEST TO THE ARCHITECT. SUCH REQUESTS

SHALL INCLUDE DIMENSIONAL, PERFORMANCE, AND MATERIAL SPECIFICATIONS, AND AN EXPLANATION AS TO WHY THE SUBSTITUTION IS SOUGHT. SUBSTITUTED ITEMS THAT DEVIATE FROM THE SPECIFIED ITEM MUST INCLUDE A LINE-BY-LINE DESCRIPTION OF THOSE DEVIATIONS. SUBSTITUTIONS AFFECTING COST MUST INCLUDE THE ASSOCIATED CREDIT. THE SUBMITTAL PROCESS SHALL NOT BE USED TO REQUEST SUBSTITUTIONS. SUBSTITUTION REQUESTS SHALL BE MADE SEPARATELY AS REQUIRED IN THESE SPECIFICATIONS. ONCE A SUBSTITUTION IS APPROVED, IT SHALL BE SUBMITTED VIA THE STANDARD SUBMITTAL

PROCESS FOR FINAL REVIEW

8. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT

DOCUMENTS BY THE ARCHITECT'S OR CONSULTANTS' REVIEW STAMP UNLESS THE CONTRACTOR HAS

SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATIONS AT THE TIME OF THE SUBMITTAL AND THE ARCHITECT HAS:

1. IF A SUBSTITUTION AFFECTS OTHER TRADES, THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASCERTAIN

THE IMPACT OF THE PROPOSED CHANGES AND SHALL BE RESPONSIBLE FOR ALL ASSOCIATED COSTS WHICH MAY BE INCURRED THEREBY.

9. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS IN SUBMITTALS BY THE PRESENCE OF THE ARCHITECT'S OR CONSULTANT'S REVIEW STAMP.

10. THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION TO REVISIONS IN THE SUBMITTALS OTHER THAN THOSE THE ARCHITECT OR CONSULTANT REQUESTED. IN THE ABSENCE OF SUCH ATTENTION THE ARCHITECT'S OR CONSULTANT'S REVIEW OF A RESUBMISSION SHALL NOT APPLY TO SUCH REVISIONS.

11. SUBMITTALS SHOULD BE TRANSMITTED ELECTRONICALLY WHENEVER POSSIBLE AND PHYSICALLY ONLY WHEN NECESSARY. ELECTRONIC SUBMITTALS SHOULD BE SENT TO THE PROJECT MANAGER . WHERE THERE IS DOUBT AS TO WHETHER HARDCOPY IS NECESSARY, CONTACT THE PROJECT ARCHITECT OR PROJECT MANAGER.

12. WHERE THE WORDS "OR APPROVED EQUAL" OR "OR EQUIVALENT" APPEAR IN THE CONTRACT DOCUMENTS, DO

NOT ASSUME AN ALTERNATE MATERIAL, EQUIPMENT, OR METHOD WILL BE APPROVED AS EQUAL BY THE OWNER AND ARCHITECT UNLESS THE ITEM IS SPECIFICALLY APPROVED BY THE OWNER.

13. PROVIDE FIELD SAMPLES OF EXTERIOR FINISH MATERIALS MINIMUM 2' SQUARE SIZE. OWNER AND ARCHITECT NEED TO APPROVE SAMPLES PRIOR TO INSTALLING FINAL COLORS ON THE BUILDING.

14. WHERE MANUALS ARE REQUIRED TO BE SUBMITTED COVERING ITEMS INCLUDED IN THE WORK, PREPARE SUCH MANUALS IN DURABLE PLASTIC BINDERS WITH AT LEAST THE FOLLOWING:

1. IDENTIFY ON EACH BINDER THE GENERAL NATURE OF IT'S CONTENTS.

2. TYPEWRITTEN INDEX NEAR THE FRONT.

3. OPERATING AND MAINTENANCE INSTRUCTIONS OF ALL EQUIPMENT INVOLVED.

4. LIST OF REPLACEABLE PARTS, THEIR PART NUMBERS, CURRENT COST, CONTACT INFORMATION OF NEAREST VENDOR.

5. COPY OF ALL GUARANTEES AND WARRANTIES ISSUED.

6. COPY OF REVIEWED SHOP DRAWINGS MADE DURING CONSTRUCTION.

15. ALLOW 14 DAYS FOR ARCHITECT AND/OR CONSULTANTS TO REVIEW SUBMITTALS. ALLOW ADDITIONAL TIME FOR INTERRELATED SUBMITTALS.

16. THE FOLLOWING SUBMITTALS ARE REQUIRED:
03 CONCRETE
03 FORM WORK
04 MASONRY
04 ANCHORAGE AND REINFORCING
04 MULTI-STORY HOLD DOWN SYSTEM
05 STRUCTURAL STEEL, STAIRS, RAILINGS
06 FLOOR AND ROOF TRUSSES
07 ROOFING, FLASHING
07 WATERPROOFING
08 DOORS AND HARDWARE
08 STOREFRONTS
08 WINDOWS
10 SIGNAGE
10 TOILET ACCESSORIES
11 LINEN CHUTE
12 SITE AMENITIES, FURNITURE
13 POOL
14 ELEVATOR
21 FIRE SPRINKLERS / ALARM
22 PLUMBING
23 HVAC, ENERGY EFFICIENCY CONTROLS
26 ELECTRICAL
26 LIGHTING FIXTURES, MATERIALS, CONTROLS
46 SITE UTILITY MATERIALS
01 45 -QUALITY CONTROL

1. INFORM THE OWNER IN ADVANCE WHEN THE NEED FOR SPECIAL INSPECTIONS IS APPROACHING IN ORDER TO GIVE SUFFICIENT TIME TO SCHEDULE THE SPECIAL INSPECTION.

2. COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY

HAVING JURISDICTION FOR THE SAFETY OF PERSONS AND PROPERTY, PROTECTING THEM FROM DAMAGE, INJURY OR LOSS. ERECT AND MAINTAIN SAFEGUARDS NECESSARY FOR SAFETY AND PROTECTION, INCLUDING FENCES, RAILINGS, BARRICADES, LIGHTING, POSTING OF DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY MEASURES IN CONNECTION WITH THE PROJECT.

3. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S

INSTRUCTIONS AND RECOMMENDATIONS UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED IN THE CONTRACT DOCUMENTS.

4. EACH SUBCONTRACTOR AND SUPPLIER SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH AND INSURING THAT

ALL WORKMANSHIP AND/OR MATERIALS FURNISHED MEET WITH ALL APPLICABLE STATE, COUNTY, CITY, AND OTHER JURISDICTIONAL AGENCY REQUIREMENTS.

5. COPIES OF ANY CERTIFICATES OF COMPLIANCE REQUIRED BY AUTHORITIES HAVING JURISDICTION, SHALL BE FORWARDED TO THE BUILDING OWNER UPON COMPLETION OF WORK.

6. ALL MATERIALS FURNISHED SHALL BE NEW AND OF FIRST QUALITY. NO USED MATERIALS OR SECONDS WILL BE PERMITTED EXCEPT BY OWNER'S APPROVAL.
01 74 -CLEANING AND WASTE MANAGEMENT

1. THE CONTRACTOR SHALL BE FAMILIAR WITH THE CITY OF [CITY NAME] CONSTRUCTION MATERIAL REUSE, RECYCLING, AND DISPOSAL PROGRAM, AND HOW IT MAY AFFECT CONSTRUCTION ACTIVITIES.

2. KEEP THE PREMISES CLEAN OF ANY ACCUMULATED WASTE MATERIALS. REMOVE ALL TRASH, TOOLS,

SCAFFOLDING AND SURPLUS MATERIALS AS CONSTRUCTION PROGRESSES AND AT THE COMPLETION OF THE WORK. CLEAN ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS AND OTHER SURFACES UPON COMPLETION OF THE WORK AND MAKE READY FOR OCCUPANCY.

3. FOLLOWING THE INSTALLATION OF FINISH FLOOR MATERIALS, PROTECT BY COVERING WITH TEMPORARY

COVERINGS AND/OR CLEAN THE FINISH FLOOR DAILY (AND MORE OFTEN IF NECESSARY) AT ALL TIMES WHILE WORK IS BEING PERFORMED IN THE SPACE IN WHICH FINISH MATERIALS HAVE BEEN INSTALLED. "CLEAN", FOR

THE PURPOSE OF THIS SUBPARAGRAPH, SHALL BE INTERPRETED AS MEANING FREE FROM ALL FOREIGN MATERIAL, WHICH MAY BE INJURIOUS TO THE FINISH FLOOR MATERIAL. 01 77 -CLOSEOUT PROCEDURE

1. PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION (FOR EITHER ENTIRE WORK OR PORTIONS THEREOF), COMPLETE THE FOLLOWING AND LIST KNOWN EXCEPTIONS IN REQUEST:

A. INCLUDE SUPPORTING DOCUMENTATION FOR COMPLETION AS INDICATED IN THESE CONTRACT DOCUMENTS.

B. SUBMIT STATEMENT SHOWING ACCOUNTING OF CHANGES TO CONTRACT SUM.

C. PREPARE, SUBMIT AND COMPLETE A PUNCH LIST IN ACCORDANCE WITH GENERAL CONDITIONS.

D. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP/MAINTENANCE BONDS, MAINTENANCE AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS.

E. OBTAIN AND SUBMIT RELEASES ENABLING OWNER'S FULL AND UNRESTRICTED USE OF THE WORK

AND ACCESS TO SERVICES AND UTILITIES, INCLUDING (WHERE REQUIRED) OCCUPANCY PERMITS, OPERATING CERTIFICATES, WAIVERS OF LIEN, AND SIMILAR RELEASES.

F. SUBMIT RECORD DRAWINGS, MAINTENANCE MANUALS, AND SIMILAR FINAL RECORD INFORMATION.

G. DELIVER TOOLS, SPARE PARTS, EXTRA STOCKS OF MATERIALS, AND SIMILAR PHYSICAL ITEMS TO OWNER.

H. COMPLETE START-UP TESTING OF SYSTEMS, AND INSTRUCTIONS OF OWNER'S OPERATING/MAINTENANCE PERSONNEL. DISCONTINUE (OR CHANGE OVER) AND REMOVE FROM

PROJECT SITE TEMPORARY FACILITIES AND SERVICES, ALONG WITH CONSTRUCTION TOOLS AND FACILITIES, MOCK-UPS, AND SIMILAR ELEMENTS.

I. COMPLETE FINAL CLEANING UP REQUIREMENTS, INCLUDING TOUCH-UP PAINTING OF MARRED SURFACES.

J. TOUCH-UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES.

2. UPON RECEIPT OF CONTRACTOR'S REQUEST, THE ARCHITECT WILL EITHER PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF PREREQUISITES NOT FULFILLED. FOLLOWING INITIAL INSPECTION, THE ARCHITECT WILL

ESTABLISH THE DATE OF SUBSTANTIAL COMPLETION, OR ADVISE CONTRACTOR OF WORK WHICH MUST BE PERFORMED PRIOR TO ESTABLISHING DATE; AND REPEAT INSPECTION WHEN REQUESTED AND ASSURED THAT WORK HAS BEEN SUBSTANTIALLY COMPLETED. RESULTS OF COMPLETED INSPECTION WILL FORM INITIAL "PUNCH- LIST" FOR FINAL ACCEPTANCE.
03 30 -CAST-IN-PLACE CONCRETE

1. SEE STRUCTURAL DRAWINGS FOR CONCRETE AND STEEL REINFORCEMENT SPECIFICATIONS.

2. EXTEND VAPOR RETARDER TO EXTREMITIES OF AREAS TO BE PROTECTED FROM VAPOR TRANSMISSION. PLACE, PROTECT AND REPAIR ACCORDING TO ASTM E1643 AND MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. CLEAN REINFORCEMENT OF LOOSE RUST, MILL SCALE, EARTH, ICE AND OTHER FOREIGN MATERIALS.

4. SET WIRE TIES WITH ENDS DIRECTED INTO CONCRETE, NOT TOWARD EXPOSED CONCRETE SURFACES.

5. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE.

6. CONSTRUCT CONTRACTION JOINTS A DEPTH EQUAL TO AT LEAST 1/4 OF CONCRETE THICKNESS. TOOLED JOINTS SHALL HAVE A 1/8" RADIUS EDGES. ELIMINATE GROOVER TOOL MARKS. CUT SAWN JOINTS 1/8" WIDE WHEN

CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS.

7. AT ISOLATION JOINTS, INSTALL JOINT-FILLER STRIPS AT SLAB JUNCTIONS WITH VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND OTHER LOCATIONS.

8. PRIOR TO PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS ARE COMPLETE.

9. FINISH CONCRETE SURFACES TRUE TO LEVEL OR SLOPED WHERE SHOWN ON PLANS WITH A SURFACE SUITABLE TO RECEIVE FINISH MATERIALS.

10. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD WEATHER PROTECTION AND ACI 305R FOR HOT WEATHER PROTECTION.

11. PATCH AND REPAIR DEFECTIVE AREAS WHEN APPROVED BY OWNER. REMOVE AND REPLACE CONCRETE THAT CANNOT BE PATCHED OR REPAIRED.

GENERAL NOTES

1. THE SCOPE OF THESE DRAWINGS IS A "BUILDER'S SET" OF PLANS. THESE DRAWINGS ARE SUFFICIENT TO

OBTAINING A BUILDING PERMIT, WHICH MEANS THAT NOT NECESSARILY ALL MATERIALS AND METHODS OF CONSTRUCTION ARE DESCRIBED IN THE DRAWINGS. THE SUCCESSFUL IMPLEMENTATION OF THESE DRAWINGS

REQUIRES A CLIENT, A CONTRACTOR AND SUBCONTRACTORS SUFFICIENTLY KNOWLEDGEABLE OF APPLICABLE CODES AND METHODS OF CONSTRUCTION. THE DRAWINGS DEPICT LOCATIONS, DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF FASTENING. THEY ARE NOT INTENDED TO SPECIFY EVERY PARTICULAR PRODUCT OR METHOD.

2. DETAILS AND NOTATIONS OF DRAWINGS ARE INTENDED TO INDICATE TYPICAL CONDITIONS AND REQUIREMENTS.

NOT ALL VARIATIONS AND FIELD CONDITIONS ARE NECESSARILY INDICATED ON DRAWINGS. PRIOR TO START OF

WORK, CONTRACTOR SHALL EXAMINE ALL EXISTING AND NEW CONDITIONS AND REQUIREMENTS, IDENTIFY AND

COORDINATE WHERE MINOR VARIATIONS ARE NECESSARY TO PROPERLY COMPLETE THE WORK, AND EXECUTE SAME AT NO EXTRA COST TO OWNER.

3. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS INTENDED TO PERMIT WORK IN VIOLATION OF GOVERNING CODES. IF ANY CONFLICTS BECOME APPARENT, OBTAIN CLARIFICATION FROM THE ARCHITECT. DO NOT PROCEED WITH ANY RELATED WORK UNTIL SUCH CONFLICTS HAVE BEEN RESOLVED.

4. IF DISCREPANCIES ARE FOUND IN THESE PLANS OR IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, CONTACT THE ARCHITECT.

5. SHOULD ANY CONFLICT BE FOUND IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE ARCHITECT SHALL BE THE SOLE JUDGE AS TO WHICH PROVISION PREVAILS. THE CONTRACTOR SHALL BE DEEMED TO HAVE ESTIMATED

BASED ON THE MOST EXPENSIVE METHOD, THE MORE STRINGENT PROVISION, THE BETTER QUALITY, AND THE GREATER QUANTITY OF WORK.

6. WHEN USED IN THE CONTRACT DOCUMENTS, THE TERM "CONTRACTOR" SHALL BE UNDERSTOOD TO MEAN THE GENERAL CONTRACTOR AND SUBCONTRACTORS.

7. BEFORE COMMENCING WORK, FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE APPLICABLE DEPARTMENTS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING AGENCIES.

8. OBTAIN AND PAY FOR PERMITS, INSPECTIONS, EXAMINATIONS, AND FEES OR CHARGES NECESSARY FOR COMPLETION OF THE WORK. THE COST OF OBTAINING PERMITS SHALL BE INCLUDED ON THE BID.

9. FILE ALL NECESSARY CERTIFICATES OF INSURANCE WITH THE LOCAL GOVERNING AUTHORITIES, PAY ALL FEES,

PROVIDE ANY AND ALL BONDS REQUIRED BY ANY LOCAL AGENCY IN ORDER TO ACCOMPLISH THE WORK HEREIN DESCRIBED.

10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL GOVERNING LOCAL AUTHORITIES, CODES, AND REGULATIONS.

11. ALL NEW MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE CONCEALED WITHIN EXISTING OR NEW CONSTRUCTION, UNLESS OTHERWISE NOTED.

12. ENSURE THAT ALL PLUMBING, ELECTRICAL, MECHANICAL, AND FIRE CONTROL WORK IS PERFORMED BY PERSONS LICENSED IN THEIR TRADES AND THAT ALL REQUIRED INSPECTIONS AND SIGN-OFFS ARE OBTAINED.

13. BE FAMILIAR WITH THE VARIOUS TRADE ASSOCIATION MANUALS, TESTING STANDARDS AND PUBLICATIONS REFERRED TO IN THE SPECIFICATIONS.

14. AIA DOCUMENT A201, GENERAL CONDITIONS FOR THE CONTRACT FOR CONSTRUCTION, IS CONSIDERED PART OF

THIS CONTRACT WHETHER OR NOT IT IS IDENTIFIED IN THE AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR.

15. A COPY OF THE PLANS, STAMPED AND APPROVED BY THE BUILDING DEPARTMENT, SHALL BE ON THE PREMISES AT ALL TIMES AND AVAILABLE FOR INSPECTORS, OWNER AND ARCHITECT.

16.THE ENTIRE SET OF DRAWINGS ARE COMPLEMENTARY AND ARE NECESSARY TO CONSTRUCT THE PROJECT.

THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE AND UNDERSTAND HOW ALL THE DISCIPLINES WORK TOGETHER TO PRODUCE THE FINAL PRODUCT. DO NOT RELY ONLY ON ONE DISCIPLINE. 00 00 -PROCUREMENT AND CONTRACTING

1. ALL CONTRACTORS SHALL VISIT AND EXAMINE THE JOBSITE, AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO BID SUBMISSION. LATER CLAIMS FOR WORK OR FOR DIFFICULTIES WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.

2. BY SIGNING THE CONTRACT FOR CONSTRUCTION THE CONTRACTOR ACKNOWLEDGES THAT SUFFICIENT INFORMATION IS PROVIDED IN THESE PLANS TO CONSTRUCT THE PROJECT. 01 00 -FRANCHISE AND BRAND REQUIREMENTS

1. COMPLIANCE WITH BRAND STANDARDS IS REQUIRED. BRAND STANDARDS MAY CHANGE DURING THE COURSE OF THE PROJECT AND THE CONTRACTOR WILL BE HELD TO THE MOST CURRENT BRAND STANDARDS.

2. THE BRAND STANDARDS ARE AVAILABLE AT: [ BRAND WEB SITE ]

3. DURING THE COURSE OF CONSTRUCTION, A REPRESENTATIVE OF THE BRAND WILL VISIT THE PROJECT SITE SEVERAL TIMES. THIS REPRESENTATIVE WILL BE REVIEWING THE PROJECT FOR COMPLIANCE WITH THE BRAND STANDARDS. DEFICIENCIES WILL BE NOTED. THE CONTRACTOR WILL BE REQUIRED TO REMEDY ANY DEFICIENCIES AT HIS OWN EXPENSE.

4. FRANCHISE REQUIRED SUBMITTALS PREPARED BY THE CONTRACTOR OR SUBCONTRACTOR ARE TO BE

SUBMITTED TO THE FRANCHISE BY THE CONTRACTOR OR SUBCONTRACTORS AND COPIED TO THE ARCHITECT AND OWNER.
01 11 -SUMMARY OF WORK

1. THE WORK OF THIS CONTRACT COMPRISES THE GENERAL CONSTRUCTION REQUIRED TO CONSTRUCT A NEW (PROJECT) IN THE CITY AND STATE INDICATED ON THE COVER SHEET OF THESE PLANS.

2. THE WORK INCLUDES, BUT IS NOT LIMITED TO, SITE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS, AND THE INSTALLATION OF FURNITURE, FIXTURES AND EQUIPMENT (FF&E).

3. THE WORK OF THE PROJECT IS SHOWN IN THE DRAWINGS AND DESCRIBED IN THE VARIOUS SECTIONS OF THESE SPECIFICATIONS.

4. LIMIT USE OF THE PREMISES TO CONSTRUCTION ACTIVITIES. CONFINE OPERATIONS TO AREAS WITHIN CONTRACTED LIMITS.

5. KEEP DRIVEWAYS AND ENTRANCES SERVING THE PREMISES CLEAR AND AVAILABLE TO OWNER AT ALL TIMES. DO NOT USE THESE AREAS FOR STORAGE OF MATERIALS. SCHEDULE DELIVERIES TO MINIMIZE SPACE AND TIME REQUIREMENTS FOR STORAGE OF MATERIALS AND EQUIPMENT.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND SAFE KEEPING OF MATERIALS AND EQUIPMENT STORED ON SITE.
01 26 -CONTRACT MODIFICATIONS PROCEDURE

1. MAINTAIN DETAILED RECORDS OF WORK DONE ON A TIME AND MATERIAL BASIS. PROVIDE FULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED CHANGES, AND TO SUBSTANTIATE COSTS OF CHANGES IN THE WORK.

2. DOCUMENT EACH QUOTATION FOR A CHANGE IN COST OR TIME WITH SUFFICIENT TIME TO ALLOW EVALUATION.

ON REQUEST, PROVIDE ADDITIONAL INFORMATION TO SUPPORT COMPUTATIONS.

3. FOR EACH CHANGE, FURNISH A DETAILED WRITTEN PROPOSAL ITEMIZED ACCORDING TO GENERAL CONDITIONS, ARTICLE 7.

4. CONDITIONS REQUIRING CLARIFICATION SHALL BE ADDRESSED IN REQUESTS FOR INFORMATION (RFI). SUBMIT RFIs FROM THE CONTRACTOR'S OFFICE OR FIELD OFFICE ONLY. RFIs FROM SUBCONTRACTORS OR SUPPLIERS WILL NOT BE ACCEPTED.

5. ARCHITECT'S OR CONSULTANTS' RESPONSE SHALL NOT BE CONSTRUED AS A CHANGE ORDER OR CHANGE DIRECTIVE, NOR DOES IT AUTHORIZE CHANGES IN THE CONTRACT SUM OR CONTRACT TIME.

6. SUBMIT RFIs ON CONTRACTOR'S TYPICAL RFI FORM. IF A WEB-BASED PROJECT MANAGEMENT TOOL IS USED, ALL RFIs SHALL HAVE AT LEAST ONE DOWNLOADABLE ATTACHMENT.

7. THE ARCHITECT WILL ADVISE OF MINOR CHANGES IN THE WORK NOT INVOLVING AN ADJUSTMENT TO CONTRACT

SUM OR CONTRACT TIME, AS AUTHORIZED BY THE OWNER/ARCHITECT AGREEMENT, BY ISSUING SUPPLEMENTAL INSTRUCTIONS.

8. THE ARCHITECT MAY ISSUE SUPPLEMENTAL INSTRUCTIONS WHICH INCLUDE A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH SUPPLEMENTARY OR REVISED DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL PREPARE AND SUBMIT AN ESTIMATE WITHIN 10 DAYS.

9. THE CONTRACTOR MAY PROPOSE A CHANGE BY SUBMITTING A REQUEST FOR CHANGE TO THE OWNER'S

REPRESENTATIVE, DESCRIBING THE PROPOSED CHANGE AND ITS FULL EFFECT ON THE WORK, A DESCRIPTION OF

THE REASON FOR THE CHANGE, AND THE EFFECT ON THE CONTRACT SUM AND CONTRACT TIME WITH FULL DOCUMENTATION AND A DESCRIPTION OF THE EFFECT ON THE WORK BY SEPARATE OR OTHER CONTRACTORS.

DOCUMENT REQUESTED SUBSTITUTIONS IN ACCORDANCE WITH SECTION 01 33 00.

10. FOR ALLOWANCE-COST ADJUSTMENT, BASE EACH CHANGE OF CONTRACT PROPOSAL ON THE DIFFERENCE

BETWEEN THE ACTUAL PURCHASE AMOUNT AND THE ALLOWANCE, MULTIPLIED BY THE FINAL MEASUREMENT OF WORK-IN-PLACE. WHERE APPLICABLE, INCLUDE REASONABLE ALLOWANCES FOR CUTTING LOSSES, TOLERANCES, MIXING WASTES, NORMAL PRODUCT IMPERFECTIONS, AND SIMILAR MARGINS.

11. SUBMIT CLAIMS FOR INCREASED COSTS BECAUSE OF A CHANGE IN SCOPE OR NATURE OF THE ALLOWANCE

DESCRIBED IN THE CONTRACT DOCUMENTS, WHETHER FOR THE PURCHASE ORDER AMOUNT OR THE CONTRACTOR'S HANDLING, LABOR, INSTALLATION, OVERHEAD, AND PROFIT. SUBMIT CLAIMS WITHIN 21 DAYS OF RECEIPT OF THE CHANGE OF CONTRACT AUTHORIZING WORK TO PROCEED. THE OWNER WILL REJECT CLAIMS SUBMITTED LATER THAN 21 DAYS.

12. PROMPTLY REVISE SCHEDULE OF VALUES AND APPLICATION FOR PAYMENT FORMS TO RECORD EACH AUTHORIZED CHANGE OF CONTRACT AS A SEPARATE LINE ITEM AND ADJUST THE CONTRACT SUM.

13. PROMPTLY REVISE PROGRESS SCHEDULES TO REFLECT ANY CHANGE IN CONTRACT TIME, REVISE SUB- SCHEDULES TO ADJUST TIMES FOR OTHER ITEMS OF WORK AFFECTED BY THE CHANGE, AND RESUBMIT. 01 33 -SUBMITTAL AND SUBSTITUTION PROCEDURE

1. SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THEIR PURPOSE IS TO DEMONSTRATE HOW THE CONTRACTOR INTENDS TO CONFORM TO THE CONTRACT DOCUMENTS.

2. ARCHITECT AND CONSULTANT REVIEW OF SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING FOR

COMPLIANCE WITH THE CONTRACT DOCUMENTS, NOT FOR DETERMINING THE ACCURACY OR COMPLETENESS OF OTHER DETAILS SUCH AS DIMENSIONS AND QUANTITIES. SUCH REVIEW DOES NOT APPROVE SAFETY MEASURES OR CONSTRUCTION MEANS AND METHODS.

3. PREPARE A SUBMITTAL SCHEDULE FOR ARCHITECT'S REVIEW WITHIN 30 DAYS OF THE COMMENCEMENT OF CONSTRUCTION. NUMBER EACH SUBMITTAL. MAINTAIN THE SAME NUMBERING SCHEME FOR RESUBMITTALS, ADDING .1, .2, .3, ETC., AS NECESSARY.

4. ALL SUBMITTALS SHALL COME THROUGH THE CONTRACTOR. SUBMITTALS FROM ANY OTHER SOURCE WILL BE RETURNED WITH NO ACTION TAKEN.

5. SUBMITTALS SENT TO THE ARCHITECT FOR REVIEW SHALL BEAR A STAMP BY THE CONTRACTOR VERIFYING THE CONTRACTOR HAS:

A. REVIEWED AND APPROVED THE SUBMITTAL.

B. DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS AND OTHER CRITERIA RELATED THERETO, OR WILL DO SO.

C. CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE WORK AND CONTRACT DOCUMENTS.

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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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Specifications
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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02/24/2026 C7 13 of 159

UP
WD
WH
WH
FD

26.04 26.05

26.03 26.03

32.01 26.05 10.01

26.03 33.0233.01

26.04 26.05

26.03 33.05

33.04 33.03

33.06 26.05 33.09

33.07 33.08 33.07

26.02 26.05

33.06 26.0326.03

26.03 26.03

32.02 32.03

26.02 32.04

32.06 32.05

32.05 (E) TRASH

12.01 32.09

32.09 32.09

32.09 26.01

26.01 32.10
A1.1
5 A1.1
17 A1.2
5 A1.1
16 32.08
7 A1.1
TYP.

32.11 32.12

32.13 32.1432.13

32.13 32.13

32.13 32.06

BUILDING A

BUILDING B

SANTA FE PLACE

POSTAL WAY

10.02 32.19

32.19 32.19
30' - 0"
30' - 0"
30 '

0 "
30' - 0"
30' - 0"

10.03 32.21 32.21
A1.1
12 A1.1
21 32.22

32.23 (E
)

F
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E

L
A
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E
20 '

0 "
(E
)

F
I
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E

L
A
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E
20 '

0 "

SETBACK
41'-0".

A1.1
22 27.06

32.24 28.02

10.07 10.07
11 '

1 "
11 '

1 "
5'
-

0 "
12 '

0 "
10 '

0 "
(5
)

a
t

9 '
-
9 "

+
/
-

E
A
.
49 '

2 "
(5
)

a
t

9 '
-
9 "

+
/
-

E
A
.
49 '

2 "
(5
)

a
t

9 '
-
9 "

+
/
-

E
A
.
49 '

2 "
(14) at 10'-0" EACH
140' - 0"
15 (8) at 10'-0" EACH
80' - 0"
(9) at 9'-8" EACH
87' - 0"
(7) at 9'-10" EACH
68' - 10"
4 2
(2
)

a
t

1 0
'
-
0 "

E
A
.
20 '

0 "
5 5 5
1 12
(4) at 10'-1" +/- EA.
40' - 6"23' - 0"
(6) at 10'-0" EACH
60' - 0"
(E)
10' - 0"
18 9

27.09 18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"22'-9". 24 '

0 "
18 '

0 "
18'-0".
18' - 0"
25 '
-
5 "
.
17 '

0 "
2'
-

8 "
(E) FIRE LANE
20' - 0"
2 1/27/25 19' - 0"
2 2
WEST EAST 32.15
6 A1.1
2 3/12/25

10.05 2
3/12/25
3/4" SQUARE x 16 GA SMASH
POINT PICKETS AT 4-3/4" O.C.
1-1/2" SQUARE x 14 GA.

TOP RAIL
2-1/2" SQUARE x 14 GA. POSTS
8'-0" O.C. (TYPICAL)
12" DIAMETER x 24" DEEP

CONCRETE FOOTING (TYPICAL)
2 COATS OF PAINT, (TYPICAL)

PAINT COLOR TBD
O.C. TYP.
8'-0" NTS
6'
-

2 "

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4"
2'
-

0 "
7'
-

0 "
1-1/2" SQUARE x 14 GA.

BOTTOM RAIL
2% MAX SLOPE

CROSS SLOPE
2% MAX SLOPE

CROSS SLOPE

SMOOTH STEEL

KICK PLATE
10 "
42 "
WELDABLE GATE BOX WITH INTEGRAL STOP.

PROVIDE LOCKSET

EMBED STEEL POST
IN 12" DIA. x 24"

CONCRETE FOOTING

STEEL MESH AT GATE
& EXTEND 1' BOTH SIDES
1-1/2" SQUARE x 14 GA.

GATE FRAME
3/4" SQUARE x 16 GA.

SMASH POINT PICKETS
AT 4-3/4" O.C.
.
.
7'
-

0 "
MIN. CLR.
1' - 0"
MIN. CLEAR
2' - 0"
6'
-

2 "

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4"
2'
-

0 "
9' - 0"5' - 0"9' - 0"

32.05 32.06

32.20 32.19
18 '

0 "
3' - 0
"

32.18 (E) PLANTING AREA (E) PLANTING AREA

32.03 (E) FLARED

SIDES AT WALK,

TYPICAL
(E) BUILDING

3.01 ACCESSIBLE

PARKING
SIGNAGE1
A1.2

ACCESSIBLE

PARKING SIGNAGE,

WALL MOUNT
1 A1.2

32.25 32.20
9' - 0"5' - 0"
3' - 0
"
18 '

0 "
VERIFY
6' - 0"
6"
4'
-

0 "
6"

SLOPE DN

8.33% MAX

32.05 32.16

32.18 26.03

32.19 3.01

3.01 3.01 (E) PLANTING
AREA
(E) PLANTING
AREA
18 '

0 "
3'
-

0 "
3' - 0"
3' - 0
"

32.17 32.18

32.06 32.02

32.20 1
5' - 6"
3' - 6"
MIN. CLR.
2' - 0"

3.04 32.09

32.09 3.06 3.06

3.05 18"
4"10"4"
WHITE

PAINTED

STRIPES

32.12 32.03

32.20 5'
-

0 "
12 '

0 "
4' - 0"2' - 0"18' - 0"

32.18 3' - 0
"
4'
-

0 "
3' - 0
"

27.09 Sc
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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Site Plan
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9 2
1 0
8 1" = 20'-0"A1.1
10 Site
Keynotes

3.01 (E) 6" CONCRETE CURB

3.04 BACK OF (E) CONCRETE WALK

3.05 CONCRETE WALK

3.06 (E) CONCRETE WALK

10.01 (E) TOW-AWAY SIGNAGE

10.02 (E) TOW-AWAY SIGNAGE, REMOVE FROM POST AND FOOTING AND RELOCATE SIGN TO

NEW FENCE

10.03 MAILBOXES

10.05 KNOX KEY BOX. VERIFY MODEL AND MOUNTING LOCATION WITH FIRE DEPT

10.07 KNOX-VAULT SERIES 4400 KEY BOX, VERIFY FINAL LOCATION WITH FIRE DEPT.

RECESS MOUNT AT 5'-0" ABOVE STANDING SURFACE. PREMISES KEYS FOR ALL

BUILDING AREAS (GRAND MASTER SYSTEM KEYS) LABELED WITH APPROVED KEY

TAGS IDENTIFYING EACH DOOR OR AREA SERVED

12.01 BICYCLE PARKING, 8 BIKES

26.01 (E) ELECTRICAL SWITCHGEAR, PROTECT IN PLACE

26.02 (E) ELECTRICAL TRANSFORMER, PROTECT IN PLACE

26.03 (E) PARKING LIGHT POLE, SEE ELECTRICAL

26.04 (E) STREET LIGHT

26.05 (E) ELECTRICAL VAULT

27.06 27.09

28.02 AUTOMATIC GATES SHALL BE EQUIPPED WITH SENSORS CAPABLE OF DETECTING

EMERGENCY VEHICLE STROBE LIGHTS FROM ANY DIRECTION OF APPROACH (TOMAR "STROBESWITCH" OR APPROVED EQUAL) AND KNOX KEY-OPERATED ELECTRIC SWITCHES KEYED TO FIRE DEPT SPECIFICATIONS. BOTH THE STROBE DETECTOR AND

THE KEY SWITCH SHALL OVERRIDE ALL GATE FUNCTIONS AND OPEN THE GATE

32.01 (E) MONUMENT SIGN

32.02 ACCESSIBLE PATH STRIPING WITH STRIPES 3'-0" O.C., FEDERAL BLUE NO. 15090

32.03 (E) ACCESSIBLE PATH STRIPING WITH STRIPES 3'-0" O.C., REPAINT FEDERAL BLUE NO. 15090

32.04 CURB CUT AND RAMP FOR ACCESSIBLE ROUTE

32.05 (E) PAINTED ACCESSIBLE PARKING SYMBOL, REPAINT FEDERAL BLUE NO. 15090 WITH

WHITE BORDER

32.06 PAINTED ACCESSIBLE PARKING SYMBOL, FEDERAL BLUE NO. 15090 WITH WHITE BORDER

32.08 (E) VEHICULAR GATE, PROTECT IN PLACE

32.09 7'-0" HIGH PERIMETER FENCE, TUBULAR STEEL, PAINTED BLACK, MATCH DESIGN OF

VEHICULAR GATES

32.10 CONCRETE APRON

32.11 (E) CONCRETE WHEELSTOP

32.12 CONCRETE WHEELSTOP

32.13 (E) DOUBLE PARKING STRIPE WITH HALF-ROUND END, REPAINT WHITE PER DETAIL 11/A1.1

32.14 18" WIDE DOUBLE PARKING STRIPE WITH HALF-ROUND END, PAINT WHITE PER DETAIL 11/A1.1

32.15 PEDESTRIAN GATE, PAINTED TUBULAR STEEL, MATCH DESIGN OF VEHICULAR GATES

32.16 (E) PAINTED ACCESSIBLE AISLE 5'-0" WIDE WITH STRIPES 3'-0" O.C., REPAINT FEDERAL BLUE NO. 15090

32.17 PAINTED ACCESSIBLE AISLE 5'-0" WIDE WITH STRIPES 3'-0" O.C., FEDERAL BLUE NO. 15090

32.18 WHITE PAINTED LETTERS 12" HIGH

32.19 DETECTABLE WARNING

32.20 (E) SINGLE STRIPE, REPAINT FEDERAL BLUE NO. 15090

32.21 (E) CHAIN LINK GATES

32.22 GATE OPERATOR

32.23 (E) GATE CODE PEDESTAL, VERIFY LOCATION

32.24 REMOVE ALL (E) SPEED BUMPS AND/OR SPEED CONTROL DIPS THAT MAY INTERFERE

WITH EMERGENCY APPARATUS RESPONSES

32.25 SINGLE STRIPE, PAINT FEDERAL BLUE NO. 15090

33.01 (E) WATER METER

33.02 (E) BACK FLOW PREVENTER

33.03 (E) FIRE HYDRANT

33.04 (E) POST INDICATOR VALVE

33.05 (E) FIRE DEPARTMENT CONNECTION

33.06 (E) COMMUNICATIONS VAULT

33.07 (E) SEWER VAULT

33.08 (E) SEWER CLEANOUT

33.09 (E) UTILITIES VAULT
1/2" = 1'-0"A1.1
7 Perimeter Fence Metal
1/2" = 1'-0"A1.1
6 Perimeter Gate Metal
1/4" = 1'-0"A1.1
17 Accessible Parking 3
1/4" = 1'-0"A1.1
5 Accessible Parking 2
1/4" = 1'-0"A1.1
16 Accessible Parking 1
1/4" = 1'-0"A1.1
12 Postal Gate Plan
1 3/4" = 1'-0"A1.1
21 Typical Parking Stripe
1/4" = 1'-0"A1.1
22 Accessible Parking 4
2 NORTH
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
02/24/2026 C7 14 of 159

5'
-

0 "
12 '

8 "
MIN. CLEAR
5' - 0"

4.01 3.01

4.01 5-YARD BIN,

TYPICAL
9' - 4"3' - 4"1' - 4"
2 A1.2

26.03 6"
6"
14' - 0"

5.07 22
A1.2
2 2

4.01 12.01
16 A1.2 5.06

4.01 12.01
A1.2
11 16
A1.2
4'
-

3 "
6'
-

0 "
3'
-

2 "
6'
-

0 "

4.01 12.01
16 A1.2

CENTER LINE WALL AND POST

CMU WALL PER PLAN

TUBE STEEL POST PER

STRUCTURAL
2" HEAVY DUTY HINGE

CONTINUOUSLY WELDED TO

GATE AND POST
16 GA. RIBBED

METAL GATE
L2x2x.25 STEEL

GATE FRAME
2"
42 "
6'
-

0 "
2"

CONCRETE
BLOCK

ENCLOSURE

WELDABLE

GATE BOX WITH

INTEGRAL STOP

CORRRUGATED

METAL GATE,

MATCH TRASH

ENCLOSURE
GATES
3/16"
3"3"1 1/2"
7 1
/
2 "
3"
3"
1 1
/
2 "
5/8" DIA.

ANCHORS
1/4" THICK STEEL

BASE PLATE

STEEL POST

PER PLAN
7 1/2"
5 1/2"2"
5 1
/
2 "
2"
11 A1.2
3 3/16"
5/8" DIA. THREADED ROD WITH 3" MIN. EMBED.

INSTALL WITH SIMPSON ET-3G EPOXY (ICC
ESR-5309). SPECIAL INSPECTION REQUIRED

CMU CAP

STEEL BASE PLATE

PER PLAN
HSS4x4X1/4, PAINTED
M
I
N
.
3"
HE
I
G
H
T

P
E
R

E
L
E
V
A
T
I
O
N
S
1000S162-54 ROOF

JOISTS, PAINTED

METAL ROOF DECK PER

ROOF PLAN, PAINTED
(3) #10 HEX HEAD SELF

DRILLING ZINC SCREWS
3 #12 HEX HEAD SELF-DRILLING ZINC SCREWS
WITH HPDM WASHER 16" O.C. MAX.
3 FINISH GRADE

DOOR JAMB POST TO BE

EMBEDDED IN CONCRETE

AS SHOWN
1' - 6"
36 "
.
1"
6"3"3"
3/4" SOLID SLIDE BOLT1" PIPE TYP.

DOOR DOOR
2' - 6"
4"
4"

SEE PLAN
M
I
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.
6"
2" CMU CAP
(2) #4 HORIZONTAL AT TOP
#4 VERTICAL 24" O.C.
#4 HORIZONTAL 24" O.C.

SPLIT FACE EXTERIOR

PRECISION FACE INTERIOR
4" CONCRETE SLAB
12 "
3"
3"
2500 PSI CONCRETE
FOOTING WITH (3) #4
1/2" ROUND CORNERS
M
I
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.

L
A
P
2'
-

0 "
#4 VERTICAL 24" O.C. WITH

ALTERNATING BENDS INTO

CONCRETE FOOTING
GRADE
8x8x16 INTEGRAL COLOR CMU,

COLOR PER ELEVATIONS
6'
-

0 "
M
I
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.
1'
-

8 "
9"
1'
-

0 "
80 "

A
B
O
V
E

F
I
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I
S
H

G
R
A
D
E

PARKING ONLY

MINIMUM FINE
$250

VAN ACCESSIBLE
1" HIGH

LETTERING

ALL DISABLED PARKING SIGNS SHALL CONFIRM TO CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, SIGNS R99(CA) AND R100B(CA)

WHITE SYMBOL OF

ACCESSIBILITY ON DARK

BLUE BACKGROUND
70" SQ. IN. MIN. GALV.

SIGN W/ REFLECTIVE
PAINT

ADDITIONAL SIGN AT VAN

ACCESSIBLE SPACE
2" X 2" X 1/4" PAINTED

GALVANIZED STEEL TUBE SET

INTO CONCRETE (POST NOT

REQUIRED AT WALL)
11 1
/
2 "

COLD FORMED

CLOSURE PANEL

METAL ROOF DECK

PER ROOF PLAN

METAL ROOF JOIST

PER DETAIL
1000C250-54

RIM JOIST

COLD FORMED

CLOSURE PANEL

CORRUGATED

ROOF DECK
1000C250-54

RIM JOIST

COLD FORMED

CLOSURE PANEL
1000C250-54

RIM JOIST
#12 HEX HEAD SELF-

DRILLING ZINC

SCREWS WITH HPDM
WASHER 16" O.C. MAX.
#12 HEX HEAD SELF-

DRILLING ZINC

SCREWS WITH
HPDM WASHER 16"
O.C. MAX., TYPICAL

AT ROOF DECK TO

FRAMING
3 3

4.01 5.06

5.07 22
A1.2
2 A1.2 1" / 1'-0"
2'
-

0 "
2' - 0"
2'
-

0 "
2' - 0"

5.06 3
6" DIA. PIPE BOLLARD,
SCHEDULE 80, FILL

WITH CONCRETE
3'
-

0 "
3'
-

0 "

CONCRETE FOOTING
6"

DIAMETER
18"
3"

CONCRETE SLAB
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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Site Details
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Oct. 6, 2025
992
95 2

9 5
8 P
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W
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2 0
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9 2
1 0
8 1/4" = 1'-0"A1.2
5 Trash Enclosure Plan
1/4" = 1'-0"A1.2
18 Trash East Elevation
1/4" = 1'-0"A1.2
13 Trash North Elevation
1/4" = 1'-0"A1.2
3 Trash South Elevation
1/4" = 1'-0"A1.2
8 Trash West Elevation
Keynotes

3.01 (E) 6" CONCRETE CURB

4.01 8" SPLIT FACE CONCRETE BLOCK, PRECISION INTERIOR FACE,

ANGELUS BLOCK, TAN, OR APPROVED EQUAL

5.06 VERCO B-DECK OR APPROVED EQUAL. PAINT BROWN, SHERWIN WILLIAMS SW 6173, SEMI-GLOSS

5.07 6" DIAMETER PIPE BOLLARD IN CONCRETE FOOTING, FILL PIPE

WITH CONCRETE

12.01 BICYCLE PARKING, 8 BIKES

26.03 (E) PARKING LIGHT POLE, SEE ELECTRICAL
1 1/2" = 1'-0"A1.2
7 Trash Gate Post
1/2" = 1'-0"A1.2
6 Trash Enclosure Man Gate Elevation
3" = 1'-0"A1.2
12 Trash Enclosure Post Base Plate
1 1/2" = 1'-0"A1.2
11 Trash Enclosure Post Elevation
1 1/2" = 1'-0"A1.2
21 Trash Enclosure Post Footing
1 1/2" = 1'-0"A1.2
17 Trash Enclosure Slide Bolt
3/4" = 1'-0"A1.2
20 Trash Enclosure Wall Section
1 1/2" = 1'-0"A1.2
1 Accessible Parking Signage
1 1/2" = 1'-0"A1.2
16 Roof Edge
1/4" = 1'-0"A1.2
2 Trash Section
1/4" = 1'-0"A1.2
10 Trash Enclosure Roof Plan
3/4" = 1'-0"A1.2
22 Pipe Bollard
No. Description Date
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
02/24/2026 C7 15 of 159

Door Notes

1. ALL EGRESS DOOR OPERATION SHALL COMPLY WITH CBC 1010.1.9 THROUGH 1010.1.9.12.

2. EXCEPT AS PERMITTED BY CBC 1010.1.9 EGRESS DOORS SHALL BE READILY OPENABLE

FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

3. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS OF GROUP R OCCUPANCIES HAVING AN OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO BE EQUIPPED WITH A

NIGHT LATCH, DEAD BOLT OR CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL (CBC 1010.1.9.4.4).

4. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS

SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE

AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE-MOUNTED HARDWARE (1010.1.9.4.3).

5. IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS AND GROUP B

THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY- OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: THE LOCKING

DEVICE IS READILY DISTINGUISHABLE AS LOCKED AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND.

6. THE USE OF THE KEY-OPERABLE LOCKING DEVICE MUST BE REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE (CBC 1010.1.9.4.2.3).

7. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED (CBC 1010.1.9.5).

8. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE NONREMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION.

9. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS

IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG.

10. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE

CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.

11. WOOD DOORS SHALL BE 1-3/4" MIN. THICK WITH SOLID CORE CONSTRUCTION. HOLLOW METAL DOORS SHALL BE MIN. 16 GAUGE STEEL. DOOR STOPS AT IN-SWINGING DOORS

SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB.

12. ALL GLASS OVER 9 SQUARE FEET IN AREA WITHIN 18" OF FLOOR OR 36" OF GRADE, AND

GLASS DOORS AND WALL PANELS SHALL BE LAMINATED OR FULLY TEMPERED (CBC 2406.4.3).

13. ALL GLAZING SHALL COMPLY WITH CBC SECTION 2400

14. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISHED FLOOR.

CBC 11B-404.2.7. LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT. CBC 1010.1.9.2

15. DOOR AND WINDOW MANUFACTURERS SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL EXTERIOR DOORS AND WINDOWS INDICATING COMPLIANCE WITH TITLE 24.

16. CONTRACTOR SHALL FULLY INSULATE ALL DOORS, WINDOWS, AND OTHER JOINTS IN THE EXTERIOR WALLS IN COMPLIANCE WITH TITLE 24.

17. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBF FOR EXTERIOR AND

INTERIOR 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 AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT

TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWED BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBF. CBC 11B-404.2.9

18. LABELED PROTECTIVE ASSEMBLIES: FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80, AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. CBC 716.3.5

19. DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST (CBC 1010.1.9.1). THE UNLATCHING OF ANY DOOR OR LEAF, EXCEPT AT GUEST ROOMS, SHALL NOT REQUIRE MORE THAN ONE OPERATION. CBC 1010.1.9.3 ITEM 4, 1010.1.9.5 EXCEPTION 4

20. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FIRE DOORS TO THE BUILDING INSPECTOR. CBC 716

21. MINIMUM DOOR WIDTH FOR HUMAN PASSAGE SHALL BE NOT LESS THAN 32 INCHES CLEAR. CBC 1010.1.1

22. NO FLOOR MOUNTED DOOR STOPS ARE PERMITTED

23. FIRE DOOR ASSEMBLIES IN EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A MAXIMUM TRANSMITTED TEMPERATURE END POINT OF NOT MORE THAN 450 DEGREES (F) ABOVE AMBIENT AT THE END OF 30 MINUTES OF STANDARD FIRE TEST EXPOSURE.

MAXIMUM TRANSMITTED TEMPERATURE RISE IS NOT LIMITED IF EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH CBC 903.3.1.1 (CBC 716.3.4)

24. STOREFRONT DOOR STILES SHALL BE WIDE (6" NOMINAL, 5-1/2" MIN). WIDER STILES MAY BE REQUIRED WHERE CARD READERS ARE MOUNTED ON DOORS.

25. DOOR HARDWARE, COLOR, AND FINISH SHALL COORDINATE WITH INTERIOR DESIGN THEME.

26. FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 1/3 HOUR WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIER WALLS WITH A FIRE-RESISTANCE RATING PER TABLE 716.5 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT HOSE STREAM TEST. CBC 716.3.4

27. FIRE DOORS SHALL BE SELF-OR AUTOMATIC-CLOSING AND SHALL BE EQUIPPED WITH A LATCH TO SECURE THE DOOR IN THE CLOSED POSITION. CBC 716.2.6.1 AND 716.2.6.2

28. FIRE DOORS, FRAMES, HARDWARE, AND ACCESSORIES THAT COMPRISE A FIRE DOOR ASSEMBLY SHALL BE LISTED FOR USE IN SUCH INSTALLATIONS. WHERE PANIC HARDWARE IS NOTED IN SCHEDULE IT SHALL BE FIRE EXIT HARDWARE.

29. AUTOMATIC SLIDING/BREAKAWAY DOORS SHALL BE STANLEY ACCESS DURA-GLIDE, ICC- ESR 1751, OR APPROVED EQUAL AND SHALL COMPLY WITH CBC 1010.1.4.3

30. GLASS COLOR OF ENTRANCE DOORS AND FINISH OF ALUMINUM STOREFRONTS PER

BUILDING ELEVATION DRAWINGS

31. PROVIDE ACCESSIBLE REMOTE CARD READERS AT ALL EXTERIOR ENTRANCE DOORS,

INCLUDING MAIN ENTRY, FITNESS CENTER, BUSINESS CENTER, MEETING ROOMS,

GUEST LAUNDRY

32. DOOR FRAMES IDENTIFIED AS "KD" SHALL BE PREFINISHED TIMELY. DOOR FRAMES IDENTIFIED AS "HM" SHALL HAVE A PAINTED FINISH.

33. MEETING ROOMS MUST HAVE A TAMPER PROOF 1-WAY VIEWER LOOKING INTO MEETING ROOM

34. ALL CHANGES IN LEVEL AT FLOOR TRANSITION PERMITTED TO BE 1/4" MAXIMUM OR 1/2" W/ 1:2 SLOPE (TYPICAL ALL THRESHOLDS)

35. DOOR FRAMES SHALL HAVE SILENCER BUTTONS UNLESS GASKETS ARE SPECIFIED.

36. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE INSULATED.

37. FILL ALL VOIDS ON THRESHOLDS WITH SEALANT TO MATCH GROUT.

38. DOORS SERVING A GROUP A OCCUPANCY, OR AN ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC OR FIRE EXIT HARDWARE.

CBC 1010.1.9.4

39. DOOR FRAME THROAT DIMENSIONS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR AND DOOR SUBCONTRACTOR PRIOR TO PURCHASING.

1. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF WINDOW FRAMING AND GLAZING.

2. ALL EXTERIOR WINDOWS TO BE 1" DOUBLE GLAZED CLEAR GLASS. WHERE ALUMINUM FRAMES ARE USED, USE THERMALLY BROKEN FRAMES.

3. DOUBLE INSULATED ROOM UNIT GLAZING SHOULD BE DESIGNED FLUSH TO THE EXTERIOR FRAME TO PREVENT WATER BUILD-UP AND DIRT RETENTION.

4. WINDOW UNITS MAY USE ANNEALED GLASS WHERE PERMITTED.

5. PROVIDE INSECT SCREEN FOR ALL OPERABLE WINDOWS.

6. ALL OPENABLE WINDOWS, ONCE OPENED, MUST REMAIN IN THE OPEN POSITION WITHOUT HAVING TO BE PROPPED OPEN. ALL WINDOW SECTIONS MUST MEET OR EXCEED AWMA SPECIFICATIONS FOR COMMERCIAL WINDOWS.

7. "T" INDICATES AREA OF TEMPERED (SAFETY) GLAZING.

8. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A BOTTOM OF CLEAR OPENING HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR.

9. FOR TYPICAL WINDOW FLASHING, SEE DETAIL

10. SAFETY GLAZING IN COMPLIANCE WITH CBC SECTION 2406.1.1 THROUGH 2406.1.4 SHALL

BE PROVIDED WHERE HAZARDOUS CONDITIONS EXIST AS DEFINED BY CBC SECTION 2406.3.

11. ALL GLAZING SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN CBC CHAPTER

24. 12. ALL EXTERIOR GLAZING SYSTEMS SHALL BE DESIGNED TO RESIST WIND LOADS AS SPECIFIED IN CBC 2404 & 1609A.

13. DOOR AND WINDOW MANUFACTURERS SHALL PROVIDE A CERTIFICATE OF COMPLIANCE

FOR ALL EXTERIOR DOORS AND EXTERIOR WINDOWS INDICATING COMPLIANCE WITH TITLE 24.

14. CONTRACTOR SHALL FULLY INSULATE INSIDE AND OUT ALL DOORS, WINDOWS, THRU-

WALL FIBERGLASS HVAC WALL SLEEVES AND OTHER JOINTS IN THE EXTERIOR WALLS IN COMPLIANCE WITH TITLE 24.

15. ALL EXTERIOR WINDOW AND DOOR GLASS TO COMPLY WITH THE FOLLOWING REQUIREMENTS:

DUAL PANE, LOW E CLEAR GLAZING.

SHGC = 0.23 MAX.

U-FACTOR = 0.34 MAX.

16. RESERVED

17. WINDOW FRAMES SHALL BE VINYL, UNLESS NOTED OTHERWISE. COLOR TBD.

18. WINDOWS SHALL COMPLY WITH STC REQUIREMENTS IN THE PROJECT ACOUSTICAL REPORT.

19. RESERVED.

20. WIRES IN WIRE GLASS SHALL BE VERTICAL AND HORIZONTAL.

21. THE QUANTITY COLUMN IN THE WINDOW SCHEDULE IS A CONVENIENCE FOR THE CONTRACTOR. DO NOT RELY ON THE QUANTITIES SHOWN. VERIFY ALL QUANITITIES BEFORE ORDERING WINDOWS.

22. AT HORIZONTAL SLIDING WINDOWS, SEE FLOOR PLANS FOR HANDING. INTERIOR SASH IS OPERABLE.

Window Notes
/5 A3.2
2 2 12/18/24
2 2/25/25
2 12/30/24

1. ALL INTERIOR FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH IBC 803 AND TABLE 803.9.

2. FINISH MATERIAL SHALL BE APPLIED DIRECTLY TO 1 OR 2 HOUR RATED WALL OR CEILING NON-COMBUSTIBLE CONSTRUCTION, OR TO FURRING STRIPS NOT EXCEEDING 1 3/4". THE

FURRED SPACE SHALL BE FILLED WITH INORGANIC OR CLASS I MATERIAL OR FIRE STOPPED NOT TO EXCEED 8' IN ANY DIRECTION.

3. FINISH MATERIALS SET OUT OR DROPPED MORE THAN 1 3/4" FROM FIRE-RATED WALLS OR CEILINGS SHALL BE CLASS I, OR SPRINKLERED ON BOTH SIDES, OR FURRING STRIPS.

4. HANGERS AND ASSEMBLY MEMBERS OF DROPPED CEILINGS BELOW A ONE-HOUR

CEILING ASSEMBLY SHALL BE NON-COMBUSTIBLE MATERIALS, OR FIRE-RETARDANT TREATED WOOD.

5. ALL INTERIOR WALL OR CEILING FINISHES LESS THAN 1/4" THICK SHALL BE APPLIED DIRECTLY AGAINST A NON-COMBUSTIBLE BACKING.

6. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE IBC.

7. FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, DURABLE AND LIGHT IN COLOR. (NOTE: LIGHT COLORED IS DEFINED AS HAVING A LIGHT REFLECTANCE VALUE OF 70% OR GREATER.)

8. RESERVED

9. ALL INTERIOR FLOOR FINISHES ARE TO BE SLIP RESISTANT WITH LESS THAN OR EQUAL TO 0.6 FRICTION COEFFICIENT FACTOR.

10. RESERVED

11. THE FLAME SPREAD INDEX OF INTERIOR FINISHES IN SPRINKLERED BUILDINGS SHALL BE PROVIDED IN ACCORDANCE WITH IBC TABLE 803.9, AS FOLLOWS:

CLASS A -INT. EXIT STAIRWAYS, RAMPS, AND PASSAGES

CLASS B -CORRIDORS, LOBBIES, AND EXIT ACCESS ENCLOSURES

CLASS C -ROOMS AND CLOSED SPACES

12. OPAQUE ACRYLIC CORNER GUARDS ARE REQUIRED AT WALL DIRECTION CHANGES IN HIGH TRAFFIC AREAS. THEY MUST BE A SOLID COLOR TO MATCH THE WALLCOVERING AND MUST BE SELF-ADHESIVE. EXPOSED SCREWS OR OTHER FASTENER ARE NOT PERMITTED.

13. ALL WALL COVERING SHALL BE CLASS 'A' AND COMPLY WITH FEDERAL SPECIFICATIONS CCS 408A AND CFFA W101 A, B, & C.

14. ALL WALLCOVERING ADHESIVES SHALL BE STRIPPABLE AND SHALL CONTAIN MILDEW INHIBITORS.

15. CURTAINS, DRAPES AND OTHER DECORATIVE MATERIALS SUSPENDED FROM WALLS OR

CEILINGS SHALL MEET THE FLAME SPREAD PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE WITH 806.2, OR BE NON-COMBUSTIBLE. IBC 806.1

16. FLOORING: LUXURY VINYL TILE OVER SELF-LEVELING COMPOUND.

1. PAINTED WALLS AND CEILINGS TO RECEIVE ONE COAT OF PRIMER AND 2 COATS OF SEMI- GLOSS ENAMEL.

2. BARE WOODWORK TO RECEIVE ON COAT OF PRIMER AND 2 COATS OF GLOSS ENAMEL.

3. CEILINGS AND WALLS TO BE THE SAME COLOR.

4. WALLS WITH VINYL WALL COVERING TO RECEIVE ONE COAT OF PRIMER.

R1. SEE ENLARGED GUEST ROOM PLANS FOR TILE PATTERN;
ENGINEERED STONE THRESHOLD AT BATH DOOR;
CT111 AND CT321 WALL TILE AT BATH AND SHOWER ALCOVES.

R2. STAIR NOSING BURKE #565 OR EQUIVALENT.

R3.FRP TO 48" A.F.F. AT WET WALLS.

R4.CT WAINSCOT TO 48" A.F.F.

R5.THRESHOLD PVC 180 AT UNIT ENTRIES.

R6.SOFFIT OVER BED P311.

R7.HEADBOARD WALL ACCENT VINYL WC312 WALL OPPOSITE HEADBOARD P346.

R8.VANITY WALL WC306A.

R9.CTBSF BASE AND CT WALLS TO CEILING, 24" PAST SIDES OF JANITOR SINK R10.TEXTURED QT PERMITTED IN WALKING PATHS, SMOOTH QT REQUIRED UNDER

EQUIPMENT
R11.CLEAR SEALER
R12.SEAMS IN SHEET VINYL SHALL BE HEAT WELDED

ACT ACOUSTIC CEILING TILE (TEGULAR EDGE IN PUBLIC AREAS)

C CONCRETE

CS CONCRETE, CLEAR SEALER

CPT CARPET

CT CERAMIC TILE
CTB 6" CERAMIC TILE BASE WITH 3/8" COVE
CTBSF 6" CERAMIC TILE BASE WITH SLIM FOOT 3/8" COVE

DP DUAL PANE

EP EPOXY FLOORING

FRP FIBERGLASS REINFORCED PLASTIC

GB GYPSUM BOARD, ORANGE PEEL TEXTURE

GC GYPSUM CONCRETE

GCS GYPSUM CONCRETE, CLEAR SEALER

HM HOLLOW METAL

KD KNOCK DOWN

LVT LUXURY VINYL TILE

MRGP MOISTURE RESISTANT GYPSUM BOARD

M MASONRY

MS MASONRY, CLEAR SEALER

PT PAINT

PL PLASTIC LAMINATE

QT QUARRY TILE
QTB 6" QUARRY TILE BASE WITH 3/8" COVE

T TEMPERED

TSRV TOP SET RUBBER OR VINYL

TSV TOP SET VINYL

RAF RUBBER ATHLETIC FLOORING

SACT SCRUBBABLE ACOUSTIC CEILING TILE

S SOLID CORE

SV SHEET VINYL

VACT VINYL ACOUSTIC CEILING TILE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING
VFGB VINYL FACED GYPSUM BOARD PANELS, 1/2"

WD WOOD

1. BATHROOM WALLS AND CEILINGS: ORANGE PEEL.

2. OTHER WALLS AND CEILINGS: LIGHT KNOCKDOWN.

Room Finish Notes

WALL AND CEILING TEXTURE

PAINTING REQUIREMENTS

ABBREVIATIONS LEGEND

FINISH SCHEDULE REMARKS
42 "
57 "
180-DEGREE

DOOR VIEWER,

ADDITIONAL

DOOR VIEWER

AT ACCESSIBLE
UNITS
A B

UNIT ENTRY HINGED SINGLE
FLUSH
C

HINGED SINGLE
FLUSH w/ LOUVERS

HIGH AND LOW

LOUVERS PER

MECHANICAL
3 A

HORIZONTAL SLIDING
B C
6' - 6"
5'
-

0 "
5' - 6"
5'
-

0 "
5' - 6"
4'
-

0 "

HORIZONTAL SLIDING HORIZONTAL SLIDING
D
5' - 0"
5'
-

0 "

HORIZONTAL SLIDING
E
4' - 6"
5'
-

0 "

HORIZONTAL SLIDING
F
4' - 0"
4'
-

0 "

HORIZONTAL SLIDING
G
4' - 0"
5'
-

0 "

SINGLE HUNG
H
3' - 6"
5'
-

0 "

SINGLE HUNG
J
3' - 0"
6'
-

0 "

SINGLE HUNG
K
3' - 0"
5'
-

0 "

SINGLE HUNG
M
2' - 6"
5'
-

0 "

SINGLE HUNG
N
2' - 0"
5'
-

0 "

SINGLE HUNG
L
3' - 0"
4'
-

0 "

SINGLE HUNG
P
2' - 0"
5'
-

0 "
FIXED
Q
2' - 0"
4'
-

0 "

SINGLE HUNG
R
4' - 0"
5'
-

0 "

HORIZONTAL SLIDING
3 1.ELECTRONIC LOCKSET AND DEADBOLT WITH 2-3/4"
BACKSET, 1" THROW, HEAVY DUTY 4" STRIKE PLATE
WITH 3" SCREWS, WALL STOP

2.PRIVACY LOCKSET

3.PASSAGE LATCHSET

4.LOCKSET

5. LOCKSET, THRESHOLD (SET IN MASTIC)

HARDWARE SETS
Sc
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Set Date
Dr
a
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n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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10 /
6 /
2 0
2 5

1 0
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Schedules
Ho
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Sa
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M
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Au
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Oct. 6, 2025
992
95 2

9 5
8 P
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W
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,

V
i
s
t
a
,

C
A

9 2
0 8
3 Ho
t
e
l

C
i
r
c
l
e

N
o
r
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,

S
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2 0
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9 2
1 0
8 Door Schedule
Mark
Room:

Name Description
Elevation
Type Width Height Thickness
Door
Material
Frame
Material
Hardware
Set Fire Rating Comments
A1 Elec Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing A2 Telecom Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing A4 WH Hinged Sgl Louver C 3' - 0"6' - 8"1 3/4"HM HM 5
B1 Elec Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing B2 Water Heater Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing B3 Storage Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing B4 Telecom Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing B5 Storage Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM Existing B6 Laundry Hinged Sgl B 3' - 0"6' - 8"1 3/4"HM HM 4
Door Schedule - Units
Type Mark Description
Elevation
Type Width Height Thickness
Door
Material
Frame
Material Unit Set No Fire Rating GR Closer Comments
U1 Entry Hinged Sgl A 3' - 0"6' - 8"1 3/4"HM WD 1
U1R Entry Hinged Sgl A 3' - 0"6' - 8"1 3/4"HM HM 1 1/3 HR ■ U2 Bath Hinged Sgl B 2' - 6"6' - 8"1 3/4"Comp KD 2
U2A Bath Acc Hinged Sgl B 3' - 0"6' - 8"1 3/4"Comp KD 2 U3 Bed Hinged Sgl B 3' - 0"6' - 8"1 3/4"Comp KD 2
U4 Closet Hinged Sgl B 2' - 6"6' - 8"1 3/4"Comp KD 3
Window Schedule
Count Type Mark Description Width Height
Frame
Material Glass Light Vent Comments
2 A Horz Slider 6' - 6" 5' - 0"Dual Pane, Low-E 26.00 13.65 7 B Horz Slider 5' - 6" 5' - 0"Dual Pane, Low-E 22.00 11.55 5 Bt Horz Slider 5' - 6" 5' - 0"Dual Pane, Low-E, Tempered 22.00 11.55 7 D Horz Slider 5' - 0" 5' - 0"Dual Pane, Low-E 20.00 10.50 7 E Horz Slider 4' - 6" 5' - 0"Dual Pane, Low-E 18.00 9.45 3 F Horz Slider 4' - 0" 4' - 0"Dual Pane, Low-E 12.80 6.72 13 G Sgl Hung 4' - 0" 5' - 0"Dual Pane, Low-E 14.60 8.00 15 H Sgl Hung 3' - 6" 5' - 0"Dual Pane, Low-E 12.78 7.00 4 Ht Sgl Hung 3' - 6" 5' - 0"Dual Pane, Low-E, Tempered 12.78 7.00 1 J Sgl Hung 3' - 0" 6' - 0"Dual Pane, Low-E 13.32 7.20 5 K Sgl Hung 3' - 0" 5' - 0"Dual Pane, Low-E 11.10 6.00 1 L Sgl Hung 3' - 0" 4' - 0"Dual Pane, Low-E 8.88 4.80
5 M Sgl Hung 2' - 6" 5' - 0"Dual Pane, Low-E 9.13 5.00
1 Nt Sgl Hung 2' - 0" 5' - 0"Dual Pane, Low-E, Tempered 7.30 4.00 1 Pt Fixed 2' - 0" 5' - 0"Dual Pane, Low-E, Tempered
2 Q Sgl Hung 2' - 0" 4' - 0"Dual Pane, Low-E 5.92 3.20
1 R Horz Slider 4' - 0" 5' - 0"Dual Pane, Low-E 16.00 8.40 1 X Fixed 4' - 0" 5' - 0" AL Existing Existing
2 2
2 2
DOOR TYPE U2X
REMOVED2
No. Description Date
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 3
DOOR A3
REMOVED3 3
3 02/24/2026 C7 16 of 159

7/8" EXTERIOR STUCCO

OVER METAL LATH OVER
30# BUILDING PAPER
2x4 OR 2x6 STUDS 16" O.C.

R15 BATT INSULATION AT
2x4 STUD WALLS, R21 AT
2x6 STUD WALLS
5/8" TYPE 'X'

GYPSUM BOARD
CBC TABLE 721.1 (1)
5-1/2”GLASS FIBER

INSULATION BATTS
STC 50 to 54
SOUND TESTS NRCC TL-93-098, TL-93-103,
IRC-IR-761, 3-98
1-HOUR FIRE
FIRE TESTS UL R14196, O5NK05371, 2-15-05,
UL DESIGN U309
GA FILE NOS. WP 3242 AND 3243 PLAN VIEW
RESILIENT CHANNELS 16" O.C.

ATTACHED AT RIGHT ANGLES TO
ONE SIDE OF STUDS WITH 1-1/4"

TYPE 'S' SCREWS

ONE LAYER TYPE X GYPSUM

WALLBOARD APPLIED PARALLEL

OR AT RIGHT ANGLES TO STUDS
SPACED 16" O.C. WITH 6d CEMENT
COATED NAILS, 1-7/8" LONG, 0.0915"
SHANK, 15/64" HEADS, 7" O.C.

STAGGER VERTICAL JOINTS 24"

FROM OPPOSITE SIDE
ONE LAYER 5/8" TYPE 'X' GYPSUM

BOARD APPLIED AT RIGHT ANGLES
TO CHANNELS WITH 1" TYPE 'S'
SCREWS 8" O.C. WITH VERTICAL

JOINTS LOCATED MIDWAY

BETWEEN STUDS
2x6 STUDS 16" O.C.

WATER RESISTANT GYPSUM

BOARD AT BATHROOMS

PROTECTIVE WRAP

AROUND DRAIN PIPE

AND HOT WATER LINE

REQUIRED CLEAR KNEE SPACE,
30" MINIMUM WIDE

MAXIMUM ALLOWABLE

TOE CLEARANCE

BASE PER ROOM

FINISH SCHEDULE

SINK PER PLUMBING

FIXTURE SCHEDULE

SIDES OF CABINET

AND BACK WALL

SHALL BE NON

ABSORBENT
27 "

M
I
N
I
M
U
M
34 "

M
A
X
I
M
U
M

EXTEND FINISH FLOOR

SURFACE UNDER

CABINET TO WALL

NO SHARP OR ABRASIVE

SURFACES PERMITTED

UNDER SINK

ACCESSIBLE FAUCET PER PLUMBING FIXTURE

SCHEDULE, OPERABLE WITH ONE HAND WITHOUT

TIGHT GRASPING, PINCHING OR TWISTING
19" MINIMUM
M
I
N
.
9"
MIN.
8"
(11" MIN.)
13"
MAX.
6"

TOP OF RIM AT OVERMOUNT SINKS,

OR COUNTERTOP AT UNDERMOUNT

PROTECTIVE WRAP

AROUND DRAIN PIPE

AND HOT WATER LINE

REQUIRED CLEAR KNEE
SPACE, 30" MINIMUM WIDE

MAXIMUM ALLOWABLE

TOE CLEARANCE

BASE PER ROOM

FINISH SCHEDULE

ACCESSIBLE LAVATORY PER

PLUMBING FIXTURE SCHEDULE

SIDES OF

CABINET AND

BACK WALL

SHALL BE NON

ABSORBENT
29 "

M
I
N
I
M
U
M
34 "

M
A
X
I
M
U
M

EXTEND FINISH

FLOOR SURFACE

UNDER CABINET

TO WALL

NO SHARP OR ABRASIVE

SURFACES PERMITTED

UNDER SINK

ACCESSIBLE FAUCET PER PLUMBING FIXTURE

SCHEDULE, OPERABLE WITH ONE HAND WITHOUT

TIGHT GRASPING, PINCHING OR TWISTING
19" MAXIMUM
27 "

M
I
N
I
M
U
M
M
I
N
.
9"
11" MIN.

MAX.
6"

TOP OF RIM AT OVERMOUNT LAVS,

OR COUNTERTOP AT UNDERMOUNT
MIN.
8"
36 "

M
A
X
33 "

M
I
N
.
10 "

M
A
X
.
8"
M
I
N
.
1' - 3"
6'
-

6 "

A
.

F
.

F
.
12" MAX.24" MIN.24" MAX.
36 "

M
A
X
.
33 "

M
I
N
.
48 "

M
A
X
.
2 1/2"24" MIN.
6'
-

1 0
"

A
.

F
.

EQ EQ

HAND SHOWER
WITH 59" LONG
MIN. HOSE
12" MIN.2 1/2"

TUB CONTROLS, OTHER THAN DRAIN STOPPER,

SHALL BE LOCATED WITHIN HATCHED AREA
12 "

M
I
N
.
2'
-

1 0
"
24" MAX.24" MIN.12" MAX.

REMOVABLE
SEAT
60" MIN. CLEAR
30 "

M
I
N
.

C
L
E
A
R
24 "

M
I
N
.
12" MIN.

GRAB BAR
30" x 60"
CLEAR
24" MIN.

GRAB BAR
54" MIN.
12" MAX.42" MIN.
24" MIN.
9" MAX.
7" MIN.
19 "
36 "

M
A
X
.

T
O

T
O
P

O
F

G
R
I
P
P
I
N
G

S
U
R
F
A
C
E
33 "

M
I
N
.

MIN.
12"
MIN.
12"
36" MIN.6" MAX.
19 "

M
A
X
.
17 "

M
I
N
.
36 "

M
A
X
.

T
O

T
O
P

O
F

G
R
I
P
P
I
N
G

S
U
R
F
A
C
E
33 "

M
I
N
.

FLUSH VALVE ON WIDE SIDE, 44" MAX. A.F.F.
11 3
4 A
.
7 .
1 36
"

M
I
N
.

C
L
E
A
R
1124A.7.1 EXC.
36" MIN.
18" MAX.
17" MIN.

VA
N
I
T
Y
48 "
1 2
3 4
5 6
7 8
9 10
11 12
P
OGM
BASIS OF DESIGN:

SALISBURY INDUSTRIES
3312 -TYPE II
#8 x 1-1/2" WAFER HEAD
SCREWS 24" INTO

FRAMING OR BLOCKING
#8 x 1/2" WAFER HEAD

SCREWS AT EACH JOIST

WHERE BRACE OCCURS
150F125-30 OR 162S125-30

LATERAL BRACE AT MID-SPAN

WHERE JOIST TOTAL SPAN IS
BETWEEN 7"-5" AND 9'-7"
5/8" TYPE 'X'

GYPSUM BOARD
250S125-30 AT 24" O.C.
(2) #8 x 1/2" WAFER

HEAD SCREWS WHERE

VERTICAL OCCURS
362S125-30 VERTICAL SUPPORT
WHERE JOIST TOTAL SPAN IS 9'-7"
OR MORE. AT EACH JOIST, 7'-5"
O.C. MAX.

FIRE-STOP SEALANT MATERIAL PER UL

LISTINGS BELOW

FIRE RATED FLOOR/

CEILING PER FIRE

ASSEMBLY DETAILS

PIPE OR OTHER

PENETRATION OF FIRE

RATED FLOOR/ CEILING

ASSEMBLY

FIRESTOP COLLAR PER UL

LISTINGS AT ABS AND PVC

PENETRATIONS
UL F-C-1009 METALLIC PIPE (HILTI)
UL F-C-2382 PVC AND ABS (HILTI)
UL F-C-2310 PEX (HILTI)

FIRE-STOP SEALANT MATERIAL

PER UL LISTINGS BELOW

FIRE RATED WALL PER FIRE

ASSEMBLY DETAILS

PIPE OR OTHER

PENETRATION OF FIRE

RATED WALL
UL W-L-1479 METALLIC PIPE (3M)
UL W-L-2385 PVC, CPVC & ABS (3M)
UL W-L-2186 PEX (HILTI)
UL W-L-2165 ENT (HILTI)
UL W-L-3001 ROMEX (3M)
MIN.
2' - 0"

MEMBRANE PENETRATIONS BY STEEL BOXES

1. MEMBRANE PENETRATIONS IN WALLS AND PARTITIONS WITH UP TO 2-HR RATINGS ARE PERMITTED FOR STEEL ELECTRICAL BOXES THAT DO NO EXCEED 16 SQ. IN. IN AREA, PROVIDED THAT THE AGGREGATE AREA OF THE OPENINGS DOES NOT EXCEED 100 SQ. IN. IN ANY 100 SQ. FT. OF WALL AREA. THE ANNULAR SPACE AROUND SUCH BOXES SHALL NOT EXCEED 1/8".

BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING MEANS:

1.1 A HORIZONTAL DISTANCE NOT LESS THAN 24" IN WALLS WITH NON-COMMUNICATING STUD CAVITIES.

1.2.A DISTANCE NOT LESS THAN THE DEPTH OF THE WALL CAVITY WHERE THE CAVITY IS

FILLED WITH CELLULOSE LOOSE-FILL, ROCK WOOL, OR SLAG MINERAL WOOL INSULATION.

MIN.

1.3.SOLID FIRE BLOCKING IN CONFORMANCE WITH CBC 717.2.1.

1.4.PROTECTING BOTH BOXES BY LISTED PUTTY PADS.

SOLID FIRE BLOCKING
D

LISTED PUTTY PAD

ON BOTH BOXES

1.5 OTHER LISTED MATERIALS AND METHODS.

MEMBRANE PENETRATIONS BY BOXES OF OTHER MATERIAL

2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED,

PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-TESTED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE AROUND SUCH BOXES SHALL NOT EXCEED 1/8" UNLESS LISTED OTHERWISE.

BOXES ON OPPOSITE SIDE OF THE WALL OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING MEANS:

2.1.THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING.

2.2.SOLID FIRE BLOCKING IN CONFORMANCE WITH CBC 718.2.2. SEE 1.3 ABOVE.

2.3.PROTECTING BOTH BOXES BY LISTED PUTTY PADS. SEE 1.4 ABOVE.

2.4.OTHER LISTED MATERIALS AND METHODS.

MEMBRANE PENETRATIONS OF BOXES ANY SIZE OR TYPE

3. MEMBRANE PENETRATIONS BY ELECTRICAL BOXES OF ANY SIZE OR TYPE, WHICH HAVE BEEN LISTED

AS PART OF A WALL OPENING PROTECTIVE MATERIAL SYSTEM FOR USE IN FIRE-RESISTANCE-RATED

ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING.

MEMBRANE PENETRATIONS BY BOXES OTHER THAN ELECTRICAL

4. MEMBRANE PENETRATIONS BY BOXES OTHER THAN ELECTRICAL BOXES, PROVIDED SUCH

PENETRATING ITEMS AND THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX, ARE

PROTECTED BY AN APPROVED MEMBRANE PENETRATION FIRES TOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER, AND SHALL HAVE AN F AND T RATING OF NOT LESS THAN THE

REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED AND BE INSTALLED IN ACCORDANCE WITH THEIR LISTING.

MEMBRANE PENETRATION BY SPRINKLER PIPE

5. THE ANNULAR SPACE CREATED BY THE PENETRATION OF AN AUTOMATIC SPRINKLER, PROVIDED IT IS COVERED BY A METAL ESCUTCHEON PLATE.

I-JOISTS 24"
O.C. MAX.
5/8" MIN. PLYWOOD

FLOOR SHEATHING
1-1/2" LIGHTWEIGHT

CONCRETE
9 1
/
2 "

M
I
N
.
(2) LAYERS 1/2" TYPE 'X'

GYPSUM BOARD
GA FILE NO.FC5513, 1-HOUR
FIRE TEST:FM J.I. 2C9Q7.AC, 9-29-78, FM DESIGN FC-268
STC/IIC:58/77 (CARPET AND PAD)
SOUND TEST:CALIFORNIA OFFICE OF NOISE CONTROL ASSEMBLY 2.1.4.2.1.9 BASE LAYER 1/2″TYPE 'X' GYPSUM BOARD APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS 16 O.C. WITH 1″ TYPE 'S' SCREWS 8″O.C. AT END JOINTS AND 16″O.C. IN THE FIELD OF THE PANELS. FACE LAYER 1/2" TYPE 'X' GYPSUM BOARD APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS WITH 1-5/8″TYPE 'S' SCREWS 8″O.C. AND 1-1/2″TYPE G SCREWS 8″O.C. AT BUTT JOINTS LOCATED MIDSPAN BETWEEN RESILIENT CHANNELS. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO 9-1/2″DEEP WOOD I-JOISTS 24 O.C. WITH 1-1/4″TYPE 'S' SCREWS.

MINIMUM 3-1/2″GLASS FIBER OR MINERAL FIBER BATT DRAPED OVER RESILIENT CHANNELS AND CEILING MEMBRANE OR WITHIN THE CONCEALED SPACE. WOOD I-JOISTS SUPPORTING 19/32″WOOD STRUCTURAL PANEL SUBFLOOR APPLIED AT RIGHT ANGLES TO I-JOISTS CONSTRUCTION ADHESIVE AND 6D RINGED SHANK NAILS 12″O.C. 1-1/2″LIGHTWEIGHT CONCRETE POURED OVER PLYWOOD.

MIN. R-11 BATT

INSULATION
RC-1 CHANNEL
24" O.C.
(E) 2x STUDS 16" O.C.
(E) STUCCO OVER METAL

LATH OVER BLDG PAPER
(E) STUCCO J-MOULD
(E) WEATHER RESISTANT

DECK COATING
(E) TREAD OR

LANDING SHEATHING
(E) 5/8" TYPE 'X'

GYPSUM BOARD
(E) PLYWOOD SHEATHING,

WHERE OCCURS
(E) STRINGER OR

LANDING JOIST
(E) INSULATION
(E) 5/8" TYPE 'X'

GYPSUM BOARD
5/8" TYPE 'X' GYPSUM

BOARD OVER METAL

CEILING FRAMING

ELECTRICAL ROOMDWELLING UNIT
2 (E) 5/8" TYPE 'X' GYPSUM

BOARD UNDER STAIR

STRINGERS
(E) 5/8" TYPE 'X'

GYPSUM BOARD
(E) 2x STUDS 16" O.C.
(E) INSULATION
(E) 5/8" TYPE 'X' GYPSUM

BOARD UNDER STAIR

STRINGERS
(E) 5/8" TYPE 'X'

GYPSUM BOARD
(E) 2x CEILING JOISTS
(E) 5/8" TYPE 'X'

GYPSUM BOARD
5/8" TYPE 'X' WATER-

RESISTANT GYPSUM

BOARD OVER METAL

CEILING FRAMING

ELECTRICAL ROOM BATHROOM
2x STUDS 16" O.C.
5/8" WATER RESISTANT GYPSUM

BOARD BEHIND SHOWER SURROUND

SEALANT

PREFABRICATED

SHOWER PAN

PREFABRICATED

SHOWER SURROUND
5/8" TYPE 'X' GYPSUM BOARD, FLOOR

TO CEILING BEHIND SHOWER PAN
5/8" WATER-RESISTANT GYPSUM

BOARD TO TUB FLANGE

PREFABRICATED

TUB SURROUND

TUB PER PLUMBING
2x STUDS 16" O.C.
5/8" TYPE 'X' GYPSUM BOARD,

FLOOR TO CEILING BEHIND TUB

ACOUSTIC SEALANT
FLOOR

SEALANT
#8 x 3 SCREWS INTO

FRAMING OR BLOCKING
#8 x 3" SCREWS AT EACH JOIST

WHERE BRACE OCCURS
2x3 FLAT LATERAL BRACE AT

MID-SPAN WHERE JOIST TOTAL
SPAN IS BETWEEN 7"-5" AND 9'-7"
5/8" TYPE 'X'

GYPSUM BOARD
2x4 CEILING JOISTS 24" O.C.
(2) #8 x 1/2" WAFER

HEAD SCREWS WHERE

VERTICAL OCCURS
2x3 VERTICAL SUPPORT WHERE
JOIST TOTAL SPAN IS 9'-7" OR MORE
AT EACH JOIST, 7'-5" O.C. MAX.

Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

i
n
d
i
c
a
t
e
d
10 /
6 /
2 0
2 5

1 0
:
5 8
:
5 7

A
M
A3.1
Typical Details
Ho
t
e
l

I
n
v
e
s
t
m
e
n
t

G
r
o
u
p
Sa
n
t
a

F
e

P
l
a
c
e

M
u
l
t
i
-
F
a
m
i
l
y
Au
t
h
o
r
Oct. 6, 2025
992
95 2

9 5
8 P
o
s
t
a
l

W
a
y
,

V
i
s
t
a
,

C
A

9 2
0 8
3 Ho
t
e
l

C
i
r
c
l
e

N
o
r
t
h
,

S
u
i
t
e

2 0
0 ,

S
a
n

D
i
e
g
o
,

C
A

9 2
1 0
8 1 1/2" = 1'-0"A3.1
1 Exterior Wall 1-HR
1 1/2" = 1'-0"A3.1
2 Fire Partition (Party)
1" = 1'-0"A3.1
6 Accessible Sink Base
1" = 1'-0"A3.1
7 Accessible Lavatory Base
1/2" = 1'-0"A3.1
13 Accessible Tub Elevations
1/2" = 1'-0"A3.1
8 Accessible Tub Plan
1/2" = 1'-0"A3.1
12 Accessible Toilet
3/4" = 1'-0"A3.1
16 Mailbox Cluster 12 + Parcel
1 1/2" = 1'-0"A3.1
17 Drop Ceiling Mid-Span Support
1 1/2" = 1'-0"A3.1
10 Firestop at Floor Ceiling Penetration
1 1/2" = 1'-0"A3.1
15 Firestop at Wall Penetration
1 1/2" = 1'-0"A3.1
5 Membrane Penetrations
1 1 1/2" = 1'-0"A3.1
9 Floor Ceiling I-Joist 1-HR STC 50+
1 1/2" = 1'-0"A3.1
14 Fire Barrier at Stair 1
1 1/2" = 1'-0"A3.1
19 Fire Barrier at Stair 2
1 1/2" = 1'-0"A3.1
22 Shower at Wall
1 1/2" = 1'-0"A3.1
21 Tub at Wall
2 2/11/25
1 1/2" = 1'-0"A3.1
23 Drop Ceiling Mid-Span Support Wood
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
02/24/2026 C7 17 of 159

C
5"

M
I
N
.

A
B

ROUGH OPENING
INSTALL 4" WIDE BUTTERFLY FLASHING PIECE "C" AT LOWER CORNERS OF OPENING; FLASHING SHOULD BE STARTED AT THE INTERIOR SURFACE OF THE

OPENING, OVER THE SILL FLASHING, THEN FOLDED OVER THE EXTERIOR

SURFACES OF THE SILL FLASHING AND PRESSED INTO PLACE
FIGURE 5

SET WINDOW NAILING FLANGE INTO SEALANT AND FASTEN TO STRUCTURE FIGURE 6
A
B
D D
E
F
G
2"

M
I
N
.
1'
-

0 "

M
I
N
.
2"
INSTALL DRIP FLASHING PIECE (NOT SHOWN) ACROSS TOP OF FRAME. APPLY FLASHING PAPER "E" AT HEAD, OVERLAPPING DRIP FLASHING AND JAMB PIECES. WEATHER

BARRIER PAPER, APPLIED WITH EXTERIOR FINISH MATERIAL, IS APPLIED SHINGLE FASHION. PIECE "F" UNDERLAYS THE SILL PIECE. PIECE "G" SHOULD OVERLAP PIECE "F" BY AT LEAST 2"
A
B
D D
FIGURE 3
INSTALL FLASHING PAPER PIECE "D" AT JAMBS. ATTACH AT EDGE OF OPENING ONLY; APPLY A BEAD OF SEALANT WITHIN 1/2" OF OPENING
FIGURE 4
C
A
B

ROUGH OPENING
D D
8"

M
I
N
.

1 2
"

M
A
X
.
6" MIN.

INSTALL SILL FLASHING PIECE "B"; EXTEND SILL FLASHING UP JAMB 4" MINIMUM

ROUGH OPENING
A
B
FIGURE 2
5"

M
I
N
.

INSTALL FLASHING PAPER: SILL PIECE "A" FIRST, ATTACH AT EDGE OF OPENING ONLY

MATERIALS
FLASHING PAPER AND WEATHER BARRIER PAPER: PER FEDERAL SPECIFICATION UU-B-90A; VAPOR BARRIER COATED AND REINFORCED. SEE SPECIFICATION FOR GRADE SILL FLASHING AND BUTTERFLY: 25 MIL BITUTHENE (VYCOR PLUS) DRIP FLASHING: PER SPECIFICATIONS
FIGURE 1
8"

M
I
N
.

1 2
"

M
A
X
.
5"

M
I
N
.
8" MIN. - 12" MAX.

ROUGH OPENING
A
(E) STUCCO OVER

METAL OVER BLDG

PAPER, REPAIR AS

NECESESSARY

FLEXIBLE WINDOW

STRIP FLASHING

OVER NAILING FIN
5/8" TYPE 'X' GYPSUM BOARD,

REPAIR AS NECESSARY

PLYWOOD SHEATHING
(WHERE OCCURS) SEE

STRUCTURAL

HEADER PER STRUCTURAL

FILL GAP WITH SPRAY

FOAM INSULATION

SEALANT

SMOOTH FINISH

STUCCO OVER MESH

OVER FOAM TRIM

SLOPE TO DRAIN
1 1/2"
4"

INSULATION PER ENV FORMS

WINDOW PER

SCHEDULE

FLEXIBLE WINDOW

STRIP FLASHING

UNDER NAILING FIN
5/8" TYPE 'X' GYPSUM BOARD,

REPAIR AS NECESSARY

PLYWOOD SHEATHING
(WHERE OCCURS) SEE

STRUCTURAL

JAMB FRAMING

PER STRUCTURAL

FILL GAP WITH SPRAY

FOAM INSULATION

WINDOW PER

SCHEDULE

SEALANT
(E) STUCCO OVER

METAL LATH OVER

BLDG PAPER, REPAIR

AS NECESSARY

SLOPE TO DRAIN
1 1/2"
4"SMOOTH FINISH

STUCCO OVER MESH

OVER FOAM TRIM
(E) STUCCO OVER METAL

LATH OVER BLDG PAPER,

REPAIR AS NECESSARY

WINDOW PER SCHEDULE

WOOD FRAME WALL

PLYWOOD SHEATHING
(WHERE OCCURS) SEE

STRUCTURAL
5/8" TYPE 'X' GYPSUM BOARD,

REPAIR AS NECESSARY

SMOOTH FINISH

STUCCO OVER MESH

OVER FOAM TRIM

SLOPE TO DRAIN
1 1/2"
4"

FLEXIBLE WINDOW

STRIP FLASHING

UNDER NAILING FIN

WINDOW PER

SCHEDULE

SMOOTH FINISH

STUCCO OVER MESH

OVER FOAM TRIM

FLEXIBLE FLASHING

UNDER NAILING FIN

STUCCO J-MOULD

SEALANT OVER

BACK ROD

SEALANT OVER

BACK ROD

SLOPE PTAC SLEEVE

TO DRAIN TOWARD

THE EXTERIOR

PTAC LOUVER

STUCCO J-MOULD

FLEXIBLE

FLASHING BEHIND

STUCCO J-MOULD
5/8" TYPE 'X'

GYPSUM BOARD

PTAC SLEEVE
1 1/2"
VE
R
I
F
Y

STUCCO OVER METAL

LATH OVER BLDG PAPER,

REPAIR AS NECESSARY

STUCCO J-MOULD

SEALANT OVER

BACKER ROD
5/8 " TYPE 'X'

GYPSUM BOARD

JAMB FRAMING PER

STRUCTURAL

DOOR PER SCHEDULE

HOLLOW METAL

DOOR FRAME

STUCCO OVER METAL LATH

OVER BUILDING PAPER,

REPAIR AS NECESSARY

JAMB FRAMING

PER STRUCTURAL
5/8" TYPE 'X'

GYPSUM BOARD

HOLLOW METAL

DOOR FRAME

INSULATION

STUCCO J-MOULD

SEALANT OVER

BACKER ROD

DOOR PER

SCHEDULE

DECORATIVE SCREEN

PER ELEVATIONS

PVC CHANNEL ALL

FOUR SIDES,
FREEDOM 73004496

OR EQUIVALENT
#8 STAINLESS STEEL SCREWS
24" O.C. MAX. INTO (E) WOOD

STUDS, PREDRILL THROUGH

STUCCO AND FILL HOLE HALF

FULL WITH SEALANT BEFORE

SETTING SCREW
(E) STUCCO OVER

METAL LATH OVER

BUILDING PAPER
(E) PLYWOOD

WHERE OCCURS

NEOPRENE GASKET

BETWEEN STUCCO

AND CHANNEL
(E) WOOD HEADER

OR POST
2x2 P.T. TRIM, PRIMED

AND PAINTED

DECORATIVE SCREEN

PER ELEVATIONS
#8 STAINLESS STEEL
SCREWS 24" O.C. MAX.
(E) WALL FRAMING
2x2 P.T. TRIM, PRIMED

AND PAINTED

DECORATIVE SCREEN

PER ELEVATIONS
#8 STAINLESS STEEL
SCREWS 24" O.C. MAX.

PREDRILL HOLES THROUGH

STUCCO AND FILL HALF

FULL WITH SEALANT
(E) STUCCO

NEOPRENE GASKET

BETWEEN STUCCO
AND P.T. TRIM

HEAD AND JAMB

CONDITION

SILL CONDITION
(E) 2x FRAMING
(E) STUCCO OVER

METAL LATH OVER

BLDG PAPER

STUCCO OVER METAL

LATH OVER BLDG PAPER
2x4 INFILL
FRAMING 16" O.C.
5/8" TYPE 'X'

GYPSUM BOARD

REMOVE (E) STUCCO TO

RECEIVE NEW FINISHES FINISH STUCCO COAT

OVER FOAM TRIM
+/-
1"
+/
-1"

STUCCO OVER METAL

LATH OVER BLDG PAPER
(E) STUCCO BASE BELOW
26 GA. G.S. STUCCO

J-MOULD

SEALANT OVER

BACK ROD
(E) 8x8 POST
2x4 INFILL
FRAMING 16" O.C.
5/8" TYPE 'X'

GYPSUM BOARD

REMOVE (E) STUCCO TO

RECEIVE NEW FINISHES
(E) STUCCO

BASE BELOW

STUCCO OVER METAL

LATH OVER BLDG PAPER
26 GA. G.S. STUCCO

J-MOULD

SEALANT OVER

BACK ROD
2x4 INFILL
FRAMING 16" O.C.
26 GA. G.S. L-TRIM

DECORATIVE
SCREEN
14 A3.2
(E) 2x SILL
(E) STUCCO OVER METAL

LATH OVER BLDG PAPER

STUCCO OVER METAL

LATH OVER BLDG PAPER
2x4 INFILL
FRAMING 16" O.C.
5/8" TYPE 'X'

GYPSUM BOARD

REMOVE (E) STUCCO TO

RECEIVE NEW FINISHES

ELASTOMERIC FLASHING

UNDER BLDG PAPER

BLDG PAPER UNDER

ELASTOMERIC FLASHING
(E) 2x FRAMING 16" O.C.

STUCCO OVER METAL

LATH OVER BLDG PAPER
2x4 INFILL
FRAMING 16" O.C.
5/8" TYPE 'X'

GYPSUM BOARD
26 GA. G.S. STUCCO

J-MOULD
2x4 P.T.D.F

SILL PLATE
(E) CONCRETE

WALK, SAWCUT AS

NECESSARY FOR

NEW FOOTING
MIN.
6"
+/-
2"

ALIGN WITH TOP

OF (E) BLDG SLAB
(E) A.C. PAVING

CONCRETE
OR A.C. FILL

CONCRETE

FOOTING

FACE OF (E)

FOOTING BEYOND
M
I
N
.

C
L
R
.
3"BOTTOM OF

FOOTING ALIGN

WITH BOTTOM OF (E)

ADJACENT FOOTING
#4 TOP AND

BOTTOM, EPOXY

TO (E) CONCRETE

FOOTING
20 A3.2

1. THREADED ROD OR DOWELS EMBEDDED IN EPOXY SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

2. THREADED ROD OR DOWEL EMBEDMENT SHALL BE VERIFIED BY SPECIAL INSPECTION. SPECIAL INSPECTION NOT REQUIRED WHERE EPOXY IS USED IN ASSEMBLIES WHICH ARE NOT PART OF A LATERAL FORCE RESISTING SYSTEM.

3. ONLY NON-REBAR-CUTTING DRILL BITS SHALL BE USED TO DRILL HOLES IN EXISTING CONCRETE.

4. EPOXY SHALL BE SIMPSON SET-XP (ICC ESR-2508), OR APPROVED EQUAL.

5. DRILLED HOLES SHALL BE CLEANED OF CONCRETE DUST AND DEBRIS USING

EITHER A NYLON BRUSH AND A VACUUM OR A NYLON BRUSH AND COMPRESSED AIR. A BLOW-OUT BULB MAY BE USED IF A VACUUM OR COMRESSED AIR ARE NOT AVAILABLE.

6. PLACE EPOXY IN HOLE WITH CAULKING GUN OR SIMILAR DEVICE STARTING AT THE BOTTOM, FILLING HOLE APPROXIMATELY 2/3 FULL.

7. COAT ROD OR REBAR WITH SAME EPOXY AND INSERT INTO HOLE.

PROCEDURE

REBAR HOLE SIZE
REBAR
SIZE
BIT
DIA.

MIN.

DEPTH
#3
#4
#5
#6
#7
#8
1/2"
5/8"
3/4"
7/8"
1"
1 1/8"
3 1/2"
4 1/4"
5"
6 3/4"
7 3/4"
9"

ROD HOLE SIZE
ROD
SIZE
BIT
DIA.

MIN.

DEPTH
3/8"
1/2"
5/8"
3/4"
7/8"
1"
7/16"
9/16"
11/16"
13/16""
15/16"
1 1/16"
3 1/2"
4 1/4"
5"
6 3/4"
7 3/4"
9"

PER CHART

HOLE DEPTH
PE
R

C
H
A
R
T
HO
L
E

D
I
A
.

THREADED

ROD OR REBAR

EPOXY GROUT

FACE OF EXISTING

CONCRETE
2x WOOD STUD

FRAME WALL
5/8" TYPE 'X'

GYPSUM BOARD
(2) LAYERS 1/2" TYPE 'X'

GYPSUM BOARD LAMINATED
TO FORM 6" GYPSUM STUD
SPACED AT 24" O.C. MAXIMUM
GA FILE NO WP 1330
1 HOUR ASSEMBLY

STAINLESS

STEEL CABINET
M
O
U
N
T

F
O
R

H
I
G
H
E
S
T

O
P
E
R
A
B
L
E

P
A
R
T

N
O

H
I
G
H
E
R

T
H
A
N

4 8
"
5'-
0 "

M
A
X

M
O
U
N
T
I
N
G

H
E
I
G
H
T

T
O

T
O
P

O
F

C
A
B
I
N
E
T
5/8" TYPE 'X' EXTERIOR

GYPSUM SHEATHING AT

ALL SURFACES OF RECESS

STUCCO OVER

METAL LATH OVER

BLDG PAPER
2x WOOD STUD

FRAME WALL
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

i
n
d
i
c
a
t
e
d
10 /
6 /
2 0
2 5

1 0
:
5 8
:
5 8

A
M
A3.2
Typical Details
Ho
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l

I
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v
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s
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t

G
r
o
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Sa
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t
a

F
e

P
l
a
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e

M
u
l
t
i
-
F
a
m
i
l
y
Au
t
h
o
r
Oct. 6, 2025
992
95 2

9 5
8 P
o
s
t
a
l

W
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y
,

V
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a
,

C
A

9 2
0 8
3 Ho
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C
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N
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S
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e

2 0
0 ,

S
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D
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o
,

C
A

9 2
1 0
8 1/2" = 1'-0"A3.2
5 Window Flashing Figures
3" = 1'-0"A3.2
6 Window Head Stucco Foam
3" = 1'-0"A3.2
7 Window Jamb Stucco Foam
3" = 1'-0"A3.2
8 Window Sill Stucco Foam
3" = 1'-0"A3.2
10 Window Sill PTAC Head Sill
3" = 1'-0"A3.2
11 Ext Door Head HM Stucco
3" = 1'-0"A3.2
12 Ext Door Jamb HM Stucco
3" = 1'-0"A3.2
15 Decorative Screen Face Mount
3" = 1'-0"A3.2
14 Decorative Screen Head Jamb
2 No. Description Date
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3" = 1'-0"A3.2
16 Infill Framing at (E) Wall
3" = 1'-0"A3.2
17 Infill Framing at (E) Wood Post
3" = 1'-0"A3.2
18 Infill Framing at (E) Stucco Base
3 3" = 1'-0"A3.2
19 Infill Framing at Curb
12" = 1'-0"A3.2
20 Epoxy Anchor
5/26/25
3" = 1'-0"A3.2
21 Fire Extinguisher Cabinet
02/24/2026 C7 18 of 159

1 12
D D
A A
B B
CC
2 3 4 5 6 7 9 10 118
6438 SF
Level 1
1005 SF
Covered Walkway
58 SF
Stair 1
79 SF
Electrical 1
79 SF
Electrical 2
58 SF
Stair 2
58 SF
WH
266 SF
Min. Light 21 SF
Min. Vent 11 SF172 SF
Min. Light 14 SF
Min. Vent 7 SF
264 SF
Min. Light 21 SF
Min. Vent 11 SF 159 SF
Min. Light 13 SF
Min. Vent 6 SF
159 SF
Min. Light 13 SF
Min. Vent 6 SF
159 SF
Min. Light 13 SF
Min. Vent 6 SF
159 SF
Min. Light 13 SF
Min. Vent 6 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
264 SF
Min. Light 21 SF
Min. Vent 11 SF
264 SF
Min. Light 21 SF
Min. Vent 11 SF
264 SF
Min. Light 21 SF
Min. Vent 11 SF
266 SF
Min. Light 21 SF
Min. Vent 11 SF
323 SF
Min. Light 26 SF
Min. Vent 13 SF
266 SF
Min. Light 21 SF
Min. Vent 11 SF
266 SF
Min. Light 21 SF
Min. Vent 11 SF
266 SF
Min. Light 21 SF
Min. Vent 11 SF
266 SF
Min. Light 21 SF
Min. Vent 11 SF
323 SF
Min. Light 26 SF
Min. Vent 13 SF
164 SF
Min. Light 13 SF
Min. Vent 7 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
164 SF
Min. Light 13 SF
Min. Vent 7 SF
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
1 2
1 1
1 1
2 1
2 2
2 22
2 2
1 1
1 1
1 1
4 4
4 4
5 2 2
2 1 1

9.02 9.02
10 '

0 "
3 3
1 12
D D
A A
B B
CC
2 3 4 5 6 7 9 10 118
82 SF
Stair 1
5949 SF
Level 1
82 SF
Stair 2
1548 SF
Egress Balcony
214 SF
Min. Light 17 SF
Min. Vent 9 SF
281 SF
Min. Light 22 SF
Min. Vent 11 SF
249 SF
Min. Light 20 SF
Min. Vent 10 SF
249 SF
Min. Light 20 SF
Min. Vent 10 SF
281 SF
Min. Light 22 SF
Min. Vent 11 SF
281 SF
Min. Light 22 SF
Min. Vent 11 SF
312 SF
Min. Light 25 SF
Min. Vent 12 SF
312 SF
Min. Light 25 SF
Min. Vent 12 SF
281 SF
Min. Light 22 SF
Min. Vent 11 SF
214 SF
Min. Light 17 SF
Min. Vent 9 SF
148 SF
Min. Light 12 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
148 SF
Min. Light 12 SF
Min. Vent 6 SF
214 SF
Min. Light 17 SF
Min. Vent 9 SF
214 SF
Min. Light 17 SF
Min. Vent 9 SF
148 SF
Min. Light 12 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
143 SF
Min. Light 11 SF
Min. Vent 6 SF
148 SF
Min. Light 12 SF
Min. Vent 6 SF
2 1 1
11 1 1
22 1
7 7
7 7
7 7
6A
6A
6A
6A
6B
6A
6A
7 7
7 6A 6A
6A6A
6B6A 6A
7 7
7 7
7 7
6A
6A
6A
6A
6A
6A
6B
< 50' PER CBC 1020.5 EXC. 2
19' - 9"
<
5 0
'

P
E
R

C
B
C

1 0
2 0
.
5 E
X
C
.

2 22
'

3 "
< 50' PER CBC 1020.5 EXC. 2
19' - 9"
2 New 1-hour fire partition (party wall),
2x6 studs, 5/8" type 'X' gypsum
board both sides
New 1-hour fire partition (exterior corridor),
2x4 studs, stucco exterior, type 'X' gypsum
board interior

WALL TYPE LEGEND
1 3
Existing exterior wall, wood frame,
stucco exterior, gypsum board interior
Existing exterior wall, wood frame,
stucco both sides
Existing interior wall, wood frame,
gypsum board both sides
5 New 2x4 stud framed wall, stucco exterior,
5/8" type 'X' gypsum board interior
6A
New 1-hour fire partition (exterior corridor),
2x6 studs, stucco exterior, type 'X' gypsum
board interior
6B
7 /1 A3.1
/1 A3.1
/1 A3.1
/2 A3.1
4 Existing fire barrier, wood frame,
gypsum board both sides
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
112234567910118
Wall Area
4191 SF
Opening Area
736 SF
ALLOWABLE OPENING AREA ADJACENT TO PROPERTY LINE:

CBC TABLE 705.8
10' TO 15' FROM PROPERTY LINE, SPRINKLERED, UNPROTECTED OPENINGS = 45% MAX. 736 sf / 4191 sf = 17.6%
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 0
:
5 9
:
0 6

A
M
AA4.1
Building A Area Plans
Ho
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l

I
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t

G
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Sa
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a

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P
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M
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i
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i
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Au
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o
r
Oct. 6, 2025
992
95 2

9 5
8 P
o
s
t
a
l

W
a
y
,

V
i
s
t
a
,

C
A

9 2
0 8
3 Ho
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C
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N
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2 0
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C
A

9 2
1 0
8 1/8" = 1'-0"AA4.1
1 Level 1
1/8" = 1'-0"AA4.1
2 Level 2
Area Schedule (Code Analysis)
Level Name Area
Level 1 Level 1 6438 SF
Level 1 Covered Walkway 1005 SF
Level 1 Stair 1 58 SF
Level 1 Electrical 1 79 SF
Level 1 Electrical 2 79 SF
Level 1 Stair 2 58 SF
Level 1 WH 58 SF
Level 1 7773 SF
Level 2 Level 1 5949 SF
Level 2 Stair 2 82 SF
Level 2 Egress Balcony 1548 SF
Level 2 Stair 1 82 SF
Level 2 7661 SF
Grand Total 15434 SF
Unit Area Schedule
Name Area
101 A3 598 SF
102 A1 529 SF
103 A1 523 SF
104 A2 MF 523 SF
105 A1 523 SF
106 A2 MF 523 SF
107 A1 523 SF
108 A2 MF 523 SF
109 A1 523 SF
110 A2 MF 523 SF
111 A3 598 SF
112 A1 529 SF
Level 1 6438 SF
201 A4 452 SF
202 A4 452 SF
203 A5 518 SF
204 A5 518 SF
205 A6 549 SF
206 A5 485 SF
207 A6 549 SF
208 A5 485 SF
209 A5 518 SF
210 A5 518 SF
211 A5 452 SF
212 A4 452 SF
Level 2 5949 SF
Grand Total 12387 SF
Keynotes

9.02 (E) 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILINGS UNDER STAIR. REPAIR AS NECESSARY TO FORM A COMPLETE TAPED

AND MUDDED MEMBRANE
1 1/8" = 1'-0"AA4.1
3 North Elevation Allowable Openings
No. Description Date
1 Plan Check 1,
coordination
7/8/24
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 3
02/24/2026 C7 19 of 159

UP
FD
DN DN
FD
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
Unit A1
102 Unit A2 MF
104
Unit A2 MF
106
Unit A2 MF
108
Unit A2 MF
110
Unit A1
112
Unit A3
111
Unit A1
109
Unit A1
107
Unit A1
105
Unit A1
103
Unit A3
101
8 8
160' - 6"
3' - 6"16' - 6"6' - 9"13' - 3"10' - 0"10' - 0"13' - 3"6' - 9"16' - 6"3' - 6" 50 '

0 "
22 '

6 "
22 '

6 "
5'
-

0 "
5' - 0"5' - 3"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"5' - 3"5' - 0" 1 AA5.2
Elec
1 Telecom
2 WH
4 AA6.1
1 AA6.1
2 AA6.1
3 U1 U1 U1 U1 U1 U1
U1 U1 U1 U1 U1 U1
A4
A1
A2
G Ht G G Bt G G Ht G
G Ht G G G G Ht R
2 AA5.2
9' - 3"10' - 9"2' - 2"4' - 7"3' - 7"9' - 8"9' - 6"3' - 9"4' - 5"2' - 4"10' - 11"9' - 1" Bt Bt Bt B
3' - 6"16' - 6"6' - 9"13' - 3"10' - 0"10' - 0"13' - 3"6' - 9"16' - 6"3' - 6" 5' - 9 1/2"7' - 5 1/2"6' - 8"3' - 4"6' - 0 1/2"13' - 11 1/2"3' - 4"6' - 8"7' - 5 1/2"5' - 9 1/2"13' - 11 1/2"6' - 0 1/2"3' - 6"13' - 0" B Bt B
13' - 0"3' - 6"
3' - 6"13' - 0"13' - 0"3' - 6"
3 AA5.2

9.02 9.02
M M
MM

23.04 10.07

23.0423.0423.0423.0423.04

23.04 23.04 23.04 23.04 23.04
14 A3.1
14 A3.1
19 A3.1
19 A3.1
U2 U2
3 3
AA4.2
3 10.09
3 10.09
3 26.11

26.12 21.01

22.05 3
3 8.07
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
2'
-

1 "
2'
-

1 "
5'
-

1 "
2'
-

1 "
5'
-

1 "
4' - 11"3' - 0"4' - 2"3' - 0"4' - 11"
Unit A4
201
Unit A5
203
Unit A5
204
Unit A4
202
Unit A5
206
Unit A6
205
Unit A6
207
Unit A5
208
Unit A4
212
Unit A5
210
Unit A5
209
Unit A4
211
8 8
50 '

0 "
22 '

6 "
22 '

6 "
5'
-

0 "
160' - 6"
5' - 0"5' - 3"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"5' - 3"5' - 0" 3' - 6"16' - 6"5' - 8"14' - 4"7' - 11"4' - 2"7' - 11"14' - 4"5' - 8"16' - 6"3' - 6" Corridor 1
221
Corridor 2
222
Corridor 3
223
Exit Balcony
224
1 AA5.2
AA6.2
1 AA6.2
2 AA6.2
3 U1R
U1R U1R
U1R
U1R U1R
U1RU1R
U1R
U1R U1R
U1R

H H H H H E

HEHHHHEH
14' - 6"5' - 6"5' - 6"14' - 6"
17 '

3 "
5'
-

3 "
2 AA5.2
A A B
3' - 6"16' - 6"5' - 8"14' - 4"10' - 0"10' - 0"14' - 4"5' - 8"16' - 6"3' - 6" 5' - 4 1/2"8' - 7 1/2"2' - 6"5' - 8"5' - 11"8' - 5"3' - 5"6' - 7"6' - 7"3' - 5"11' - 4"3' - 0"2' - 9"2' - 11"11' - 1"5' - 5" B
5' - 4 1/2"11' - 1 1/2"3' - 4"2' - 4"5' - 9 1/2"8' - 6 1/2"

B D D B H
8' - 6 1/2"5' - 9 1/2"2' - 6"3' - 2"11' - 1 1/2"5' - 4 1/2"8' - 6"11' - 6"11' - 9"8' - 3" E
3 AA5.2
OPERABLE WINDOWS ON LEVEL 2 ON THE NORTH SIDE OF THE BUILDING SHALL BE EQUIPPED WITH OPENING CONTROL OR FALL PROTECTION DEVICES CONFORMING TO ASTM F 2090. CBC 1015.8 SUCH DEVICES MAY BE INTEGRAL TO THE WINDOWS OR RETROFIT.

ANGEL VENTLOCK OR APPROVED EQUAL ( www.angel-ventlock.com) .

SINGLE ACTION AT HUNG WINDOWS. DUAL ACTION AT SLIDING WINDOWS.1

23.0423.0423.0423.0423.0423.04

23.04 23.04 23.04 23.04 23.04 23.04

10.093 10.09
3 10.09
3 Floor Plan Notes

1. DIMENSIONS ARE FROM CENTERLINE OF GRID INTERSECTIONS OR FACE OF STUD, U.N.O.

2. INTERIOR NON-BEARING STUD WALLS FOR TYPE V-B 1-HR
CONSTRUCTION WITHIN INDIVIDUAL UNITS ARE 2x4 WOOD STUDS AT 24" O.C. U.N.O.

3. EXTERIOR STUD WALLS ARE EXISTING. FRAME-IN EXISTING

EXTERIOR OPENING WITH LUMBER OF THE SAME SIZE AND
SPACING.

4. PROVIDE BLOCKING AT ALL WALL STOPS, TV LOCATIONS, KITCHEN

CABINETS, VANITIES, HEADBOARDS, CEILING FANS, TOILET
ACCESSORIES, AND CLOSET SHELF & POLE.

5. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND

ROOF CEILINGS SHALL BE PROTECTED WITH THROUGH

PENETRATION FIRE STOPS AND MEMBRANE PENETRATION FIRE
STOPS PER CBC 713. CAULK UNDER INTERIOR PARTY-WALL SILL PLATES.

6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR
LOCATIONS AND SIZES OF ADDITIONAL WALL PENETRATIONS.

7. DO NOT SCALE DRAWINGS.

8. FOR FIRE RATINGS OF WALLS, SEE BUILDING AREA PLANS.

9. IN ACCESSIBLE UNITS THE HIGHEST AND LOWEST OPERABLE

PARTS OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND
OTHER OPERABLE EQUIPMENT, SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" FOR FORWARD REACH, OR
WITHIN 54" BUT NOT LESS THAN 9" FOR SIDE APPROACH.

ELECTRICAL AND COMMUNICATION EQUIPMENT RECEPTACLES ON
WALLS SHALL BE MOUNTED NO LOWER THAN 15" FROM THE FLOOR TO THE BOTTOM OF THE BOX.

10. MEMBRANE PENETRATIONS SHALL BE CONSTRUCTED PER DETAILS ON SHEET A3.

11. IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE

INSTALLED TO SUBDIVIDE FLOOR/CEILING ASSEMBLIES, PER CBC 718.3.

12. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANEL, 3/8-INCH
PARTICLEBOARD, 1-INCH NOMINAL LUMBER, CEMENT FIBERBOARD,

BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER, OR
OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE
INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. CBC 718.3.1

13. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE
FOLLOWING LOCATIONS:

A. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT

ENCLOSURES AND EXIT PASSAGEWAYS WHERE THEY ARE NOT
PERMITTED TO PENETRATE.

B. DUCTS PENETRATING SHAFTS.

C. DUCTS PENETRATING FIRE PARTITIONS AND FIRE RATED

CORRIDOR WALLS, EXCEPT THROUGH PENETRATIONS WHERE
THE DUCT IS 0.019" THICK STEEL WITH NO OPENINGS INTO THE CORRIDOR.

D. DUCTS PENETRATING SMOKE BARRIERS.

E. DUCTS PENETRATING HORIZONTAL ASSEMBLIES.

14. FIRE EXTINGUISHERS, SMOKE DETECTORS, & OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER CABINETS SHALL BE SEMI-RECESSED. INSTALL EXTERIOR FE
CABINETS PER DETAIL /21 A3.2 3
C
10 11
A3.2
16 A3.2
17 22.03
TYP.

OF (4)
A4
WH
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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Building A Floor
Plans
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1 Level 1
1/8" = 1'-0"AA4.2
2 Level 2
Unit Type Schedule
Name Count
Unit A1 6
Unit A2 MF 4
Unit A3 2
12 Unit A4 4
Unit A5 6
Unit A6 2
12 24
Keynotes

8.07 FIXED PANEL ADJACENT TO (E) GAS LINE

9.02 (E) 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILINGS UNDER STAIR. REPAIR AS NECESSARY TO FORM A COMPLETE TAPED AND

MUDDED MEMBRANE

10.07 KNOX-VAULT SERIES 4400 KEY BOX, VERIFY FINAL LOCATION WITH FIRE DEPT. RECESS MOUNT AT 5'-0" ABOVE STANDING
SURFACE. PREMISES KEYS FOR ALL BUILDING AREAS (GRAND

MASTER SYSTEM KEYS) LABELED WITH APPROVED KEY TAGS

IDENTIFYING EACH DOOR OR AREA SERVED

10.09 FIRE EXTINGUISHER CABINET, RECESSED; 48" MAX. TO HIGHEST

OPERABLE PART

21.01 (E) FIRE SPRINKLER RISER

22.03 TANKLESS WATER HEATER PER PLUMBING

22.04 FLOOR DRAIN, TIE INTO (E) WASTE LINE NEAR GRID LINE C, SEE

PLUMBING

22.05 (E) GAS LINE ENTRY

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE POWER AND CONDENSATE IN SAME MANNER AS INSTALLED PTACs

26.11 NEMA 3R ENCLOSURE, SEE ELECTRICAL

26.12 (E) ELECTRICAL MAIN, SEE ELECTRICAL
1 NORTH
Window Schedule Bldg A
Count Type Mark Description Width Height
Frame
Material Glass Light Vent Comments
2 A Horz Slider 6' - 6" 5' - 0"Dual Pane, Low-E 26.00 13.65 7 B Horz Slider 5' - 6" 5' - 0"Dual Pane, Low-E 22.00 11.55 5 Bt Horz Slider 5' - 6" 5' - 0"Dual Pane, Low-E, Tempered 22.00 11.55 2 D Horz Slider 5' - 0" 5' - 0"Dual Pane, Low-E 20.00 10.50 4 E Horz Slider 4' - 6" 5' - 0"Dual Pane, Low-E 18.00 9.45 11 G Sgl Hung 4' - 0" 5' - 0"Dual Pane, Low-E 14.60 8.00 12 H Sgl Hung 3' - 6" 5' - 0"Dual Pane, Low-E 12.78 7.00 4 Ht Sgl Hung 3' - 6" 5' - 0"Dual Pane, Low-E, Tempered 12.78 7.00 4 M Sgl Hung 2' - 6" 5' - 0"Dual Pane, Low-E 9.13 5.00
1 R Horz Slider 4' - 0" 5' - 0"Dual Pane, Low-E 16.00 8.40 No. Description Date
1 Plan Check 1,
coordination
7/8/24
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/251/4" = 1'-0"AA4.2
3 Water Heater Plan
3 3
3 3
02/24/2026 C7 20 of 159

1 12
D
A
B
C
2 3 4 5 6 7 9 10 118
1 AA5.2
2 AA5.2
3 AA5.2

23.02 23.02

7.01 7.01

7.01 7.02

OPEN TO
BELOW

OPEN TO BELOW
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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AA4.3
Building A Roof Plan
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1 Roof
Keynotes

7.01 (E) ROOF TILE

7.02 (E) MEMBRANE ROOFING. PATCH AND REPAIR AS NEEDED AT NEW PENETRATIONS

23.02 GOOSENECK VENT, TYPICAL, SEE MECHANICAL
No. Description Date
02/24/2026 C7 21 of 159

Level 1
0"
Level 2
15' -6"
Roof
25' -6"
112234567910118
7'
-

0 "
2'
-

0 "
7'
-

0 "

7.01 8.018.02

9.04 9.04

23.03 9.05

9.05 9.05

9.05 9.04 9.05 9.07

9.05 9.05

9.05 6
A3.2
7 A3.2
8 A3.2
10 A3.2
10 A3.2 SIM.
11 A3.2
12 A3.2

9.04 9.04
9'
-

0 "
10 '

0 "

26.1026.11
3 3
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
DABC

7.01 9.04

9.04 6.12 6.08 5.02 8.02

6.07 6.09

9.03 10.04
3'
-

6 "

9.05 9.03

26.07 9.05

9.05 9.05 9.06

9.04 6.12

9.059.07
8'
-

0 "

6.12 26.10
15 A3.2
14 A3.2
14 A3.2
8'
-

0 "
4' - 0"

26.10 9.10
3 AA5.1
5 26.11
310
'

6 "

22.05 Level 1
0"
Level 2
15' -6"
Roof
25' -6"
D ABC

7.01 5.028.02 9.04 6.12 6.08

9.04 6.07 6.09

9.03 10.04

9.05 9.06

6.12 9.05

9.10 9.05

26.07 9.04

9.05 9.07
8'
-

0 "

6.12 15
A3.2
14 A3.2
14 A3.2
8'
-

0 "
4' - 0"

26.10 3
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
1 12234567910118

7.017.01

8.018.02 9.03 9.05 6.08

6.076.07

6.096.09

5.02 5.02

8.018.01

10.04 9.05

9.04 6.12

9.059.05

9.069.07

26.07 6.12 9.03 9.079.059.10

9.05 9.05

6.12 9.05

9.04 9.04

9.07 6.129.10

9.05 9.05

9.04 6.12

9.03 9.03 9.03

9.03 14
A3.2
14 A3.2
14 A3.2
14 A3.2
15 A3.2
3 3

26.11 3
Level 1
0"
17 A3.2
16 A3.2
18 A3.2

9.07 6.07

6.08 9.10
16 A3.2 SIM.
3 19
A3.2

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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
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Building A Elevations
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1 0
8 1/8" = 1'-0"AA5.1
1 North Elevation
1/8" = 1'-0"AA5.1
2 East Elevation
1/8" = 1'-0"AA5.1
3 West Elevation
1/8" = 1'-0"AA5.1
4 South Elevation
Keynotes

5.02 (E) FENCE AND GATE AT STAIRS

6.07 (E) WOOD POST, REPAINT, COLOR BROWN: SHERWIN WILLIAMS SW 6173, FLAT

6.08 (E) TWIN WOOD POST AND LINTEL, REPAINT, COLOR BROWN:

SHERWIN WILLIAMS SW 6173, FLAT

6.09 (E) WOOD BEAM, REPAINT, COLOR BROWN: SHERWIN WILLIAMS SW 6173, FLAT

6.12 DECORATIVE PVC LATTICE SCREEN, ACURIO LATTICEWORKS "ROMAN", OR APPROVED EQUAL

7.01 (E) ROOF TILE

8.01 WINDOW PER PLAN

8.02 DOOR PER PLAN

9.03 PAINTED STUCCO, MAIN BODY, WHITE: SHERWIN WILLIAMS SW 7013 IVORY COVE, FLAT

9.04 PAINTED STUCCO, ACCENT, GREEN (DOES NOT APPLY PER
PLANNING COMMISSION): SHERWIN WILLIAMS SW 9183 DARK

COVE, FLAT

9.05 PAINTED STUCCO, ACCENT TRIM, BROWN: SHERWIN WILLIAMS SW 6173, FLAT

9.06 MEDALLION: CORAFORM, CALIFORNIA 257 TRIM, CUT AND MITRE TO FORM 36" x 36" SQUARE, PAINTED COLOR 9.05

9.07 QUATREFOIL: CORAFORM, QUATREFOIL, 22" x 22", PAINTED COLOR 9.05

9.10 PAINTED STUCCO OVER 1-1/2"x5-1/2" FOAM TRIM, BROWN, SHERWIN WILLIAMS SW 6173, FLAT

10.04 BUILDING SIGNAGE, BRONZE

22.05 (E) GAS LINE ENTRY

22.06 FLUE VENT TERMINATION PER PLUMBING, PAINT TO MATCH

ADJACENT WALL COLOR

23.03 PTAC GRILLE PER MECHANICAL, PAINT TO MATCH

SURROUNDING BUILDING COLOR

26.07 COACH LANTERN, SEE ELECTRICAL

26.10 BRACKET LIGHT, SEE ELECTRICAL

26.11 NEMA 3R ENCLOSURE, SEE ELECTRICAL
1 No. Description Date
1 Plan Check 1,
coordination
7/8/24
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 1/4" = 1'-0"AA5.1
5 Infill at (E) Arch
02/24/2026 C7 22 of 159

Level 1
0"
Level 2
15' -6"
Roof
25' -6"
DABC
8'
-

6 "

6.01 6.02 6.03 6.056.05

3.02 6.05

6.01 6.01

6.06 23.02
9 A3.1
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
DABC
8'
-

6 "
8'
-

6 "

6.01 6.01

6.01 6.05 6.066.02 6.03

3.02 6.05

6.06 9.01

9.01 9
A3.1
5'
-

4 "

+
/
-
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
1 12234567910118
9 A3.1
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USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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Building A Sections
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1 0
8 1/8" = 1'-0"AA5.2
1 Section 1
1/8" = 1'-0"AA5.2
2 Section 3
1/8" = 1'-0"AA5.2
3 Section 5
Keynotes

3.02 (E) CONCRETE SLAB

6.01 (E) ROOF FRAMING

6.02 (E) FLOOR FRAMING I-JOISTS 16" O.C.

6.03 (E) 18" GLULAM FLOOR BEAM

6.05 (E) 2x STUD WALL FRAMING

6.06 (E) DECK FRAMING

9.01 5/8" TYPE 'X' GYPSUM BOARD

23.02 GOOSENECK VENT, TYPICAL, SEE MECHANICAL
No. Description Date
02/24/2026 C7 23 of 159

SC
SC
SC
SC
SC
SC
B B
CC
9 9
10 10
23' - 6"
22 '

6 "
20' - 0"
AA6.1
7 5'
-

9 "
16 '

9 "
5'
-

9 "
4'
-

0 "
12 '

9 "
8' - 1"11' - 11"
10' - 8"9' - 4"
U3
U2
U1

23.01 LIVING BEDROOM
BATH

23.04 22.02

10.08 9.09

26.08 B B
CC
7 7
23' - 3"
10' - 0"13' - 3"
22 '

6 "
AA6.1
8 1' - 7"11' - 8"
4' - 0"6' - 4"2' - 11"
U1
U3
U2A
7'
-

4 "
15 '

2 "
5'
-

2 "
2'
-

2 "
8 A3.1

23.01 LIVING

BEDROOM
BATH

23.04 9.09

26.08 D D
CC
2 2
3 3
4 4
5' - 3"20' - 0"
8'
-

0 "
12 '

0 "
2'
-

6 "
22 '

6 "
AA6.1
9 AA6.110
11' - 11"8' - 1"3' - 6"
12 '

2 "
3'
-

1 0
"
6'
-

6 "
9' - 3"2' - 8"
U3

23.01 LIVING

BEDROOM
BATH

23.04 22.02 10.08

9.09 26.08
1 6'
-

8 "
21"12"21"30"21"31"31"
3"10"38"36"18"27"27"8"
18 "
66 "
30 "
18 "
36 "
40 "
2"
4"
34 "
30 "
18 "

6.10 36"
19 "

11.01 11.02

11.04 11.06

22.02 40
"
40 "

M
A
X
.
38 "
M
I
N
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C
L
R
.
29 "
21"60"21"31"31"
M
I
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C
L
R
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27 "
3"10"33"36"18"54"8"
18 "
66 "
M
A
X
.
34 "
24"12"
6 A3.1
4"
34 "

M
A
X
.
7 A3.1
12 A3.1

6.10 11.01

11.02 11.04

11.06 42
"
72 "
18 "
42 "
54"36"43"21"27"27"8"
36 "
12"21"12"21"32"38"21"31"32"
66 "
18 "

11.01 11.02

11.06 11.04
B B
CC
9 9
10 10
2'
-

4 "
EQ
EQ
1 2'
-

0 "

28.01 GB
8' -6"
GB
9' -0"
GB
8' -0"9.08
EQ EQ
6'
-

5 "
EQ EQ
8'
-

3 "
7'
-

1 "
6'
-

5 "

EQ EQ EQ
1' - 10"

8.04 8.06
2 3
GB
8' -6"
B B
CC
7 7
2'
-

4 "
EQ
EQ
GB
8' -0"
2'
-

0 "
GB
8' -6"

28.01 GB
9' -0"
1 9.08

EQ EQ EQ EQ
6'
-

3 "

EQ EQ EQ
6'
-

3 "
7'
-

3 "
8'
-

3 "
1' - 10"

8.04 8.06
2 3
3 D D
CC
2 2
3 3
4 4
2'
-

4 "
2'
-

0 "
GB
8' -6"
GB
8' -6"
GB
8' -0"

28.01 1

9.08 EQ EQ EQ EQ

EQ EQ EQ EQ
6'
-

3 "
7'
-

3 "
8'
-

3 "
1' - 10"
EQ EQ
6'
-

6 "

8.04 8.06
2 3
3 6'
-

8 "
34 "
4"
2"
40 "

6.10 36"
19 "

22.02 KITCHENS AS DIMENSIONED ON ELEVATIONS
LIGHT SWITCHES 48" MAX. TO TOP OF BOX
RECEPTACLES 15" MIN. TO BOTTOM OF BOX
LIGHT SWITCHES AT VANITIES 42" TO CL
RECEPTACLES AT VANITIES 42" TO CL
Accessible Reach Ranges
Sc
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Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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Building A Unit Plans
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1 0
8 1/4" = 1'-0"AA6.1
1 Unit A1 Plan
1/4" = 1'-0"AA6.1
2 Unit A2 MF Plan
1/4" = 1'-0"AA6.1
3 Unit A3 Plan
3/8" = 1'-0"AA6.1
7 A1 Kitchen Bath Elevation
3/8" = 1'-0"AA6.1
8 A2 MF Kitchen Bath Elevation
3/8" = 1'-0"AA6.1
9 A3 Kitchen Elevation
1/4" = 1'-0"AA6.1
4 A1 Ceiling
1/4" = 1'-0"AA6.1
5 A2 MF Ceiling
1/4" = 1'-0"AA6.1
6 A3 Ceiling
Keynotes

6.10 PREFABRICATED WATER-RESISTANT TUB/SHOWER
SURROUND, MIN. 72" ABOVE DRAIN INLET

8.04 PROVIDE CEILING ACCESS DOOR IN EACH UNIT AT WATER

SHUTOFF VALVES, VERIFY SIZE AND LOCATION BEFORE

INSTALLATION

8.06 CEILING ACCESS PANEL WITH KEYED LOCK, 22"x30", BEST ACCESS DOORS 'BA-AHD' OR EQUIVALENT. PROVIDE 30"
SQUARE 1/2" PLYWOOD ADJACENT TO OPENING

9.08 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

9.09 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

BEHIND TUB/SHOWER SURROUND

10.08 SHOWER DOORS WITH SAFETY GLAZING CONFORMING TO
CBC 2406

11.01 REFRIGERATOR

11.02 GAS RANGE OVEN

11.04 RANGE HOOD EXHAUST

11.06 COUNTER TOP MICROWAVE

22.02 PREFABRICATED SHOWER PAN PER PLUMBING

23.01 PTAC PER MECHANICAL. PAINT PTAC GRILLE TO MATCH

SURROUNDING BUILDING COLOR

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE POWER
AND CONDENSATE IN SAME MANNER AS INSTALLED PTACs

26.08 ELECTRICAL SUB-PANEL, SEE ELECTRICAL

28.01 COMBINATION CARBON MONOXIDE SMOKE DETECTOR,

SEE ELECTRICAL
3/8" = 1'-0"AA6.1
10 A3 Bath Elevation
2 3/5/25
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
02/24/2026 C7 24 of 159

SC
SCSC
SC
SC
SC
B B
CC
9 9
10 10
20' - 0"
22 '

6 "
20 '

5 "
2'
-

1 "
4'
-

1 1
"
17 '

7 "
3'
-

0 "
2'
-

1 "
20' - 0"
5' - 6"14' - 6"
AA6.2
5 4
5'
-

1 0
"
14 '

7 "
3' - 6"8' - 1"11' - 11"
5' - 2"9' - 4"
VE
R
I
F
Y
5'
-

2 "
2' - 7"9' - 4"
5'
-

8 "
3'
-

1 0
"
10 '

9 "
U1R
U2
U3

23.01 LIVING

BEDROOM
BATH

23.04 22.02

10.08 9.09

26.08 B B
CC
7 7
22 '

6 "
7' - 11"14' - 4"
17 '

3 "
5'
-

3 "
3' - 0"4' - 11"14' - 4"
7' - 7"6' - 9"
AA6.2
6 8'
-

9 "
13 '

9 "
2' - 8"11' - 8"
4' - 11"6' - 9"
5' - 6"1' - 3"
U1R U2
U3

23.01 LIVING

BEDROOM
BATH

23.04 10.08

9.09 26.08

22.02 D D
CC
6 6
14' - 4"10' - 0"
22 '

6 "
AA6.2
7 22
'

6 "
6' - 9"7' - 7"
1' - 3"5' - 6"
13 '

9 "
5'
-

9 "
3'
-

0 "
11' - 8"2' - 8"
6' - 9"4' - 11"
U2
U3
U1R

23.01 LIVING

BEDROOM
BATH

23.04 10.08

9.09 26.08

22.02 18
"
66 "
30"38"12"12"
32"30"
36 "
18 "
30 "

11.01 11.06
30"21"32"24"
30 "
18 "
36 "
12"13"31"21"
36 "
No drawer stack?

11.02 11.04
8"54"21"30"30"3"
32"30"21"31"31"
36 "
18 "
66 "

11.06 11.02

11.01 11.04
32"30"21"31"31"
66 "
18 "
30"30"21"54"8"
36 "
48 "

11.06 11.02

11.01 11.04
B B
CC
9 9
10 10
EQ
EQ
2'
-

4 "

28.01 1
GB
8' -6"
GB
8' -6"
GB
9' -0"

9.08 EQ EQ
5'
-

6 "
2'
-

8 "
EQ EQ
5'
-

4 "

8.04 3
3 B B
CC
7 7
EQ EQ2'
-

4 "

28.01 GB
8' -6"
1 GB
9' -0"
GB
8' -6"

9.08 EQ EQ
5'
-

4 "
EQ EQ
7'
-

0 "
3'
-

0 "

EQ EQ EQ

8.04 3
3 D D
CC
6 6
EQ EQ
2'
-

4 "

28.01 GB
8' -6"
1 GB
8' -6"

9.08 GB
9' -0"

EQ EQ EQ EQEQ
EQ
9'
-

5 "
12 '

4 "
1' - 10"

EQ EQ EQ
5'
-

5 "

8.04 3
3 Sc
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Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

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Building A Unit Plans
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1 0
8 1/4" = 1'-0"AA6.2
1 Unit A4 Plan
1/4" = 1'-0"AA6.2
2 Unit A5 Plan
1/4" = 1'-0"AA6.2
3 Unit A6 Plan
3/8" = 1'-0"AA6.2
4 A4 Kitchen Elevation A
3/8" = 1'-0"AA6.2
5 A4 Kitchen Elevation B
3/8" = 1'-0"AA6.2
6 A5 Kitchen Elevation
3/8" = 1'-0"AA6.2
7 A6 Kitchen Bath Elevation
1/4" = 1'-0"AA6.2
8 A4 Ceiling
1/4" = 1'-0"AA6.2
9 A5 Ceiling
1/4" = 1'-0"AA6.2
10 A6 Ceiling
Keynotes

8.04 PROVIDE CEILING ACCESS DOOR IN EACH UNIT AT

WATER SHUTOFF VALVES, VERIFY SIZE AND LOCATION

BEFORE INSTALLATION

9.08 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

9.09 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

BEHIND TUB/SHOWER SURROUND

10.08 SHOWER DOORS WITH SAFETY GLAZING CONFORMING
TO CBC 2406

11.01 REFRIGERATOR

11.02 GAS RANGE OVEN

11.04 RANGE HOOD EXHAUST

11.06 COUNTER TOP MICROWAVE

22.02 PREFABRICATED SHOWER PAN PER PLUMBING

23.01 PTAC PER MECHANICAL. PAINT PTAC GRILLE TO MATCH

SURROUNDING BUILDING COLOR

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE

POWER AND CONDENSATE IN SAME MANNER AS
INSTALLED PTACs

26.08 ELECTRICAL SUB-PANEL, SEE ELECTRICAL

28.01 COMBINATION CARBON MONOXIDE SMOKE DETECTOR,

SEE ELECTRICAL
No. Description Date
1 Plan Check 1,
coordination
7/8/24
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
02/24/2026 C7 25 of 159

SCSC
SC
SC
SC
SC
SC
SC SC
SC SC
SC SC
SC SC
SC
SC
SC SC
SCSC
SC
SC
SC
SC
SCSC
SC

SC SC SC
SC
SC SC
SC
SC
SC
SC
SC
SCSC
SC
SC
SC
SC
SC
SC
SC
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
8 8
1 AA5.2
2 AA5.2
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
AA6.1
4AA6.1
5 AA6.1
6 3
AA5.2
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"
GB
8' -0"3
3 3
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
8 8
1 AA5.2
2 AA5.2
EQ EQ
EQ
EQ
2' - 7"2' - 8"
GB
8' -6"
ST
8' -0"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
GB
8' -6"
ST
8' -0"
AA6.2
8 AA6.2
9 AA6.2
10 3
AA5.2
3 Sc
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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Building A Ceiling
Plans
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8 1/8" = 1'-0"AA7
1 Level 1 Ceiling
1/8" = 1'-0"AA7
2 Level 2 Ceiling
No. Description Date
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
02/24/2026 C7 26 of 159

WH
WHWH
WH
WH
WH WH
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
8 8
Elec
1 Telecom
2 BathBath
7' - 3"4' - 10 3/4"
3' - 2 1/2"
11 3/4"
3' - 8"2' - 8"7' - 1"5' - 1 1/4"5' - 1 3/4"4' - 2"4' - 2"4' - 0"7' - 8"3' - 5 1/4" 5 3/4"
12' - 2"
5 3/4"
3' - 5 1/4"7' - 6"4' - 2"4' - 0"4' - 4"5' - 1 3/4"5' - 1 1/4" 7' - 1"
2' - 8"3' - 8"
11 3/4"
3' - 2 1/2"5' - 0 3/4"7' - 1"
3' - 2 3/4"16' - 9 1/4"20' - 0"
2' - 3 1/4"
4' - 0"13' - 8 3/4"2 3/4"19' - 6 1/2"2 3/4"13' - 8 3/4"4' - 1 1/4" 2' - 2"3' - 0 3/4"
16' - 11 1/4"16' - 9 1/4"3' - 2 3/4"

5.04 5.045.04

5.045.04

5.04 (E) CONDITIONS IN

THIS SUITE ARE

UNCLEAR, BUT

ALL INTERIOR

WALLS, WINDOWS

AND DOORS WILL

BE DEMOLISHED
1 1
12 12
D D
A A
B B
CC
2 2
3 3
4 4
5 5
6 6
7 7
9 9
10 10
11 11
8 8
13' - 7"0"
6' - 5"
3' - 10"7' - 9 1/2"4' - 1 1/2"3' - 6"9"20' - 0"2"7' - 7"12' - 3"9' - 7"4' - 3" 1' - 6"
3' - 6"
1' - 2"
3' - 7"10' - 3"6' - 2"9"4' - 6"8' - 3"3' - 6"3' - 0"
6' - 9"13' - 3"1' - 7"4' - 4 1/4"14' - 0 3/4"7' - 2"6' - 0"5' - 10 3/4" 11 1/4"
14' - 0 3/4"4' - 6 1/4"1' - 5"7' - 0"6' - 6"6' - 6"

5.04 5.04

5.045.04
Sc
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
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Building A Demolition
Plans
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1 0
8 1/8" = 1'-0"AAD1
1 Level 1 Demo
1/8" = 1'-0"AAD1
2 Level 2 Demo
Keynotes

5.04 (E) STEEL PIPE COLUMN, PROTECT IN PLACE
No. Description Date
02/24/2026 C7 27 of 159

W
D
WH
WH
C
34 2
5 6
7 1
E
F
B
A
D
B'
A'
1053 SF
Level 1 Left
1111 SF
Covered Walkway 1961 SF
Level 1 Right
79 SF
Mechanical
305 SF
Covered Walkway
64 SF
Storage
42 SF
Covered
59 SF
Stair 2
2 1
2 2
1 2
1 1
4 3
1 7
7 7
1 1
2 1
1 2 2
1 1
2 1
4 7
7 7
7 3
1 3
1 1
56 SF
Elec
4 1
2 1
159 SF
Min. Light 13 SF
Min. Vent 6 SF
153 SF
Min. Light 12 SF
Min. Vent 6 SF
242 SF
Min. Light 19 SF
Min. Vent 10 SF
172 SF
Min. Light 14 SF
Min. Vent 7 SF
273 SF
Min. Light 22 SF
Min. Vent 11 SF
226 SF
Min. Light 18 SF
Min. Vent 9 SF
138 SF
Min. Light 11 SF
Min. Vent 6 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
142 SF
Min. Light 11 SF
Min. Vent 6 SF
268 SF
Min. Light 21 SF
Min. Vent 11 SF
226 SF
Min. Light 18 SF
Min. Vent 9 SF
80 SF
Electrical
1 9.02

9.02 4
1 1
3 3
2 2
1 1
C
34 2
5 6
7 1
E
F
B
A
D
B'
A'
982 SF
Level 2 Left
1453 SF
Egress Balcony
1800 SF
Level 2 Right
110 SF
Stair 1
105 SF
Stair 2
2 2
1 1 2
2 2
2 2
2 2
2 1
1 2
1 1
1 1
7 7
7 7
77 2
2 2
2 2
2 149 SF
Min. Light 12 SF
Min. Vent 6 SF
149 SF
Min. Light 12 SF
Min. Vent 6 SF
245 SF
Min. Light 20 SF
Min. Vent 10 SF
245 SF
Min. Light 20 SF
Min. Vent 10 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
130 SF
Min. Light 10 SF
Min. Vent 5 SF
216 SF
Min. Light 17 SF
Min. Vent 9 SF
216 SF
Min. Light 17 SF
Min. Vent 9 SF
216 SF
Min. Light 17 SF
Min. Vent 9 SF
216 SF
Min. Light 17 SF
Min. Vent 9 SF
1 1
1 1
2 New 1-hour fire partition (party wall),
2x6 studs, 5/8" type 'X' gypsum
board both sides
New 1-hour fire partition (exterior corridor),
2x4 studs, stucco exterior, type 'X' gypsum
board interior

WALL TYPE LEGEND
1 3
Existing exterior wall, wood frame,
stucco exterior, gypsum board interior
Existing exterior wall, wood frame,
stucco both sides
Existing interior wall,
gypsum board both sides
5 New 2x4 stud framed wall, stucco exterior,
5/8" type 'X' gypsum board interior
6A
New 1-hour fire partition (exterior corridor),
2x6 studs, stucco exterior, type 'X' gypsum
board interior
6B
7 1 / A3
1 / A3
1 / A3
2 / A3
4 Existing fire barrier, wood frame,
gypsum board both sides
Sc
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ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 1
:
0 5
:
0 2

A
M
AB4.1
Building B Area Plans
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9 2
1 0
8 1/8" = 1'-0"AB4.1
1 Level 1
1/8" = 1'-0"AB4.1
2 Level 2
Area Schedule (Code Analysis)
Level Name Area
Level 1 Covered 42 SF
Level 1 Covered Walkway 1111 SF
Level 1 Covered Walkway 305 SF
Level 1 Elec 56 SF
Level 1 Electrical 80 SF
Level 1 Level 1 Left 1053 SF
Level 1 Level 1 Right 1961 SF
Level 1 Mechanical 79 SF
Level 1 Stair 1 57 SF
Level 1 Stair 2 59 SF
Level 1 Storage 64 SF
Level 1 4868 SF
Level 2 Egress Balcony 1453 SF
Level 2 Level 2 Left 982 SF
Level 2 Level 2 Right 1800 SF
Level 2 Private Decks 304 SF
Level 2 Stair 1 110 SF
Level 2 Stair 2 105 SF
Level 2 4755 SF
Grand Total 9622 SF
Unit Area Schedule
Name Area
101 B1 450 SF
102 B2 541 SF
103 B3 521 SF
104 B1 450 SF
105 B4 491 SF
106 B5 402 SF
Level 1 2854 SF
201 B1 450 SF
202 B1 450 SF
203 B6 450 SF
203 Private Deck 155 SF
204 B6 450 SF
204 Private Deck 153 SF
205 B7 491 SF
206 B7 491 SF
Level 2 3089 SF
Grand Total 5944 SF
Keynotes

9.02 (E) 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILINGS UNDER STAIR. REPAIR AS NECESSARY TO FORM A COMPLETE TAPED AND

MUDDED MEMBRANE
1 Keep 26" PTAC these two rooms.

NORTH
No. Description Date
1 Plan Check 1,
coordination
7/8/24
02/24/2026 C7 28 of 159

UP
W
D
WH
WH
DN
DN
C C
3 3
4 4
2 2
5 6
6 7
7 1
1 E
F
B
A
D
B'
A'
Unit B1
116
6'
-

0 "
22 '

6 "
22 '

6 "
6'
-

0 "
Unit B1
113
Unit B3
115
Unit B2
114
15' - 0"
15' - 0"
40' - 3"
30' - 0"
10' - 3"
15' - 0"
15' - 0"
2 AB5.2
57 '

0 "
50' - 3"
20' - 0"20' - 0"10' - 3"
30' - 0"
10' - 3"
38' - 10"
5' - 6"
33' - 4"
20' - 0"20' - 0"10' - 3"
5' - 0"5' - 4"4' - 11"
Unit B4
117
Unit B5
118
AB6.2
1 AB6.1
1 1
AB5.2
U1U1
U1 U1
B2
B3
B4
B5
U1
U1
B6
B1 Elec
1 Water Heater
2 Laundry
6 Storage
3 Telecom
4 Storage
5 D
H
K
M
H H
G
3 AB5.2

9.02 9.02
E
D
Pt
J
D
G

23.04 10.07

23.04 23.04

23.04 -
---
-
---
14 A3.1
19 A3.1
-
---
-
---
14 A3.1
19 A3.1

22.01 22.01
2 2/18/25

10.09 3

26.12 C
3 3
4 4
2 2
5 6
6 7
7 1
1 E
F
B
A
D
B'
A'

PRIVATE

BALCONY
AB6.1
3 2
AB5.2

EGRESS BALCONY

EGRESS BALCONY
EGRESS

BALCONY
EG
R
E
S
S

B
A
L
C
O
N
Y
Unit B1
213
Unit B1
214
Unit B6
216
Unit B6
215
Unit B7
217
Unit B7
218
50' - 3"
20' - 0"20' - 0"10' - 3"
6'
-

0 "
22 '

6 "
22 '

6 "
6'
-

0 "
57 '

0 "
20' - 0"20' - 0"10' - 3"
5' - 4"4' - 11"5' - 0"
40' - 3"
30' - 0"
10' - 3"
15' - 0"
15' - 0"
5' - 6"
33' - 4"
38' - 10"
30' - 0"
10' - 3"
15' - 0"
15' - 0"
AB6.3
1 1
AB5.2
U1
U1U1
U1
U1
U1
EE
K K
L
F
F
D
D
X
3 AB5.2
K
Nt
F
Q Q

23.04 23.04

23.04 K

10.09 3

10.093

10.093
C
34 2
5 6
7 1
E
F
B
A
D
B'
A'
2 AB5.2
OPEN
OPEN
1 AB5.2

23.02 23.02

23.02 7.01

7.01 7.01

7.01 7.02

7.01 7.01

7.01 7.02
3 AB5.2
Floor Plan Notes

1. DIMENSIONS ARE FROM CENTERLINE OF GRID INTERSECTIONS OR FACE OF STUD, U.N.O.

2. INTERIOR NON-BEARING STUD WALLS FOR TYPE V-B 1-HR
CONSTRUCTION WITHIN INDIVIDUAL UNITS ARE 2x4 WOOD STUDS AT 24" O.C. U.N.O.

3. EXTERIOR STUD WALLS ARE EXISTING. FRAME-IN EXISTING

EXTERIOR OPENING WITH LUMBER OF THE SAME SIZE AND
SPACING.

4. PROVIDE BLOCKING AT ALL WALL STOPS, TV LOCATIONS, KITCHEN

CABINETS, VANITIES, HEADBOARDS, CEILING FANS, TOILET
ACCESSORIES, AND CLOSET SHELF & POLE.

5. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND

ROOF CEILINGS SHALL BE PROTECTED WITH THROUGH

PENETRATION FIRE STOPS AND MEMBRANE PENETRATION FIRE
STOPS PER CBC 713. CAULK UNDER INTERIOR PARTY-WALL SILL PLATES.

6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL SHEETS FOR
LOCATIONS AND SIZES OF ADDITIONAL WALL PENETRATIONS.

7. DO NOT SCALE DRAWINGS.

8. FOR FIRE RATINGS OF WALLS, SEE BUILDING AREA PLANS.

9. IN ACCESSIBLE UNITS THE HIGHEST AND LOWEST OPERABLE

ELECTRICAL AND COMMUNICATION EQUIPMENT RECEPTACLES ON
WALLS SHALL BE MOUNTED NO LOWER THAN 15" FROM THE FLOOR TO THE BOTTOM OF THE BOX.

10. MEMBRANE PENETRATIONS SHALL BE CONSTRUCTED PER DETAILS ON SHEET A3.

11. IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE

INSTALLED TO SUBDIVIDE FLOOR/CEILING ASSEMBLIES, PER CBC 718.3.

12. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANEL, 3/8-INCH
PARTICLEBOARD, 1-INCH NOMINAL LUMBER, CEMENT FIBERBOARD,

BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER, OR
OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE
INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. CBC 718.3.1

13. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE
FOLLOWING LOCATIONS:

A. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT

ENCLOSURES AND EXIT PASSAGEWAYS WHERE THEY ARE NOT
PERMITTED TO PENETRATE.

B. DUCTS PENETRATING SHAFTS.

C. DUCTS PENETRATING FIRE PARTITIONS AND FIRE RATED

CORRIDOR WALLS, EXCEPT THROUGH PENETRATIONS WHERE
THE DUCT IS 0.019" THICK STEEL WITH NO OPENINGS INTO THE CORRIDOR.

D. DUCTS PENETRATING SMOKE BARRIERS.

E. DUCTS PENETRATING HORIZONTAL ASSEMBLIES.

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 1
:
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:
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A
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AB4.2
Building B Floor
Plans
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992
95 8

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9 2
1 0
8 1/8" = 1'-0"AB4.2
1 Level 1
1/8" = 1'-0"AB4.2
2 Level 2
1/8" = 1'-0"AB4.2
3 Roof
Keynotes

7.01 (E) ROOF TILE

7.02 (E) MEMBRANE ROOFING. PATCH AND REPAIR AS NEEDED AT NEW

PENETRATIONS

9.02 (E) 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILINGS UNDER STAIR. REPAIR

AS NECESSARY TO FORM A COMPLETE TAPED AND MUDDED MEMBRANE

10.07 KNOX-VAULT SERIES 4400 KEY BOX, VERIFY FINAL LOCATION WITH FIRE DEPT.

RECESS MOUNT AT 5'-0" ABOVE STANDING SURFACE. PREMISES KEYS FOR ALL

BUILDING AREAS (GRAND MASTER SYSTEM KEYS) LABELED WITH APPROVED KEY

TAGS IDENTIFYING EACH DOOR OR AREA SERVED

10.09 FIRE EXTINGUISHER CABINET, RECESSED; 48" MAX. TO HIGHEST OPERABLE PART

22.01 WATER HEATER PER PLUMBING

23.02 GOOSENECK VENT, TYPICAL, SEE MECHANICAL

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE POWER AND CONDENSATE IN SAME MANNER AS INSTALLED PTACs

26.12 (E) ELECTRICAL MAIN, SEE ELECTRICAL
1 Window Schedule
Count
Type
Mark Description Width Height
Frame
Material Glass Light Vent Comments
5 D Horz Slider 5' - 0" 5' - 0"Dual Pane, Low-E 20.00 10.50 3 E Horz Slider 4' - 6" 5' - 0"Dual Pane, Low-E 18.00 9.45 3 F Horz Slider 4' - 0" 4' - 0"Dual Pane, Low-E 12.80 6.72 2 G Sgl Hung 4' - 0" 5' - 0"Dual Pane, Low-E 14.60 8.00 3 H Sgl Hung 3' - 6" 5' - 0"Dual Pane, Low-E 12.78 7.00 1 J Sgl Hung 3' - 0" 6' - 0"Dual Pane, Low-E 13.32 7.20 5 K Sgl Hung 3' - 0" 5' - 0"Dual Pane, Low-E 11.10 6.00 1 L Sgl Hung 3' - 0" 4' - 0"Dual Pane, Low-E 8.88 4.80
1 M Sgl Hung 2' - 6" 5' - 0"Dual Pane, Low-E 9.13 5.00
1 Nt Sgl Hung 2' - 0" 5' - 0"Dual Pane, Low-E, Tempered 7.30 4.00 1 Pt Fixed 2' - 0" 5' - 0"Dual Pane, Low-E, Tempered
2 Q Sgl Hung 2' - 0" 4' - 0"Dual Pane, Low-E 5.92 3.20
1 X Fixed 4' - 0" 5' - 0" AL Existing Existing
NORTH
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 02/24/2026 C7 29 of 159

Level 1
0"
Level 2
15' -6"
Roof
25' -6"
34 2 1

7.01 6.07

6.09 8.02 8.019.03

7.01 6.09

6.07 6.07

8.01 9.03 23.0310.06

9.04 9.05

9.07 9.05

9.04 9.04

9.05 9.05

6.12 6.12
-
---
14 A3.2 -
---
14 A3.2
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
D B'A'

9.03 8.028.01

9.03 7.01

6.07 7.017.01

6.07 6.09

9.03 10.04

10.06 9.05

9.04 9.04

9.06 9.05

9.039.05

9.04 9.05

6.12 6.12

9.05 -
---
15 A3.2
-
---
14 A3.2
8'
-

0 "
4' - 0"

26.10 26.10
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
3 421

7.01 9.03

9.036.08 8.02 8.01

9.03 6.09

6.07 6.07

9.03 7.01

7.01 6.07

9.05 9.04

9.05 9.059.07 9.07

9.05 9.05

9.04 9.03

9.04 9.06

9.05 6.12

6.12 9.059.05

9.05 -
---
14 A3.2
-
---
14 A3.2
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
567

7.01 6.07

9.03 8.02

8.028.01 7.01

6.07 6.096.09

9.03 8.01

23.03 9.04

9.05 9.05 9.05

9.07 9.04

9.04 9.056.12 6.12
-
---
14 A3.2
-
---
14 A3.2
Level 1
0"
Level 2
15' -6"
Roof
25' -6"

C E FBA

7.01 9.03

6.07 6.09 7.01

6.07 8.01

8.028.02 9.03

10.04 10.06

9.05 9.06

9.04 9.07

9.05 9.05

9.04 9.05

9.03 6.12

6.12 -
---
15 A3.2
-
---
14 A3.2
8'
-

0 "
4' - 0"

26.10 Level 1
0"
Level 2
15' -6"
Roof
25' -6"
5 6 7

9.03 8.028.01

9.03 7.01

6.07 10.07

9.04 9.05

9.07 9.04

9.05 9.05

9.05 9.05
Sc
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Set Date
Dr
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Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE

ORIGINAL AND UNPUBLISHED WORK OF

THE ARCHITECT AND MAY NOT BE

DUPLICATED, USED OR DISCLOSED

WITHOUT WRITTEN CONSENT OF

ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 1
:
0 6
:
0 1

A
M
AB5.1
Building B Elevations
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992
95 8

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9 2
1 0
8 1/8" = 1'-0"AB5.1
1 South Elevation Right
1/8" = 1'-0"AB5.1
3 West Elevation
1/8" = 1'-0"AB5.1
4 North Elevation Right
1/8" = 1'-0"AB5.1
5 South Elevation Left
1/8" = 1'-0"AB5.1
2 East Elevation
1/8" = 1'-0"AB5.1
6 North Elevation Left
1 Keynotes

6.07 (E) WOOD POST, REPAINT, COLOR BROWN: SHERWIN WILLIAMS SW 6173, FLAT

6.08 (E) TWIN WOOD POST AND LINTEL, REPAINT, COLOR BROWN:

SHERWIN WILLIAMS SW 6173, FLAT

6.09 (E) WOOD BEAM, REPAINT, COLOR BROWN: SHERWIN WILLIAMS SW 6173, FLAT

6.12 DECORATIVE PVC LATTICE SCREEN, ACURIO LATTICEWORKS "ROMAN", OR APPROVED EQUAL

7.01 (E) ROOF TILE

8.01 WINDOW PER PLAN

8.02 DOOR PER PLAN

9.03 PAINTED STUCCO, MAIN BODY, WHITE: SHERWIN WILLIAMS SW 7013 IVORY COVE, FLAT

9.04 PAINTED STUCCO, ACCENT, GREEN (DOES NOT APPLY PER
PLANNING COMMISSION): SHERWIN WILLIAMS SW 9183 DARK

COVE, FLAT

9.05 PAINTED STUCCO, ACCENT TRIM, BROWN: SHERWIN WILLIAMS SW 6173, FLAT

9.06 MEDALLION: CORAFORM, CALIFORNIA 257 TRIM, CUT AND MITRE TO FORM 36" x 36" SQUARE, PAINTED COLOR 9.05

9.07 QUATREFOIL: CORAFORM, QUATREFOIL, 22" x 22", PAINTED COLOR 9.05

10.04 BUILDING SIGNAGE, BRONZE

10.06 BUILDING ADDRESS SIGNAGE, BRONZE

10.07 KNOX-VAULT SERIES 4400 KEY BOX, VERIFY FINAL LOCATION WITH FIRE DEPT. RECESS MOUNT AT 5'-0" ABOVE STANDING
SURFACE. PREMISES KEYS FOR ALL BUILDING AREAS (GRAND

MASTER SYSTEM KEYS) LABELED WITH APPROVED KEY TAGS

IDENTIFYING EACH DOOR OR AREA SERVED

23.03 PTAC GRILLE PER MECHANICAL, PAINT TO MATCH SURROUNDING

BUILDING COLOR

26.10 BRACKET LIGHT, SEE ELECTRICAL
No. Description Date
1 Plan Check 1,
coordination
7/8/24
02/24/2026 C7 30 of 159

Level 1
0"
Level 2
15' -6"
Roof
25' -6"

C E FBA
9'
-

0 "
9'
-

0 "

6.01 6.01

23.027.01

6.01 6.02

6.05 6.06

9.01 9.01

6.03 6.06

6.05 -
---
9 A3
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
DB'A'

6.01 6.01

6.05 6.056.05

6.06 6.05

23.02 6.02
9'
-

0 "
9'
-

0 "

6.05 3.02
-
---
9 A3
Level 1
0"
Level 2
15' -6"
Roof
25' -6"
3 4 2 1

7.01 6.01

6.01 23.02

7.01 6.01

6.05 6.05

3.02 6.02 6.06

6.05 6.05

6.05 6.06

9.01 9.01
-
---
9 A3
Sc
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Dr
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Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 1
:
0 6
:
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A
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AB5.2
Building B Sections
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992
95 8

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9 2
1 0
8 1/8" = 1'-0"AB5.2
2 Section 2
1/8" = 1'-0"AB5.2
1 Section 1
1/8" = 1'-0"AB5.2
3 Section 3
Keynotes

3.02 (E) CONCRETE SLAB

6.01 (E) ROOF FRAMING

6.02 (E) FLOOR FRAMING I-JOISTS 16" O.C.

6.03 (E) 18" GLULAM FLOOR BEAM

6.05 (E) 2x STUD WALL FRAMING

6.06 (E) DECK FRAMING

7.01 (E) ROOF TILE

9.01 5/8" TYPE 'X' GYPSUM BOARD

23.02 GOOSENECK VENT, TYPICAL, SEE MECHANICAL
No. Description Date
02/24/2026 C7 31 of 159

WD
WH
SC
SC
SC
SC
SC
SCSC
SC
56 D
B'
AB6.1
9 AB6.1
AB6.15
30' - 0"
8' - 9"6' - 3"
AB6.18
21 '

2 "
12 '

2 "
33 '

4 "
24 '

1 "
9'
-

3 "
15' - 0"15' - 0"
8'
-

8 "
2'
-

1 1
"
9'
-

7 "
Unit B4
117
Unit B5
118
U1
U3U2
U1
B6
12 '

7 "
11 '

6 "
15"
28 "
MIN. CLR.
ø 5' - 0"
L3 L3
L2 L1
G D
G
Pt
J
48"
30 "
30"x48" CLEAR

SPACE CENTERED

ON EQUIPMENT
LIVING

BEDROOM
BATH
Laundry
6 BEDROOM
LIVING
BATH

23.0123.01
6 23.04

23.04 AB6.110

9.09 9.09

26.08 U3
U2

26.08 22.01
1 10.09
3 10.09
3 56
D
B'
2' - 4"
EQ
EQ
EQ
3' - 0"
2'
-

0 "

28.01 1
EQEQ
EQ
EQ
EQ
EQ
EQEQ
GB
9' -0"
GB
9' -0"
GB
9' -0"
GB
9' -0"
EQEQ
GB
8' -0"GB
9' -0"
GB
8' -0"

9.08 9.08
2'
-

4 "

EQ EQ EQ

8.04 8.04

8.068.06
EQEQ
2 2
56 D
B'
15' - 0"15' - 0"
AB6.1 733
'

4 "
21 '

5 "
11 '

1 1
"
12 '

7 "
8'
-

1 0
"
Unit B7
217
Unit B7
218
U1U1
U2 U2
U3U3
F F
D D
LIVING

BEDROOM
BATH
LIVING
BATH

BEDROOM

23.0123.01

23.0423.04

9.099.09

26.08 8' - 9"6' - 3"6' - 3"8' - 9"

10.09 3
56 D
B'
EQ
EQ
EQ
2'
-

0 "
EQ
EQ
EQEQ
EQEQ
EQ
EQ
GB
9' -0"
GB
9' -0"

9.089.08
2' - 4"2' - 4"
EQ
EQ
EQ
EQ EQ
EQ
EQ
2'
-

0 "
EQ EQ
EQ
EQ
GB
9' -0"

8.04 8.04
EQEQ
GB
9' -0"
GB
9' -0"
GB
9' -0"
30 "
18 "
36 "
31"15"33"15"28"15"
15"33"15"
VERIFY
31"12"
18 "
66 "
36 "
18 "
30 "
12 "
36 "

11.01 11.03

11.05 30
"
18 "
36 "
12"31"15"33"12"31"
18 "
66 "
12"
VERIFY
31"15"33"12"
36 "
18 "
30 "
12 "
36 "

11.01 11.03

11.05 M
I
N
.
15 "
48 "

M
A
X
.
1 L1 L2
L3 L3
30 "
18 "
36 "
12"30"12"31"12"
18 "
66 "
30 "
18 "
36 "
31"12"30"12"31"12"
12 "
36 "

11.01 11.03

11.05 40
"
2"
4"
34 "
6'
-

8 "

6.10 19
"
40 "
2"
4"
34 "
6'
-

8 "

6.10 19
"
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

i
n
d
i
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a
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10 /
6 /
2 0
2 5

1 1
:
0 6
:
1 0

A
M
AB6.1
Building B Unit Plans
West
Ho
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I
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t

G
r
o
u
p
Sa
n
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F
e

P
l
a
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M
u
l
t
i
-
F
a
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i
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Au
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o
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Oct. 6, 2025
992
95 8

P
o
s
t
a
l

W
a
y
,

V
i
s
t
a

C
A
16 5
0 H
o
t
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l

C
i
r
c
l
e

N
o
r
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,

S
u
i
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e

2 0
0 ,

S
a
n

D
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e
g
o
,

C
A

9 2
1 0
8 1/4" = 1'-0"AB6.1
1 Level 1 Plan West
1/4" = 1'-0"AB6.1
2 Level 1 Ceiling West
1/4" = 1'-0"AB6.1
3 Level 2 Plan West
1/4" = 1'-0"AB6.1
4 Level 2 Ceiling West
3/8" = 1'-0"AB6.1
5 B4 Kitchen Elevation
3/8" = 1'-0"AB6.1
7 B7 Kitchen Elevation
3/8" = 1'-0"AB6.1
9 Laundry Elevation B
Keynotes

6.10 PREFABRICATED WATER-RESISTANT TUB/SHOWER
SURROUND, MIN. 72" ABOVE DRAIN INLET

8.04 PROVIDE CEILING ACCESS DOOR IN EACH UNIT AT

WATER SHUTOFF VALVES, VERIFY SIZE AND LOCATION

BEFORE INSTALLATION

8.06 CEILING ACCESS PANEL WITH KEYED LOCK, 22"x30",
BEST ACCESS DOORS 'BA-AHD' OR EQUIVALENT.

PROVIDE 30" SQUARE 1/2" PLYWOOD ADJACENT TO

OPENING

9.08 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

9.09 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

BEHIND TUB/SHOWER SURROUND

10.09 FIRE EXTINGUISHER CABINET, RECESSED; 48" MAX. TO

HIGHEST OPERABLE PART

11.01 REFRIGERATOR

11.03 ELECTRIC RANGE OVEN

11.05 WALL MOUNTED MICROWAVE WITH RANGE HOOD

EXHAUST

22.01 WATER HEATER PER PLUMBING

23.01 PTAC PER MECHANICAL. PAINT PTAC GRILLE TO MATCH

SURROUNDING BUILDING COLOR

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE

POWER AND CONDENSATE IN SAME MANNER AS
INSTALLED PTACs

26.08 ELECTRICAL SUB-PANEL, SEE ELECTRICAL

28.01 COMBINATION CARBON MONOXIDE SMOKE DETECTOR,

SEE ELECTRICAL
Laundry Equipment Schedule
Type
Mark Description Manufacturer Model Comments
L1 Front Load Washer Encore Pro DLHF0315GC2 6" Pedestal L2 Front Load Dryer Encore Pro WHLFP715GC2 6" Pedestal
L3 Stacked Washer Dryer Encore Pro WDLHS0315GC2
3/8" = 1'-0"AB6.1
6 B5 Kitchen Elevation
3/8" = 1'-0"AB6.1
8 B4 Bath Elevation
3/8" = 1'-0"AB6.1
10 Unit 5 Bath Elevation 2
3/5/25
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 02/24/2026 C7 32 of 159

WH
SC
SC
SC
SC
SC
SCSC
SC
C
34 2
E
B
AB6.2 2
AB6.2
6 AB6.2 4
20' - 0"20' - 0"
22 '

6 "
22 '

6 "
AB6.28
AB6.2 3
20' - 0"20' - 0"
10' - 9"9' - 3"
2' - 0"
8'
-

3 "
2'
-

0 "
5'
-

4 "
Unit B1
113
Unit B2
114
Unit B3
115
Unit B1
116
AB6.2
7 U1U1
U3
U1U1
U3
15 '

7 "
6'
-

1 1
"
12 '

0 "
10 '

6 "
13' - 1"6' - 11"6' - 7"2' - 6"10' - 11"
5'
-

3 "
6'
-

9 "
U2
U3
9'
-

0 "
9'
-

8 "
10' - 11"2' - 6"6' - 7"8' - 9"11' - 3"
10 '

6 "
12 '

0 "
11 '

1 0
"
10 '

8 "
5'
-

3 "
6'
-

9 "
U3
U2
U2
8'
-

0 "
8'
-

0 "
E
H H
K
H
D D
M
LIVING
BATH

BEDROOM
LIVING

BEDROOM
CLOSET
BATH
BATH

BEDROOM
LIVING

BATHBEDROOM
LIVING

23.01 23.01

23.0123.01

23.04 23.04

9.09 9.09

26.08 26.08

26.08 26.08
U4
2 22.01
U2
2 2/18/25

10.09 3
18 "
66 "
30 "
18 "
36 "
30 "
18 "
12 "
36 "
30 "
18 "
36 "
31"12"33"15"31"
12"33"15"
VERIFY
31"

11.01 11.03

11.05 26.08
31"12"33"15"31"12"
12"33"15"
VERIFY
31"12"
30 "
18 "
36 "
12 "
36 "
18 "
66 "
30 "
18 "
36 "

11.01 11.03

11.05 27"30"15"54"8"
66 "
18 "
36 "
18 "
30 "
31"31"15"30"27"

11.01 11.03

11.05 C
34 2 1
E
B
5'
-

0 "
4' - 1"
2'
-

4 "
1'
-

1 0
"
EQ EQ
EQ EQ
EQ
EQ
EQ
EQ EQ 5'
-

7 "
1' - 10"
3'
-

9 "
3'
-

9 "
EQ EQ

28.01 1
EQ
EQ
EQ
EQ
EQ EQ
2' - 4"
EQ
EQ
EQ EQ
GB
9' -0"
GB
9' -0"
GB
8' -0"
GB
9' -0"
GB
9' -0"
GB
8' -0"
GB
7' -1"
GB
9' -0"
GB
8' -0"

9.08 9.08

9.08 GB
9' -0"
GB
8' -0"

9.08 2' - 4"
3'
-

9 "
3'
-

9 "
EQ
EQ
EQ
EQ
EQ EQ
4' - 0"4' - 0"
3'
-

0 "

8.04 8.04

8.068.06

8.068.06
EQ
EQ
EQ
EQ
2 2
2 2
2 3/5/25
GB
9' -0"GB
9' -0"
40 "
2"
4"
34 "

6.10 6'
-

8 "
36"
19 "
34 "
4"
2"
40 "

6.10 6'
-

8 "
36"
19 "
40 "
2"
4"
34 "

6.10 36"
19 "
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

i
n
d
i
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e
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10 /
6 /
2 0
2 5

1 1
:
0 6
:
1 5

A
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AB6.2
Building B Unit Plans
East
Ho
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I
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G
r
o
u
p
Sa
n
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F
e

P
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M
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a
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Au
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Oct. 6, 2025
992
95 8

P
o
s
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a
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W
a
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V
i
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a

C
A
16 5
0 H
o
t
e
l

C
i
r
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l
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N
o
r
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,

S
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2 0
0 ,

S
a
n

D
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o
,

C
A

9 2
1 0
8 1/4" = 1'-0"AB6.2
1 Level 1 Plan East
3/8" = 1'-0"AB6.2
2 B1 Kitchen Elevation
3/8" = 1'-0"AB6.2
4 B2 Kitchen Elevation
3/8" = 1'-0"AB6.2
6 B3 Kitchen Elevation
1/4" = 1'-0"AB6.2
5 Level 1 Ceiling East
Keynotes

6.10 PREFABRICATED WATER-RESISTANT TUB/SHOWER
SURROUND, MIN. 72" ABOVE DRAIN INLET

8.04 PROVIDE CEILING ACCESS DOOR IN EACH UNIT AT

WATER SHUTOFF VALVES, VERIFY SIZE AND LOCATION

BEFORE INSTALLATION

8.06 CEILING ACCESS PANEL WITH KEYED LOCK, 22"x30",
BEST ACCESS DOORS 'BA-AHD' OR EQUIVALENT.

PROVIDE 30" SQUARE 1/2" PLYWOOD ADJACENT TO

OPENING

9.08 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

9.09 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

BEHIND TUB/SHOWER SURROUND

10.09 FIRE EXTINGUISHER CABINET, RECESSED; 48" MAX. TO

HIGHEST OPERABLE PART

11.01 REFRIGERATOR

11.03 ELECTRIC RANGE OVEN

11.05 WALL MOUNTED MICROWAVE WITH RANGE HOOD

EXHAUST

22.01 WATER HEATER PER PLUMBING

23.01 PTAC PER MECHANICAL. PAINT PTAC GRILLE TO MATCH

SURROUNDING BUILDING COLOR

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE

POWER AND CONDENSATE IN SAME MANNER AS
INSTALLED PTACs

26.08 ELECTRICAL SUB-PANEL, SEE ELECTRICAL

28.01 COMBINATION CARBON MONOXIDE SMOKE DETECTOR,

SEE ELECTRICAL
3/8" = 1'-0"AB6.2
3 B3 Bath Elevation
3/8" = 1'-0"AB6.2
7 B1 Bath Elevation
3/8" = 1'-0"AB6.2
8 B2 Bath Elevation
2 3/5/25
No. Description Date
1 Plan Check 1,
coordination
7/8/24
2 Coordination 3/12/25
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 02/24/2026 C7 33 of 159

SC
SC
SC
SC
SC
SC
SC
SC
C
34 2
E
B
AB6.33
22 '

6 "
22 '

6 "
20' - 0"20' - 0"
12 '

3 "
10 '

3 "
12 '

0 "
10 '

6 "
12 '

3 "
10 '

3 "
12 '

0 "
10 '

6 "
20' - 0"20' - 0"
10' - 11"9' - 1"9' - 1"10' - 11"
6' - 2"2' - 11"2' - 11"6' - 2"
13' - 5"4' - 0"2' - 7"2' - 7"4' - 0"13' - 5"
13' - 5"4' - 0"2' - 7"2' - 7"4' - 0"13' - 5"
5'
-

3 "
6'
-

9 "
7'
-

0 "
5'
-

3 "
6'
-

9 "
5'
-

3 "
7'
-

0 "
5'
-

3 "
4'
-

0 "
11 '

6 "
4'
-

0 "
11 '

9 "
Unit B1
213
Unit B1
214
Unit B6
215
Unit B6
216
U1U1
U1 U1
U3
U2
U3
U2
U2
U3
U2
U3
9'
-

2 "
9'
-

2 "

K Q Q K
Nt
K
EE
F
L
LIVING

BEDROOM
BATH
LIVING
BATH

BEDROOM

LIVING LIVING

BEDROOMBEDROOMBATH
BATH

23.0123.01

23.01 23.01

23.04 23.04

23.04 AB6.3
4 9.09

9.09 26.08

26.08 K

10.09 10.09
3 3
31"12"33"15"31"13"
18 "
66 "
12"33"15"
VERIFY
31"13"
30 "
18 "
36 "
30 "
18 "
36 "
12 "
36 "

11.01 11.03

11.05 C
34 2
E
B
2' - 0"
EQ
EQ
1'
-

1 0
"
1' - 10"
EQ
EQ
EQ
2' - 4"
EQ
EQ
5'
-

2 "
EQ EQ
2'
-

0 "
EQ
EQ
EQ
2' - 4"

28.01 1
EQ
EQ
EQ EQ
GB
9' -0"
GB
9' -0"
GB
9' -0"
GB
9' -0"
GB
9' -0"
GB
9' -0"

9.08 9.08
2'
-

0 "
EQ EQ
EQ
EQ
EQ
EQ
GB
9' -0"

9.08 GB
9' -0"
GB
9' -0"
EQ
EQ
GB
9' -0"

9.08 2' - 4"
EQ
EQ
EQ
1' - 10"
1'
-

1 0
"
2' - 0"GB
9' -0"
GB
9' -0"

8.048.04

8.048.04
EQ
EQ

6.10 40
"
2"
4"
34 "
6'
-

8 "
19 "
Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.

i
n
d
i
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a
t
e
d
10 /
6 /
2 0
2 5

1 1
:
0 6
:
1 8

A
M
AB6.3
Building B Unit Plans
East
Ho
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I
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s
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m
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n
t

G
r
o
u
p
Sa
n
t
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F
e

P
l
a
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M
u
l
t
i
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F
a
m
i
l
y
Au
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o
r
Oct. 6, 2025
992
95 8

P
o
s
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a
l

W
a
y
,

V
i
s
t
a

C
A
16 5
0 H
o
t
e
l

C
i
r
c
l
e

N
o
r
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,

S
u
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e

2 0
0 ,

S
a
n

D
i
e
g
o
,

C
A

9 2
1 0
8 1/4" = 1'-0"AB6.3
1 Level 2 Plan East
3/8" = 1'-0"AB6.3
3 B6 Kitchen Elevation
1/4" = 1'-0"AB6.3
2 Level 2 Ceiling East
Keynotes

6.10 PREFABRICATED WATER-RESISTANT TUB/SHOWER
SURROUND, MIN. 72" ABOVE DRAIN INLET

8.04 PROVIDE CEILING ACCESS DOOR IN EACH UNIT AT

WATER SHUTOFF VALVES, VERIFY SIZE AND LOCATION

BEFORE INSTALLATION

9.08 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

9.09 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD

BEHIND TUB/SHOWER SURROUND

10.09 FIRE EXTINGUISHER CABINET, RECESSED; 48" MAX. TO

HIGHEST OPERABLE PART

11.01 REFRIGERATOR

11.03 ELECTRIC RANGE OVEN

11.05 WALL MOUNTED MICROWAVE WITH RANGE HOOD

EXHAUST

23.01 PTAC PER MECHANICAL. PAINT PTAC GRILLE TO MATCH

SURROUNDING BUILDING COLOR

23.04 FRAME OPENING FOR FUTURE 26" PTAC. PROVIDE

POWER AND CONDENSATE IN SAME MANNER AS
INSTALLED PTACs

26.08 ELECTRICAL SUB-PANEL, SEE ELECTRICAL

28.01 COMBINATION CARBON MONOXIDE SMOKE DETECTOR,

SEE ELECTRICAL
3/8" = 1'-0"AB6.3
4 B6 Bath Elevation
No. Description Date
1 Plan Check 1,
coordination
7/8/24
3 Fire Dept, SDG&E,
Owner, Coord.
7/30/25
3 02/24/2026 C7 34 of 159

WH
C C
3 3
4 4
2 2
5 6
6 7
7 1
1 E
F
B
A
D
B'
A'
2 AB5.2
1 AB5.2
3 AB5.2

5.04 C
34 2
5 6
7 1
E
F
B
A
D
B'
A'
2 AB5.2
1 AB5.2
3 AB5.2

5.04 Sc
a
l
e
Set Date
Dr
a
w
n

B
y
Project Number

ALL DRAWINGS AND WRITTEN MATERIAL

APPEARING HEREIN CONSTITUTE ORIGINAL

AND UNPUBLISHED WORK OF THE

ARCHITECT AND MAY NOT BE DUPLICATED,

USED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF ARCHITECT
SHEET NO.
1/
8 "

1 '
-
0 "
10 /
6 /
2 0
2 5

1 1
:
0 6
:
2 0

A
M
ABD1
Building B Demolition
Plans
Ho
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G
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Sa
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F
e

P
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M
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a
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Au
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Oct. 6, 2025
992
95 8

P
o
s
t
a
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W
a
y
,

V
i
s
t
a

C
A
16 5
0 H
o
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e
l

C
i
r
c
l
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N
o
r
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,

S
u
i
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e

2 0
0 ,

S
a
n

D
i
e
g
o
,

C
A

9 2
1 0
8 1/8" = 1'-0"ABD1
1 Level 1 Demo
1/8" = 1'-0"ABD1
2 Level 2 Demo
Keynotes

5.04 (E) STEEL PIPE COLUMN, PROTECT IN PLACE
No. Description Date
02/24/2026 C7 35 of 159

02/24/2026 C7 36 of 159
EXHIBIT 6

02/24/2026 C7 37 of 159

02/24/2026 C7 38 of 159

02/24/2026 C7 39 of 159

02/24/2026 C7 40 of 159

02/24/2026 C7 41 of 159

02/24/2026 C7 42 of 159

02/24/2026 C7 43 of 159

02/24/2026 C7 44 of 159

02/24/2026 C7 45 of 159

02/24/2026 C7 46 of 159

02/24/2026 C7 47 of 159

02/24/2026 C7 48 of 159

02/24/2026 C7 49 of 159

02/24/2026 C7 50 of 159

02/24/2026 C7 51 of 159

02/24/2026 C7 52 of 159

02/24/2026 C7 53 of 159

02/24/2026 C7 54 of 159

02/24/2026 C7 55 of 159

02/24/2026 C7 56 of 159

02/24/2026 C7 57 of 159

02/24/2026 C7 58 of 159

02/24/2026 C7 59 of 159

02/24/2026 C7 60 of 159

02/24/2026 C7 61 of 159

02/24/2026 C7 62 of 159

02/24/2026 C7 63 of 159

02/24/2026 C7 64 of 159

02/24/2026 C7 65 of 159

02/24/2026 C7 66 of 159

02/24/2026 C7 67 of 159
EXHIBIT 7

02/24/2026 C7 68 of 159

02/24/2026 C7 69 of 159

02/24/2026 C7 70 of 159

STATE OF CALIFORNIA - BUSINESS, CONSUMER SERVICES AND HOUSING AGENCY GAVIN NEWSOM, Governor November 26, 2024
Amended January 31, 2025
Amended August 7, 2025
MEMORANDUM FOR: Potential Applicants
FROM: Jennifer Seeger, Deputy Director
Division of State Financial Assistance
SUBJECT: Homekey+ Program Amended 2024 Notice
of Funding Availability
The California Department of Housing and Community Development (HCD or Department), in collaboration with the California Department of Veterans Affairs (CalVet), is pleased to announce the availability of approximately $2.145 billion of Homekey+ grant funding through this Notice of Funding Availability (NOFA).

Summary of Amended Guidelines
Given the rate of undersubscription after the May 30th application deadline, HCD will continue to accept applications over the counter until all funds are exhausted. Effective August 7, 2025, the Department is announcing the reopening of the NOFA for all project types described herein. All applications submitted after the reopening of the NOFA on August 7, 2025 will be prioritized based on inclusion of veteran units. Additional details on veterans prioritization is provided in Section 203 of the attached Guidelines. After October 7, 2025 any funds remaining unrequested in Rural, Youth or Geographic Allocations will be transferred to the Discretionary Reserve and funded in a manner that will continue to prioritize veteran serving projects.

Background
Proposition 1, passed by California voters in March 2024, is a critical step in advancing the state’s goals to reduce homelessness and protect our most vulnerable populations through important changes to the Mental Health Services Act (MHSA). Proposition 1 includes the Behavioral Health Services Act (BHSA) and the Behavioral Health Infrastructure Bond Act (BHIBA). Homekey+ is the Permanent Supportive Housing component of the BHIBA.

Homekey+ will support the development of Permanent Supportive Housing for Veterans and individuals with mental health or substance use disorder challenges who are At Risk of or experiencing homelessness. Building on the success of both Roomkey and approximately $3.572 billion awarded over three rounds of Homekey, Homekey+ continues a statewide effort to sustain and rapidly expand Permanent Supportive Housing for persons experiencing homelessness.

DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT

DIVISION OF STATE FINANCIAL ASSISTANCE
651 Bannon St, Suite 400
Sacramento, CA 95811
www.hcd.ca.gov
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Notice of Funding Availability
November 26, 2024 (amended January 31, 2025 and August 7, 2025)

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Like other programs administered by the State of California that serve people experiencing homelessness, Homekey+ requires the use of Housing First, which is an evidenced-based Homekey+ model that quickly and successfully connects individuals and families experiencing homelessness to permanent housing without preconditions and barriers to entry or continued tenancy, such as sobriety, treatment or service participation requirements. With safe, affordable housing, and supportive services to address Behavioral Health Challenges, California’s most vulnerable residents will have the foundation they need to thrive.

The Homekey+ funding available in this NOFA is to provide Permanent Supportive Housing for individuals or households with an individual who is Homeless, Chronically Homeless, or At Risk of Homeless, and who are also living with a Behavioral Health Challenge. Homekey+ also establishes allocations for Veterans and for Youth relative to that Target Population. Homekey+ is largely derived from Proposition 1 bond funds established by the BHIBA (AB 531, Chapter 789, Statutes of 2023).

For this NOFA, as detailed in the table below, an estimated $1.033 billion in Proposition 1 bond funds is available for Veteran-serving Projects. Additionally, an estimated $1.11 billion is available for Projects serving the Target Populations, of which $805 million is derived from Proposition 1 and approximately $307 million is available from the Homeless Housing, Assistance, and Prevention (HHAP) Homekey+ Supplemental funding, made available in the 2023-24 and 2024-25 state budgets.

Description of Project Type Funds Available
Veteran-serving projects $1.033 billion
All other Target Population Projects $1.11 billion
Homekey+ provides housing for persons with Behavioral Health Challenges. Although Homekey+ largely remains similar to prior Homekey rounds, there are important differences to note. Homekey+ will only fund Permanent Supportive Housing; Interim Housing is no longer an eligible use. Homekey+ Projects are supported by laws that allow for a streamlined, ministerial approval process, provided certain conditions are met. However, it is important to note that these conditions have changed significantly from prior rounds of Homekey, as described in Appendix C. In addition to Appendix C, there are a variety of other development streamlining paths in state law that Applicants may wish to consider, which will be available on the Homekey+ website at the time of application release.

A hallmark of prior rounds of Homekey has been producing housing quickly and cost- effectively, mostly through adaptive reuse. HCD will continue to retain and build upon these principles and will offer funding for Permanent Supportive Housing Projects that Tribal Applicants: Please note that a separate Tribal Homekey+ NOFA of approximately $121 million for tribal applicants is available on the Department’s Tribal Homekey+ Program website.
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incorporate cost-containment strategies in new construction Projects. As with the rest of the Homekey+ NOFA, this new construction cost containment pilot will fund Permanent Supportive Housing only. Homekey+ also introduces new flexibility to fund shovel-ready Projects with prior HCD or other awards in need of gap financing to commence construction. Please see Sections 501 and 502 for the new construction and gap financing requirements.

Homekey+ Projects receiving an Award must complete construction within 12 months, starting 60 days from the date of the Award letter, with the exception of new construction and gap financing Projects, which must complete construction within 24 months, starting 60 days from the date of the Award letter (see NOFA Section 204 for more details on all program deadlines).

Appropriate services, as specified in Section 302 “Supportive Services Requirements”, are critical to serving eligible populations in this NOFA. All applicants will need to demonstrate coordination or efforts to coordinate with the county behavioral health department in their community. In addition, Veteran-serving Projects will need to have cultural competency and experience serving Veterans or commit to completing a certification training to gain these competencies.

Lastly, this NOFA prioritizes Projects that commit to sustainable operations. Applicants are encouraged to discuss operating match capacity and local services partnerships during the required pre-application consultation. The NOFA affords HCD the right to prioritize funding for applications that are complete and commit to greater amounts of operational match, regardless of the order of applications received, as outlined in Sections 400-403.

To receive information on the upcoming Homekey+ NOFA webinar and other updates, please click here subscribe to HCD’s Homelessness Prevention Programs listserv.

If you want to learn more, Please visit HCD’s Homekey+ website at Homekey+ | California Department of Housing and Community Development Resources such as guidance and templates mentioned within this NOFA will be published to the website with the release of the Homekey+ Application.

If you have any questions, please submit them to [email protected]. 02/24/2026 C7 73 of 159

Homekey+
2024 Notice of Funding Availability
(AMENDED)
Gavin Newsom, Governor
State of California
Tomiquia Moss, Secretary
Business, Consumer Services and Housing Agency
Gustavo Velasquez, Director
California Department of Housing and Community Development 651 Bannon St, Suite 400 Sacramento, CA 95811
Website: Homekey+ | California Department of Housing and Community Development Homekey+ Program Email: [email protected]
November 26, 2024
Amended January 31, 2025
Amended August 7, 2025
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Table of Contents
Article I. Program Overview ................................................................................................... 1 Section 100. Notice of Funding Availability (NOFA) ........................................................... 1 Section 101. Authorizing Legislation and Applicable Law.................................................... 2 Section 102. Program Timeline............................................................................................ 4 Article II. Program Requirements ........................................................................................... 5 Section 200. Eligible Applicants........................................................................................... 5 Section 201. Eligible Uses .................................................................................................. 6 Section 202. Eligible Projects .............................................................................................. 7 Section 203. Allocations and Geographic Distribution ......................................................... 8 Section 204. Program Deadlines ....................................................................................... 11 Section 205. Capital Award and Match .............................................................................. 13 Section 206. Operating Awards and Match ....................................................................... 14 Section 207. Funding Limits .............................................................................................. 16 Section 208. Affordability Covenant .................................................................................. 18 Article III. Threshold and Scoring Criteria............................................................................. 18 Section 300. Threshold Requirements ............................................................................... 18 Section 301. Additional Application Materials .................................................................... 25 Section 302: Supportive Services Requirements............................................................... 26 Section 303. Single-Family Scattered Site Housing Requirements .................................... 32 Section 304. Recording, Income and Underwriting Requirements ..................................... 34 Section 305. Scoring Criteria ............................................................................................. 36 Article IV. Application Submission, Review, and Award Process ......................................... 43 Section 400. Application Process and Submission............................................................. 43 Section 401. Required Pre-Application Consultation and Technical Assistance ................ 45 Section 402. Award Process .............................................................................................. 45 Section 403. Appeals ......................................................................................................... 46 Article V. Additional Program Requirements......................................................................... 47 Section 500. Veterans Assisted Units................................................................................ 47 Section 501. New Construction Cost Containment ............................................................ 49 Section 502. Gap Financing .............................................................................................. 50 Section 503. Article XXXIV................................................................................................. 54 Section 504. Housing First ................................................................................................. 54 02/24/2026 C7 75 of 159

Section 505. Tenant Referrals ........................................................................................... 54 Section 506. Participation in the Homeless Management Information System (HMIS) ..... 55 Section 507. Relocation ..................................................................................................... 55 Section 508. Non-Discrimination and Accessibility ............................................................ 56 Section 509. Prevailing Wages ......................................................................................... 57 Section 510. Environmental Clearances............................................................................ 57 Section 511. Land Use ...................................................................................................... 58 Section 512. State Requirements ...................................................................................... 58 Section 513. Grantee Liability ............................................................................................ 59 Article VI. Project Operations............................................................................................... 59 Section 600. Project Oversight .......................................................................................... 59 Section 601. Reporting ...................................................................................................... 59 Section 602. Disbursement of Grant Funds ....................................................................... 60 Section 603. Legal Documents .......................................................................................... 61 Section 604. Sales, Transfers, and Encumbrances............................................................ 62 Section 605. Defaults and Grant Cancellations .................................................................. 62 Section 606. Insurance Requirements .............................................................................. 62 Article VII. Definitions ........................................................................................................... 64 APPENDIX A: Homekey+ Capital Contributions ................................................................... 76 APPENDIX B: Homekey+ Organizational Document Requirements ..................................... 77 APPENDIX C: Homekey+ Streamlining ................................................................................ 79 APPENDIX D: Homekey+ Grantee Publicity Guidelines ....................................................... 82 02/24/2026 C7 76 of 159

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Homekey +
Notice of Funding Availability
(AMENDED)
Article I. Program Overview
Section 100. Notice of Funding Availability (NOFA)
The California Department of Housing and Community Development (HCD), in collaboration with the California Department of Veterans Affairs (CalVet), is pleased to announce the availability of approximately $2.145 billion in Homekey+ funding. Homekey+ aims to sustain and rapidly expand the inventory of Permanent Supportive Housing (PSH) for Veterans, young people, and other individuals and their households, with mental health and/or substance use disorder challenges who are at-risk of or experiencing homelessness. All units must be reserved for individuals (and their households, if applicable) with a Behavioral Health Challenge regardless of whether they are serving Veterans, Homeless Youth, or other eligible populations under Title 24 CFR 578.3.

Behavioral Health Challenge is defined in the California Welfare and Institutions Code Section 5965.02 to include but not be limited to a serious mental illness, as described in subdivision (c) or (d) of Section 14184.402, or a substance use disorder, as described in Section 5891.5. Enrollment in Medi-Cal or in any other health plan shall not be a condition for accessing housing or continuing to be housed.

Please see Article VII of this NOFA under the Behavioral Health Challenge definition for the specific statutory language.

Recent estimates using Point-in-Time Count data from the Terner Center for Housing Innovation show that Black people in California experienced the highest rate of homelessness, about 205 people per 10,000—almost five times higher than the state’s overall homelessness rate of 44 per 10,000. Native Hawaiian and Pacific Islander, Native American and Indigenous, and multiracial people also experienced disparate homelessness rates compared to the state’s overall population. The pandemic made racial disparities even more apparent. California’s homeless population is also aging rapidly, with adults 50+ the fastest growing age group. However, California’s sustained investment in Veterans housing has resulted in significant reductions in the number of Veterans experiencing homelessness. In fact, California had the largest decrease in the country between 2010 and 2022. Homekey+, as with prior Homekey rounds, recognizes these trends and impacts and encourages Applicants to examine disproportionate impacts in their own communities and to develop strategies to address them, particularly for populations experiencing a Behavioral Health Challenge.

Pursuant to Welfare and Institutions Code 8255, Homekey+ Projects are required to follow Housing First, which is an evidence-based model that connects homeless persons to permanent housing without preconditions or barriers to entry and continued tenancy, as outlined in Section 504 of this NOFA.

Homekey+ is an opportunity for Local Public Entities, including state and regional entities, to newly construct PSH, or acquire and convert to PSH a broad range of building types, including but not limited to hotels, motels, hostels, single-family homes and multifamily apartments, and manufactured housing.
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There is approximately $2.145 billion in Homekey+ funding that is derived from Proposition 1 bond funds established by the Behavioral Health Infrastructure Bond Act (BHIBA) (AB. 531, Chapter 789, Statutes of 2023), and the Homeless Housing Assistance and Prevention (HHAP) program Homekey Supplemental funding, made available in the 2023- 24 and 2024- 25 state budgets. For this NOFA, an estimated $1.033 billion in Proposition 1 bond funds are available for Projects for Veterans with a Behavioral Health Challenge.

Additionally, an estimated $1.11 billion is available for Projects serving all eligible populations, of which, $805 million is derived from Proposition 1 and approximately $307 million is available from the HHAP Homekey+ Supplemental funding.

Section 101. Authorizing Legislation and Applicable Law AB 140 (2021-2022 Reg. Sess.) and AB 531 (2023-2024 Reg. Sess.) provide the statutory basis for the Homekey+ Program. AB 140 added Section 50675.1.3 to the Health and Safety Code (HSC). AB 531 added Section 50675.1.5 to the HSC, and it added Chapter 4 (commencing with Section 5965) to Part 7 of Division 5 of the Welfare and Institutions Code.

AB 531 provides for the funding of Permanent Supportive Housing for individuals or households with an individual who is Homeless, Chronically Homeless, or At Risk of Homeless, and who are also living with a Behavioral Health Challenge. AB 531 also establishes allocations for Veterans and for Youth relative to that Target Population. AB 531 provides that such Homekey+ funds shall be disbursed in accordance with Section 50675.1.3 of the HSC, among other laws. AB 531 further provides an exemption pathway for Homekey+ Projects from the California Environmental Quality Act (CEQA). Please see Section 510 and Appendix C for details on this pathway.

HSC section 50675.1.3, subdivision (e) states: “The Department of Housing and Community Development may adopt guidelines for the expenditure of the funds appropriated to HCD, and for the administration of this program. The guidelines shall not be subject to the requirements of Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Government Code.”
Assembly Bill 129 (Chapter 40, Statutes 2023) and Assembly Bill 166 (Chapter 48, Statutes 2024) established Round 5 and 6, respectively, of the Homeless Housing Assistance Prevention (HHAP). In accordance with HSC Section 50232, subdivision (h), the administration of HHAP 5 funds is not subject to the rulemaking provisions of the Administrative Procedure Act (APA) ((Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Government Code)). In accordance with HSC Section 50239, subdivision (h), the administration of HHAP 6 funds is not subject to the rulemaking provisions of the APA. HCD is utilizing money from HHAP 5 and HHAP 6 to supplement this NOFA. This funding will be awarded to eligible cities, counties, and Tribal Entities pursuing the eligible uses of Homekey+ and meeting the HHAP eligible applicant requirements detailed in Section 200.

This NOFA serves as HCD’s guidelines for the expenditure of Homekey+ funds and the administration of the Homekey+ Program. Under this NOFA, references to “Homekey+” means both the guidelines for Homekey+ funded by Proposition 1 and for HHAP. As such, this NOFA establishes the terms, conditions, forms, procedures, and other mechanisms that HCD deems necessary to exercise its powers and to perform its duties pursuant to the 02/24/2026 C7 78 of 159

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Homekey+ Program. The matters set forth herein are regulatory mandates and are adopted as regulations that have the dignity of statutes. (Ramirez v. Yosemite Water Company, Inc. (1999) 20 Cal. 4th 785, 799 [85 Cal.Rptr.2d 844].) The Multifamily Housing Program (MHP) (Chapter 6.7 (commencing with Section 50675) of Part 2 of Division 31 of the HSC), and as subsequently amended, is hereby incorporated by reference. In accordance with HSC Section 50675.1.3, subdivision (d), in the event of a conflict between this NOFA and the MHP, the provisions of this NOFA are controlling.

The MHP Final Guidelines (MHP Guidelines), effective May 18, 2023, and as subsequently amended, are hereby incorporated by reference. In the event of a conflict between any of this NOFA and the MHP Guidelines, the provisions of this NOFA are controlling.

California Code of Regulations (CCR) Title 25, Section 42 requires an onsite manager, maintenance, or other responsible person for rental housing of 16 or more units, as specified in Section 302 Supportive Services requirements, of this NOFA.

The following administrative notices, policies, and guidance are hereby incorporated herein by reference and shall be deemed to have the same force and effect as if set forth in full herein:
• HCD’s “Disencumbrance Policy” (Administrative Notice No. 2022-02), dated March 30, 2022, as amended on December 19, 2022, and as may be subsequently amended;
• HCD’s “Negative Points Policy” (Administrative Notice No. 2022-01), dated March 31, 2022, as amended on November 9, 2022 and April 3, 2023, and as may be subsequently amended;
• HCD’s “Repeal of Stacking Prohibition of Multiple Department Funding Sources” (Administrative Notice No. 21-06), dated August 20, 2021, and as may be subsequently amended, with the exception noted in Section 207 Funding Limits for Section 502 Gap Financing.
• The Program’s “Homekey Appraisal Guidelines” and as may be subsequently amended.

The Uniform Multifamily Regulations (UMRs) (Cal. Code Regs., tit. 25, § 8300 et seq.), effective November 15, 2017, and as subsequently amended, are hereby incorporated by reference, except to the extent that any UMR provision would be inconsistent with the provisions of this NOFA.

All other criteria and matters set forth within the NOFA shall also govern Tribal Entity applications submitted under this NOFA, unless and except to the extent expressly provided to the contrary by terms set forth within this NOFA and subject to any potential modification or waiver under or pursuant to Assembly Bill No. 1010 (Chapter 660, Statutes 2019), which is set forth in HSC §50406, subdivision (p).
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Section 102. Program Timeline
Homekey+ funds will generally be available to Eligible Applicants on a continuous, Over the Counter basis, with exceptions noted in Section 400. The following table summarizes the anticipated Homekey+ program timeline. HCD reserves the right to modify the projected timeline at any time.

Table 1: Anticipated Timeline for Homekey+ Applications NOFA release November 26, 2024
Stakeholder Webinar January 2025
Application release Late January 2025
Application due date Applications for all Project types will be accepted continuously until all funds have been exhausted. 1
Applications received on or after August 7, 2025
will be prioritized for review based on the inclusion
of veteran-serving units (see Section 203 for
additional information).

Effective October 8, 2025, any funds remaining
unrequested in Rural, Youth or Geographic
Allocations will be transferred to the Discretionary
Reserve and applications received after that date
will be funded in the manner described in Section
203.
1 Gap financing applications received after August 7, 2025, must meet at least one of the criteria outlined in Section 502 of this NOFA and will be funded in the manner described in Section 203.

Award announcements Continuous, expected to begin June 2025 Standard Agreements
All required documentation is due no later than 45
days from a Conditional Award letter, with SA
execution to occur no later than 90 days from the
date all required documentation is received.

Disbursement of funds
Continuous after Standard Agreement execution,
satisfaction of all conditions precedent to
disbursement, and completion of a request for
funds form.

Homekey+ Annual Report Annually by March 31st , starting after construction completion.
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Article II. Program Requirements
Section 200. Eligible Applicants
Each of the following entities may apply independently, or each entity may apply jointly with a nonprofit or for-profit corporation, a limited liability company (LLC), and/or a limited partnership (LP) as a Co-Applicant. This includes Applicants applying for gap financing. Under California Code of Regulations Title 25, Section 8313.2. HCD permits Co-Applicants to also be Special Purpose Entities (SPEs). A Special Purpose Entity (SPE) is an entity formed to develop, own, and operate a Project while isolating financial risk. The entity's sole asset is the property, and its sole purpose is to own and manage the property or assets. Please see Sections 300 and 301, and Article VII for more information and required SPE documents.

Eligible Applicants include the following, with the exception noted for HHAP in item (iii.):
i. Cities, counties, cities and counties, and all other state, regional, and Local Public Entities, including councils of government, metropolitan planning organizations, Public Housing Authorities, and regional transportation planning agencies designated in Section 29532.1 of the Government Code.
ii. Tribal Entities.

Tribal Entities are eligible under this NOFA but are also encouraged to apply for Homekey+ via a forthcoming Homekey+ Tribal Entity NOFA of approximately $121 million, to be released under separate cover in November 2024 and available on the Department’s Tribal Homekey+ Program website, that will be developed exclusively for and in consultation with Tribes.

The requirements set forth in this NOFA are subject to AB 1010 (Stats. 2019, c. 660), which is set forth in HSC Section 50406, subdivision (p). Accordingly, and pursuant to HSC Section 50406, subdivision (p), (a) where the provisions of Tribal law, Tribal governance, Tribal charter, or difference in Tribal Entity or legal structure would cause a violation or not satisfy the requirements of this NOFA, said requirements may be modified as necessary to ensure program compatibility; and (b) where provisions of Tribal law, Tribal governance, Tribal charter, or difference in Tribal Entity legal structure or agency create minor inconsistencies (as determined by the Director of HCD or a duly authorized designee thereof) with the requirements set forth in this NOFA, HCD may waive said requirements, as deemed necessary, to avoid an unnecessary administrative burden. Matters set forth or otherwise provided for in this NOFA that may be modified or waived include, without limitation, threshold scoring requirements and any other matters set forth in HSC Section 50406, subdivision (p)(2). Tribal Applicants are accordingly encouraged to discuss any such potential modifications or waivers and their options in that regard at the pre-application consultation.
iii. Pursuant to CA HSC Sections 50237 and 50241, HHAP Homekey+ Supplemental eligible applicants are:
a. California’s 14 largest cities with a population of 300,000 or more as of January 1, 2022.
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b. California’s 58 Counties
c. Entities qualifying under (a) and (b) above must have:

1. A compliant housing element as defined in Government Code Section 65589.9, at the time a Homekey+ application is submitted; and

2. An approved HHAP regionally coordinated homelessness action plan. d. Tribal Entities
Section 201. Eligible Uses
Awarded funds must be used to provide housing for the Target Population of individuals or households including a person who is experiencing a Behavioral Health Challenge and experiencing or At Risk of Homelessness. Projects targeting funds allocated for Veterans Projects must provide housing for Veteran households including experiencing a Behavioral Health Challenge and experiencing or At Risk of Homelessness.

Nothing in the Homekey+ NOFA precludes Applicants from pursuing Projects that include both Homekey+ and non-Homekey+ units, however, Homekey+ will only fund the units that meet the guidelines of the Homekey+ NOFA.

Prospective Applicants are further advised that Projects may contain a mix of eligible Homekey+ subpopulations, including Veterans, non-Veterans, Homeless Youth, etc. i. The list of eligible uses is as follows:
a. Acquisition or rehabilitation, or Acquisition and Rehabilitation of motels, hotels, hostels, apartments or homes, assisted living residences, manufactured housing, commercial properties, and other buildings with existing uses that could be converted to Permanent Supportive Housing (PSH).
b. Master leasing of properties for PSH.
c. Conversion of units from nonresidential to residential PSH. (i.e. adaptive reuse) and conversion of Interim Housing to PSH.
d. New construction of dwelling units (see Section 501). e. Gap financing (see Section 502).
f. The purchase of affordability covenants and restrictions for units. g. Relocation costs for individuals who are being displaced because of the Homekey+ Project.
h. Capitalized operating subsidies for PSH units purchased, converted, constructed, or altered with funds provided pursuant to HSC Section 50675.1.3.
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ii. Ineligible uses include:
a. Interim Housing.
b. Existing Homekey Assisted Units, previously awarded under Rounds 1, 2 and 3 of Homekey, are ineligible for funding under this NOFA, with the exception of the following:

1. Previously funded Homekey Projects that will expand to create new PSH units, or

2. Previously funded Interim to Perm Homekey Assisted Units are eligible for gap financing under Section 502 of this NOFA, if the units are currently occupied and need funding to convert from Interim Housing to PSH.
c. The Homekey+ program is intended to support the development of PSH units and will not fund congregate shelter.
d. Licensed behavioral health care facilities, which may be eligible for Proposition 1 funding through the Department of Health Care Services (DHCS).

Section 202. Eligible Projects
Homekey+ funds Permanent Supportive Housing (PSH) and will require a 55-year affordability term. HCD welcomes and will consider a variety of innovative housing solutions as eligible Projects, including excess state-owned property developments. The following list of eligible Projects is not exhaustive.
i. Conversion of nonresidential structures to residential dwelling units. ii. Conversion of commercially zoned structures, such as office or retail spaces, to residential dwelling units.
iii. Conversion of buildings with existing residential or interim uses that will be used to create PSH units.
iv. Multifamily rental housing Projects.
v. Scattered site housing on multiple contiguous or non-contiguous sites is permitted as long as the resulting housing has common ownership, financing, and property management.
vi. PSH units in a shared housing setting. Shared housing is a structure shared by two or more households where each household resides in a separate private bedroom that can be locked and has a lease, with all the rights and responsibilities of tenancy. vii. Any of the Eligible Projects above, developed in excess state-owned properties.

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Section 203. Allocations and Geographic Distribution
Unless otherwise indicated, all NOFA provisions and scoring criteria shall govern the allocations in this NOFA. HCD will deploy unused funds from any undersubscribed allocation and region to fund applications in the manner described in the Discretionary Reserve. HCD will also redeploy undersubscribed and unused funds, as specified at Section 400 of this NOFA. Table 2 shows the funding available in this NOFA by allocation.

Table 2: Homekey+ Funding Allocations
Allocation
(% of appropriation) Veterans General
Population NOFA Total
Youth - 8% $85,200,000 $102,320,000 $187,520,000
Rural - 5% $53,250,000 $63,950,000 $117,200,000
Available for Regions $788,100,000 $817,586,000 $1,605,686,000 Discretionary Reserve - 10% $106,500,000 $127,900,000 $234,400,000 Totals $1,033,050,000 $1,111,756,000 $2,144,806,000
i. Allocations
Allocations for Youth at Risk or Experiencing Homelessness, Rural and Geographic Regions are detailed below. These allocations will be in effect and available until such time that either 1) the funds have been awarded to eligible Projects or 2) as of October 8, 2025 at which time any remaining funds will be transferred to the Discretionary Reserve.
a. Youth At Risk of or Experiencing Homelessness
Pursuant to HSC Section 50675.1.3, subdivision (c), HCD shall allocate not less than eight percent (8%) of the Homekey+ funding appropriated, for Projects serving Homeless Youth, or Youth at Risk of Homelessness, as defined in 24 Code of Federal Regulations (CFR) part 578.3.
b. Rural
HCD will allocate five percent (5%) of the appropriated Homekey+ funding for Projects in Rural Area jurisdictions as set forth in HSC Section 50199.21.

Applications for Projects in Rural Area jurisdictions received on or after August 7, 2025, will be prioritized for review based on the criteria outlined in (d)(2) below. c. Geographic Distributions
Homekey+ aims to equitably offer opportunities throughout the state for Eligible Applicants to apply to this NOFA. After distributing funds to the Homeless Youth, Rural Target and Discretionary Reserve Allocations, this NOFA allocates the balance of the funds geographically. The Homekey+ geographic regions outlined in Table 3 below are largely aligned with California’s Councils of Government (COGs). 02/24/2026 C7 84 of 159

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Each region's share of the Homekey+ allocation is calculated based on its proportionate share of Veterans and other persons experiencing homelessness as indicated by the sheltered and unsheltered 2023 Homeless Point-in-Time Count (PIT), plus each region’s proportionate share of Extremely Low Income (ELI) renter households that are paying more than 50 percent of their income for rent (Severely Rent-Burdened), sourcing data from the 2022 American Community Survey (ACS) Integrated Public-use Microdata Sample. In order to most accurately account for need, the regional funding allocations in this NOFA consist of a distribution for Projects serving the general population and a distribution for Veterans. The Veteran PIT and Severely Rent-Burdened figures are deducted from the general population numbers as to not double count Veterans.

Applications for projects in geographic regions with remaining funds received on or after August 7, 2025, will be prioritized for review based on the criteria outlined in (d)(2) below.

Table 3: Homekey+ Geographic Regions
Counties by Region
Balance of
State
Alpine
Bay Area
Alameda San Diego County
Amador Contra Costa
San
Joaquin
Valley
Fresno
Butte Marin Kern
Calaveras Napa Kings
Colusa San Francisco Madera
Del Norte San Mateo Merced
Glenn Santa Clara San Joaquin
Humboldt Solano Stanislaus
Inyo Sonoma Tulare
Lake
Central
Coast
Monterey
Southern
California
Imperial
Lassen San Benito Orange
Mariposa San Luis Obispo Riverside
Mendocino Santa Barbara San Bernardino
Modoc Santa Cruz Ventura
Mono Los Angeles County
Nevada
Sacramento
County
El Dorado
Plumas Placer
Shasta Sacramento
Sierra Sutter
Siskiyou Yolo
Tehama Yuba
Trinity
Tuolumne
Table 4 shows the regional allocations resulting from deducting the Veterans PIT and Veterans who are Severely Rent-Burdened from the general population numbers. Table 5 shows the regional allocations for units and Projects serving Veterans. Table 6 below shows the total funding available in this NOFA by regional allocation.

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Table 4: Homekey+ Geographic Allocation for General Population Region 2023 PIT
Count*
Severely
Rent-
Burdened*
Allocation
Balance of State 7,665 22,714 $28,990,773
Bay Area 34,643 203,285 $161,667,416
Central Coast 7,138 43,253 $33,727,136
Los Angeles County 71,236 381,880 $321,433,030
Sacramento Area 11,455 61,717 $51,781,757
San Diego County 9,450 95,499 $56,293,533
San Joaquin Valley 12,499 90,772 $63,635,222
Southern California 16,247 174,940 $100,057,133
Total 170,333 1,074,060 $817,586,000
*Figures do not include Veterans
Table 5: Homekey+ Geographic Allocation for Veterans
Region 2023 Veteran
PIT Count
Severely Rent-
Burdened
Veterans
Veteran
Allocation
Balance of State 582 2,277 $41,923,051
Bay Area 2,013 7,388 $141,592,331
Central Coast 405 1,252 $26,847,679
Los Angeles County 4,282 12,382 $277,863,641
Sacramento Area 752 2,266 $49,438,314
San Diego County 814 7,939 $91,905,882
San Joaquin Valley 606 3,781 $53,520,342
Southern California 1,135 7,763 $105,008,761
Total 10,589 45,048 $788,100,000
Table 6: Summary of Homekey+ Regional Allocations (Tables 4 and 5) Region Veteran
Allocation
General
Population
Allocation
Total
Allocation
Balance of State $41,923,051 $28,990,773 $70,913,823
Bay Area $141,592,331 $161,667,416 $303,259,747
Central Coast $26,847,679 $33,727,136 $60,574,815
Los Angeles County $277,863,641 $321,433,030 $599,296,672 Sacramento Area $49,438,314 $51,781,757 $101,220,070
San Diego County $91,905,882 $56,293,533 $148,199,415
San Joaquin Valley $53,520,342 $63,635,222 $117,155,564 Southern CA $105,008,761 $100,057,133 $205,065,894
Totals $788,100,000 $817,586,000 $1,605,686,000

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d. Discretionary Reserve
HCD will allocate ten percent (10%) of available Homekey+ funds, in addition to any remaining funds from unrequested Youth, Rural or Geographic Allocations within detailed in (a), (b) and (c) above as of October 8, 2025 for a Discretionary Reserve to address the following:

1. covering overages from other allocations, where there are funds available, but the funds are insufficient to fully fund the next eligible Project in the region or allocation;

2. funding Projects from oversubscribed regions and allocations submitted after October 7, 2025. Any such applications will be prioritized for review based on the following:

I. First priority to projects where the Homekey+ funding request is exclusively for Veteran units with an award from the Veteran allocation.

II. Second Priority will be for Veteran-serving Projects requesting both Veteran and Non-Veteran funds ranked based on the highest percentage of Veteran units in the Project.

III. Third priority to any remaining applications to the extent funds are available.

Section 204. Program Deadlines
Awardees will be subject to the following deadlines, summarized in Table 7. The dates begin 60 days after the Homekey+ Conditional Award letter date to allow time for Standard Agreement execution. If the due date falls on a weekend or holiday, then the due date becomes the next business day after the weekend or holiday. Construction Completion can be proven by a Temporary Certificate of Occupancy, Certificate of Completion, or Contractor scope of work with signed statement of completion.

Occupancy completion is proven by Rent Roll or other forms of verification to prove units are occupied.

Table 7: Program Deadlines*
Eligible Uses Break Ground
(if applicable)
Complete
Construction
Complete
Capital
Expenditure
Complete
Occupancy
New Construction
and Gap Financing 6 months 24 months 27 months 27 months All other Eligible
Uses in Section 201 N/A 12 months 15 months 15 months
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i. New construction and gap financing Projects must break ground within 6 months.
ii. All Eligible Uses in Section 201, except new construction and gap financing, must be completed in 12 months. New construction and gap financing projects must be completed in 24 months.
iii. Capital Expenditure for all Eligible Uses in Section 201, except new construction and gap financing, must be completed within 15 12 months.

Capital Expenditure for new construction and gap financing must be completed within 27 24 months. Any project type may request an expenditure deadline extension to Occupancy completion. iv. Full occupancy must be achieved 90 days upon completing construction. For acquisition of new construction projects with no Rehabilitation, occupancy must be achieved within six (6) months of acquisition. HCD reserves the right to recommend special conditions for Veteran-serving projects with more than 50% Veterans Units and large Projects (over 75 units) up to an additional three (3) months and/or for Veteran serving projects.
v. All Awards for Operating Expenses must be expended within ten (10) years from initial occupancy. HCD may, in its sole and absolute discretion, extend the expenditure deadline up to a total of 15 years.

HCD may, in its sole and absolute discretion, approve an extension of the acquisition, Rehabilitation, construction, and/or occupancy deadlines if the Grantee demonstrates, to HCD’s satisfaction, that the relevant delay is caused by reasonably unforeseeable events, conditions, or circumstances. Construction labor shortages and supply chain issues do not constitute reasonably unforeseeable events, conditions, or circumstances for purposes of an extension request. Extension requests shall be submitted in electronic format on a form provided by HCD.

Failure to meet construction and occupancy deadlines may result in negative points to applications for competitive housing development programs (e.g. MFSN and AHSC) administered by HCD to the Grantees named in the Standard Agreement. Grantees acting as tenant service providers or who are otherwise not involved in activities related to project construction and lease-up will not be assessed negative points. Any negative points assessed will NOT apply to formula allocation programs including the Homeless Housing, Assistance and Prevention (HHAP) and Permanent Local Housing Allocation (PHLA) programs. Any negative points received for failure to meet Homekey+ deadlines may be cleared at such time the construction and occupancy does ultimately complete so long as the Sponsor(s) have no other outstanding negative points assessed to them under any other HCD program or requirement at the time. 02/24/2026 C7 88 of 159

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HCD may reimburse eligible costs incurred beginning on March 5, 2024, with the exception of operating costs. Applicants are encouraged to discuss their options at the required pre-application consultation.

Section 205. Capital Award and Match
Homekey+ will fund a maximum grant amount per door, pursuant to the conditions of this Section, which includes both the acquisition cost and any needed Rehabilitation or new construction. The Award will be the lower of the following: (1) the maximum grant amount, or (2) the sum of the acquisition amount and any additional construction or Rehabilitation expenses, as supported by an appraisal and such other reasonable documentation required by HCD. For new construction and conversion of office, commercial, or other non-residential structures into residential dwelling units, Homekey+ will fund a maximum grant amount per completed Assisted Unit serving the Target Population, or an amount as supported by an appraisal, whichever is lower. “Assisted Unit,” as defined in Article VII, refers to units that are available to serve the Target Population after the construction or conversion of the property.

For PSH Projects that are not seeking gap funding under Section 502, HCD will contribute a baseline amount of $200,000 per door for each Assisted Unit and Manager’s Unit. This baseline contribution does not require capital match.

Note that Homekey+ will fund “doors” based upon the number of units at the time of acquisition which may differ from the number of units that are available in the final Project. For those Projects that undergo a conversion, the number of doors may need to be reduced in the Project to accommodate kitchenettes, additional bedrooms, space for Supportive Services, and other amenities.

In situations where units at acquisition are combined to make larger Assisted Units, Awards will be calculated according to the number of doors at acquisition. In situations where multi-bedroom (two or more bedrooms) units at acquisition are divided into smaller Assisted Unit sizes, Awards will default to the number of Assisted Units created after the conversion of the property. Manager’s Units may be included in the calculation for the capital Award only.
i. Additional Contribution Amount – Capital Match
Beyond the baseline amount, the Eligible Applicant may leverage a 1:1 local match to provide up to $100,000 in additional funds per door. For example, where the Applicant shows $100,000 or more in matching funds, HCD will fund no more than $300,000 for an Assisted Unit serving the Target Population.

Appendix A shows how maximum funding Awards from Homekey+ vary with different Applicant contribution levels. Capital match may be obtained from any source, including any federal, state, local, private, or philanthropic source.

For the purchase of Affordability Covenants and restrictions, and for master- leasing, HCD may size the Award per door based on a recent market study within the past year which conforms to guidelines adopted by the California Tax Credit Allocation Committee (TCAC), and/or a rent roll, and/or other supporting 02/24/2026 C7 89 of 159

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documentation. For these uses, the maximum Homekey+ contribution per door shall not exceed the maximum amounts referenced in this Section for acquisition, Rehabilitation, and new construction.

For relocation costs, HCD will pay for one-half of the relocation cost per door in addition to the capital Award. For example, if a Project includes $15,000 in relocation costs, then HCD will pay for $7,500 of that relocation cost.

Section 206. Operating Awards and Match
Homekey+ will fund a maximum operating grant amount per door, pursuant to the conditions of this Section:
i. Where an Award for Operating Expenses is requested, the total amount of operating Award per Assisted Unit shall not exceed $1,400 per month for the duration of the operating Award, as described below.
ii. The total duration of the operating Award is tied to the amount of the Applicant’s fully committed matching funds. Sources are only considered fully committed when an EFC meets the standard in Article VII demonstrating that a contract or commitment of funds is guaranteed at the time of application. a. For Projects demonstrating the required minimum commitment of three (3) years of non- Homekey+ operating funds for Assisted Units, HCD will provide an operating Award sized for up to three years. b. If Projects can demonstrate a commitment of four years of non-Homekey+ operating funds for Assisted Units, HCD will provide an operating Award sized for up to four years.
c. If Projects can demonstrate a commitment of five or more years of non- Homekey+ operating funds for Assisted Units, HCD will provide an operating Award sized for up to five years.
iii. Operating Awards are determined based on need, exclusive of items referenced in subsection (v). The amounts and durations referenced in (i) and (ii) represent maximums. To be eligible to receive an operating Award based on need, the Applicant must submit documentation showing that additional sources of operating funding were sought but were unavailable to support Project operations. The Applicant must demonstrate that they:
a. Identified all possible federal, state, and local sources of rental assistance and other operating assistance to support operating the Assisted Units; and
b. Submitted unfunded applications or other written requests to the appropriate entity to secure Project-based rental or other operating assistance to support operating the Assisted Units; or

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c. Can provide other evidence from the appropriate entities that rental assistance and other operating assistance is not available to support operating the Assisted Units.
d. Applicants must also commit to continuing to seek operating funding in future years as funding becomes available. Applicants are encouraged to collaborate with their county behavioral health department to secure housing intervention services funded by the Behavioral Health Services Act, which becomes available in July 2026.
iv. Awards for Operating Expenses may pay for a Project’s necessary, recurring Operating Expenses in an amount approved by HCD. Operating Expenses should be included in the Project’s submitted budget. Qualifying expenses can include a variety of expenses such as utilities, maintenance, management fees, taxes, licenses, and Supportive Services costs.
v. Awards for Operating Expenses shall not pay for the following expenses:
a. Costs associated with non-Assisted Units, including Manager’s Units. b. Debt service.
c. UMR-required reserve account initial and/or annual deposits. d. Deposits to reserves beyond those required by HCD under the UMRs, including reserves required by other Project financing sources. e. Distributions.
f. Developer fees.
g. Under no circumstances may Homekey+ operating funds be used for or in connection with a limited partner buyout, substitution, or assignment of ownership interest.
vi. The Homekey+ funded portion of the Award for Operating Expenses must be expended no later than ten (10) years from initial occupancy as per Section 204, with the Grantee establishing a capitalized operating subsidy reserve (COSR) and expending the eligible Operating Expenses, as outlined in this NOFA. HCD has the sole right to extend the expenditure deadline up to a total of 15 years. The deposit of the Homekey+ Award for Operating Expenses into the COSR does not count as expended.
vii. Eligible Applicants are required to demonstrate a minimum three (3)-year commitment to provide operating funds for the proposed Project to qualify for the Homekey+ Award for Operating Expenses. As noted in (ii.), additional local match may result in additional Homekey+ funding, for a period up to five (5) years. Eligible Applicants may include funds from the Homekey+ Award for Operating Expenses in the Project budget for up to ten years from occupancy, 02/24/2026 C7 91 of 159

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as described in (vi.). Non-Homekey+ sources may be obtained from any source, including any federal, state, local, private, or philanthropic source. Applicants are encouraged to consider:
a. HUD funded Project-based Vouchers (PBV), Housing Choice Vouchers (HCV), and Veterans Affairs Supportive Housing (HUD-VASH) Vouchers; b. Mainstream Vouchers;
c. Foster Youth to Independence Vouchers (FYI);
d. Faircloth to Rental Assistance Demonstration (RAD) conversions; e. Homeless Housing Assistance and Prevention Program (HHAP) funding; f. Permanent Local Housing Allocation (PLHA) funding;
g. Transitional Housing Program (THP) or Transitional Housing Program Plus (THP-Plus) funding;
h. Mental Health Services Act (MHSA) funding;
i. Behavioral Health Services Act (BHSA) funding; and
j. HOME-ARP funding.
k. Supportive Services for Veterans Families
The preceding list of potential match sources is not exhaustive. Operating match requirements and the Project’s potential match sources will be discussed during the required pre-application consultation.

Additionally, the following requirements apply to operating match contributions:
viii. Notwithstanding (i), (ii), and (iii) of this Section, Projects with Veteran units will receive an additional operating award of $30,000 per Veteran unit, to be expended according to the provisions described in (iv), (v), and (vi) of this Section. The additional operating award is available to all Projects with Veteran units, regardless of whether the application was submitted prior to or after this August 7, 2025 NOFA amendment.
ix. The Eligible Applicant must ensure the laws governing any funds to be used as matching contributions do not prohibit those funds from being used to match Homekey+ funds; and
x. If State General Funds are used to satisfy the matching requirements of another program, then funding from that program may not be used to fulfill the matching requirements of the Homekey+ program.

Section 207. Funding Limits
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Vista City CouncilFebruary 24, 2026

Vista City Council
February 24, 2026