Agenda packet — Coachella City Council, October 15, 2025 (part 1 of 2)

City Council
Chamber 1515 6th Street, Coachella,
California (760) 398-3502 
www.coachella.org
AGENDA

OFA REGULAR MEETING
OF THE

CITY OFCOACHELLA

PLANNING COMMISSION
October 15, 2025
6:00 PM
In-Person Meeting
Location:

City Council Chamber
1515 6th Street,
Coachella, CA
If you would like to attend the meeting via Zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT 09 Or One tap mobile : +16694449171,,84544257915#,,,,*380084# Or Telephone:

US: +1 669 900 6833
Webinar ID: 845 4425 7915
Passcode: 380084
Spanish: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla
 Public comments may be received by 12:00 P.M. either in person, via email, telephonically, or via Zoom with a limit of 250 words, or three minutes:
o In Real Time:

If participating in real time via Zoom or phone, during the Public Comment Period, use the “raise hand” function on your computer, or when using a phone, participants can raise their hand by pressing *9 on the keypad.
o In Writing:

Written comments may be submitted to the Kendra Reif electronically via email to [email protected].

Transmittal prior to the start of the meeting is required. All written comments received will be forwarded to the City Council and entered into the record.
o If you wish, you may leave a message at (760) 398-3102 Ext: 122 before 5:30 p.m. on the day of the meeting.
 The live stream of the meeting may be viewed online by accessing the city's website at www.coachella.org, and clicking on the "Watch Live & City Council" tab located on the home page, and then clicking on the "live" button.
1 CALL TO ORDER:

PLEDGE OF ALLEGIANCE:

ROLL CALL:

APPROVAL OF AGENDA:
“At this time the Commission may announce any items being pulled from the agenda or continued to another date or request the moving of an item on the agenda.”
APPROVAL OF THE MINUTES:

1. Planning Commission Meeting Minutes September 3, 2025.

WRITTEN COMMUNICATIONS:

PUBLIC COMMENTS (NON-AGENDA ITEMS):
“The public may address the Commission on any item of interest to the public that is not on the agenda, but is within the subject matter jurisdiction thereof. Please limit your comments to three (3) minutes.” REPORTS AND REQUESTS:

NON-HEARING ITEMS:

2. Resolution No. PC 2025-17: Request for Sunridge Self-Storage (First, 12 Month Time Extension) A request for a one-year time extension for the conditionally approved Conditional Use Permit (CUP 369) and Architectural Review (AR 23-06) for the proposed expansion of the existing Sunridge RV and Self-Storage facility located along Grapefruit Boulevard (Highway 111). The expansion is proposed on an adjacent vacant 4.85-acre parcel (APN 763-141-018) and includes the construction of approximately 62,979 square feet of self-storage units, RV storage spaces, covered parking canopies, and a 900-square-foot leasing office. Applicant: James Delhamer (Sunridge Self-Storage LLC)
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

3. Resolution No. PC 2025-16: Request for conditional approval of AR 25-08 Mariposa Pointe - CVHC for the architectural review of 24 proposed homes at the southwest corner of Avenue 50 and Calhoun Street, located at Assessor’s Parcel Number (APN): 779-272-001 thru -016, and 779-301-001 thru –008, and certifying the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15074 of the is compliant with California Environmental Quality Act (CEQA) Guidelines Applicant: Coachella Valley Housing Coalition – Pedro S. G. Rodriguez.

INFORMATIONAL:

ADJOURNMENT:
2 THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES Complete Agenda Packets are available for public inspection at the City Clerk’s Office at 53-462 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.
3 City Council Chamber
1515 6
th Street, Coachella,
(760) 398-3502 
www.coachella.org
AGENDA
DE UNA REUNIÓN DE LA

CIUDAD DE COACHELLA
COMISIÓN DE PLANIFICACIÓN
15 de Octubre de 2025
6:00 PM
Lugar de la reunión en
persona:

Cámara del
Ayuntamiento
1515 6th Street,
Coachella, CA
Si desea asistir a la reunión a través de Zoom, aquí está el enlace:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0z QT09
O one tap mobile: Us: +16699006833,, 84544257915#,,,,* 380084# US O teléfono:

Us: +1 669 900 6833
ID del webinar: 845 4425 7915
Código de acceso: 380084
Español: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla
Los comentarios públicos se pueden recibir por correo electrónico, por teléfono o por zoom con un límite de 250 palabras o tres minutos:

En vivo:

Si participa en vivo a través de zoom o teléfono, durante el período de comentarios públicos, use la función "levantar la mano" en su computadora, o cuando use un teléfono, los participantes pueden levantar la mano presionando *9 en el teclado.

Por escrito:

Los comentarios escritos pueden enviarse a la comisión electrónicamente por correo electrónico a [email protected]. Se requiere la transmisión antes del inicio de la reunión. Todos los comentarios escritos recibidos serán enviados a la comisión e ingresados en el registro.

SI LO DESEA, PUEDE DEJAR UN MENSAJE EN EL (760) 398-3102, EXTENSIÓN 122, ANTES DE LAS 5:30 P.M. DEL DÍA DE LA REUNIÓN
4 LLAMADO AL ORDEN:

JURAMENTO A LA BANDERA:

PASE DE LISTA:

APROBACIÓN DE LA
AGENDA:
“En este momento, la Comisión puede anunciar cualquier punto que está siendo retirado de la agenda o continuado a otra fecha o solicitar el traslado de un punto de la agenda”.

APROBACION DE LAS ACTAS:

1. BORRADOR DE LAS ACTAS DE LA COMISION DE PLANIFICACION – 3 DE SEPTIEMBRE DE 2025.

COMUNICACIONES ESCRITAS:

COMENTARIOS DEL PÚBLICO (PUNTOS QUE NO ESTÁN EN LA AGENDA):
“El público puede dirigirse a la Comisión sobre cualquier tema de interés para el público que no esté en la agenda, pero que esté dentro de la jurisdicción de la materia de la misma. Por favor limite sus comentarios a tres (3) minutos”.

INFORMES Y SOLICITUDES:

SESIÓN DE ESTUDIO
PUNTOS QUE NO SON DE AUDIENCIA:

2. Res Resolución No. PC 2025-17: Solicitud para Sunridge Self-Storage (Primera prórroga de 12 meses) Solicitud de prórroga de un año para el permiso de uso condicional (CUP 369) y la revisión arquitectónica (AR 23-06) aprobados condicionalmente para la ampliación propuesta de las instalaciones existentes de Sunridge RV y Self-Storage situadas a lo largo de Grapefruit Boulevard (autopista 111). La ampliación se propone en una parcela adyacente vacía de 4.85 acres (APN 763-141-018) e incluye la construcción de aproximadamente 62,979 pies cuadrados de unidades de almacenamiento, espacios de almacenamiento para vehículos recreativos, marquesinas de aparcamiento cubiertas y una oficina de alquiler de 900 pies cuadrados. Solicitante: James Delhamer (Sunridge Self-Storage LLC) CALENDARIO DE AUDIENCIAS PÚBLICAS (CUASI-JUDICIAL):

3. AR 25-08 Mariposa Pointe – CVHC: para la revisión arquitectónica de 24 viviendas propuestas en la esquina suroeste de Avenue 50 y Calhoun Street y la determinación de que el proyecto cumple con las directrices de la Ley de Calidad Ambiental de California (CEQA, por sus siglas en inglés), sección 15073 Revisión pública de una declaración negativa propuesta o una declaración negativa mitigada. Solicitante:

Coalición de Vivienda del Valle de Coachella - Pedro S. G. Rodríguez.

INFORMATIVO:

SE SUSPENDE LA SESIÓN: 5
ESTA REUNIÓN ES ACCESIBLE PARA PERSONAS CON DISCAPACIDADES Los paquetes completos de la agenda están disponibles para inspección pública en el Departamento de Servicios de Desarrollo en 53-990 Enterprise Way, Coachella, California, y en el sitio web de la ciudad www.coachella.org.
6 City Council Chamber
1515 6th Street, Coachella, California
(760) 398-3502  www.coachella.org

MINUTES

OF A REGULAR MEETING
OF THE

CITY OF COACHELLA

PLANNING COMMISSION
September 3, 2025
6:00 PM
CALL TO ORDER: 6:00 P.M.

PLEDGE OF ALLEGIANCE:
__VICE CHAIRPERSON FONSECA_____
ROLL CALL:

Commissioners Present: __X__ Chair Murillo
__X__ Vice Chair Fonseca
_____ Commissioner Lara
__X__ Commissioner Ordorica
__X__ Commissioner Torres
Commissioner Lara was absent.

Staff Present: *Kendra Reif, Community Development Director. *Anahi Fernandez, Management Analyst.
*Vanessa Sanchez, Planning Technician.
*Jesus Medina, Information Technology Tech.
*Jason Stevens, Information Technology Manager.

APPROVAL OF AGENDA:
“At this time the Commission may announce any items being pulled from the agenda or continued to another date or request the moving of an item on the agenda.”

MOTION MOVED BY COMMISSIONER FONSECA AND SECONDED BY COMMISSIONER MURILLO TO APPROVE THE AGENDA.

Approved by the following roll call vote:

AYES: Commissioner Ordorica, Commissioner Torres, Vice Chairperson Fonseca, Chairperson Murillo NOES: None
ABSTAIN: None
ABSENT: Commissioner Lara
APPROVAL OF THE MINUTES:
7 Item 1.

1. Planning Commission Meeting Minutes July 16, 2025

MOTION MOVED BY COMMISSIONER ORDORICA SECONDED BY COMMISSIONER TORRES TO APPROVE THE MINUTES.

Approved by the following roll call vote:

AYES: Commissioner Ordorica, Commissioner Torres, Vice Chairperson Fonseca, Chairperson Murillo NOES: None
ABSTAIN: None
ABSENT: Commissioner Lara
WRITTEN COMMUNICATIONS:

NON-HEARING ITEMS:

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

2. Resolution No. PC 2025-14: Request for conditional approval for Conditional Use Permit No. 395 to allow for a Type 20 Alcohol Beverage Control (ABC) license for “Off-Sale Beer & Wine” within an existing 13,969 square-foot commercial building located at 84076 Avenue 50 (Assessor Parcel Number 603-260- 055), and determining that the proposed project is compliant with California Environmental Quality Act (CEQA) Guidelines Section 15301 (Existing Facilities). Applicant: Abdul Ali Vanessa Sanchez, Planning Technician, gave a brief presentation for the item. A copy of the presentation is on file with the Planning Division.

Public Hearing Opened at 6:21 PM by Commissioner Murillo.

Public Hearing Closed at 6:23 PM by Commissioner Murillo.

IT WAS MOVED BY CHAIR MURILLO AND SECODNED BY COMMISSIONER ORDORICA TO APPROVE CONDITIONAL USE PERMIT NO. 395 TO ALLOW FOR A TYPE 20 ALCOHOL BEVERAGE CONTROL (ABC) LICENSE FOR “OFF-SALE BEER AND WINE” WITHIN AN EXISTING 13,969 SQ. FT. COMMERCIAL BUILDING LOCATED AT 84076 AVENUE 50 PURSUANT TO FINDINGS AND CONDITIONS IN THE STAFF REPORT AND RESOLUTION NO. PC 2025-14.

Approved by the following roll call vote:

AYES: Commissioner Ordorica, Commissioner Torres, Vice Chairperson Fonseca, Chairperson Murillo NOES: None
ABSTAIN: None
ABSENT: Commissioner Lara

3. Resolution No. PC 2025-15: Request for Conditional Approval of the Architectural Review application for the Coachella Library Annex Project for the redesign and reconstruction of a 10,804 square foot (SF) 8 Item 1.

Coachella Library Annex building at 1538 7th Street and determining that the proposed project is categorically exempt from environmental review pursuant to Section 15303 (New Construction or Conversion of Small Structures) of the California Environmental Quality Act (CEQA) Guidelines.

Applicant: City of Coachella.

Anahi Fernandez, Management Analyst, gave a brief presentation for the item. A copy of the presentation is on file with the Planning Division.

Public Hearing Opened at 6:38 PM by Commissioner Murillo.

Public Hearing Closed at 6:38 PM by Commissioner Murillo.

IT WAS MOVED BY COMMISSIONER ORDORICA AND SEONCDED BY COMMISSIOENR TORRES TO APPROVE ARCHITECTURAL REVIEW NO 24-08 FOR THE RESDESIGN AND RECONSTRUCTIO OF A 10,804 SQ. FT. LIBRAYR ANNEX BUILDING AT 1538 7TH STREET

PURSUANT TO THE FINDINGS AND CONDITIONS IN THE STAFF REPORT AND RESOLUTION NO. PC 2025-15.

Approved by the following roll call vote:

AYES: Commissioner Ordorica, Commissioner Torres, Vice Chairperson Fonseca, Chairperson Murillo NOES: None
ABSTAIN: None
ABSENT: Commissioner Lara
INFORMATIONAL:

3. Director’s Development Update.

NO UPDATES PROVIDED.

ADJOURNMENT: 6:39 P.M.

RESPECTFULLY SUBMITTED BY,

KENDRA REIF

PLANNING COMMISSION SECRETARY
Complete Agenda Packets are available for public inspection in the Development Services Department at 53-990 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.
9 Item 1.

STAFF REPORT
10/15/2025
TO: Planning Commission Chair and Commissioners
FROM: Vanessa Sanchez-Meza, Planning Technician
SUBJECT: CUP 369 and AR 23-06, 1-Year Time Extension –Sunridge Self Storage: A request for a one-year time extension for the conditionally approved Conditional Use Permit (CUP 369) and Architectural Review (AR 23-06) for the proposed expansion of the existing Sunridge RV and Self-Storage facility located along Grapefruit Boulevard (Highway 111). The expansion is proposed on an adjacent vacant 4.85-acre parcel (APN 763-141-018) and includes the construction of approximately 62,979 square feet of self-storage units, 71 covered RV storage spaces, covered parking canopies, and a 900-square-foot leasing office.

Applicant Sunridge Self-Storage LLC, James Delhamer
STAFF RECOMMENDATION:

Staff recommends that the Planning Commission grant the first 12-Month Time Extension eligible for Conditional Use Permit No. 396 and Architectural Review 23-06, with the findings and conditions in Planning Commission Resolution No. PC 2023-31 and establishing a new expiration date of November 15, 2026.

BACKGROUND:

The applicant, Sunridge Self Storage, LLC (James Delhamer), received Planning Commission’s approval on November 15, 2023 for the following entitlements:
 CUP No. 369 – Approval of a Conditional Use Permit to allow a mini-storage warehouse and recreational vehicle storage use, which are permitted within the M-S (Manufacturing Service) Zone subject to a conditional use permit.  AR No. 23-06 – Architectural Review for the development of self-storage units, RV storage spaces, covered parking canopies, and a 900-square-foot leasing office.  EA No. 23-05 – Environmental Assessment was prepared to evaluate the direct, indirect, and cumulative environmental impacts of the proposed project located on a

4.85-acre parcel at the end of Tyler Lane, north of Avenue 54, west of Grapefruit Boulevard, and east of Tyler Street (APN 763-141-018).
10 Item 2.

The site is currently vacant land and has been vacant since the 1970’s/80’s. The site was previously farmed for row crops up to the 1970’s/80’s. There are no existing structures or other improvements on the site and there is no business activity taking place.

DISCUSSION/ANALYSIS:

The Planning Commission is required to review Architectural Review time extension requests according to the following criteria in Chapter 17.72.010.K.3 of the Coachella Municipal Code.

Staff has reviewed the proposed extension request pursuent to Chapter17.72.010.K.3 and recommends that the Planning Commission approve one 12-month time extension for AR No. 23- 06, subject to the findings and conditions of approval in Resolution No. PC 2023-31, establishing a new expiration date of November 15, 2026.

1. There will be no significant change in the surrounding neighborhood.  There are no further changes to the proposed project that would result in a change in the surrouding neighborhood.

2. The project conforms to existing and any new building and zone requirements.  The project site is located within the M-S (Manufacturing Service) Zone, which permits a mini-storage warehouse and recreational vehicle storage use with a Conditional Use Permit.

3. A request for the extension is properly filed with the planning director ten (10) days or more prior to expiration.
 The Applicant filed for the extension with the Development Services Department on September 24, 2025 exceeding the minimum 10-day requirement. The entitlements approved by Planning Commission would be expiring November 15, 2025. By requesting a 12-month time extension, it will ensure the project is valid and can continue with the plan check process.

4. The applicant states upon affidavit the reasons requiring an extension and such other criteria as the planning department shall set forth in the application.  The applicant has requested the time extension due to slow demand for additional selfstorage facilities within the City of Coachella, coupled with high interest rates and increased construction costs. The applicant has determined that commencing construction on the proposed expansion is not financially feasible at this time.

The Planning Commission is required to review Conditional Use Permit time extension requests according to the following criteria in Chapter 17.74.050.A of the Coachella Municipal Code. Staff has reviewed the proposed extension request pursuent to Chapter 17.74.050.A and recommends that the Planning Commission approve one 12-month time extension for Conditional Use Permit No. 369, subject to the findings and conditions of approval in Resolution No. PC 2023-31, establishing a new expiration date of November 15, 2026.

1. A conditional use shall expire and shall become void two years following the date on which the conditional use became effective, unless prior to the expiration of two years a building 11 Item 2.
permit is issued and construction is commenced and diligently pursued toward completion, or a certificate of occupancy is issued.
 No building permits were issued within the two years of the Conditional Use Permit becoming effective on November 15, 2023. Therefore, a 12-month time extensions for their entitlement is being requested.

2. A conditional use that has been granted, but not been exercised within two years may be renewed for three one-year time extensions only if an application stating reasons for renewal is filed prior to one-year after the effective date of the conditional use approval by the planning commission. In the event that the planning commission acts to approve a time extension for the conditional use permit, the planning commission may impose any reasonable conditions on the conditional use permit as a condition of the time extension, provided a modification to the conditional use permit is processed. In the event that such additional conditions are not acceptable to the applicant and/or owner, the planning commission shall deny the time extension request.
 The extension request was submitted in accordance with the required timeline, prior to the Conditional Use Permit’s expiration date of November 15, 2025.

3. Conditional uses for public utilities, public health facilities, or governmental enterprises, including but not united to elementary or high schools, libraries, museums, fire or police stations are exempt from the expiration provision provided acquisition or legal proceeding for acquisition of the site is commenced within two years.  The project proposal would not qualify as a public utility, public health facilities, or governmental enterprises for an exemption.

Consistency with Coachella General Plan and Zoning
The proposed project is within the Industrial District land use designation. The site is within Subarea 5 – Airport District, which encourages the development of a variety of industrial and manufacturing uses within the subarea. The project site is currently zoned Manufacturing Service (M-S) which implements the Industrial District land use designation of the General Plan. The MS zone permits Mini Storage Warehouse and Recreational Vehicle Storage uses under a conditional use permit. The Sunridge Self-Storage project meets all the requirements of the property development standards of the M-S zone. The proposed project is compliant with the General Plan and the Coachella Municipal Code.

Site Plan
The exhibit below illustrates the proposed site plan layout for Phase 1 and Phase 2 of the Sunridge Self-Storage Project. Phase I of the Project includes the development of the 900 square foot (SF) leasing office, and approximately 34,821 SF of self-storage units, configured into various sizes across 7 buildings, and 60 uncovered RV storage spaces. Phase II of the Project proposes the development of approximately 28,152 square feet of self-storage units for a total of 62,979 square feet of self-storage units, configured into various sizes across a total of 11 buildings, and 4 canopies that encompass 71 covered RV storage spaces.
12 Item 2.

Figure 1: Sunridge-Self Storage (Phase 1)
Figure 2: Sunridge-Self Storage (Phase 2)
Attachments:

1. Resolution PC 2025-17
a. Exhibit A – Conditions of Approval

2. Vicinity Map

3. Sunridge Self-Storage Development Plan Set

4. Resolution PC 2023-31
13 Item 2.

Resolution No. PC2025-17

Page 1 ends

RESOLUTION NO. PC2025-17

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
COACHELLA, CALIFORNIA APPROVING THE FIRST 12-MONTH
EXTENSION OF TIME FOR CONDITIONAL USE PERMIT NO. 369 TO

ALLOW THE CONSTRUCTION OF A MINI STORAGE WAREHOUSE

AND RECREATIONAL VEHICLE STORAGE FACILITY AND
ARCHITECTURAL REVIEW 23-06 FOR THE REVIEW OF THE
PROPOSED ELEVATIONS AND FLOOR PLANS; ON A 4.85 ACRE SITE LOCATED AT THE END OF TYLER LANE, NORTH OF AVENUE 54,

WEST OF GRAPEFRUIT BOULEVARD, AND EAST OF TYLER
STREET; APN 763-141-018; SUNRIDGE SELF-STORAGE LLC, JAMES DELHAMER, APPLICANT.

WHEREAS, on September 24, 2025, James Delhamer (on behalf of Sunridge SelfStorage LLC) filed applications for a first 12-month time extension for Conditional Use Permit No. 369 and Architectural Review No. 23-06, to allow 62,979 square feet of selfstorage units, 71 covered RV storage spaces, and a 900 square foot leasing office on a vacant 4.85-acre project site located at the end of Tyler Lane, north of Avenue 54, west of Grapefruit Boulevard, and east of Tyler Street; APN 763-141-018, and, WHEREAS, on November 15, 2023, the Planning Commission conducted a duly noticed public hearing on CUP No. 369, AR No. 23-06, EA No. 23-05 in the Coachella Civic Center, 53990 Enterprise Way, Coachella, California; and, WHEREAS, the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project; and, WHEREAS, the Project is permitted pursuant to the Coachella Municipal Code, and the attendant applications for a Conditional Use Permit, Architectural Review to allow the Project; and,
WHEREAS, the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City’s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and,
WHEREAS, the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS, the site for the proposed use relates properly to streets which are designed to carry the type and quantity of traffic to be generated by the proposed use; and, WHEREAS, Environmental Initial Study No. 23-05 was prepared for Conditional Use Permit No. 369, Architectural Review No. 23-06, Environmental Assessment No. 23- 05 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was certified and adopted by the Planning Commission on November 15, 2023; 14 Item 2.

Resolution No. PC2025-17

Page 2 ends

and,
WHEREAS, the conditions of approval as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED, THE PLANNING COMMISSION OF

THE CITY OF COACHELLA, CALIFORNIA DOES HEREBY FIND
DETERMINE AND RESOLVE AS FOLLOWS:

SECTION 1. Recitals. The above recitals are true and correct and incorporated herein as findings of fact.

SECTION 2. Compliance with the California Environmental Quality Act.

Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the Planning Commission, and the facts outlined below, the Planning Commission hereby finds and certifies that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines. Environmental Initial Study No. 23-05 was prepared for Conditional Use Permit No. 369, Architectural Review No. 23-06, Environmental Assessment No. 23-05 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was certified and adopted by the Planning Commission on November 15, 2023.

SECTION 3. Conditional Use Permit and Architectural Review Findings With respect to Conditional Use Permit No. 369 and Architectural Review 23-06, the Planning Commission finds as follows for the proposed for the 62,979 square feet of selfstorage units, 71 covered RV storage spaces, and a 900 square foot leasing office project:

1. The proposed conditional use permit and architectural review are consistent with the General Plan and the City of Coachella Official Zoning Map governing the site. The subject site is a 4.85-acre vacant parcel with adequate access and lot dimensions to allow for the intended single-family residential lot development in a manner consistent with the Industrial District land use designation of the General Plan and Manufacturing Service Zoning Designation. The project will substantially comply with the General Plan 2035 document which calls for a “Industrial District” encouraging a range of light and heavy commercial and industrial businesses.

2. The proposed use will be located, designed, constructed, operated and maintained so as to be compatible with the existing or intended character of the general vicinity and shall not change the essential character of the same area. The mini storage warehouse and recreational vehicle storage facility would be located in an existing manufacturing service area and is compatible with other existing manufacturing service and industrial businesses in the vicinity, including an existing adjacent mini storage warehouse and recreational vehicle storage facility immediately adjacent to the east of the proposed project. 15 Item 2.

Resolution No. PC2025-17

Page 3 ends

3. Consideration was given to harmony in scale, bulk, coverage and density, to the availability of public facilities and utilities, to harmful effect, in any, upon desirable neighborhood character, to the generation of traffic and the capacity of surrounding streets, and to any other relevant impact of the development. The proposed 62,979 square feet of self-storage units, 71 covered RV storage spaces, and a 900 square foot leasing office are compatible uses with existing similar uses in the area.

4. Where the proposed use may be potentially hazardous or disturbing to existing or reasonable expected neighboring uses, it must be justified by the common public interest as a benefit to the community as a whole. The Development Services Department does not anticipate any potentially hazardous or disturbing impacts on existing or neighboring uses. The proposed mini storage warehouse and recreational vehicle storage facility is anticipated to add an amenity to City residents and to the entire Coachella Valley in providing a mini storage warehouse and recreational vehicle storage facility. The proposed project is also anticipated to increase economic development in the City of Coachella.

SECTION 4. Architectural Review Time Extension Request Findings

1. There will be no significant change in the surrounding neighborhood. There are no further changes to the proposed project that would result in a change in the surrounding neighborhood.

2. The project conforms to existing and any new building and zone requirements. The project site is located within the M-S (Manufacturing Service) Zone, which permits a mini-storage warehouse and recreational vehicle storage use with a Conditional Use Permit.

3. A request for the extension is properly filed with the planning director ten (10) days or more prior to expiration. The Applicant filed for the extension with the Development Services Department on September 24, 2025 exceeding the minimum 10-day requirement. The entitlements approved by Planning Commission would be expiring November 15, 2025. By requesting a 12-month time extension, it will ensure the project is valid and can continue with the plan check process.

4. The applicant states upon affidavit the reasons requiring an extension and such other criteria as the planning department shall set forth in the application. The applicant has requested the time extension due to slow demand for additional self-storage facilities within the City of Coachella, coupled with high interest rates and increased construction costs. The applicant has determined that commencing construction on the proposed expansion is not financially feasible at this time.

SECTION 5. Conditional Use Permit Time Extension Request Findings

Resolution No. PC2025-17

Page 4 ends

issued within the two years of the Conditional Use Permit becoming effective on November 15, 2023. Therefore, 12-month time extensions for their entitlement are being requested.

In the event that such additional conditions are not acceptable to the applicant and/or owner, the planning commission shall deny the time extension request. The extension request was submitted in accordance with the required timeline, prior to the Conditional Use Permit’s expiration date of November 15, 2025.

3. Conditional uses for public utilities, public health facilities, or governmental enterprises, including but not united to elementary or high schools, libraries, museums, fire or police stations are exempt from the expiration provision provided acquisition or legal proceeding for acquisition of the site is commenced within two years. The project proposal would not qualify as a public utility, public health facilities, or governmental enterprises for an exemption.

SECTION 6 Location and Custodian of Records
The documents and materials that constitute the record of proceedings on which these findings are based are located at Coachella Civic Center. The Development Services Director is the custodian of the record of proceedings.

SECTION 7. Execution of Resolution
The Chairman shall sign this Resolution and the City Clerk shall attest and certify to the passage and adoption thereof.

SECTION 8. Planning Commission Approval. Based on the foregoing, the Planning Commission hereby CONDITIONALLY APPROVES Resolution No PC 2025-17 Architectural Review No. 25-08 approving the first 12-month extension of time for Conditional Use Permit No. 369 to allow the construction of a mini storage warehouse and recreational vehicle storage facility and Architectural Review 23-06 for the review of the proposed elevations and floor plans; on a 4.85 acre site located at the end of Tyler Lane, north of Avenue 54, west of Grapefruit Boulevard, and east of Tyler Street; APN 763-141- 018. The Applicant shall demonstrate compliance with ALL Conditions of Approval, as set forth in “Exhibit A”.

PASSED APPROVED and ADOPTED this 15th day of October 2025 by the following vote:
17 Item 2.

Resolution No. PC2025-17

Page 5 ends

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Isela Murillo
Planning Commission Chairperson
ATTEST:
______________________________
Kendra Reif
Planning Commission Secretary
APPROVED AS TO FORM:
_____________________________
City Attorney
18 Item 2.

Resolution No. PC2025-17

Page 6 ends

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC 2025-17 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 15th day of October 2025 by the following vote of the Planning Commission:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Kendra Reif
Planning Commission Secretary
19 Item 2.

Resolution No. PC2025-17 EXHIBIT A
Exhibit A – Resolution No. PC2025-17
CONDITIONS OF APPROVAL FOR FIRST 12-MONTH TIME EXTENSION FOR CONDITIONAL USE PERMIT NO. 369, ARCHITECTURAL REVIEW NO. 23-06

SUNRDIGE SELF-STORAGE PROJECT
General Conditions

1. The applicant shall comply with all requirements and conditions of approval as included in CUP 369, AR 23-06, and any modifications or extensions thereof, as listed Reso. No. PC2023-

31. 20
Item 2.

Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
Vicinity Map
¯
T
Site
yle
r
S
t
r
e
e
t
Tyler Lane
Grapefruit Boulevard/HWY 111
Avenue 54
21 Item 2.

PROJECT TEAM PROJECT DATA SHEET INDEX SCOPE OF WORK SUMMARY: SCOPE AND CODE CLIENT: CIVIL/SUREVYOR: ABBREVIATIONS LEGEND OF SYMBOLS GENERAL NOTES VICINITY MAP A0.10 EXPANSION SUNRIDGE SELF-STORAGE 86220 TYLER LANE COACHELLA, CA 92236 APN#: 763-141-018 GENERAL: LANDSCAPE: ARCHITECTURAL: ELECTRICAL: N +8'-0" A.F.F. ACT CEILING XXX.XX A B C D ROOM NAME ROOM NAME XXX1 PL-1 01 1 1 101A 1/4:12 XXXX.XX XXXX.XX XXXX.XX XXXX.XX 9.5 # - - NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- ARCHITECT: DESIGN CODES DEFERRED SUBMITTALS FIRE PROTECTION/FIRE SPRINKLERS/FIRE ALARM: N LOCATION PROJECT REFERENCE SITE PLAN LOCATION PROJECT N INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2022 SITE DATA: LANDSCAPE ARCHITECT: MEP ENGINEER: 22 Item 2.

FH
V V
V
V
101
401.76 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ 405 400 400 400
405
405
399.3 402.2
398.7
403.4
403.3
403.4
403.5
403.5
403.4
401.6 401.3
402.9
402.1
402.6
402.3
402.4
402.8
403.2
400.2 400.8
403.4
403.1
402.3
401.9
401.7
401.9
402.1
401.2
401.7
402.2
401.5
404.1
401.7
400.6
403.3
402.8
Vegetation
Ground Obscured Vegetation
Ground Obscured
Vegetation
Ground Obscured
Scattered Brush
Scattered Brush
PARCEL MAP 23859 P.M.B. 164/61-63 PARCEL 13
APN 763-141-019
N.A.P.

PARCEL 12
APN 763-141-018
PARCEL 1
APN 763-141-005
N.A.P.

PARCEL MAP 17058 P.M.B. 85/53-55

NA R CI R
AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643 Ren. DERSEN T K .4/25 JOB NUMBER:

CHECKED:

STATUS:

DRAWN:

CAD FILE:

CONCEPTUAL SITE PLAN - PH I
SCALE: 1"= 40'-0"

PHASE I

SITE PLAN
A1.10

AS NOTED
22-036_xSP
NV N N

LOCATION

PROJECT

KEY NOTES

SITE & PROJECT DATA
SITE PLAN NOTES 12345678
10 SITE DATA: 9
13 14
VICINITY MAP 1 1 1 2 1 3 3 4 5 7 8 8 8 8 8 8 8
10 10
10 10
11 11
12 13
14 15
16 15
16 16
15 17
17 15 9 9 4
16 16 1
A2.30
10 16
161 3
18 4
A3.40 2
A3.40
19 19
20 20
11 21
16 3
A3.40 6
21 21
22 18
22 12
22 23
Item 2.

PARCEL 12
APN 763-141-018
PARCEL 1
APN 763-141-005
N.A.P.

PARCEL MAP 17058 P.M.B. 85/53-55

NA R CI R
AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643 Ren. DERSEN T K .4/25 JOB NUMBER:

CHECKED:

STATUS:

DRAWN:

CAD FILE:

CONCEPTUAL SITE PLAN - PH II
SCALE: 1"= 40'-0"

PHASE II

SITE PLAN
A1.11

AS NOTED
22-036_xSP
NV N N

LOCATION

PROJECT

KEY NOTES

SITE & PROJECT DATA

SITE PLAN NOTES
SITE DATA:

VICINITY MAP 1 1 1 1 2 1 3 3 4 5 7 8 8 8 8 8 8 188
18 18 18 9 9 9 9
10 10 10
10 10
10 10
10 11
11 11
12 13
14 15
16 16
16 15
17 17 123456789
12 13
14 15
16 17
18 15
15 16 4
A3.40 2
A3.40
19 10
19 20
20 16 3
A3.40 6
21 21
11 20
24 Item 2.

TRASH ENCLOSURE PLAN SCALE: 1/4" = 1'-0" 12 B TRASH ENCLOSURE ELEVATIONS SCALE: 1/4" = 1'-0" 10 A C 1:12 TRASH ENCLOSURE ROOF PLAN SCALE: 1/4" = 1'-0" 8 1 A1.20 2 A1.20 7 A1.20 7 A1.20 10B A1.20 4 A1.20 10C A1.20 10A A1.20 TRASH ENCLOSURE SECTION SCALE: 3/8" = 1'-0" 7 9 A1.20 TRASH ENCLOSURE GATE SCALE: 1/2" = 1'-0" 64 A1.20 TRASH ENCLOSURE SECTION SCALE: 3/4" = 1'-0" 9 3 A1.20 POST & BASE DETAIL SCALE: 1-1/2" = 1'-0" 3 CANE BOLT GATE LOCK SCALE: 3" = 1'-0" 1 DETAIL AT GATE POST SCALE: 3" = 1'-0" 4 CANE BOLT W/ STEEL SLEEVE SCALE: 3" = 1'-0" 2 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 --A1.20 25
Item 2.

STOP STOP SIGN AT ENTRY GATE SCALE: 3/8" = 1'-0" 6 BOLLARD WITH KEYPAD SCALE: 3/4" = 1'-0" 5 PLAN VIEW TYPICAL BOLLARD SCALE: 1/2" = 1'-0" 1 COMMERCIAL ROLL GATE SCALE: N.T.S 3 SITE ENTRY ELEVATION SCALE: 1/2" = 1'-0" 10 WHEELSTOP SCALE: 1 1/2" = 1'-0" 9 TYPICAL PERIMETER FENCE SCALE: 1/2" = 1'-0" 7 PRECAST CONCRETE WHEELSTOP SCALE: N.T.S. 2 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 --A1.2126
Item 2.

ABCD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 AB 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 AB NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- BUILDING 3 FLOOR PLAN A2.10 SCALE: 3/32"= 1'-0" 4 1 KEYNOTES UNIT MIX BREAKDOWN PLAN NOTES STORAGE AREA BUILDING 1 FLOOR PLAN SCALE: 3/32"= 1'-0" 1 BUILDING 2 FLOOR PLAN SCALE: 3/32"= 1'-0" 3 NNN 1 1 6 A3.30 8 A3.10 5 A3.10 7 A3.10 6 A3.30 5 A3.10 10 A3.30 9 A3.10 11 A3.10 1 1 2 A3.20 1 A3.20 27 Item 2.

AC 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 B 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ABC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 DCBA NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- BUILDING 7-11 TYP. FLOOR PLAN A2.20 SCALE: 3/32"= 1'-0" 3 1 KEYNOTES UNIT MIX BREAKDOWN PLAN NOTES STORAGE AREA BUILDING 4 FLOOR PLAN SCALE: 3/32"= 1'-0" 1 BUILDING 5 & 6 TYP. FLOOR PLAN SCALE: 3/32"= 1'-0" 2 NNN 2 A3.30 1 A3.30 3 A3.20 1 1 1 A3.30 3 A3.20 1 1 6 A3.30 5 A3.30 4 A3.30 3 A3.30 1 A3.40 9 A3.30 8 A3.30 7 A3.30 1 1 28 Item 2.
1 2 3 4 BCD 1 2 3 4 ABCD ALL-GENDER RESTROOM 102 ALL-GENDER RESTROOM 103 BREAK ROOM 104 TYPICAL DETAIL - RESTROOM MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" 4 ENLARGED RESTROOM PLAN SCALE: 1/2" = 1'-0" 3 ALL-GENDER RESTROOM 103 ALL-GENDER RESTROOM 102 GRAB BAR BLOCKING SCALE: 3" = 1'-0" 2 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 --A2.30 LEASING OFFICE FLOOR PLAN SCALE: 1/4"= 1'-0" 1 1 KEYNOTES 2345 PLAN NOTES STORAGE AREA N 2 A3.30 4 A3.10 1 A3.10 3 A3.10 2 N 1 3 3 4 4 5 3 A2.30 1 A4.10 6 7 67 29 Item 2.

A3.10 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- OFFICE NORTH ELEV. SCALE: 3/32" = 1'-0" 1 BUILDING 1 NORTH ELEVATION SCALE: 3/32" = 1'-0" 5 OFFICE EAST ELEV. SCALE: 3/32" = 1'-0" 3 EXTERIOR FINISH SCHEDULE SCALE: N.T.S 12 BUILDING 2 NORTH ELEVATION SCALE: 3/32" = 1'-0" 9 OFFICE WEST ELEV. SCALE: 3/32" = 1'-0" 4 BUILDING 1 SOUTH ELEVATION SCALE: 3/32" = 1'-0" 6 BUILDING 1 TYP. EAST ELEV. SCALE: 3/32" = 1'-0" 7 BUILDING 2 EAST ELEV. SCALE: 3/32" = 1'-0" 11 OFFICE SOUTH ELEV. SCALE: 3/32" = 1'-0" 2 BUILDING 2 SOUTH ELEV. SCALE: 3/32" = 1'-0" 10 BUILDING 1 TYP. WEST ELEV. SCALE: 3/32" = 1'-0" 8 RVL-1 PL-1 RVL-1 SF-1 PL-1 CMU-1 SF-1 MTL-6 PL-1 RVL-1 PL-1 MTL-2 MTL-1 MTL-4 MTL-5 MTL-2 MTL-1 MTL-4 MTL-5 MTL-1 CMU-2 CMU-1 MTL-1 CMU-2 CMU-1 MTL-1 CMU-1 MTL-1 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 CMU-2 CMU-1 MTL-1 CMU-1 MTL-6 CMU-1 CMU-2 CMU-2 CMU-1 CMU-2 30 Item 2.

A3.20
NA R
CI R
AP

STATE OF CALI FOR N
AI
CT
E

IT HCRA DESNECI L
No. C26643
Ren.

DERSEN
T
K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018
-- EXTERIOR FINISH SCHEDULE SCALE: N.T.S
4 BUILDING 3 EAST ELEVATION SCALE: 3/32" = 1'-0"
1 BUILDING 4 NORTH ELEVATION SCALE: 3/32" = 1'-0"
3BUILDING 3 WEST ELEVATION SCALE: 3/32" = 1'-0"
2 MTL-1 MTL-4 MTL-2 MTL-4 MTL-5 MTL-1 CMU-2 CMU-1 MTL-1 CMU-2 CMU-1 MTL-1 CMU-2 CMU-1 MTL-1 CMU-2 CMU-1 MTL-1 CMU-2 CMU-1 RVL-1 PL-1 MTL-3 31 Item 2.

A3.30 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- BUILDINGS 5 & 6 TYP. EAST ELEVATION SCALE: 3/32" = 1'-0" 5 EXTERIOR FINISH SCHEDULE SCALE: N.T.S 10 BUILDINGS 7-11 TYP. EAST ELEVATION SCALE: 3/32" = 1'-0" 9 BUILDINGS 5 & 6 TYP. SOUTH ELEV. SCALE: 3/32" = 1'-0" 4 BUILDINGS 5 & 6 TYP. NORTH ELEV. SCALE: 3/32" = 1'-0" 3 BUILDING 4 SOUTH ELEVATION SCALE: 3/32" = 1'-0" 1 BUILDING 4 EAST ELEVATION SCALE: 3/32" = 1'-0" 2 BUILDINGS 7-11 TYP. NORTH ELEV. SCALE: 3/32" = 1'-0" 7 BUILDINGS 5 & 6 TYP. WEST ELEVATION SCALE: 3/32" = 1'-0" 6 BUILDINGS 7-11 TYP. SOUTH ELEV. SCALE: 3/32" = 1'-0" 8 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 MTL-4 MTL-2 MTL-5 MTL-1 CMU-1 MTL-1 MTL-2 MTL-5 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 MTL-2 MTL-4 MTL-5 MTL-1 MTL-2 MTL-4 MTL-5 MTL-3 MTL-3 MTL-3 MTL-3 MTL-1 MTL-2 MTL-4 MTL-5 MTL-3 MTL-3 MTL-3 MTL-2 MTL-4 MTL-5 32 Item 2.

A3.40 NA R CI R AP STATE OF CALI FOR N AI CT E IT HCRA DESNECI L No. C26643
Ren. DERSEN T K .
4/25 JOB NUMBER: CHECKED: STATUS: DRAWN: CAD FILE: PLOT DATE: 24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com
age M an ll

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018 -- EXTERIOR FINISH SCHEDULE SCALE: N.T.S 6 BUILDINGS 7-11 TYP. WEST ELEVATIONS SCALE: 3/32" = 1'-0" 1 MTL-3 MTL-1 MTL-4 MTL-2 MTL-4 MTL-5 MTL-3 WEST SITE ELEVATION (SITE ENTRY WALL & ROLLING GATE VIEW) SCALE: 1/4" = 1'-0" 4 CMU-1 CMU-1 MTL-1 CMU-2 SOUTH SITE ELEVATION (RV CANOPY VIEW) SCALE: 3/32" = 1'-0" 2 CMU-2 PH II FUTURE RV CANOPY - END RESULT EXAMPLE SCALE: N.T.S 5 CMU-2 EAST SITE ELEVATION (RV CANOPY & ROLLING GATE VIEW) SCALE: 1/4" = 1'-0" 3 CMU-2 MTL-7 MTL-7 MTL-7 MTL-7 MTL-7 MTL-7 33 Item 2.

A4.10
NA R
CI R
AP

STATE OF CALI FOR N
AI
CT
E

IT HCRA DESNECI L
No. C26643
Ren.

A R C H I T E C T U R E

SUNRIDGE SELF-STORAGE

EXPANSION
86220 TYLER LANE
COACHELLA, CA 92236
APN#: 763-141-018
-- LEASING OFFICE SECTION SCALE: 1/4" = 1'-0"
1 1/4:12 34
Item 2.

PARCEL 12 APN 763-141-018 PARCEL 12 APN 763-141-018 IRRIGATION PLAN A L1.0 FAX (760) 777-9132 PH. (760) 777-9131 PALM DESERT, CA SUITE 102 HERMANN LIC# 2754 92211 EXP. 04/30/24 DESIGN GROUP 77-899 WOLF RD. 35 Item 2.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X IRRIGATION PLAN B L1.1 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 36
Item 2.

IRRIGATION DETAILS A L1.2 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 37
Item 2.

IRRIGATION DETAILS B L1.3 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 38
Item 2.

PARCEL 12 APN 763-141-018 PARCEL 12 APN 763-141-018 PLANTING PLAN A L2.0 FAX (760) 777-9132 PH. (760) 777-9131 PALM DESERT, CA SUITE 102 HERMANN LIC# 2754 92211 EXP. 04/30/24 DESIGN GROUP 77-899 WOLF RD. 39 Item 2.

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X PLANTING PLAN B L2.1 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 40
Item 2.

PLANTING DETAILS A L2.2 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 41
Item 2.

PLANTING DETAILS B L2.3 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD.
····· 42
Item 2.

LANDSCAPE SPECIFICATIONS A L3.0 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 43
Item 2.

LANDSCAPE SPECIFICATIONS B L3.1 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 44
Item 2.

IRRIGATION SPECIFICATIONS A L3.2 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 45
Item 2.

IRRIGATION SPECIFICATIONS B L3.3 FAX (760) 777-9132
PH. (760) 777-9131 PALM DESERT, CA SUITE 102
HERMANN LIC# 2754 92211 EXP. 04/30/24
DESIGN
GROUP 77-899 WOLF RD. 46
Item 2.

0.1 0.1 0.2 0.2

0.1 0.2

0.2 0.1

0.1 0.0

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0

0.0 0.3

0.3 2.5

5.3 4.9

2.9 4.2

5.4 3.2

3.4 5.5

3.8 2.9

4.9 4.5

2.7 4.0

5.1 2.9

3.1 5.2

3.7 2.8

4.8 4.5

2.8 4.0

5.1 3.1

3.2 5.2

3.6 2.7

4.6 4.3

2.5 2.7

2.0 4.2

7.2 5.7

3.6 4.9

6.1 4.2

4.4 6.4

4.9 3.9

5.8 5.5

3.8 5.1

6.2 4.1

4.3 6.4

4.9 3.9

5.9 5.7

3.8 5.2

6.4 4.2

4.4 6.5

4.8 3.6

5.5 5.2

3.6 5.7

4.4 5.6

7.0 3.8

2.7 3.4

4.6 4.2

3.9 4.7

4.3 3.5

4.3 4.5

3.6 3.9

4.7 3.9

3.6 4.6

4.3 3.5

4.4 4.6

3.7 4.0

4.8 3.9

3.7 4.7

4.0 2.7

2.6 2.6

2.9 5.2

4.1 0.3

0.4 0.7

1.3 2.3

2.6 2.0

1.3 3.6

4.7 2.7

2.2 3.6

7.0 5.9

4.2 6.7

5.9 3.6

5.5 6.9

3.9 4.4

7.2 4.8

3.7 6.6

5.9 3.6

5.5 6.9

3.9 4.5

7.2 4.8

3.8 6.7

5.5 2.3

1.7 1.8

2.3 3.3

2.5 0.4

0.4 0.6

1.0 2.0

3.6 4.4

4.0 2.5

2.5 3.4

2.4 2.3

2.8 1.7

2.1 2.0

2.5 4.8

3.8 0.4

0.4 0.5

0.7 1.1

1.9 3.2

4.6 7.0

4.8 4.3

5.4 2.8

2.9 5.3

3.5 5.2

3.0 2.9

5.9 4.7

0.3 0.4

0.5 0.5

0.6 0.6

1.1 1.6

2.3 3.7

6.5 4.7

4.2 5.2

2.9 3.1

6.0 4.1

6.0 3.2

2.5 3.6

2.7 0.6

0.7 0.7

0.9 1.1

1.4 2.0

3.0 4.1

3.1 2.4

3.2 2.4

2.2 2.8

2.1 2.5

2.1 2.4

3.9 3.0

0.5 0.7

0.8 0.8

0.8 0.9

1.0 1.1

1.4 2.0

3.2 5.6

4.2 3.5

4.4 2.6

1.9 1.9

2.7 5.2

6.8 3.9

4.3 7.0

4.6 3.6

6.4 5.7

3.5 5.3

6.7 3.8

4.3 7.0

4.6 3.6

6.4 5.7

3.5 5.4

7.0 5.3

6.9 4.6

2.2 1.7

2.6 6.0

4.9 0.9

1.5 1.7

1.4 1.1

1.0 1.1

1.2 1.1

2.0 3.6

7.3 5.4

4.8 5.7

2.8 2.0

2.2 3.3

4.4 4.9

4.2 4.3

4.9 4.3

4.0 4.7

4.6 4.0

4.5 4.8

4.1 4.2

4.9 4.3

4.0 4.7

4.6 4.0

4.6 5.1

4.9 5.0

3.4 1.9

1.5 2.2

4.2 3.3

1.8 4.1

4.6 2.8

1.6 1.3

1.2 1.3

1.5 2.0

3.1 4.7

3.7 2.8

3.6 2.7

2.4 3.6

5.8 5.2

4.5 5.7

5.2 3.9

4.9 5.6

4.1 4.4

5.8 4.6

4.0 5.5

5.2 3.9

5.0 5.7

4.1 4.4

5.8 4.7

4.2 5.7

4.9 2.5

1.5 1.4

2.0 3.3

2.5 3.8

2.0 1.5

1.3 1.4

1.6 1.5

2.9 4.7

3.9 2.9

3.8 2.9

3.1 5.2

7.1 4.8

3.3 5.3

4.7 2.8

4.4 5.5

3.1 3.5

5.8 3.8

3.0 5.3

4.7 2.8

4.4 5.5

3.1 3.5

5.8 3.8

3.1 5.3

4.4 1.7

1.7 1.7

2.5 5.6

4.5 2.2

2.7 2.0

1.5 0.9

1.0 1.5

3.0 7.5

5.7 4.8

5.8 3.5

3.9 7.4

5.0 3.3

2.4 2.6

5.1 4.0

4.4 5.9

2.8 1.7

0.9 1.0

1.0 4.1

3.0 4.0

3.2 4.4

5.6 6.6

3.3 2.5

3.3 2.4

4.3 5.8

2.9 1.7

1.5 1.0

1.6 1.7

3.3 4.8

5.2 3.8

2.8 2.5

3.9 8.0

5.5 4.1

2.7 2.6

4.8 3.7

2.8 3.7

2.5 1.7

1.5 1.6

1.6 2.1

2.8 5.2

6.9 4.0

2.2 2.0

2.8 4.5

4.0 4.0

4.7 2.6

3.1 5.0

3.3 2.6

4.6 4.1

2.5 3.8

4.8 2.7

3.1 5.0

3.3 2.6

4.6 4.1

2.5 3.9

5.0 3.9

5.0 3.4

2.4 1.9

2.6 5.8

4.7 3.9

5.2 2.8

1.8 1.5

1.6 1.7

1.9 2.4

3.1 3.4

2.8 1.9

1.7 1.8

2.2 2.9

4.9 5.6

3.4 3.9

6.0 4.2

3.4 5.6

5.1 3.3

4.8 5.8

3.6 3.9

6.0 4.2

3.4 5.6

5.1 3.3

4.8 6.1

5.0 6.0

4.2 2.0

1.5 2.1

3.5 2.7

4.9 6.6

3.1 1.8

1.6 1.8

2.0 2.2

2.4 2.5

2.5 2.3

2.2 2.0

1.9 2.0

2.3 2.7

2.9 2.5

2.5 2.9

2.6 2.4

2.8 2.8

2.4 2.6

2.8 2.5

2.5 2.9

2.6 2.4

2.8 2.8

2.4 2.7

3.0 2.8

2.6 2.1

1.5 1.4

2.2 3.9

3.0 3.1

4.0 2.6

1.8 1.9

2.7 3.4

3.4 3.6

3.6 3.0

3.2 3.4

2.9 2.7

3.2 2.9

2.6 3.0

3.0 2.5

2.8 3.1

2.6 2.6

3.1 2.8

2.5 2.9

2.9 2.5

2.8 3.1

2.6 2.6

3.1 2.8

2.5 2.9

2.8 2.0

1.6 1.6

1.7 2.6

6.1 4.9

3.2 4.3

2.6 1.8

2.2 4.6

7.1 5.6

6.6 6.6

4.0 5.1

7.0 4.4

4.2 6.7

5.1 3.4

5.6 5.9

3.4 4.5

6.4 3.9

3.7 6.3

4.8 3.3

5.4 5.8

3.3 4.4

6.4 3.9

3.7 6.3

4.8 3.2

5.4 5.5

2.4 2.5

3.4 2.5

2.6 4.3

3.3 4.9

6.6 3.0

1.9 2.0

3.5 5.1

4.0 4.8

4.8 3.0

3.7 5.1

3.1 3.1

4.8 3.6

2.4 3.9

4.0 2.2

3.0 4.3

2.6 2.4

4.2 3.2

2.1 3.7

3.9 2.2

3.0 4.3

2.6 2.4

4.3 3.2

2.1 3.6

3.7 1.5

1.5 6.6

3.3 2.6

3.5 2.6

3.5 4.7

2.7 2.0

2.3 1.4

4.4 2.8

2.9 5.7

4.5 2.7

3.6 2.6

2.6 4.9

3.6 1.8

1.9 2.6

5.2 4.1

4.4 5.9

3.0 2.7

5.3 4.2

1.6 1.8

2.3 3.4

2.5 4.0

5.5 2.7

1.9 2.4

1.8 3.6

2.7 2.8

4.9 3.8

2.5 3.3

2.1 1.3

1.0 0.7

6.8 3.5

3.1 6.0

4.8 3.6

4.9 2.4

1.4 1.8

4.5 7.0

4.9 6.3

6.4 3.6

4.8 6.9

3.9 3.6

6.6 4.9

3.2 5.8

6.3 3.5

4.8 7.0

4.1 3.8

6.8 5.1

3.4 5.8

6.3 3.5

4.8 6.9

4.0 3.7

6.6 4.9

3.1 5.7

6.0 2.7

3.1 4.5

2.9 2.7

3.7 2.8

4.4 6.2

2.7 1.5

1.6 2.6

3.5 3.2

3.5 3.4

2.7 3.0

3.4 2.6

2.5 3.2

2.9 2.5

3.2 3.3

2.7 3.1

3.5 2.8

2.7 3.4

3.0 2.6

3.2 3.3

2.6 2.9

3.4 2.7

2.6 3.2

2.8 2.4

3.0 3.0

2.1 1.8

2.0 2.0

2.5 3.9

3.0 2.8

3.7 2.3

1.4 1.3

1.5 1.7

1.8 1.8

1.8 1.7

1.7 1.7

1.5 1.5

1.6 1.6

1.5 1.7

1.8 1.7

1.8 1.9

1.8 1.7

1.6 1.7

1.7 1.7

1.5 1.5

1.4 1.5

1.5 1.4

1.3 1.4

1.7 2.8

6.2 5.0

3.1 4.1

2.4 1.5

1.2 1.2

1.3 1.3

1.3 1.2

1.2 1.2

1.3 1.4

1.4 1.4

1.5 1.5

1.4 1.4

1.3 1.3

1.3 1.2

1.2 1.1

1.1 1.1

1.2 1.6

2.5 4.7

3.7 4.9

6.7 3.0

1.7 1.3

1.2 1.2

1.3 1.3

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.4 1.4

1.4 1.3

1.3 1.3

1.2 1.2

1.1 1.1

1.1 1.2

1.6 2.4

3.6 2.8

3.7 4.9

2.8 1.8

1.4 1.4

1.4 1.5

1.4 1.4

1.5 1.6

1.6 1.6

1.6 1.5

1.5 1.4

1.4 1.3

1.3 1.3

1.2 1.2

1.3 1.7

2.8 5.8

4.7 3.1

4.0 2.7

1.9 1.6

1.5 1.6

1.6 1.6

1.6 1.7

1.6 1.6

1.7 1.8

1.8 1.8

1.9 1.8

1.8 1.8

1.8 1.7

1.7 1.7

1.6 1.6

1.5 1.5

1.4 1.4

1.4 1.3

1.4 1.5

1.8 2.9

5.8 4.7

5.1 6.5

3.3 2.1

1.7 1.7

1.7 1.8

1.8 1.9

1.8 1.8

1.7 1.7

1.8 1.8

1.9 1.9

2.0 2.0

2.1 2.1

2.0 2.0

2.0 2.1

2.1 2.0

2.0 1.9

1.9 1.8

1.7 1.7

1.7 1.6

1.6 1.6

1.5 1.5

1.6 1.9

2.6 3.9

3.0 4.9

6.3 3.4

2.1 1.8

1.8 1.7

1.9 2.0

2.0 2.0

1.9 1.9

1.8 1.9

1.9 2.0

2.1 2.0

2.2 2.2

2.1 2.1

2.0 1.9

1.8 1.8

1.7 1.7

1.7 1.8

2.0 3.0

5.2 4.1

3.4 4.2

3.0 2.1

1.9 1.8

1.7 1.7

2.0 2.1

2.1 2.0

1.9 1.9

2.0 2.1

2.1 1.9

1.9 2.2

2.4 2.4

2.3 2.3

2.3 1.8

2.1 2.2

2.2 2.1

2.0 1.9

1.9 1.9

1.6 1.4

1.7 1.8

1.8 2.1

3.3 6.6

5.5 4.5

5.8 3.3

2.2 1.9

1.8 1.7

1.6 1.9

2.0 2.0

1.9 2.0

2.1 2.1

2.0 2.0

2.1 2.3

2.4 2.4

2.4 2.3

2.1 2.0

2.1 2.1

2.1 2.0

2.0 2.0

2.0 1.9

1.5 1.7

1.8 1.8

2.1 2.9

4.5 3.5

5.3 7.0

3.5 2.2

1.9 1.8

1.7 1.4

1.6 1.9

1.9 1.9

2.0 2.1

2.2 2.2

2.1 2.0

2.3 2.3

2.4 2.4

2.4 2.2

2.0 2.2

2.2 2.1

2.0 2.0

2.1 2.1

2.0 1.7

1.6 1.8

1.9 2.1

2.9 4.5

3.6 3.2

4.3 2.9

2.1 1.8

1.7 1.7

1.6 1.8

1.8 1.8

1.8 1.9

2.0 2.1

2.1 2.1

2.1 2.3

2.3 2.3

2.2 2.1

2.0 1.9

1.9 1.9

2.0 2.0

1.9 1.8

1.8 1.9

2.1 3.3

6.7 5.5

3.4 4.5

2.9 1.9

1.6 1.6

1.7 1.7

1.7 1.8

1.8 1.9

1.9 2.0

2.0 2.1

2.1 2.2

2.1 2.1

2.1 2.0

2.0 1.9

1.8 1.8

1.9 1.9

1.8 1.8

1.8 2.0

3.0 5.2

4.2 5.0

6.9 3.2

1.9 1.5

1.4 1.4

1.4 1.5

1.5 1.5

1.6 1.6

1.7 1.7

1.7 1.8

1.9 1.9

2.0 2.0

2.0 1.9

1.9 1.9

1.8 1.8

1.7 1.7

1.7 1.6

1.6 1.6

1.6 1.7

1.9 2.7

4.0 3.2

3.5 4.8

2.8 1.7

1.4 1.2

1.2 1.3

1.3 1.4

1.4 1.4

1.5 1.5

1.5 1.6

1.7 1.8

1.8 1.8

1.8 1.7

1.7 1.6

1.6 1.6

1.6 1.5

1.5 1.5

1.4 1.5

1.5 1.5

1.6 1.9

3.0 6.0

4.9 2.7

3.7 2.5

1.6 1.3

1.1 1.2

1.2 1.2

1.3 1.3

1.2 1.2

1.3 1.4

1.4 1.5

1.6 1.7

1.6 1.6

1.5 1.5

1.4 1.4

1.3 1.3

1.2 1.3

1.3 1.4

1.4 1.5

1.9 3.0

5.8 4.7

4.3 6.1

2.9 1.6

1.2 1.1

1.1 1.2

1.2 1.2

1.1 1.1

1.1 1.2

1.2 1.3

1.4 1.5

1.6 1.5

1.5 1.4

1.3 1.3

1.2 1.2

1.1 1.1

1.2 1.2

1.3 1.4

1.5 1.8

2.5 3.7

2.9 4.0

5.7 2.8

1.6 1.2

1.1 1.2

1.2 1.2

1.1 1.1

1.0 1.0

1.0 1.1

1.1 1.2

1.3 1.4

1.5 1.5

1.5 1.4

1.3 1.3

1.2 1.2

1.1 1.0

1.0 1.0

1.1 1.2

1.2 1.3

1.4 1.5

1.8 2.7

5.0 3.9

2.5 3.5

2.4 1.6

1.3 1.2

1.3 1.3

1.3 1.2

1.1 1.1

1.0 1.1

1.1 1.2

1.3 1.4

1.5 1.5

1.5 1.4

1.4 1.4

1.3 1.3

1.2 1.1

1.0 1.0

1.1 1.1

1.2 1.3

1.4 1.4

1.5 1.8

3.0 6.3

5.1 3.7

5.2 2.8

1.7 1.5

1.4 1.4

1.5 1.5

1.5 1.4

1.3 1.3

1.2 1.2

1.2 1.3

1.4 1.5

1.6 1.6

1.7 1.7

1.7 1.6

1.6 1.5

1.5 1.5

1.4 1.3

1.2 1.1

1.1 1.2

1.2 1.3

1.4 1.5

1.5 1.6

1.9 2.7

4.1 3.1

4.8 6.7

3.3 2.0

1.7 1.6

1.7 1.7

1.6 1.6

1.5 1.5

1.5 1.6

1.7 1.8

1.9 1.9

2.0 2.0

1.9 1.9

1.8 1.8

1.7 1.7

1.7 1.6

1.6 1.4

1.4 1.4

1.5 1.6

1.6 1.6

1.7 2.0

2.8 4.3

3.3 3.2

4.4 3.0

2.2 1.9

1.9 1.9

2.0 2.0

1.9 2.0

1.9 1.9

1.8 1.8

1.9 1.9

2.0 2.0

2.1 2.2

2.2 2.4

2.4 2.4

2.3 2.1

2.1 2.0

2.0 1.9

1.9 1.9

1.8 1.7

1.7 1.7

1.8 1.8

1.7 1.8

2.2 3.3

6.6 5.3

3.6 4.9

3.4 2.5

2.2 2.2

2.2 2.3

2.3 2.3

2.4 2.4

2.3 2.2

2.3 2.3

2.3 2.4

2.5 2.6

2.6 2.7

2.8 2.8

2.8 2.7

2.6 2.5

2.4 2.3

2.3 2.3

2.3 2.2

2.1 2.1

2.1 2.0

2.0 2.0

2.0 1.9

2.0 2.3

3.2 5.3

4.1 6.0

7.7 4.1

2.8 2.6

2.6 2.6

2.7 2.7

2.8 2.8

2.7 2.7

2.7 2.8

2.9 3.0

3.1 3.1

3.2 3.2

3.2 3.1

3.0 2.9

2.8 2.8

2.8 2.7

2.6 2.5

2.5 2.4

2.4 2.3

2.3 2.3

2.2 2.3

2.5 3.2

4.3 3.3

5.1 6.0

4.0 3.0

2.9 3.0

3.1 3.2

3.2 3.3

3.3 3.2

3.2 3.2

3.1 3.2

3.3 3.4

3.6 3.6

3.7 3.7

3.7 3.6

3.4 3.3

3.3 3.3

3.1 3.0

3.0 2.9

2.8 2.8

2.8 2.7

2.6 2.6

2.6 2.7

3.7 6.6

5.3 4.5

5.2 4.0

3.3 3.2

3.3 3.4

3.5 3.6

3.7 3.7

3.6 3.5

3.5 3.5

3.6 3.8

3.9 4.0

4.1 4.2

4.2 4.1

4.1 4.1

4.2 4.1

4.0 3.9

3.9 3.8

3.7 3.5

3.4 3.3

3.3 3.2

3.2 3.2

3.1 3.0

2.9 2.9

3.0 4.0

6.7 5.4

6.5 7.7

4.6 3.5

3.3 3.5

3.5 3.7

3.9 4.0

4.0 3.8

3.7 3.7

3.8 3.9

4.1 4.3

4.2 4.4

4.5 4.5

4.5 4.4

4.4 4.5

4.5 4.3

4.2 4.2

4.1 4.0

3.8 3.6

3.5 3.5

3.6 3.6

3.5 3.3

3.3 3.2

3.1 3.2

3.8 4.8

3.8 6.4

7.5 4.6

3.5 3.4

3.5 3.2

3.5 3.7

4.1 4.1

4.0 3.8

3.8 3.9

4.1 4.3

4.2 4.1

4.4 4.6

4.7 4.7

4.6 4.6

4.7 4.6

4.2 4.2

4.3 4.4

4.2 4.0

3.8 3.7

3.8 3.8

3.8 3.4

3.1 3.1

3.3 3.3

3.4 4.1

6.2 5.0

4.8 5.3

4.2 3.5

3.4 3.3

3.0 3.1

3.6 4.0

4.0 4.0

3.9 3.9

4.0 4.1

4.2 4.0

3.4 4.0

4.6 4.7

4.7 4.7

4.5 3.9

3.6 3.9

4.2 4.1

4.0 3.9

3.9 4.0

4.0 4.0

3.5 2.8

3.0 3.4

3.3 3.4

4.4 7.6

6.3 5.8

6.8 4.5

3.6 3.4

3.4 3.1

3.1 3.4

3.8 3.8

3.8 4.0

4.3 4.5

4.4 4.3

4.3 4.7

4.7 4.6

4.7 4.7

4.8 4.7

4.4 4.2

4.3 4.4

4.2 4.0

3.9 3.9

4.1 4.2

4.2 3.7

3.5 3.3

3.5 3.4

3.4 4.0

5.4 4.3

6.2 8.0

4.6 3.5

3.3 3.3

3.6 3.6

3.6 3.7

3.9 4.1

4.3 4.3

4.3 4.4

4.6 4.6

4.5 4.5

4.6 4.6

4.6 4.5

4.4 4.4

4.2 4.0

3.9 3.8

3.8 4.0

4.1 4.1

4.0 3.8

3.6 3.5

3.3 3.3

4.0 5.4

4.4 4.3

5.3 4.0

3.2 3.0

3.0 3.1

3.2 3.3

3.3 3.4

3.4 3.5

3.5 3.7

3.8 4.0

4.0 4.1

4.2 4.3

4.3 4.3

4.2 4.3

4.3 4.3

4.3 4.2

4.1 3.9

3.8 3.7

3.7 3.7

3.7 3.9

3.9 3.8

3.7 3.5

3.3 3.2

3.3 4.3

7.6 6.3

4.2 5.4

3.8 3.0

2.8 2.7

2.8 2.9

2.9 3.0

3.0 3.0

3.2 3.3

3.4 3.5

3.6 3.6

3.7 3.8

3.9 3.9

3.9 4.0

3.9 3.9

3.8 3.7

3.5 3.4

3.4 3.4

3.4 3.5

3.5 3.5

3.4 3.4

3.2 3.1

2.9 3.0

3.9 6.0

4.9 5.7

7.7 4.1

2.8 2.5

2.4 2.5

2.5 2.5

2.6 2.6

2.7 2.8

2.9 3.0

3.1 3.1

3.1 3.2

3.2 3.3

3.4 3.5

3.5 3.5

3.4 3.3

3.1 3.1

3.0 3.0

3.0 3.1

3.2 3.2

3.1 3.1

3.0 2.8

2.7 2.6

2.8 3.5

4.6 3.7

4.1 5.5

3.6 2.6

2.3 2.2

2.2 2.2

2.2 2.3

2.3 2.4

2.5 2.6

2.7 2.8

2.7 2.7

2.8 2.8

2.9 3.0

3.1 3.2

3.1 3.1

3.0 3.0

2.8 2.7

2.7 2.6

2.6 2.7

2.8 2.8

2.7 2.6

2.5 2.4

2.4 2.6

3.6 6.5

5.3 3.2

4.3 3.2

2.5 2.2

2.1 2.1

2.1 2.0

2.0 2.0

2.1 2.2

2.3 2.4

2.5 2.4

2.5 2.5

2.6 2.7

2.8 2.8

2.7 2.7

2.6 2.5

2.3 2.3

2.3 2.4

2.5 2.5

2.4 2.2

2.1 2.1

2.3 3.3

6.2 5.0

4.9 6.6

3.6 2.4

2.1 2.0

2.0 1.9

1.8 1.8

1.9 2.0

2.1 2.2

2.3 2.3

2.2 2.2

2.2 2.3

2.3 2.4

2.4 2.4

2.4 2.3

2.2 2.1

2.0 2.0

2.1 2.3

2.3 2.4

2.3 2.2

2.1 1.9

1.9 2.0

2.7 3.9

3.0 4.5

6.1 3.4

2.2 1.9

1.9 1.9

1.8 1.7

1.7 1.6

1.6 1.7

1.8 1.9

2.0 2.1

2.2 2.1

2.0 2.0

1.9 2.0

2.0 2.1

2.1 2.1

2.0 2.0

1.9 1.8

1.8 1.7

1.8 1.9

2.0 2.1

2.2 2.2

2.0 1.9

1.7 1.6

1.8 2.7

5.0 4.0

3.0 3.9

2.8 2.0

1.7 1.7

1.7 1.6

1.6 1.5

1.5 1.4

1.5 1.6

1.7 1.8

1.9 2.0

1.9 1.8

1.7 1.7

1.8 1.8

1.7 1.7

1.6 1.6

1.7 1.8

1.9 2.0

2.0 1.8

1.7 1.5

1.4 1.7

2.8 6.3

5.1 4.1

5.4 2.9

1.8 1.5

1.4 1.4

1.5 1.5

1.4 1.3

1.3 1.3

1.4 1.5

1.6 1.7

1.7 1.7

1.6 1.5

1.4 1.4

1.4 1.5

1.5 1.5

1.4 1.4

1.4 1.5

1.6 1.7

1.7 1.8

1.7 1.5

1.3 1.2

1.4 2.3

4.0 3.1

4.2 6.1

2.8 1.6

1.2 1.2

1.3 1.4

1.4 1.3

1.2 1.2

1.1 1.2

1.3 1.4

1.5 1.6

1.6 1.5

1.4 1.2

1.2 1.2

1.3 1.3

1.4 1.5

1.5 1.4

1.3 1.3

1.3 1.4

1.5 1.6

1.6 1.6

1.4 1.2

1.1 1.3

2.3 4.1

3.3 1.9

2.7 1.8

1.2 1.0

1.0 1.0

1.2 1.3

1.3 1.1

1.0 1.0

1.0 1.1

1.1 1.2

1.4 1.5

1.4 1.2

1.0 1.0

1.0 1.2

1.4 1.4

1.2 1.1

1.0 1.1

1.1 1.2

1.2 1.4

1.4 1.3

1.0 0.9

1.2 2.4

5.9 4.8

0.2 8.4
SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9'
SA1 @ 9' SA1 @ 9' SA1 @ 9'
SA1 @ 12' 6"
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9' SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9' SA1 @ 9' SA1 @ 9'SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA2 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SA1 @ 9'
SB3 @ 20'
SB2 @ 20'
SA1 @ 9'
SB3 @ 20'
SB3 @ 20'
SB3 @ 20'
SB3 @ 20'
SB3 @ 20' SB3 @ 20'
SB3 @ 20'
SB3 @ 20' SB1 @ 20'
SB1 @ 20'
SB1 @ 20'
SB1 @ 20'
Plan View
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Site Lighting 2.8 fc 8.4 fc 0.2 fc 42.0:1 14.0:1 Property Line 0.0 fc 0.3 fc 0.0 fc N/A N/A Schedule
Symbol Label QTY Manufacturer Catalog Description Number Lamps Lamp
Output LLF
Input Power SA1
119 Lithonia Lighting ARC1 LED P1 30K ARC1 LED WITH P1 - PERFORMANCE PACKAGE, 3000K1 1376 1 10.8751 SA2 1 Lithonia Lighting ARC1 LED P2 30K ARC1 LED WITH P2 - PERFORMANCE PACKAGE, 3000K1 2035 1 16.7843 SB1 4 Lithonia Lighting DSX0 LED P1 30K 80CRI T4M HS D-Series Size 0 Area Luminaire P1 Performance Package 3000K CCT 80 CRI Type 4 Medium Houseside Shield
1 3644 1 33.21 SB2
1 Lithonia Lighting DSX0 LED P1 30K 80CRI T5MD-Series Size 0 Area Luminaire P1 Performance Package 3000K CCT 80 CRI Type 5 Medium
1 4358 1 33.21 SB3
25 Lithonia Lighting DSX0 LED P2 30K 80CRI T5MD-Series Size 0 Area Luminaire P2 Performance Package 3000K CCT 80 CRI Type 5 Medium
1 5621 1 45.14
JOB NUMBER:

CHECKED:

STATUS:

DRAWN:

CAD FILE:

0.2 0.2 0.2 0.1 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.0

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3

0.3 0.3

2.5 5.3

4.9 2.9

4.2 5.4

3.2 3.4

5.5 3.8

2.9 4.9

4.5 2.7

4.0 5.1

2.9 3.1

5.2 3.7

2.8 4.8

4.5 2.8

4.0 5.1

3.1 3.2

5.2 3.6

2.7 4.6

4.3 2.5

2.7 1.9

4.2 7.2

5.7 3.6

4.9 6.1

4.2 4.4

6.4 4.9

3.9 5.8

5.5 3.8

5.1 6.2

4.1 4.3

6.4 4.9

3.9 5.9

5.7 3.8

5.2 6.4

4.2 4.4

6.5 4.8

3.6 5.5

5.2 3.6

5.6 4.2

5.6 7.0

3.8 2.7

3.4 4.6

4.2 3.9

4.7 4.3

3.5 4.3

4.5 3.6

3.9 4.7

3.9 3.6

4.6 4.3

3.5 4.4

4.6 3.7

4.0 4.8

3.9 3.7

4.7 4.0

2.7 2.6

2.6 2.9

5.2 3.9

0.3 0.4

0.7 1.3

2.3 2.6

2.0 1.3

3.6 4.7

2.7 2.2

3.6 7.0

5.9 4.2

6.7 5.9

3.6 5.5

6.9 3.9

4.4 7.2

4.8 3.7

6.6 5.9

3.6 5.5

6.9 3.9

4.5 7.2

4.8 3.8

6.7 5.5

2.3 1.7

1.8 2.2

3.2 2.3

0.4 0.4

0.6 1.0

2.0 3.6

4.4 4.0

2.5 2.5

3.4 2.4

2.3 2.8

1.7 2.1

2.0 2.5

4.7 3.6

0.4 0.4

0.5 0.7

1.1 1.9

3.2 4.6

7.0 4.8

4.3 5.4

2.8 2.9

5.3 3.5

5.2 3.0

2.9 5.8

4.6 0.3

0.4 0.5

0.5 0.6

0.6 1.1

1.6 2.3

3.7 6.5

4.7 4.2

5.2 2.9

3.1 6.0

4.1 6.0

3.2 2.5

3.5 2.5

0.6 0.7

0.7 0.9

1.1 1.4

2.0 3.0

4.1 3.1

2.4 3.2

2.4 2.2

2.8 2.1

2.5 2.1

2.3 3.8

2.8 0.5

0.7 0.8

0.8 0.8

0.9 1.0

1.1 1.4

2.0 3.2

5.6 4.2

3.5 4.4

2.6 1.9

1.9 2.7

5.2 6.8

3.9 4.3

7.0 4.6

3.6 6.4

5.7 3.5

5.3 6.7

3.8 4.3

7.0 4.6

3.6 6.4

5.7 3.5

5.4 7.0

5.3 6.9

4.6 2.2

1.7 2.6

6.0 4.7

0.9 1.5

1.7 1.4

1.1 1.0

1.1 1.2

1.1 2.0

3.6 7.3

5.4 4.8

5.7 2.8

2.0 2.2

3.3 4.4

4.9 4.2

4.3 4.9

4.3 4.0

4.7 4.6

4.0 4.5

4.8 4.1

4.2 4.9

4.3 4.0

4.7 4.6

4.0 4.6

5.1 4.9

5.0 3.4

1.9 1.5

2.2 4.1

3.1 1.8

4.1 4.6

2.8 1.6

1.3 1.2

1.3 1.5

2.0 3.1

4.7 3.7

2.8 3.6

2.7 2.4

3.6 5.8

5.2 4.5

5.7 5.2

3.9 4.9

5.6 4.1

4.4 5.8

4.6 4.0

5.5 5.2

3.9 5.0

5.7 4.1

4.4 5.8

4.7 4.2

5.7 4.9

2.5 1.5

1.4 2.0

3.2 2.4

3.8 2.0

1.5 1.3

1.4 1.6

1.5 2.9

4.7 3.9

2.9 3.8

2.9 3.1

5.2 7.1

4.8 3.3

5.3 4.7

2.8 4.4

5.5 3.1

3.5 5.8

3.8 3.0

5.3 4.7

2.8 4.4

5.5 3.1

3.5 5.8

3.8 3.1

5.3 4.4

1.7 1.7

1.6 2.5

5.5 4.3

2.2 2.7

2.0 1.5

0.9 1.0

1.5 3.0

7.5 5.7

4.8 5.8

3.5 3.9

7.4 5.0

3.3 2.4

2.6 5.1

3.9 4.4

5.9 2.8

1.7 0.9

0.2 1.0

1.0 4.1

3.0 4.0

3.2 4.4

5.6 6.5

3.3 2.4

3.2 2.3

4.3 5.8

2.9 1.7

1.5 1.0

1.6 1.7

3.3 4.8

5.2 3.8

2.8 2.5

3.9 8.0

5.5 4.1

2.7 2.6

4.7 3.6

2.8 3.7

2.5 1.7

1.5 1.6

1.6 2.1

2.8 5.2

6.9 4.0

2.2 2.0

2.8 4.5

4.0 4.0

4.6 2.6

3.1 5.0

3.3 2.6

4.6 4.1

2.5 3.8

4.8 2.7

3.1 5.0

3.3 2.6

4.6 4.1

2.5 3.9

5.0 3.9

5.0 3.4

2.4 1.9

2.6 5.8

4.5 3.9

5.2 2.8

1.8 1.5

1.6 1.7

1.9 2.4

3.1 3.4

2.8 1.9

1.7 1.8

2.2 2.9

4.9 5.6

3.4 3.9

6.0 4.2

3.4 5.6

5.1 3.3

4.8 5.8

3.6 3.9

6.0 4.2

3.4 5.6

5.1 3.3

4.8 6.1

5.0 6.0

4.2 2.0

1.5 2.1

3.4 2.5

4.9 6.6

3.1 1.8

1.6 1.8

2.0 2.2

2.4 2.5

2.5 2.3

2.2 2.0

1.9 2.0

2.3 2.7

2.9 2.5

2.5 2.9

2.6 2.4

2.8 2.8

2.4 2.6

2.8 2.5

2.5 2.9

2.6 2.4

2.8 2.8

2.4 2.7

3.0 2.8

2.6 2.1

1.5 1.4

2.1 3.8

2.8 3.0

4.0 2.6

1.8 1.9

2.7 3.4

3.4 3.6

3.6 3.0

3.2 3.4

2.9 2.7

3.2 2.9

2.6 3.0

3.0 2.5

2.8 3.1

2.6 2.6

3.1 2.8

2.5 2.9

2.9 2.5

2.8 3.1

2.6 2.6

3.1 2.8

2.5 2.9

2.8 2.0

1.6 1.6

1.6 2.6

6.0 4.7

3.2 4.3

2.6 1.8

2.2 4.6

7.1 5.6

6.6 6.6

4.0 5.1

7.0 4.4

4.2 6.7

5.1 3.4

5.6 5.9

3.4 4.5

6.4 3.9

3.7 6.3

4.8 3.3

5.4 5.8

3.3 4.4

6.4 3.9

3.7 6.3

4.8 3.2

5.4 5.5

2.4 2.5

3.4 2.4

2.5 4.2

3.1 4.9

6.6 3.0

1.9 2.0

3.5 5.1

4.0 4.8

4.8 3.0

3.7 5.1

3.1 3.1

4.8 3.6

2.4 3.9

4.0 2.2

3.0 4.3

2.6 2.4

4.2 3.2

2.1 3.7

3.9 2.2

3.0 4.3

2.6 2.4

4.3 3.2

2.1 3.6

3.7 1.5

1.4 6.6

3.3 2.5

3.4 2.4

3.5 4.7

2.7 2.0

2.3 1.4

4.3 2.7

2.8 5.6

4.3 2.7

3.6 2.6

2.6 4.9

3.6 1.7

1.8 2.5

5.1 3.9

4.4 5.9

3.0 2.7

5.3 4.2

1.5 1.7

2.2 3.2

2.3 4.0

5.5 2.7

1.9 2.4

1.7 3.5

2.5 2.6

4.8 3.6

2.5 3.3

2.1 1.3

1.0 0.7

6.7 3.4

3.0 5.8

4.6 3.5

4.8 2.4

1.4 1.8

4.6 7.2

5.2 6.5

6.5 3.8

5.1 7.2

4.4 4.1

7.1 5.4

3.7 6.2

6.5 3.8

5.0 7.2

4.4 4.1

7.1 5.4

3.7 6.1

6.5 3.8

5.0 7.2

4.4 4.2

7.1 5.4

3.6 6.0

6.3 2.9

3.3 4.6

2.9 2.5

3.5 2.5

4.3 6.2

2.6 1.4

1.6 2.9

4.3 4.5

4.5 4.4

4.0 4.2

4.5 4.1

4.1 4.4

4.2 4.0

4.3 4.4

4.0 4.2

4.5 4.1

4.1 4.4

4.2 4.0

4.3 4.3

4.0 4.2

4.4 4.1

4.1 4.4

4.2 3.9

4.1 3.9

3.3 3.2

2.9 2.4

2.5 3.7

2.7 2.5

3.5 2.1

1.2 1.2

2.1 4.4

6.4 4.5

4.3 6.3

5.2 4.0

5.7 5.9

3.9 4.9

6.4 4.5

4.3 6.2

5.1 3.9

5.7 5.9

4.0 4.9

6.4 4.4

4.2 6.2

5.1 3.9

5.7 5.9

4.0 4.9

6.3 4.2

3.4 5.4

6.3 4.7

2.9 3.0

6.0 4.7

2.7 3.8

2.2 1.3

1.1 1.5

3.2 5.0

3.1 2.9

5.0 3.8

2.6 4.4

4.6 2.7

3.6 5.2

3.1 2.9

5.0 3.8

2.6 4.4

4.6 2.7

3.6 5.1

3.1 2.9

5.0 3.8

2.6 4.3

4.6 2.7

3.5 5.1

2.9 2.3

4.2 6.1

7.5 3.6

2.8 4.5

3.3 4.5

6.2 2.7

1.6 1.7

1.2 5.0

2.9 2.4

3.3 2.4

3.1 4.3

2.5 2.3

4.2 3.2

1.9 1.9

2.6 5.4

4.2 2.3

3.3 2.3

2.5 5.5

4.4 1.4

1.7 2.5

5.3 4.1

4.1 5.7

2.7 1.9

2.8 2.0

2.9 2.3

2.3 3.3

2.3 3.8

5.2 2.4

1.3 1.1

0.8 6.4

3.3 2.8

4.6 3.4

2.3 3.1

2.0 1.3

1.7 4.3

6.8 4.8

6.2 6.3

3.6 4.8

6.9 4.2

3.9 6.8

5.1 3.5

5.9 6.2

3.6 4.7

6.9 4.1

3.9 6.8

5.1 3.5

5.9 6.2

3.6 4.7

6.9 4.1

3.9 6.7

5.1 3.4

5.8 6.0

2.7 3.6

5.1 3.1

3.0 6.0

4.7 3.4

4.7 2.3

1.3 1.6

3.2 4.7

4.6 4.8

4.8 4.0

4.3 4.8

4.2 4.1

4.8 4.4

4.0 4.6

4.7 4.0

4.3 4.8

4.1 4.1

4.8 4.4

3.9 4.6

4.7 4.0

4.3 4.8

4.1 4.1

4.8 4.4

3.9 4.4

4.2 3.1

3.0 3.0

2.4 2.5

3.8 2.7

4.3 6.0

2.5 1.3

1.2 2.2

4.2 5.8

4.4 4.2

5.7 4.9

4.0 5.3

5.4 4.0

4.7 5.8

4.3 4.2

5.7 4.9

3.9 5.2

5.4 4.0

4.7 5.8

4.3 4.2

5.7 4.9

3.9 5.2

5.4 4.0

4.6 5.7

4.0 3.4

4.8 5.6

4.2 2.7

2.6 3.8

2.8 2.5

3.5 2.1

1.2 1.1

1.6 3.5

5.6 3.4

3.2 5.6

4.2 2.9

4.9 5.1

2.9 3.9

5.8 3.5

3.3 5.6

4.3 2.9

4.9 5.2

3.0 4.0

5.8 3.5

3.3 5.6

4.3 2.9

4.9 5.2

3.0 4.0

5.7 3.3

2.6 4.8

6.8 7.1

3.6 3.1

6.0 4.7

2.7 3.8

2.2 1.5

1.4 1.0

5.6 3.1

2.7 4.5

3.3 4.5

6.3 2.8

2.2 3.6

2.7 2.2

2.0 2.3

3.3 2.4

3.1 4.4

2.6 2.6

5.7 4.6

1.3 1.7

2.5 5.4

4.2 2.3

3.3 2.3

2.0 3.3

2.4 2.5

2.2 2.6

5.3 4.1

4.0 5.7

2.6 1.4

1.3 0.9

6.0 3.2

2.5 3.3

2.4 3.7

5.3 2.5

1.4 1.7

4.0 6.3

4.5 5.7

5.8 3.3

4.4 6.4

3.8 3.6

6.2 4.7

3.2 5.4

5.7 3.3

4.4 6.4

3.8 3.6

6.2 4.7

3.2 5.4

5.7 3.3

4.4 6.4

3.8 3.6

6.2 4.7

3.2 5.3

5.5 2.5

3.5 5.7

3.2 2.8

4.7 3.5

2.3 3.1

2.0 1.3

1.7 3.5

5.2 4.8

5.2 5.2

4.0 4.5

5.3 4.3

4.2 5.3

4.7 4.0

5.0 5.1

4.0 4.5

5.3 4.3

4.2 5.3

4.7 4.0

5.0 5.1

4.0 4.5

5.3 4.3

4.2 5.3

4.6 3.9

4.8 4.7

3.1 3.0

3.1 2.5

2.9 6.0

4.7 3.4

4.7 2.3

1.3 1.3

2.3 4.1

5.4 4.4

4.2 5.2

4.7 4.0

4.9 5.0

4.0 4.5

5.4 4.3

4.2 5.2

4.7 4.0

4.9 5.1

4.0 4.5

5.3 4.3

4.2 5.2

4.7 4.0

4.9 5.1

4.0 4.5

5.2 4.0

3.5 4.4

4.9 3.8

2.6 2.5

3.7 2.7

4.4 6.0

2.5 1.3

1.1 1.7

4.0 6.3

3.8 3.6

6.3 4.8

3.3 5.5

5.7 3.3

4.5 6.5

3.9 3.6

6.3 4.8

3.3 5.4

5.8 3.3

4.4 6.4

3.9 3.6

6.3 4.8

3.3 5.4

5.8 3.3

4.4 6.4

3.6 2.8

5.3 7.0

6.7 3.4

2.7 3.8

2.7 2.5

3.5 2.1

1.4 1.3

0.9 6.1

3.2 2.9

6.0 4.7

2.7 3.8

2.3 2.0

3.2 2.3

2.7 2.2

2.5 4.4

3.3 4.5

6.3 2.9

2.6 5.7

4.6 1.3

1.6 2.2

3.3 2.3

3.1 4.3

2.5 2.2

3.8 2.8

2.1 2.0

2.6 5.4

4.2 2.3

3.2 2.1

1.5 1.5

1.0 5.4

3.1 2.8

5.4 4.1

4.1 5.6

2.5 1.4

1.7 3.8

5.8 4.1

5.2 5.2

3.0 4.0

5.8 3.4

3.2 5.6

4.3 2.8

4.9 5.2

2.9 3.9

5.8 3.4

3.2 5.6

4.3 2.9

4.9 5.2

3.0 4.0

5.8 3.5

3.3 5.7

4.2 2.8

4.8 5.0

2.3 3.9

6.2 3.3

2.6 3.4

2.4 3.8

5.3 2.4

1.4 1.8

3.9 5.8

5.0 5.6

5.5 4.0

4.7 5.9

4.4 4.2

5.8 4.9

3.9 5.3

5.5 4.0

4.7 5.9

4.4 4.2

5.8 4.9

3.9 5.3

5.5 4.0

4.7 5.8

4.3 4.2

5.8 4.9

3.9 5.2

5.1 3.0

3.0 3.3

2.6 2.7

4.7 3.5

2.3 3.1

2.0 1.3

1.4 2.4

4.0 4.9

4.2 4.1

4.7 4.4

4.0 4.5

4.6 3.9

4.3 4.8

4.1 4.1

4.7 4.4

4.0 4.5

4.6 4.0

4.3 4.7

4.1 4.0

4.7 4.3

3.9 4.5

4.6 4.0

4.3 4.7

3.9 3.4

4.0 4.3

3.4 2.6

2.9 6.0

4.7 3.4

4.7 2.4

1.3 1.2

1.9 4.3

6.9 4.1

3.9 6.8

5.1 3.5

5.9 6.2

3.5 4.7

7.0 4.2

3.9 6.8

5.1 3.4

5.9 6.2

3.5 4.7

6.9 4.1

3.9 6.8

5.1 3.4

5.9 6.2

3.5 4.7

6.8 3.9

3.0 5.7

7.4 6.2

3.3 2.6

3.7 2.7

4.4 6.1

2.7 1.5

1.3 1.0

6.5 3.3

2.6 3.8

2.7 2.6

3.7 2.4

2.1 2.9

2.1 3.2

2.4 2.8

6.0 4.7

2.9 4.1

2.7 2.8

5.7 4.7

1.4 1.7

2.4 4.4

3.3 4.5

6.6 3.1

2.6 4.6

3.6 1.8

1.9 2.3

3.3 2.4

3.3 4.7

2.7 1.9

2.1 1.6

4.7 2.9

2.8 5.5

4.2 2.5

3.6 2.4

1.7 2.0

3.7 5.3

3.9 4.8

4.8 2.8

3.6 5.1

3.1 2.9

4.9 3.8

2.6 4.3

4.5 2.6

3.5 5.0

3.1 2.9

4.9 3.8

2.6 4.3

4.5 2.6

3.5 5.0

3.1 2.9

4.9 3.8

2.6 4.2

4.4 2.0

3.2 6.5

3.4 2.9

5.4 4.2

4.3 5.9

2.8 1.8

2.1 4.4

6.2 4.8

5.7 5.6

3.4 4.4

6.0 3.8

3.6 5.8

4.6 3.2

5.1 5.3

3.3 4.3

5.9 3.8

3.6 5.8

4.6 3.2

5.1 5.4

3.3 4.3

5.9 3.8

3.6 5.8

4.6 3.2

5.1 5.1

2.5 2.4

3.2 2.4

2.4 3.4

2.5 3.9

5.4 2.7

1.7 1.7

2.3 2.7

2.6 2.7

2.6 2.2

2.3 2.6

2.2 2.1

2.5 2.2

1.9 2.3

2.3 2.0

2.2 2.5

2.2 2.1

2.5 2.3

2.0 2.3

2.3 2.0

2.1 2.4

2.1 2.1

2.5 2.3

2.0 2.3

2.2 1.5

1.3 1.5

1.7 2.5

4.7 3.6

1.9 2.5

1.9 1.4

1.4 1.4

1.5 1.5

1.5 1.6

1.6 1.5

1.5 1.4

1.3 1.2

1.2 1.2

1.2 1.3

1.4 1.5

1.5 1.5

1.5 1.4

1.3 1.2

1.2 1.2

1.3 1.4

1.4 1.5

1.5 1.4

1.4 1.3

1.1 1.0

1.1 1.5

2.8 6.2

4.9 1.4

1.6 1.5

1.3 1.3

1.2 1.1

1.1 1.2

1.3 1.5

1.6 1.5

1.5 1.5

1.3 1.1

1.0 0.9

0.9 1.0

1.2 1.4

1.5 1.5

1.5 1.4

1.3 1.1

1.0 0.9

1.0 1.1

1.3 1.4

1.5 1.5

1.5 1.4

1.2 1.1

1.0 1.2

1.7 2.7

4.3 3.2

1.3 1.4

1.4 1.3

1.3 1.2

1.1 1.1

1.2 1.5

1.8 1.9

1.8 1.8

1.8 1.6

1.2 1.0

0.9 0.9

1.0 1.3

1.7 1.8

1.8 1.5

1.2 1.0

0.9 1.0

1.2 1.5

1.8 1.8

1.7 1.8

1.7 1.4

1.2 1.3

1.5 2.1

3.2 4.9

3.6 1.3

1.4 1.4

1.3 1.3

1.2 1.1

1.1 1.3

1.7 2.1

2.2 2.0

2.0 2.1

1.9 1.4

1.0 0.9

0.9 1.1

1.5 2.0

2.1 1.9

2.0 2.1

1.8 1.4

1.1 1.0

1.1 1.4

1.8 2.1

2.0 1.9

2.1 2.0

1.7 1.4

1.5 2.0

2.8 4.3

7.4 5.7

1.1 1.3

1.3 1.3

1.3 1.2

1.1 1.2

1.4 1.7

2.1 2.2

2.0 2.1

2.2 1.9

1.4 1.1

0.9 0.9

1.2 1.6

2.0 2.1

2.0 2.0

2.1 1.9

1.4 1.1

1.0 1.1

1.4 1.8

2.1 2.0

2.0 2.1

2.1 1.7

1.5 1.7

2.3 3.2

4.2 5.6

4.0 1.0

0.6 0.3

0.9 1.1

1.2 1.3

1.3 1.2

1.2 1.2

1.3 1.6

1.9 2.0

1.9 1.9

1.9 1.7

1.3 1.1

0.9 1.0

1.1 1.4

1.8 1.9

1.9 1.7

1.3 1.1

1.0 1.1

1.3 1.6

1.9 1.9

1.8 1.9

1.8 1.6

1.5 1.7

2.3 2.9

3.3 3.3

2.3 1.0

0.6 0.3

0.8 1.1

1.2 1.2

1.3 1.2

1.2 1.2

1.3 1.5

1.6 1.7

1.7 1.6

1.6 1.4

1.2 1.1

1.0 1.0

1.1 1.3

1.5 1.6

1.6 1.6

1.6 1.4

1.2 1.1

1.0 1.0

1.2 1.4

1.6 1.6

1.5 1.4

1.4 1.7

2.3 2.9

3.1 2.7

1.9 1.0

0.6 0.4

0.9 1.1

1.2 1.3

1.3 1.3

1.4 1.5

1.6 1.6

1.6 1.5

1.4 1.3

1.2 1.2

1.2 1.3

1.3 1.4

1.5 1.5

1.5 1.4

1.3 1.1

1.1 1.1

1.2 1.4

1.5 1.5

1.5 1.4

1.3 1.2

1.3 1.6

2.3 3.0

3.2 2.7

1.8 1.1

0.6 0.4

0.9 1.1

1.2 1.3

1.4 1.4

1.4 1.5

1.7 1.8

1.9 1.8

1.8 1.6

1.5 1.5

1.5 1.6

1.6 1.6

1.5 1.5

1.4 1.5

1.6 1.7

1.7 1.7

1.6 1.4

1.3 1.3

1.5 1.7

1.7 1.7

1.7 1.5

1.3 1.2

1.2 1.5

2.0 2.6

2.8 2.3

1.6 1.0

0.6 0.4

1.0 1.2

1.3 1.4

1.5 1.5

1.6 1.8

2.2 2.5

2.5 2.5

2.3 2.0

1.8 1.8

2.1 2.3

2.2 2.3

2.2 1.9

1.7 1.8

2.1 2.3

2.3 2.3

2.2 1.9

1.7 1.7

2.0 2.3

2.3 2.3

2.2 1.9

1.5 1.2

1.2 1.5

1.9 2.4

2.5 2.1

1.5 1.0

0.6 0.4

1.2 1.5

1.5 1.5

1.6 1.6

1.8 2.2

2.8 3.2

3.0 3.0

3.1 2.5

2.1 2.2

2.7 3.0

2.8 2.9

2.9 2.4

2.0 2.2

2.7 3.0

2.8 2.9

3.0 2.4

2.0 2.1

2.6 3.0

2.8 2.9

3.0 2.4

1.7 1.3

1.3 1.6

2.1 2.6

2.8 2.3

1.6 1.0

0.6 0.4

1.4 1.6

1.6 1.6

1.6 1.7

1.8 2.3

3.1 3.4

3.1 3.2

3.3 2.7

2.2 2.4

3.0 3.2

2.9 3.1

3.2 2.6

2.1 2.3

2.9 3.2

2.9 3.1

3.2 2.6

2.1 2.2

2.8 3.2

3.0 3.1

3.2 2.6

1.8 1.4

1.4 1.7

2.3 3.0

3.2 2.6

1.8 1.1

0.6 0.4

1.4 1.6

1.6 1.7

1.7 1.7

1.9 2.2

2.7 3.1

2.9 2.9

2.9 2.4

2.1 2.2

2.6 2.9

2.7 2.8

2.7 2.3

2.0 2.1

2.5 2.8

2.7 2.8

2.8 2.3

2.0 2.1

2.5 2.9

2.8 2.9

2.9 2.4

1.8 1.5

1.4 1.7

2.3 2.8

2.9 2.5

1.8 1.1

0.7 0.4

1.2 1.5

1.6 1.7

1.8 1.9

1.9 2.1

2.3 2.5

2.4 2.4

2.3 2.0

1.9 1.9

2.1 2.3

2.2 2.2

2.2 2.0

1.8 1.9

2.1 2.2

2.2 2.2

2.2 2.0

1.8 1.9

2.1 2.3

2.4 2.5

2.5 2.3

1.9 1.6

1.5 1.8

2.3 2.8

2.9 2.5

1.8 1.1

0.6 0.4

1.0 1.4

1.6 1.8

2.0 2.1

2.2 2.2

2.1 2.0

2.0 2.0

1.9 2.0

2.0 2.0

1.9 1.9

2.0 2.0

1.9 1.9

2.0 2.1

2.2 2.4

2.6 2.6

2.2 1.8

1.6 1.8

2.3 3.0

3.1 2.6

1.8 1.1

0.6 0.4

1.0 1.4

1.6 2.0

2.3 2.6

2.7 2.7

2.6 2.4

2.1 2.0

2.1 2.3

2.4 2.3

2.3 2.2

1.9 1.9

2.0 2.2

2.3 2.3

2.3 2.2

2.0 1.9

2.0 2.2

2.3 2.4

2.4 2.4

2.4 2.6

3.1 3.2

2.7 2.1

1.7 1.7

2.2 2.7

2.8 2.3

1.6 1.0

0.6 0.4

1.1 1.4

1.7 2.2

2.8 3.4

3.3 3.2

3.3 2.9

2.4 2.2

2.5 3.0

2.9 2.8

3.0 2.7

2.2 2.1

2.4 2.9

2.9 2.8

3.0 2.7

2.3 2.1

2.4 2.9

2.9 2.8

3.1 2.9

2.7 2.9

3.3 3.3

2.9 2.2

1.8 1.7

2.0 2.4

2.4 2.1

1.5 1.0

0.6 0.4

1.1 1.5

1.8 2.4

3.2 3.8

3.6 3.4

3.6 3.2

2.5 2.4

2.8 3.4

3.2 3.1

3.3 3.0

2.4 2.2

2.7 3.3

3.3 3.1

2.5 2.3

2.7 3.3

3.2 3.1

3.4 3.3

2.9 2.9

3.1 3.1

2.8 2.2

1.8 1.8

2.1 2.5

2.6 2.2

1.6 1.0

0.6 0.4

1.2 1.6

1.9 2.3

3.0 3.5

3.4 3.3

3.4 2.9

2.4 2.3

2.7 3.2

3.1 3.0

3.2 2.8

2.3 2.1

2.5 3.1

3.1 3.0

3.2 2.9

2.4 2.2

2.5 3.0

3.1 3.0

3.3 3.1

2.8 3.0

3.3 3.3

2.9 2.2

1.8 1.8

2.3 3.0

3.1 2.6

1.7 1.1

0.6 0.4

1.4 1.7

1.9 2.2

2.5 2.8

2.8 2.7

2.7 2.4

2.2 2.1

2.4 2.6

2.7 2.6

2.6 2.3

2.0 1.9

2.1 2.5

2.7 2.6

2.7 2.4

2.1 2.0

2.1 2.4

2.5 2.6

2.7 2.7

2.6 2.8

3.2 3.3

2.8 2.1

1.7 1.9

2.4 2.9

3.0 2.6

1.8 1.1

0.6 0.4

1.5 1.7

1.8 1.9

2.1 2.1

2.1 2.0

2.0 2.0

2.0 2.1

2.2 2.3

2.4 2.3

2.2 1.9

1.7 1.7

1.9 2.2

2.3 2.4

2.3 2.2

1.9 1.8

1.8 1.9

2.1 2.2

2.4 2.4

2.4 2.6

2.7 2.7

2.2 1.8

1.6 1.8

2.3 2.8

2.8 2.5

1.8 1.1

0.6 0.4

1.4 1.6

1.7 1.7

1.8 1.7

1.7 1.6

1.7 1.8

2.0 2.2

2.4 2.4

2.1 1.8

1.6 1.7

1.9 2.2

2.4 2.4

2.4 2.3

2.0 1.8

1.6 1.7

1.9 2.2

2.4 2.4

2.5 2.6

2.5 2.2

1.8 1.5

1.5 1.7

2.3 3.0

3.1 2.6

1.8 1.1

0.6 0.4

1.1 1.4

1.5 1.5

1.6 1.5

1.5 1.4

1.5 1.7

2.1 2.5

2.6 2.5

2.5 2.6

2.3 1.9

1.6 1.7

2.0 2.5

2.6 2.5

2.5 2.6

2.3 1.8

1.6 1.7

2.0 2.4

2.6 2.5

2.6 2.7

2.5 2.0

1.6 1.3

1.3 1.6

2.1 2.7

2.9 2.4

1.6 1.0

0.6 0.4

1.0 1.2

1.3 1.4

1.4 1.4

1.5 1.7

2.1 2.6

2.7 2.5

2.6 2.7

2.3 1.9

1.7 1.7

2.1 2.6

2.7 2.5

2.6 2.7

2.3 1.9

1.6 1.6

2.0 2.5

2.7 2.5

2.5 2.7

2.5 1.9

1.5 1.2

1.2 1.5

1.9 2.3

2.4 2.0

1.5 1.0

0.6 0.4

0.9 1.1

1.2 1.3

1.4 1.3

1.3 1.4

1.5 1.7

2.0 2.4

2.5 2.4

2.4 2.5

2.2 1.8

1.7 1.7

2.0 2.3

2.5 2.4

2.4 2.5

2.2 1.8

1.6 1.6

1.9 2.2

2.5 2.4

2.4 2.5

2.2 1.7

1.4 1.2

1.2 1.4

1.9 2.3

2.4 2.0

1.5 1.0

0.6 0.4

0.9 1.1

1.2 1.3

1.3 1.4

1.4 1.4

1.6 1.7

2.0 2.2

2.3 2.2

2.2 2.1

2.0 1.9

1.8 1.8

1.9 2.1

2.2 2.2

2.1 1.9

1.7 1.6

1.8 2.0

2.2 2.3

2.3 2.2

2.0 1.6

1.3 1.1

1.2 1.5

2.1 2.7

2.9 2.4

1.6 1.0

0.6 0.4

0.9 1.2

1.2 1.3

1.4 1.4

1.5 1.6

1.9 2.1

2.2 2.3

2.3 2.2

2.0 2.0

2.1 2.1

2.0 2.1

2.2 2.3

2.3 2.1

2.0 1.8

1.8 1.9

2.1 2.3

2.3 2.3

2.1 1.7

1.4 1.2

1.2 1.6

2.2 2.9

3.0 2.6

1.7 1.1

0.6 0.4

1.0 1.3

1.3 1.4

1.4 1.5

1.6 1.9

2.4 2.7

2.7 2.8

2.8 2.4

2.2 2.2

2.5 2.7

2.6 2.7

2.7 2.3

2.1 2.2

2.6 2.8

2.7 2.7

2.6 2.2

2.0 2.1

2.4 2.8

2.7 2.7

2.5 2.0

1.5 1.2

1.2 1.6

2.2 2.7

2.7 2.4

1.7 1.1

0.6 0.4

1.3 1.4

1.4 1.4

1.5 1.5

1.7 2.1

2.9 3.3

3.1 3.2

3.3 2.7

2.3 2.4

3.0 3.2

3.0 3.1

3.2 2.6

2.3 2.4

3.0 3.3

3.0 3.1

3.2 2.6

2.2 2.2

2.8 3.2

3.0 2.9

3.0 2.4

1.6 1.3

1.2 1.6

2.2 2.8

2.9 2.5

1.7 1.1

0.6 0.4

1.3 1.4

1.4 1.4

1.4 1.5

1.7 2.1

2.9 3.3

3.0 3.2

3.3 2.7

2.3 2.4

3.0 3.2

3.0 3.1

3.2 2.6

2.2 2.4

2.9 3.2

3.0 3.1

3.2 2.6

2.2 2.2

2.7 3.1

2.9 2.9

2.9 2.3

1.6 1.2

1.2 1.5

2.1 2.8

3.0 2.5

1.6 1.0

0.6 0.4

1.1 1.3

1.3 1.4

1.4 1.5

1.6 2.0

2.4 2.8

2.7 2.7

2.7 2.3

2.0 2.1

2.5 2.7

2.6 2.7

2.6 2.2

2.0 2.1

2.4 2.7

2.6 2.7

2.6 2.2

1.9 2.0

2.3 2.5

2.4 2.4

2.3 1.8

1.3 1.1

1.1 1.3

1.8 2.3

2.4 2.0

1.4 0.9

0.6 0.4

0.9 1.1

1.2 1.3

1.5 1.6

1.7 1.8

2.0 2.2

2.2 2.1

2.1 1.9

1.8 1.9

2.0 2.1

2.1 2.1

2.0 1.9

1.8 1.8

2.0 2.1

2.1 2.1

2.0 1.9

1.7 1.7

1.8 1.9

1.8 1.7

1.6 1.3

1.0 0.9

1.0 1.2

1.7 2.1

2.2 1.9

1.3 0.9

0.6 0.4

0.7 0.9

1.1 1.4

1.6 1.8

1.9 2.0

2.0 2.0

1.9 1.8

1.9 1.9

2.0 1.9

1.8 1.8

1.8 1.9

1.9 1.9

2.0 1.9

1.8 1.8

1.8 1.7

1.5 1.3

1.1 0.9

0.8 0.8

0.9 1.3

1.8 2.3

2.5 2.1

1.5 0.9

0.6 0.3

0.6 0.9

1.1 1.5

1.9 2.3

2.4 2.5

2.5 2.2

1.9 1.9

2.1 2.3

2.4 2.4

2.4 2.2

1.9 1.8

2.0 2.3

2.4 2.3

2.4 2.2

1.9 1.8

2.0 2.2

2.3 2.2

2.2 1.9

1.5 1.1

0.9 0.7

0.7 0.7

0.9 1.3

2.0 2.7

2.9 2.4

1.6 1.0

0.6 0.3

0.6 0.8

1.1 1.6

2.3 2.9

2.9 2.9

3.1 2.7

2.1 2.0

2.4 2.9

2.8 2.8

3.0 2.6

2.1 2.0

2.3 2.8

2.9 2.7

2.2 2.0

2.3 2.8

2.8 2.6

2.8 2.4

1.7 1.1

0.8 0.6

0.6 0.6

0.8 1.3

2.0 2.6

2.7 2.3

1.6 1.0

0.6 0.3

0.5 0.7

1.0 1.6

2.4 3.1

3.0 2.9

3.2 2.8

2.2 2.1

2.5 3.1

2.9 2.8

3.1 2.8

2.1 2.0

2.4 3.0

3.0 2.8

2.2 2.0

2.4 3.0

2.9 2.7

2.9 2.5

1.7 1.0

0.7 0.5

0.5 0.6

0.8 1.2

1.9 2.4

2.6 2.2

1.6 0.9

0.5 0.3

0.4 0.6

0.9 1.3

2.0 2.6

2.6 2.5

2.7 2.3

1.9 1.8

2.1 2.5

2.5 2.4

2.6 2.3

1.8 1.7

2.0 2.5

2.5 2.4

2.6 2.3

1.9 1.7

2.0 2.4

2.5 2.3

2.4 2.0

1.4 0.9

0.6 0.5

0.4 0.5

0.7 1.1

1.8 2.5

2.7 2.3

1.5 0.9

0.5 0.3

0.3 0.5

0.7 1.0

1.4 1.7

1.8 1.8

1.8 1.6

1.4 1.3

1.5 1.7

1.8 1.8

1.7 1.5

1.3 1.3

1.4 1.6

1.7 1.7

1.7 1.6

1.3 1.3

1.4 1.6

1.7 1.7

1.6 1.3

1.0 0.7

0.5 0.4

0.4 0.4

0.6 0.9

1.4 2.0

2.2 1.8

1.2 0.7

0.4 0.2

0.3 0.4

0.5 0.7

0.8 1.0

1.1 1.1

1.1 1.0

0.9 0.9

1.0 1.0

1.1 1.1

1.0 1.0

0.9 0.8

0.9 1.0

1.1 1.1

1.0 1.0

0.9 0.8

0.9 1.0

1.0 1.0

0.9 0.8

0.6 0.5

0.4 0.3

0.3 0.3

0.5 0.7

1.0 1.3

1.3 1.1

0.8 0.5

0.3 0.2

0.2 0.3

0.3 0.4

0.5 0.6

0.7 0.7

0.7 0.6

0.6 0.6

0.6 0.5

0.6 0.6

0.5 0.5

0.4 0.3

0.3 0.2

0.2 0.3

0.3 0.4

0.6 0.7

0.8 0.7

0.5 0.4

0.2 0.2

0.3 0.3

0.4 0.4

0.3 0.3

0.3 0.2

0.2 0.2

0.3 0.4

0.4 0.4

0.4 0.3

0.2 0.2

0.2 0.3

0.3 0.3

0.3 0.2

0.2 0.2

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

8.4 SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9'
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SA1 @ 9' SA1 @ 9' SA1 @ 9'
SA1 @ 12.5'
SA1 @ 9'
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SA1 @ 9' SA1 @ 9' SA1 @ 9'SA1 @ 9'
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SA2 @ 9'
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SB3 @ 20'
SB2 @ 20'
SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9'
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SA1 @ 9' SA1 @ 9' SA1 @ 9' SA1 @ 9'
SB1 @ 20' SB1 @ 20' SB1 @ 20' SB1 @ 20'
SC1 @ 14'
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SC1 @ 14' SC1 @ 14' SC1 @ 14' SC1 @ 14' SC1 @ 14'
SC1 @ 16'
SC1 @ 16'
SC1 @ 16'
SC1 @ 16.5'
SC1 @ 16.5'
SC1 @ 16.5'
SC1 @ 14'
Plan View
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Site Lighting 2.8 fc 8.4 fc 0.1 fc 84.0:1 28.0:1 Property Line 0.1 fc 0.3 fc 0.0 fc N/A N/A Schedule
Symbol Label QTY Manufacturer Catalog Description Number Lamps Lamp
Output LLF
Input Power SA1
218 Lithonia Lighting ARC1 LED P1 30K ARC1 LED WITH P1 - PERFORMANCE PACKAGE, 3000K1 1376 1 10.8751 SA2 1 Lithonia Lighting ARC1 LED P2 30K ARC1 LED WITH P2 - PERFORMANCE PACKAGE, 3000K1 2035 1 16.7843 SB1 4 Lithonia Lighting DSX0 LED P1 30K 80CRI T4M HS D-Series Size 0 Area Luminaire P1 Performance Package 3000K CCT 80 CRI Type 4 Medium Houseside Shield
1 3644 1 33.21 SB2
1 Lithonia Lighting DSX0 LED P1 30K 80CRI T5MD-Series Size 0 Area Luminaire P1 Performance Package 3000K CCT 80 CRI Type 5 Medium
1 4358 1 33.21 SB3
1 Lithonia Lighting DSX0 LED P2 30K 80CRI T5MD-Series Size 0 Area Luminaire P2 Performance Package 3000K CCT 80 CRI Type 5 Medium
1 5621 1 45.14 SC1
28 Lithonia Lighting VCPG LED P2 30K T5R MVOLT VCPG LED WITH P2 - PERFORMANCE PACKAGE, 3000K, T5R OPTIC TYPE1 4426 1 33.96 JOB NUMBER:

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PLOT DATE:
24"x36" SCALE:
10540 Talbert Avenue, Suite 175
Fountain Valley, California 92708
Tel (949) 515-9600
www.magellanarchitects.com age
M an ll A R C H I T E C T U R E SUNRIDGE SELF-STORAGE EXPANSION 53-301 HIGHWAY 111 COACHELLA, CA 92236-2714 -1
2 PH-4
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Item 2.

STAFF REPORT
10/15/2025
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT:

Resolution No. PC 2025-16: Request for conditional approval of AR25-08 Mariposa Pointe - CVHC for the architectural review of 24 homes at the southwest corner of Avenue 50 and Calhoun Street, located at Assessor’s Parcel Number (APN): 779-272-001 thru -016, and 779-301-001 thru –008, and certifying that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines. Applicant: Coachella Valley Housing Coalition – Pedro S.

G. Rodriguez.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission approve Resolution No. PC2025-16 approving Architectural Review No. 25-08 for 24 proposed homes at the southwest corner of Avenue 50 and Calhoun Street, located at Assessor’s Parcel Number (APN): 779-272-001 thru -016, and 779-301- 001 thru –008, and
BACKGROUND:

On April 28, 2021, the City Council approved the purchase and sale agreement for Tentative Tract Map (TTM) No. 32074 for the sale of this tract to D.R. Horton which included as a covenant that not less than 15% of the total number of residential units developed on the property shall be sold or rented at an affordable housing cost. 15% of the 155 units approved for TTM No. 32074 is approximately 24 units.

The parcels were sold to Coachella Valley Housing Coalition (CVHC) to construct affordable housing units at these properties.

DISCUSSION/ANALYSIS:

The surrounding land uses and zoning designations are as follows:

North: Bella Canto residential community (S-N, Suburban Neighborhood).

South: Residential Parcel (G-N General Neighborhood).
315
Item 3.

East: Vacant land and Pyramid Ranch residential community (G-N General Neighborhood)
West: Mariposa Pointe residential community (S-N, Suburban Neighborhood).

Site Plan
The exhibit below illustrates the proposed development of the remaining 24 lots at the Mariposa Pointe community as part of the CVHC project. The site plan includes 2 distinct floor plans that will include 3 distinct elevations for the proposed 24 one-story homes. A copy of the site plan is included below:

Architecture
The Mariposa Pointe – CVHC project includes three distinct elevations for the proposed development of 24 one-story homes. The architectural plans include a Spanish architectural style that is compatible with the existing homes at the community and include the following design options:

Plan 1 - One-Story (4-Bedroom, 2-Bath) residence with 1,844 sq. ft. of floor area Plan 2 - One-story (4-Bedroom, 2-Bath) residence with 1,882 sq. ft. of floor area Plan 2 Alt - One-story (4-Bedroom, 2-Bath) residence with 1,882 sq. ft. of floor area.

Plan 1 provides a hipped and gable roof at the front elevation, while Plan 2 and Plan 2 Alt provide a gable roof at the front elevation. Plan 2 Alt features an additional entry canopy with a raised roofline, creating a distinct and separate elevation style. All three floor plans provide three distinct façade materials as required by the conditions of approval for the project, which include metal decorative louvers, sand/float stucco finish, and a decorative tile element. 316
Item 3.

Figure 1 - Plan 1
Figure 2 - Plan 2
Figure 3 - Plan 2 Alt
Wall and Fence Plan
Per the conditions of approval for this project, the applicant is required to revise the block wall plans for block walls facing the public street to be compatible with the existing development. See condition of approval below:

10. The decorative masonry walls for those portions visible to a street shall be revised to consist of a split face block wall with a decorative 4” block wall cap for the exterior fence, and a metal gate. The design and color of the fencing visible from the public R.O.W to be compatible with the fencing at the existing neighborhood. CMU grout color to match block color.
317
Item 3.

Landscaping
Each lot will provide front yard landscaping as illustrated on Figure 4 below. Each front yard will include a Thornless Chilean Mesquite and a Museum Palo Verde and will be landscaped with shrub varieties and ¾ Mojave Gold crushed rock to be compatible with the existing community.

Figure 4 - Front Yard Typical Landscape Plan
Consistency with General Plan and Zoning
The project site is currently zoned Suburban Neighborhood (S-N) which implements the Suburban Neighborhood land use designation of the General Plan. The S-N zone permits detached singlefamily development, and this project is to complete the existing Mariposa Pointe community, TTM 32074. The project meets setback requirements, as the project provides a minimum 20-foot front yard setbacks, minimum 5-foot side yard setbacks, and minimum 20-foot rear yard setbacks. Lot 10 provides a 19.14-foot setback which qualifies for a minor modification and is included as part of this project.

The project site is required to meet the requirements of Section 16.32.170 – New development and redevelopment which shall apply to proposed changes in product sizes within single-family tracts in which a previously approved product was constructed. The existing Mariposa Pointe community provided floor areas that ranged from 1,898 SF – 2,435 SF, while the project homes range from 1,374 SF – 1,412 SF. Since the project proposes a degree of change of approximately 36%, the project is required to be reviewed by the Planning Commission. The project is required to be compatible with the existing architecture, wall, and fence plans of the existing development, and shall provide a transition area. The transition area is achieved by this project, as the home with the closest design and size to the existing community are provided at the lots nearest to the existing homes at the community.

The project is required to be in compliance with Section 17.19 – Supplemental Standards for Single-Family Residential and Section 17.13 S-N Suburban Neighborhood. The project is compliant with the Coachella Municipal Code design and development standards, see Attachment 3 for municipal code requirements analysis.
318
Item 3.

PROPOSED FINDINGS:

Architectural Review
Pursuant to Coachella Municipal Code Chapter 17.72, Architectural Review, and subject to state law, the Planning Commission must make the follow findings for architectural review approval:

1.The proposed project is consistent with the general plan;

2.The proposed project complies with zoning regulations;

3.The proposed project is consistent with the city's design guidelines;

4.The proposed development will not be detrimental to the public health, safety, or welfare, or materially injurious to properties and improvements in the vicinity; and

5.The proposed project is located, designed, constructed, operated and maintained so as to be compatible with the existing or intended character of the general vicinity and shall not change the essential character
PUBLIC HEARING NOTICE:

A public hearing notice for the Project was published in the Desert Sun, the newspaper of record, on October 5, 2025, and a public hearing notice was mailed to property owners within a radius of 300- feet of the subject property on September 29, 2025, pursuant to Chapter 15.48.100 of the Coachella Municipal Code. At the time of issuance of this staff report, staff had not received public comments on this application.

ENVIRONMENTAL ASSESSMENT:

Environmental Initial Study No. 04-06 was prepared for Tentative Tract Map 32074 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was adopted by the City Council on June 9, 2004. The proposed residential construction is consistent with the project evaluated under EIS No. 04-06. The Planning Division has determined that the proposed project is compliant with California Environmental Quality Act (CEQA) Guidelines Section 15073 - Public Review of a Proposed Negative Declaration or Mitigated Negative Declaration.

ALTERNATIVES
1) Approve Resolution No. PC2025-16 approving Architectural Review No. 25-08 with the findings as recommended by Staff.
2) Approve Resolution No. PC2025-16 approving Architectural Review No. 25-08 with the findings and conditions as recommended by Staff with modifications as proposed by the Planning Commission.
3) Deny Resolution No. PC 2025-16 and request that staff prepare a Planning Commission Resolution for Denial of Architectural Review No. 25-08. 319
Item 3.
4) Continue this item and provide staff and the applicant with direction.

Attachments:

1. Resolution PC 2025-16
a. Exhibit A – Conditions of Approval
b. Exhibit B – Development Plan Set

2. City Council Resolution No. 2004-35

3. Municipal Code Requirements Analysis

4. Degree of Change of Product Size Analysis
320
Item 3.

RESOLUTION NO. PC 2025-16

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

COACHELLA, CALIFORNIA APPROVING ARCHITECTURAL REVIEW
NO. 25-08 FOR THE MARIPOSA POINTE CVHC PROJECT FOR THE
ARCHITECTURAL REVIEW OF 24 HOMES AT THE SOUTHEAST
CORNER OF AVENUE 50 AND CALHOUN STREET, LOCATED AT APN:
779-272-001 THRU -016, AND 779-301-001 THRU –008, AND CERTIFYING

THAT THE PROJECTS INITIAL STUDY WITH MITIGATED NEGATIVE DECLARATION IS IN COMPLIANCE WITH SECTION 15073 OF THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES.

APPLICANT: COACHELLA VALLEY HOUSING COALITION – PEDRO S.

G. RODRIGUEZ
WHEREAS, on August 7, 2025, the applicant Mariposa Pointe - CVHC filed an application for Architectural Review No. 25-08 (AR No. 25-08) for the architectural review of 24 proposed homes at the southeast corner of Avenue 50 and Calhoun Street, located at APN: 779-272-001 thru -016, and 779-301-001 thru –008; and WHEREAS, the subject properties at APN: 779-272-001 thru -016, and 779-301-001 thru –008 have a land use designation of S-N Suburban Neighborhood pursuant to the City of Coachella General Plan; and
WHEREAS, the subject properties at APN: 779-272-001 thru -016, and 779-301- 001 thru –008 have a zoning designation of S-N Suburban Neighborhood; and WHEREAS, the subject properties at APN: 779-272-001 thru -016, and 779-301- 001 thru –008 are compliant with the City of Coachella General Plan and the Coachella Municipal Code; and
WHEREAS, the Project is permitted pursuant to Chapter 17.72 of the Coachella Municipal Code, and the attendant applications for Architectural Review 25-08 to allow the Project; and,
WHEREAS the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City’s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and,
WHEREAS the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS the site for the proposed use relates properly to streets which are designed to carry the type and quantity of traffic to be generated by the proposed use; and, WHEREAS Environmental Initial Study No. 04-06 was prepared for Tentative Tract Map 32074 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was certified and adopted by the City Council on June 9, 2004; and
WHEREAS, certifying that the projects Initial Study with Mitigated Negative 321
Item 3.

Resolution No. PC 2025-16

Page 2 ends

Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines; and,
WHEREAS the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community; and WHEREAS, a notice of a public hearing to consider Architectural Review (AR No. 25-08) was issued in accordance with Coachella Municipal Code Section 17.74.010.G, inclusive of the publication on October 5, 2025, of a legal public hearing notice published in the Desert Sun, the City’s newspaper of record, and the mailing of a public hearing notice to a certified list of property owners within 300 feet of the subject properties on September 29, 2025; and
WHEREAS, at the Planning Commission hearing, the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project; and,
WHEREAS, at the conclusion of the public hearing and following discussion, the Planning Commission approved this Resolution for the Architectural Review No. 25-08 for the architectural review of 24 proposed homes at the southeast corner of Avenue 50 and Calhoun Street, located at APN: 779-272-001 thru -016, and 779-301-001 thru –008, and certifying that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines, as conditioned, with the motion vote outcome specified in the meeting minutes for the October 15, 2025, Planning Commission meeting.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California hereby resolves, finds, and determines as follows:

Section 1. Incorporation of Recitals. The Planning Commission hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the Planning Commission as fully set forth in this resolution.

Section 2. CEQA Findings. Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the Planning Commission, and the facts outlined below, the Planning Commission hereby finds and certifies that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines. Environmental Initial Study No. 04-06 was prepared for Tentative Tract Map 32074 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was adopted by the City Council on June 9, 2004. The proposed residential construction is consistent with the project evaluated under EIS No. 04-06.

Section 3. Architectural Review and Minor Modification Findings. Based upon the evidence presented at the hearing, including the staff report and written and verbal testimony, which are all incorporated herein by reference, the Planning Commission hereby finds that:
322
Item 3.

Resolution No. PC 2025-16

Page 3 ends

1) The proposed project is consistent with the General Plan. The proposed homes are consistent with the goals, objectives, policies, and implementation measures of the Coachella General Plan. The project complies with the Suburban Neighborhood land use designation of the General Plan, which allows 2-8 dwelling units per gross acre with 5 dwelling units per gross acre average for new projects. The proposed project is consistent with the long-term vision of the General Plan for this vicinity. 2) The proposed project complies with zoning regulations. The proposed homes are consistent with the development standards of Section 17.13 – Suburban Neighborhood, Section 17.19 – Supplemental Standards for Single-Family Residential, and Section

16.32 - Design Standards and Requirements. The proposed homes will provide required yard areas and covered parking in a garage as required by the Zoning Ordinance. 3) The proposed project is consistent with the city's design guidelines per finding #2 above.

The project provides compliance with the supplemental standards for single-family residential development and provides compatibility with the existing development as required by the Zoning Ordinance.
4) The proposed development will not be detrimental to the public health, safety, or welfare, or materially injurious to properties and improvements in the vicinity. The Community Development Department does not anticipate any potentially hazardous or disturbing impacts on existing or neighboring uses. Single family residential dwellings are not uses known to create hazardous or disturbing effects upon the neighborhood.

The proposed dwellings are anticipated to improve the aesthetics of the existing neighborhood by completing an unfinished neighborhood, and will help with dust control.
5) The proposed project is located, designed, constructed, operated and maintained so as to be compatible with the existing or intended character of the general vicinity and shall not change the essential character of the same area. The proposed project is anticipated to be compatible with the existing neighborhood as discussed in the above findings as the project will be in compliance with the Zoning Ordinance and will complete an existing unfinished neighborhood.
6) Environmental Initial Study No. 04-06 was prepared for Tentative Tract Map 32074 pursuant to the California Environmental Quality Act (CEQA) and a Mitigated Negative Declaration was adopted by the City Council on June 9, 2004. The proposed residential construction is consistent with the project evaluated under EIS No. 04-06. Therefore, certifying that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines
Section 4. Planning Commission Approval. Based on the foregoing, the Planning Commission hereby CONDITIONALLYAPPROVES Resolution No PC 2025-16 Architectural Review No. 25-08 for the Mariposa Pointe CVHC project for the architectural review of 24 homes at the southeast corner of Avenue 50 and Calhoun street, located at 323
Item 3.

Resolution No. PC 2025-16

Page 4 ends

APN: 779-272-001 thru -016, and 779-301-001 thru –008, and certifying that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines. The Applicant shall demonstrate compliance with ALL Conditions of Approval, as set forth in “Exhibit A” and development plans in “Exhibit B” of this resolution.

PASSED APPROVED and ADOPTED this 15th day of October 2025 by the following vote:

AYES:

NOES:

ABSENT:

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC 2025-16 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 15th day of October 2025 by the following vote of the Planning Commission:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Kendra Reif
Planning Commission Secretary
325
Item 3.

Resolution No. PC2025-16 EXHIBIT A
Exhibit A – Resolution No. PC2025-16
CONDITIONS OF APPROVAL FOR ARCHITECTURAL REVIEW NO. 25-08 Mariposa Pointe - CVHC
General Conditions

1. AR 25-08 is approved for the new exterior architectural theming, materials, and color schemes for new production homes within Tract 32074 in the S-N (Suburban Neighborhood) zone, and certifying that the projects Initial Study with Mitigated Negative Declaration is in compliance with Section 15073 of the California Environmental Quality Act (CEQA) Guidelines. The applicant shall submit construction drawings through the Building Division for plan check and approval prior to obtaining building permits. The applicant shall pay any fees necessary to secure permits and any special investigation inspections and reports, subject to review and approval by the Building Official, including a soils report and related structural recommendations. The owner shall secure Fire Department approval for the proposed production homes prior to the issuance of any building permits.

2. The applicant shall comply with all environmental mitigation requirements as included in the Environmental Assessment No. 04-06 and Tentative Tract Map 32074 as listed in City Council Resolution No. 2004-35.

3. The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the City Attorney, within five days of the effective date of this approval.

4. Prior to the issuance of a building permit, the applicant shall submit a final landscape, lighting, and irrigation plan for review and approval by the Community Development Director. All landscaping shall be planted and maintained with a permanent underground irrigation system to be operational prior to the issuance of the Certificate of Occupancy. Perimeter landscape plans shall include exterior wall detail and any proposed entry identification signage.

Landscaping in the front yard shall comply with the City’s front yard landscaping regulations, unless otherwise approved by the Community Development Director. Planted tree height and tree trunk caliper minimum shall be specified on landscape plans.

5. Landscaping for common areas and residential typical areas shall utilize drought tolerant landscaping and recommended to avoid turf landscaping.

6. Common area landscaped areas shall be improved with irrigation and landscaping pursuant to approved landscape and irrigations plans prior to the issuance of the first certificate of occupancy for the proposed residential units.
326
Item 3.

Resolution No. PC2025-16 EXHIBIT A

7. Common area groundcover and typical front yard landscape shall consist of ¾ inch decorative gravel. The color of the gravel to be Mojave Gold crushed rock at the direction of the Community Development Director.

8. A minimum of twenty (20) shrubs, espaliers, and succulent plants shall be required for the landscape plan.

9. All garden walls shall consist of concrete masonry units (CMU), with use of decorative masonry walls for those portions visible to a street.

11. All front yard areas between the front building line of the home and the street line shall be limited to a maximum of 60 percent of paving of the total front yard area. Those areas that are not paved shall be landscaped in accordance with Section 17.16.030-C(4) of the Zoning Code.

12. A separate building permit shall be obtained for perimeter and privacy garden wall and construction. Perimeter and interior property lines walls shall utilize block wall construction.

The maximum height of any wall shall be limited to six (6) feet as measured from the finished grade. Block wall plans shall include any high quality and substantially anchored, tamper proof identification signage for the community, and decorative cap detail.

13. Prior to the issuance of a building permit, the applicant shall pay the applicable school facilities fees to the Coachella Unified School District.

14. The project shall provide three façade materials in accordance with Section 17.19.020 of the Coachella Municipal Code, with the final design meeting this requirement to be at the direction of the Community Development Director.

15. A minor modification is approved for Lot 10 to allow for a 19.14-foot rear yard setback. Any further minor modifications that may be necessary for the project shall be approved the Community Development Director in accordance with the guidelines of Section 17.70.120 of the Coachella Municipal Code.

Building

16. Depict the roof on the proposed elevations with solar or solar zones in lieu of the proposed tile shown on the elevations.

17. Consider relocating the AC condensers to the side yards, as rear yard condensers tend to interfere with future site improvements.

Utilities
327
Item 3.

Resolution No. PC2025-16 EXHIBIT A

18. The project may be required to connect to the City’s public water and wastewater systems. In the event that new connections are required, the applicant shall submit water and sewer plans for approval.

19. New water and sewer connections are subject to the collection of impact fees.

20. All fire lines require the installation of Double Check Detector Assemblies.

21. Backflow devices are required on all non-residential connections installed within 12” of the meter box.

22. All buildings may require individual meters.

23. Irrigation may require its own meter.

24. All water connections shall install 4G AMI master meters.

25. All service lines shall be copper tubing per the approved list of materials.

26. All materials shall be per the approved list of materials provided by the Engineering Department or the Utilities Department.

27. No new water connections shall be shown on landscaping plans, all connections shall be in the water improvement plans.

28. Trees/shrubs must have a minimum of 15’ separation distance from the Utilities water/sewer laterals. Or minimum 10’ separation distance from water/sewer laterals with root barrier.

29. Landscaping plans shall be approved by the Utilities Department and shall be approved prior to the approval of any water improvement plans.

Engineering
PRIOR TO APPROVAL OF ENGINEERING PLANS or ISSUANCE OF
ENGINEERING PERMITS:

PRECISE GRADING:

30. A precise grading/improvement plan, prepared by a California Registered Civil Engineer, showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, and all other pertinent information shall be submitted for review and approval by the City Engineer.

31. Rough grading shall be certified by the project soils engineer prior to issuance of a permit for precise grading or building construction.
328
Item 3.

Resolution No. PC2025-16 EXHIBIT A

32. Garden wall permits shall be required for wall construction. The maximum height of any wall shall be limited to six (6) feet as measured from an average of the ground elevations on either side.

STREET IMPROVEMENTS:

33. Interior Streets- Public Roadway as shown on the RAC and per these comments shall include the following:
o This street is classified as Residential Street with 60 feet of right-of-way as per City of Coachella General Plan.
o Street measured from curb face to curb face shall have a width of 40-foot o Applicant shall install all sidewalk and curb and gutter transitions to uniformly connect to existing adjacent improvements and coordinate installation and/or relocation of fire hydrants, water meters, storm drain, wells, street lights and all other appurtenances as required to the satisfaction of the City Engineer.
o Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: curb and gutter, sidewalk, Driveway approaches, ADA ramps, Traffic control striping, legends, Traffic control signs, Street Lights and street name signs to the satisfaction of the City Engineer.

34. Applicant shall protect in place existing curb, gutter and sidewalks that are in good condition, and shall remove and replace curb, gutter and sidewalk or existing Driveway approach that is damaged, such as, but not limited to: cracked, deteriorated or fractured to the satisfaction of the City Engineer.

35. Applicant shall protect existing streets that are in good condition, and shall repave streets that is damaged during construction to the satisfaction of the City Engineer.

PRIOR TO RELEASE OF OCCUPANCY PERMITS/ACCEPTANCE OF PUBLIC IMPROVEMENTS:

36. Prior to issuance of certificate of occupancy, all public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed to the satisfaction of the City Engineer. An engineering final inspection is required. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCad format. All off-site and on-site improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City
Fire

37. This project shall only be allowed parking on one side of the street. There shall be no parking in the cul-de-sacs or turns.

38. Fire Protection Water Supplies/Fire Flow - Minimum fire flow for the construction of all buildings is required per CFC Appendix B. Prior to building permit issuance for new construction, the applicant shall provide documentation to the Fire Department to show there exists a water system capable of delivering the required fire flow. Specific design features may 329
Item 3.

Resolution No. PC2025-16 EXHIBIT A
increase or decrease the required fire flow. Reference CFC as amended. Will Serve Letters from the responsible water purveyor are required prior to a map recordation.

39. Fire Protection Water Supplies/Hydrants - The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with the CFC Appendix C.

Fire hydrants shall be located no more than 600 feet from all portions of the exterior of the building along an approved route from a fire apparatus access road. Where new water mains are extended along streets and hydrants are not needed for protection of structures, standard fire hydrants shall be provided at spacing not to exceed 1000 feet along streets for transportation hazards. The size and number of outlets required for the approved fire hydrants are 4” x 2 ½”. Final fire hydrant locations shall be determined during the fire water plan review.

Reference CFC as amended.

40. Tract Water Plans - If fire hydrants are required to be installed, applicant/developer shall furnish the water system fire hydrant plans to Fire Department for review and approval prior to building permit issuance. Plans shall be signed by a registered civil engineer, and shall confirm hydrant type, location, spacing, and minimum fire flow. Once plans are signed and approved by the local water authority, the originals shall be presented to the Fire Department for review and approval. Reference CFC as amended.

41. Fire Department Access - Fire apparatus access roads shall be provided within 300 feet of all exterior portions of buildings, unless otherwise approved by the Fire Department. Fire apparatus access roads shall have an unobstructed width of no less than 24 feet. Dead-end fire apparatus access roads exceeding 150 feet shall provide an approved turn around. The minimum required turning radius of a fire apparatus access road is 38 feet outside radius and 14 feet inside radius. The construction of the fire apparatus access roads shall be all weather and capable of sustaining 75,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent, and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

42. Fire Lane marking: Identification and marking of fire lanes, including curb details and signage, shall comply with all Riverside County Fire Department Standards.

43. Fire Department Access Turn Around – On-parcel dead-end fire apparatus access roads exceeding 150 feet in length shall provide a bulb turnaround at the terminus measuring a minimum of 38 feet outside radius and 14 feet inside radius. Parallel parking around the perimeter of the bulb is acceptable, provided the bulb outside turning radius is increased by 8 feet. In-lieu of a bulb, a hammer-head type turnaround is acceptable where the top of the “T” dimension is 120 feet with the stem in the center. Additional turnaround designs may be acceptable as approved by the Fire Department. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

44. Fire and Life Safety Requirements - Final fire and life safety conditions will be addressed when the Fire Department reviews any subsequent submittals. These conditions will be based on the California Fire Code CFC), California Building Code (CBC), and related codes/standards adopted and amended at the time of construction plan submittal. 330
Item 3.

Resolution No. PC2025-16 EXHIBIT A

45. Secondary Access – Unless otherwise approved by the Fire Department, dead end fire apparatus access roads shall not exceed 1,320 feet. Secondary egress/access fire apparatus access roads shall provide independent egress/access from/to the area or as otherwise approved by the Fire Department. Secondary egress/access fire apparatus access roads shall be as remote as practical from the primary fire apparatus access road to reduce the possibility that both routes will be obstructed by a single emergency. Additional fire apparatus access roads based on the potential for impairment by vehicle congestion, condition of terrain, climatic conditions, anticipated magnitude of a potential incident, or other factors that could limit access may be required by the Fire Department. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

46. Residential Fire Sprinklers: Residential fire sprinklers are required in all one and two-family dwellings per the California Residential Code (CRC). Plans must be submitted to the Office of the Fire Marshal for review and be approved prior to installation. Reference CRC.

47. Phased Construction Access and Water Supply: If construction is phased, an approved phasing plan shall be approved by the Fire Department. Each phase shall provide approved access and water supply for fire protection prior to any construction. Reference CFC as amended.

48. Traffic Calming Devices - Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Fire Code Official. Reference CFC as amended.
331
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332
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its
property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationof Garon J.J. Darling Arcitect common law copyright or other reserved rights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540

GENERAL NOTES (CONTINUED)

INDEX OF DRAWINGS
A
TITLE SHEET, INDEX OF DRAWINGS, VICINITY MAP, GENERAL NOTES, CODE INFORMATION 1 A-1 2
A-2
A-3
3 4
1ST. FLOOR PLAN, ROOF PLAN & TRUSS LAYOUT

SECTIONS, INTERIOR ELEVATIONS, INTERIOR FINISH, DOOR & WINDOW SCH & DETAILS

ELEVATIONS

5. Modifications to the construction work as described within the Construction Documents shall not be made without the prior written approval of the Architect.

GENERAL NOTES

3. The General Contractor is responsible for furnishing all subcontractors with a complete set of Contract Documents.

4. If there is a conflict between disciplines within the Contract Documents, the Architect shall be notified in writing prior to work. If there is a conflict between the Contract documents and the conditions in the field, the Architect shall be notified in writing prior to work.

1. The Contactor shall provide temporary barricades and all other means required to maintain a safe environment during construction.

2. All work, materials, equipment, and furnishings indicated and or noted within the Construction Documents shall be new and constructed, provided and installed by the Contractor unless noted otherwise.

6. All information shown/identified in the Contract Documents relative to existing conditions is shown as a general representation. Contractor shall verify actual field conditions prior to submitting bid.

7. If there is a conflict between disciplines within the Contract Documents, the Contractor and Subcontractor shall provide in His or Her bid the more expensive option.

8. NO SUBSTITUTIONS or DEVIATIONS from the Construction Documents will be acepted unless prior written authorization is obtained from the Architect. Submittals and requests for substitutions shall be made at least 14 business days prior to the commencement of the work. A letter, drafted and signed by each subcontractor, affirming his/her understanding of this requirement, shall be submitted to the owner's representitive and the Architect at least 14 calandar days prior of the commencement of work of that trade.

9. All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware.

10. All demolished items, debris, trash, excavated earth that is not to be used on site, and any extra material that is not needed for the completion of the job shall be hauled away and legally disposed of off-site at the Contractor's expense.

12. The Contractor shall provide all materials and work required to provide a finish to all new work exposed to the interior or exterior provided in this contract. This shall include two finish coats of paint over base coat at all paintable surfaces. Entire surface of existing surfaces shall be painted when any portion is disturbed by work.

11. It is the responsiblity of the Contractor to provide and install all required items and perform all work necessary to ensure a complete job, such that all electrical and lighting systems, access control systems, plumbing and mechanical systems, irrigation systems and controller, data, cable t.v. and phone systems shall be made operational by the completion of the construction period as set by the Contract.

ARCHITECTURAL

LANDSCAPING

LANDSCAPING PLAN, SCHEDULES, LEGEND AND NOTES
S-1 FOUNDATION PLAN, SHEAR WALL PLAN, DETAILS AND NOTES S-2 DETAILS AND NOTES
S-3 GENERAL NOTES

STRUCTURAL
M-1 MECHANICAL PLAN, DETAILS, SCHEDULES, LEGEND AND NOTES MECH./
PLUMB
P-1

ENERGY CALCULATIONS AND FORMS
ENERGY
CAL
GREEN
CG-1 CAL GREEN NOTES, TABLES AND CHECKLIST

ELECTRICAL

ELECTRICAL SCHEDULES, LEGEND AND NOTES
E-1 ELECTRICAL PLAN, SCHEDULES, LEGEND AND NOTES
E-2
L-1

N NOT TO SCALE
T-1

GRADE BEAM
LOT 23

PERMITS

2. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM
DESIGNED AND INSTALLED IN ACCORDANCE WITH THE 2019 CRC
SECTION R313.3 OR NFPA 13D.

3. A ROOFTOP PHOTO-VOLTAIC SOLAR SYSTEM AS REQUIRED BY
THE ENERGY CALCULATIONS.

1. MANUFACTURED ROOF TRUSSES DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE 2019 CRC.

1. CIVIL AND STRUCTURAL SHEETS SHALL BE SIGNED BY RESPONSIBLE DESIGN PROFESSIONAL.

2. TRUSS CALCULATIONS SHALL BE REVIEWED AND APPROVED BY ENGINEER OF RECORD.

APPLICABLE CODES

PLANNING DATA

ZONING DISTRICT DESIGNATION RESIDENTIAL PLANNED DEVELOPMENT

ATTIC VENTILATION REQUIREMENT ATTIC VENTILATION PROVIDED

CONSULTANTS

ENERGY CONSULTANT

CALIFORNIA LIVING & ENERGY
(209) 538-2879
3015 DALE COURT, CERES, CA 95307

STRUCTURAL ENGINEER

PETRA STRUCTURAL ENGINEERS
17981 SKY PARK CIRCLE SUITE O,
IRVINE, CA 92614
(949) 748-7170

SPECIFIC NOTES AND INFORMATION
ENERGY REQUIREMENTS:

The Project shall be constructed using materials, equipment and/or systems that comply with the energy efficiency standards of the State of California Title 24 .

ENVIRONMENTAL REQUIREMENTS:

The Project shall comply with all regulatory guidelines and code requirements pertaining to outgassing of materials such as, but not limited to, VOC and formaldahyde.

The Project shall comply with California's Green Building Code (Part 11 of Title 24, California Code of Regulations, effective 1.1,2020 with any Supplement(s) in effect .

Provide and maintain a copy of said code and Residential checklist on jobsite during construction.

TOTAL -

GARAGE AREA

LIVING AREA
4 BEDROOM RESIDENCE
1 1/2" X 12" EAVE VENTS (56) @
.125 SQ. FT = 7.0 SQ. FT.
(1) 12" X 18" GABLE END VENT
@ 1.5 SQ. FT. = 1.5 SQ. FT.

SSW1
SSW4

SIMPSON SHEAR WALL

SIMPSON SHEAR WALL
SI-1 SPECIAL INSPECTION
470 SQ. FT.
(6) 15"X 24" GABLE END VENTS
@ 2.5 SQ. FT. = 15.0 SQ. FT.

A-4 5
8 6
7 9
10 11
12 13
14 15
16 17
18 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
OF THE FOLLOWING:
2022 CALIFORNIA BUILDING CODE.
2022 CALIFORNIA RESIDENTIAL CODE.
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA ENERGY CODE

CONSTRUCT A FINISHED SINGLE FAMILY, ONE-STORY,

HOUSE WITH ATTACHED GARAGE WITH PLUMBING,
MECHANICAL, ELECTRICAL, LANSCAPING AND SITEWORK.

SCOPE OF WORK

WITH AUTOMATIC FIRE

SPRINKLERS
(DEFERRED SUBMITTAL)

BUILDING DATA
GARAGE

CONSTRUCTION
TYPE

GROUP U
RESIDENCE GROUP R DIVISION 3

OCCUPANCY GROUP

TYPE V-B

STORIES
ONE

2. ALL CONSTRUCTION SHALL CONFORM TO STATE AND MUNICIPAL LAWS, CODES AND ORDINANCES, ETC. FOR MIN. STRUCTURAL DESIGN,MATERIALS

USED, AND METHODS OF CONSTRUCTION, REFER TO APPLICABLE STATE AND MUNICIPAL BUILDING CODES. PROJECT SHALL BE CONSTRUCTED UNDER ALL APPICABLE LOCAL BUILDING PERMITS AND INSPECTION PROCEDURES.

AT VARIOUS PROJECT PARCELS
LOT 13
50352 CALLE XAVIER
83590 AVENIDA CAMPANAS
83578 AVENIDA CAMPANAS
50364 CALLE XAVIER 779-272-011
779-272-009
779-272-007
779-272-005
19 EN-1
IR-1 IRRIGATION PLAN, SCHEDULES, LEGEND AND NOTES
IR-2
L-2
20 IRRIGATION DETAILS AND NOTES 21

LANDSCAPING DETAILS AND NOTES

PLUMBING PLAN (SEWER AND WATER), SCHEDULES, LEGEND AND NOTES

13. SIMPSON A35 SHALL BE SUBSTITUDED WITH SIMPSON LTP4 AT LOCATIONS NECESSITATING A FLAT APPLICATION.

14. The design, timing, implementation and construction of the temporary bracing of the structure and its elements during construction is the responsibility of the general contractor

CODE NOTES
2022 CALIFORNIA GREEN CODE

FOUR BEDROOM

ONE-STORY SINGLE FAMILY RESIDENCE
The Project shall be constructed using materials, equipment and/or systems that comply with the environmental standards of the City of COACHELLA, RIVERSIDE County, the State of California, and the US Federal government (EPA).

CITY OF COACHELLA MUNICIPAL CODE

1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF RIVERSIDE CA. AND THE CITY OF COACHELLA, CA.

FOR THE

COACHELLA VALLEY HOUSING COALITION

LOCATED IN THE

CITY OF

COACHELLA, CA
LOT 15
LOT 17
LOT 21
LOT 19
779-272-015
779-272-013
83566 AVENIDA CAMPANAS 779-272-003 LOT 3
LOT 5
LOT 7
LOT 9
LOT 11
50376 CALLE XAVIER
50388 CALLE XAVIER
50400 CALLE XAVIER
50412 CALLE XAVIER
50424 CALLE XAVIER
50436 CALLE XAVIER 779-301-007
779-301-005
779-301-003
779-301-001

COACHELLA HOMES

MARIPOSA POINT
1374
1374.0 SQ. FT.
1844.0 SQ. FT.
1844 SQ. FT / 150 (FACTOR) =

12.3 SQ. FT TOTAL

23.5 SQ. FT. PROVIDED > 12.3
REQUIRED THERFORE O.K.

CORROSION CONTROL REQUIREMENTS
FREDRICK ST.

AVENUE 49
AVENUE 50
AVENUE 51
CALHOUN ST. VAN BUREN ST.

COACHELLA
HOMES

DEVELOPMENT
HWY 86

VICINITY MAP
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GARON JAMES JOHN DARLING
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SEPERATE PERMITS SHALL BE C - 23697

REQUIRED FOR SIGNS, FENCES,

RETAINING WALLS, TRASH

ENCLOSURES, FLAGPOLES, POLE

MOUNTED YARD LIGHT FOUNDATIONS,
AND PLANTERS.

DEFERRED SUBMITTALS

CONDITIONS OF APPROVAL OF PLANS

COACHELLA, CA
RENEWAL DATE JULY 31 2027
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4
4 BEDROOM SFR
TYPE MORN 1

INDEX, CODE & PLANNING DATA

VICINITY MAP & GENERAL NOTES
T-16.12.24 CITY SUBMITTAL 4.5.25 CITY RE-SUBMITTAL CITY SUBMITTAL 8.11.25 333
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
3 A-2

ENGINEERED WOOD TRUSSES TYPICAL
(DEFERRED SUBMITTAL)
26 GAGE GALV. METAL VALLEY
FLASHING WITH SELFADHERING POLYMER MODIFIED

ASPHALT MEMBRANE ON EACH

SIDE TO COVER FLASHING
FLANGE OVER 36" ONE LAYER
OF 72 POUND MINERALSURFACED, NONPERFORATED
CAP SHEET (ASTM D3909)

RUNNING THE FULL LENGTH OF
THE VALLEY TYPICAL.

ROOF COVERING SHALL BE CLASS A.

A-22
A-2
6 ROOFING: CONCRETE ROOF TILE BY EAGLE
IAPMO ER 1900 - VALID THROUGH 01/31/2023
"CAPISTRANO" OR "MALIBU", "BELL AIR", "GOLDEN
EAGLE", "PONDEROSA" OR APPROVED EQUAL NOT TO
EXCEED 9.7 PSF. TILE MUST MEET TITLE 24, PART 6
COOL ROOF REQUIREMENTS FOR CLIMATE ZONE 15
(SOLAR REFLECTANCE AND THERMAL EMITTANCE)

APPLY PER THE MANUFACTURER'S RECOMMENDATIONS
AND ALSO, ALL OF THE FOLLOWING, TYPICAL: PROVIDE

COUNTERBATTEN INSTALLATION OVER ONE LAYER OF
72 POUND MINERAL-SURFACED, NONPERFORATED CAP
SHEET (ASTM D3909) OVER ONE LAYER NO. 30 ASPHALTSATURATED FELT COMPLYING WITH ASTM D-226 (ASTM D4869 TYPE IV). USE 36" ROLLS AND LAP 19" TYPICAL.

TURN DOWN OVER RAKE EDGE 1" MINIMUM. EXTEND 4"
MINIMUM UP A VERTICAL (BLOCKING, NAILER OR WALL).

END LAPS SHALL BE A MINIMUM OF 6" VERTICAL LAP.

ADD FULL HEIGHT 7/16 OSB
WITH 8D @ 6" TO THE ENTIRE
LENGTH OF THIS TRUSS.

TRUSS SHALL ALIGN WITH
EXTERIOR WALL OF GARAGE.

DRAG TRUSS DIRECTLY ABOVE

WALL - ALIGN WITH
SHEARWALL. DESIGN TRUSS
FOR 1500 POUNDS DRAG
LOAD.

ALL ROOFING MATERIALS AND METHODS SHALL BE IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S AND

THE ROOF TILE INSTITUTE/WSRCA RECOMMENDATIONS
TYPICAL.

D06
T1
D05
D02
D05
B1
D05
D07
D06
D05
D07
B1 D01 T1 B1
B1
D04
D03
C1
WD
REF
A
A-2A
A-2
WEST
A-3
EAST
A-3
SOUTH
A-3
NORTH
A-3
1'-4"
3'-11 1/2"
1'-8 1/2" 3'-10 1/2"
6'-0"
6'-0"
5'-4 1/2" 6'-0" 5'-4 1/2"
47'-0"
2'-8" 5'-10" 6'-6"
12'-6 1/2" 16'-9" 5'-4 1/2" 12'-4"
12'-0" 5'-2 1/2" 10'-10" 2'-7 1/2" 5'-4 1/2" 2'-4" 11'-3 1/2" 49'-8"
17'-2 1/2" 32'-5 1/2"
17'-2 1/2" 2'-4 1/2" 8'-10" 3'-6" 17'-9" 3'-0"
23'-10" 10'-1" 2'-5" 13'-3 1/2"
2'-2" 16'-4" 2'-2"
3'-6" 12'-5 1/2" 16'-6" 2'-1" 3'-6" 1'-7"
2'-9 1/2" 3'-8" 8'-1"
2'-10" 1'-0" 3'-6"
26'-3"
12'-9" 3'-6 1/2" 9'-11 1/2"
4'-8 1/2"
1'-4" 7'-3 1/2" 1'-4" 7'-4 1/2" 1'-4" 7'-3 1/2" 4 1/2"
16'-7" 4'-6" 2'-9" 6'-6" 3'-7"
GARAGE

SHELF & POLE

SHELF & POLE
BATH
NO. 2
LINEN
NO.2

SHELF & POLE
5 SHELVES
PANTRY

MEDICINE
CAB.

LIVING

BEDROOM
NO. 4

BEDROOM
NO. 2
MASTER

BEDROOM

FAMILY/
DINING
MASTER

BATHROOM

KITCHEN

COVERED
PORCH
101
102
106
107
108
110
111
112
113 114
115
116 5

SHELVES

CORRIDOR
NO.1
104
118
119
120

BEDROOM
NO. 3
109
LINEN
NO.1
117

CLOSET CLOSET
CLOSET
CLOSET

SHELF & POLE
103
ENTRY

MEDICINE
CAB.

AREA IS 1374 SQ. FT. LIVING +
470 SQ. FT. GARAGE
= 1844.0 SQ. FT. A-2
A-2
7 7
SIM.

CORRIDOR
NO.2
105
22" X 30 "
ATTIC
ACCESS
ABOVE
1/2 HOUR OCCUPANCY

SEPARATION, GARAGE TO
HABITABLE AREA TYP.

C - 23697

GARON JAMES JOHN DARLING
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6'-0" x 3'-0" x 3 1/2"
CONCRETE LANDING.

MEDIUM BRUSH FINISH.

SLIDING GLASS DOOR
4'-6" x 3'-0"
x 3 1/2"

CONCRETE
LANDING.

MEDIUM
BRUSH
FINISH.

HEAT
PUMP
RENEWAL DATE JULY 31 2027
20'-0" CLEAR
20'-0" CLEAR
6" THICK STUDS @

PLUMBING WALL
(600S162-33 @ 12" O.C.)
1/2 HOUR OCCUPANCY

SEPARATION, GARAGE TO
HABITABLE AREA TYP.
4" DIA. STEEL

PIPE BOLLARDS
- YELLOW.

FAU W/H
F.O.S.

F.O.S.
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4
A-1
N 1/4"= 1'-0" SCALEN 1/4"= 1'-0" SCALE

FLOOR PLAN

ROOF PLAN AND TRUSS LAYOUT FIRST FLOOR PLAN

ROOF PLAN & TRUSS LAYOUT

CITY SUBMITTAL

CITY SUBMITTAL
MODEL 1374
4 BEDROOM

5.24.24 4.5.25 SHIFT BEDROOM WINDOW LOCATION 8.11.25
334
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540

FLOOR WALLS

MASTER BEDROOM

ROOM NAME
BEDROOM NO.2
WOOD

REMARKS

PARTIAL ROOM

ENTIRE ROOM
101
110
107
109

MASTER BATHROOM
1/2"
GREEN
GYPSUM
BOARD.
(2) LAYERS
5/8" TYPE
'X' GYPSUM
BOARD.
111
LIVING
BEDROOM NO.3

FAMILY/DINING
ENTRY

CORRIDOR
NO. 1
102
103
104
105
106
108

CORRIDOR
NO. 2
BATHROOM NO.2

KITCHEN
112
BEDROOM NO.4
CLOSET 113
CLOSET
CLOSET
CLOSET
114
115
116
LINEN NO.1
LINEN NO.2
117
118
GARAGE 119
COVERED PORCH 120
CONC. SLAB
MEDIUM
BRUSH
FINISH.

CERAMIC
TILE
1/2"
GYPSUM
BOARD.
4"
RUBBER
BASE
1/2"

TYPE 'X'
GYPSUM
BOARD.

PAINT
SEMIGLOSSPAINT
GLOSS
1/2"
GYPSUM
BOARD.

CEILINGS

INTERIOR FINISH SCHEDULE
1/2"
GREEN
GYPSUM
BOARD.

PAINT
SEMIGLOSSPAINT
GLOSS
4'-0" W.D.
4'-0 1/2" RGH.
4'-0" W.D.

S.S.GLASS
1/4" SPACE

DOUBLE GLAZING

INSTALLATION SHALL

BE IN STRICT

ACCORDANCE WITH

MANUFACTURER'S
RECOMMENDATIONS.

PROVIDE MOISTSTOP

FLASHING ALL
AROUND TYPICAL.

CAULK ALL AROUND
TYP.

NOTES:

4. 2. PROVIDE OBSCURE GLASS AT
TOILETS.

1. 3.

LOW E GLASS & U VALUE 0.35 TYPICAL
UNLESS NOTED OTHERWISE.

ALL ROOM WINDOWS SHALL HAVE
"LOUVER-DRAPE" VINYL BLINDS.

ALL WINDOWS ARE HORIZONTAL
SLIDERS UNLESS NOTED OTHERWISE.

WINDOW SCHEDULE
4'-0 1/2" RGH.
4'-0" W.D.

S.S.GLASS
1/4" SPACE
DOUBLE

GLAZING
3'-0" W.D.
3'-0" W.D.
3'-0 1/2 " RGH.
1'-2" W.D.

T1
C1
NOTE: EMERGENCY ESCAPE
WINDOW.

WINDOW B1 SHALL PROVIDE A
MINIMUM 20" CLEAR

HORIZONAL OPENING WIDTH,
MINIMUM 24" CLEAR VERTICAL
OPENING HEIGHT AND 5.7 SQ.

FT. OPENABLE AREA
MINIMUM. SILL OPENING
SHALL BE SET @ 44" OR LESS
A.F.F

INTERIOR FINISH SCHEDULE NOTES

2. 3.

4. WOOD BASE SHALL BE PAINT GRADE - DIMENSIONS AND
PROFILE TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECT
PRIOR TO ORDERING OR MILLING.

INTERIOR WALLS AND CEILINGS CALLED OUT TO BE PAINTED

AND WHERE ANY PRIOR PAINTED SURFACE HAS BEEN

DISTRUBED BY WORK DONE AFTER PAINTING, SHALL BE
PAINTED WITH TWO COATS OVER BASE COAT. TRIM SHALL BE
PAINTED WITH TWO COATS OF SEMIGLOSS OVER BASE COAT.

INTERIOR WOODWORK AND TRIM SHALL BE PAINT GRADE WITH
DIMENSIONS AND PROFILES AS APPROVED BY OWNER. SUBMIT
SAMPLE TO ARCHITECT PRIOR TO ORDERING.

1. AREAS SHOWN TO RECEIVE CARPET SHALL INCLUDE: CARPET,

PAD, TACK STRIPS, AND CARPET TRANSITIONS AND ARE TO BE
PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR

SHALL PROVIDE A FLOOR SURFACE THAT FOLLOWS THE
CARPET MANUFACTURER'S RECOMMENDATIONS.

CARPET
AND
PAD.

VCT.

CONC. SLAB
SMOOTH
FINISH.

S.S.GLASS
1/4" SPACE

DOUBLE GLAZING

TEMPERED

SAFETY GLASS

EXTERIOR OUTSWINGING DOORS SHALL HAVE THE
FOLLOWING: NON-REMOVABLE BUTTS, 20 GAUGE
GALV. FLASHING/DRIP AT FRAME HEAD AND AT DOOR
BOTTOM. SOLID HARDWOOD THRESHOLD, KEYED
DEADBOLT WITH INTERIOR THUMBTURN.

HEAD JAMB

SIZE DETAILS
SILL
DOOR
NUMBER W X H THK.

TYPE

REMARKS
D01
D02
D03
D04
D05
A
B
1 3/8"
1 3/4"
1 3/4"
1 3/4"
1 3/4" C
2 2

ALL DOOR GLAZING SHALL BE DUAL PANE, TEMPERED
SAFETY GLASS .

GLIDING DUAL GLAZED PATIO DOOR.

QUANTITY
1 3/8"
1 3/8"
D06
D07
5'-0" X 6'-8"
3'-0" X 6'-8"
3'-0" X 6'-8"
13/8" TH.

WOOD SLAB
HOLOW
CORE
A B C D TYP. C/L OF PEEPHOLE @ H.C. UNITS

PROVIDE THRESHOLD
1/2" MAX. HEIGHT.
4'-10"
6'-8"
13/4" TH.

METAL
PANEL
13/4" TH.

WOOD SLAB
SOLID
CORE
METAL
FRAME
1-HR
DOOR

ASS'M'B'Y
13/4" TH.

METAL
PANEL
E
D
D
E
D
2'-8" X 6'-8"
3'-0" X 6'-8"
2'-8" X 6'-8"
2'-0" X 6'-8"
SELF-CLOSING HARDWARE.

UNDERCUT DOOR 1" FOR RETURN AIR.

UNDERCUT DOOR 1" FOR RETURN AIR.
1 1
1 1
4 NONCOMBUSTABLE CONSTRUCTION -ORMINIMUM 20-MIN RATED -ORMEET SFM 12-7A-1

EXTERIOR DOORS SHALL MEET ONE OF THE
FOLLOWING:

DOOR SCHEDULE DOOR NOTES 1 3/4" TH.

DUAL GLAZED
SLIDER . LOW 'E'
GLASS.

TEMPERED
SAFETY GLASS.
1/2" MIN. AND 1" MAX.

CLEAR BETWEEN GYP.

BOARD AND TOP OF

CONCRETE
3 1/2"

TRUSS TOP CHORD
(1) LAYER OF NO. 30

ASPHALT-SATURATED FELT
COMPLYING WITH ASTM D-226

MINIMUM UNDERLAYMENT
GALV. METAL WEEP
SCREED.
1" X 2" HORIZONTAL BATTEN
DOUBLE LAYER UNDERLAYMENT.
1" X 2" VERTICAL BATTEN -
EXTEND MINIMUM 1/2" PAST EVE
FOR VENTILATED ROOF.
1/4" GALV. METAL MESH

FASTENED TO DECK WRAPEED
OVER BATTEN ENDS.
2X SOLID BLOCKING
RIP TO FIT.

PLYWOOD SHEATHING
2X RIDGE NAILER
WRAP RIDGE NAILER WITH (1)
LAYER OF NO. 30 ASPHALTSATURATED FELT COMPLYING
WITH ASTM D-226 AND LAP

OVER UNDERLAYMENT A
MINIMUM OF 12".
2X PLATE

EXTERIOR WALL TYPICAL
1" = 1'-0" SCALE
1" = 1'-0" SCALE

ROOF RIDGE TYPICAL
1" = 1'-0" SCALE

ROOF EAVE TYPICAL
TRIM TILE. SECURE WITH CODE

APPROVED ADHESIVE OVER
MECHANICAL ATTACHMENT TYP.

METAL STUDS PER

FRAMING PLAN

GYPSUM BOARD PER

FINISH SCHEDULE
TYP.

BASE PER INTERIOR

FINISH SCHEDULE

BRIDGING - SPACING AS

REQUIRED

GYPSUM WALLBOARD PER

FINISH SCHEDULE

APPLIED VERTICALLY OR

HORIZONTALLY TO ONE SIDE OF
STUD ATTACHED WITH 1" TYPE
S - 12 BUGLEHEAD SCREWS

WITH ANTI-CORROSIVE
COATING AT 7" O.C. WITH END

JOINTS ON STUDS OR SOLID

BLOCKING STEEL MEMBERS
TYP..

PROTECTIVE GROMMETS

REQUIRED AT ALL

ELECTRICAL AND PLUMBING
PENETRATIONS.

METAL STUDS PER FRAMING
PLAN.

SET BOTTOM TRACK ON

FULL LAYER OF
CONTINUOUS 30# FELT

OVER DOUBLE CONTINUOUS

BEADS OF SILICONE CAULK

CONCRETE FIELD TILE PER ROOF
PLAN, OVER 1" X 2" BATTEN AND

COUNTER-BATTEN SUPPORTS

PER TILE MANUFACTURER'S
RECOMMENDATIONS.

CONCRETE ROOF TILE PER ROOF PLAN,
OVER 1" X 2" BATTEN AND COUNTERBATTEN SUPPORTS PER TILE MANUFACTURER'S RECOMMENDATIONS.

EXTERIOR CEMENT

PLASTER OVER LATH,

INSULATION BOARD AND

EXTERIOR SHEATHING
WHERE OCCURS.
18 GUAGE TOP
TRACK TYP.

PLYWOOD SHEAR WALL PER

FRAMING PLAN

WHERE OCCURS

DEEP LEG BOTTOM TRACK

FOR BASE BACKING
1 2
3 INSULATION PER TITLE 24
CALCS. TYP. AT CEILING
TRUSS BOTTOM CHORD.

GYPSUM BOARD TYP.

INSULATION PER TITLE
24 CALCS. TYP. AT
EXTERIOR STUDS.

CRAFT-FACED BATT
INSULATION PER TITLE 24
CALCS. TYPICAL AT ALL
EXTERIOR WALLS.

GYPSUM BOARD
TYP.

FOOTING PER

FOUNDATION PLAN

AT ALL EXTERIOR WALLS

ADJACENT TO CONCRETE
PAVING TYPICAL:
20 GAUGE X 10" ALLUMINUM

FLASHING UNDER BUILDING
PAPER. SET BOTTOM OF
FLASHING 5" BELOW TOP OF
FOOTING. BOND FLASHING TO

FOOTING WITH SOLID COAT OF
MASTIC.

BOTTOM OF WEEP SCREED

SHALL BE SET A MINUMUM OF
4" ABOVE FINISH GRADE SOIL
AND 2" MINIMUM ABOVE

FINISH PAVED SURFACES
TYPICAL.
1" = 1'-0" SCALE
ROOF EAVE AT GABLE END TYPICAL 6
ROOF SHEATHING PER ROOF PLAN.

PAINT.

METAL STUDS PER

FRAMING PLAN

EXTERIOR CEMENT

PLASTER OVER LATH,

INSULATION BOARD AND

EXTERIOR SHEATHING
WHERE OCCURS.
26 GAUGE GALV.

METAL DRIP

FLASHING SET UNDER
UNDERLAYMENT.
2X 8 DECORATIVE FACIA.

PAINT.
2X 4 ROOF RAFTER. PAINT.

ROOF TRUSS BOTTOM
CHORD.

GABLE TRUSS TOP CHORD
MANUFACTURED WITH NOTCHES @
24" O.C. FOR 2X4 FLAT.

CONCRETE ROOF TILE (NOT

SHOWN) PER ROOF PLAN AND

MANUFACTURER'S
RECOMMENDATIONS.
1" = 1'-0" SCALE
7 ROOF TRUSS
BOTTOM CHORD.

BLOCKING.
5/8" TYPE 'X' GYPSUM
BOARD TYP.

NOTE: SEAL AROUND

ALL OPENINGS WITH AN

APPROVED FIRE

RESISTIVE MATERIAL
TYPICAL.

GARAGE
1/2 HOUR SEPARATION @ GARAGE/DWELLING TYPICAL

ANCHOR BOLT PER
FOUNDATION DRAWINGS, .25"
THICK 3" X 3" SQ. PLATE

WASHER AND DOUBLE NUT,
ALL HOT DIP GALV.
15/32 5-PLY CD-X STRUCT. 1 F.I.
32/16 ROOF SHEATHING
SOLID BLOCKING TYP.

NAILER ADDED TO ADJUST
TILE TO PROPER HEIGHT.
26 GAUGE GALV.

METAL POWDERCOATED COVER
METAL.
26 GAUGE GALV.

METAL DRIP

FLASHING SET UNDER
UNDERLAYMENT.
2X DECORATIVE FACIA.

PAINT.
1/2" THICK, 2-COAT EXTERIOR

CEMENT PLASTER AND LATH
OVER 1" OWENS CORNING
FOAMULAR 250 (XPS) OVER
(2) LAYERS OF GRADE D
BUILDING PAPER OR (2)
LAYERS OF #15 TYPE 1 FELT

COMPLYING WITH ASTM D
226.

STUCCO OVER
DECORATIVE 4"

RADIUS FOAM

MOLDING (WHERE
OCCURS - SEE ELEV.)
12"
12"
8'-1"
8'-9"
12 4

GYPSUM BOARD OVER METAL

STUD CONSTRUCTION TYPICAL

GYPSUM BOARD CEILING

TYPICAL

ENGINEERED WOOD TRUSSES TYPICAL
- DEFFERRED SUBMITTAL -
1/2" THICK STUCCO
OVER 1" THICK R-4

OWENS CORNING
FOAMULAR 250 (XPS)

RIDGID FOAM INSULATION
COMBINED WITH R-15

OWNES CORNING

ECOTOUCH PINK

FIBERGLAS BATT

INSULATION BETWEEN
STUDS PER THE TITLE 24

ENERGY CALCULATIONS

AT EXTERIOR WALLS
TYPICAL.

CONCRETE SLAB. SEE
FOUNDATION PLAN TYP.

R-38 INSULATION PER TITLE 24 ENERGY
CALCULATIONS AT ATTIC TYPICAL.

R-13 BATT INSULATION PER TITLE 24 ENERGY
CALCULATIONS AT ATTIC TOP CHORD TYPICAL.

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GARON JAMES JOHN DARLING

PLATE HEIGHT

FINISH GRADE

FINISH FLOOR
RENEWAL DATE JULY 31 2027
12"

ROOF TILE REFLECTANCE/EMISSIVITY

0.26/0.90

RANGE HOOD WITH BACK-DRAFT
DAMPER. MOUNT SWITCH FOR FAN
ON WALL 46" A.F.F MAX.

BOX-IN HOOD VENT WITH
TEMPERED MASONITE. LAM. PLASTIC COUNTER TOP
SPLASH AND EDGE TYP.

NEAT BEAD OF CAULKING

BETWEEN TUB & FLOORING
TO MAKE JOINT WATER-TIGHT.

CURTAIN
ROD

SHOWER SPRAY

UNIT W/ HOSE

INSTALL SOLID BACKING

REINFORCEMENT
FOR FUTURE GRAB BARS.

SET BOTTOM SHELF OF

MEDICINE CABINET
AT 3'-4" A.F.F MAX.

FIBERGLAS TUB &

SHOWER ENCLOSURE

INSTALL SOLID BACKING

REINFORCEMENT
FOR FUTURE GRAB BARS.
2' 6 " 1' 8 " 2' 0 "
2' 6 " 2' 8 " 1' 0 "

DROP-IN
RANGE
6 "
1' 8 "
1' 8 "
3' 0 "
7' 10 "
6'-0"

TOE SPACE TOE SPACE
3 EQUAL SIZE 2'-6"
2' 8 "
3'-0 " 1' 6 " 2' 6 "
2' 0 "
1' 3 " 1' 0 "
2' 0 "
1' 0 " 1' 3 "
1' 8"

REFRIGERATOR
2' 1" 5"
10'-6" VERIFY
SCALE" 1/4" = 1' 0 "

KITCHEN ELEVATION
3' 2 "
1'-7"
6 " 6 "
2' 6 "
MIRROR2'4"X3'0"
1' 6 " CL
3' 0 "
3' 4 "
3' 0"
3' 4 "
2' 6 "
3' 2 "
SCALE" 1/4" = 1' 0 "
BATH ELEVATION TYPICAL 5 4
8/11/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4
A-2

SECTION A
3/8"= 1'-0" SCALE
CITY SUBMITTAL MODEL 1374
4 BEDROOM
INT. FINISH SCHED., DOOR &
WINDOW SCHED., INT. ELEVS.SECT. A AND DETAILS

6.24.24 4.5.25 EAVE AND RAKE CHANGE TO 12"
CITY SUBMITTAL 8.11.25
335
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OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesproperty. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationmon law copyright or other reserved GARON J. .J. DARLING
ARCHITECT thereof furnished by Garon J. J. Darling Architect are and shall remain its of Garon J.J. Darling Arcitect comrights.
2259 PASEO DEL MARSAN PEDRO, CA. 90732 (310)619-9540
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RENEWAL DATE JULY 31 2027 12'-0"
(4) 12" X 18" SHEET

METAL LOUVERS WITH

BUG SCREEN
12" EAVE OVERHANG

WITH DECORATIVE

STUCCO COATED EPS

FOAM EAVE MOLDING
TYPICAL.
15'-0 1/2"
LANTERN STYLE SCONCES.
(1) 18" DIAMETER SHEET METAL
LOUVERS WITH BUG SCREEN. COLOR TO
MATCH TILE. 2" THICK FURRING AND
STUCCO CICULAR FRAME.
(2) HORIZONTAL AND (1) VERTICAL DECORATIVE
WROUGHT - IRON BARS AND 2 1/2" THICK FURRING
AND STUCCO CICULAR FRAME.
(2) O'HAGIN CLOAKED VENT TILES MODEL NO. 50046-S
IIC-ES NO. SBCCI-9650A. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS. MOUNT CENTERED OVER ENTRY
DOOR AND WITHIN THE LOWER PORTION OF ATTIC.

ALL EXTERIOR WALLS TO BE FINISHED IN
STUCCO.

NOTE: STUCCO COLOR AND TEXTURE TO

BE SUBMITTED TO THE CITY OF

COACHELLA FOR REVIEW AND
APPROVAL TYP.
12" 12" OVERHANG TYP.

OVERHANG
TYP.
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.

CONCRETE TILE - COLOR
SELECTED BY OWNER.
(3) O'HAGIN CLOAKED VENT TILES MODEL NO. 50046-S
IIC-ES NO. SBCCI-9650A. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS. MOUNT CENTERED OVER WALL,

EQUALLY SPACED AND WITHIN THE LOWER PORTION OF
ATTIC.

SOLAR PANEL.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING 2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING (2) 18" X 12" SHEET

METAL LOUVERS WITH

BUG SCREEN
(4) 12" X 18" SHEET

METAL LOUVERS WITH

BUG SCREEN
COND. UNIT ON
CONC. PAD.

SOLAR PANEL.
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
9/29/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR
45-701 MONROE ST.INDIO, CA 92201
1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE

COACHELLA VALLEY HOUSING COALITION
1 2
3 4
A-3
FRONT - SOUTH ELEVATION - 4 BEDROOM TYPE MORN 1
RIGHT SIDE - EAST ELEVATION - 4 BEDROOM TYPE MORN 1 LEFT SIDE - WEST ELEVATION - 4 BEDROOM TYPE MORN 1 BACK - NORTH ELEVATION - 4 BEDROOM TYPE MORN 1

ELEVATIONS

CITY SUBMITTAL

CITY SUBMITTAL
MODEL 1374
4 BEDROOM

5.24.24 4.5.25 REVISE EAVE AND RAKE TO 12" 8.11.25

9.29.25 REVISE WINDOW TRIM ADD SOLAR
336
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RENEWAL DATE JULY 31 2027
2020 MG/KG
4900 MG/KG SEVERE

SOIL CONTENT CATEGORY
S2

AGGRESSIVE

FERROUS METALS SEVERELY CORROSIVE

COPPER AGGRESSIVELY CORROSIVE

CONCRETE SEVERELY CORROSIVE

REINFORCING STEEL AGGRESSIVELY CORROSIVE

MATERIAL CLASSIFICATION

CORROSION CONTROL MEASURES

SULFATE

CONCENTRATION

CHLORIDE

CONCENTRATION
ANIONS

ALL PIPES, APPURTENANCES, AND FITTINGS NOT

PROTECTED BY CATHODIC PROTECTION, COAT BARE
METAL SUCH AS VALVES, BOLTS. FLANGE JOINTS,

JOINT HARNESSES, AND FLEXIBLE COUPLINGS WITH
WAX TAPE PER AWWA C217 AFTER ASSEMBLY.

WHERE METALIC PIPELINES PENETRATE CONCRETE

STRUCTURES SUCH AS BUILDING FLOORS, VAULT

WALLS, AND THRUST BLOCKS, USE PLASTIC SLEEVES,

RUBBER SEALS, OR OTHER DIELECTRIC MATERIAL TO

PREVENT PIPE CONTACT WITH THE CONCRETE AND
REINFORCING STEEL.

PREVENT DIFFERENTIAL AERATION CORROSION
CELLS BY PROVIDING AT LEAST 2 INCHES OF PIPE

BEDDING OR CLEAN NON-CORROSIVE BACKFILL

MATERIAL ALL AROUND METALIC PIPING, INCLUDING
THE BOTTOM. DO NOT LAY PIPE DIRECTLY ON
UNDISTURBED SOIL.

GENERAL:

ACI-318 SOIL

CLASSIFICATION

SITE SOIL IS NOT SUITABLE FOR USE AS BACKFILL
DUE TO CORROSION POTENTIAL PER CALTRANS.

ALL PIPE:

STEEL PIPE:

UNDERGROUND STEEL PIPE WITH RUBBER

GASKETED, MECHANICAL, GROOVED END, OR OTHER

NONCONDUCTIVE TYPE JOINTS SHOULD BE BONDED
FOR ELECTRICAL CONTINUITY. ELECTRICAL

CONTINUITY IS NECESSARY FOR CORROSION
MONITORING AND CATHODIC PROTECTION.

INSTALL CORROSION MONITORING TEST STATIONS

TO FACILITATE CORROSION MONITORING AND THE
APPLICATION OF CATHODIC PROTECTION:

A. AT EACH END OF THE PIPELINE.

B. AT EACH END OF ALL CASINGS.

C. OTHER LOCATIONS AS NECESSARY SO THE

INTERVAL BETWEEN TEST STATIONS DOES NOT
EXCEED 1,200. FEET.

TO PREVENT DISSIMILAR METAL CORROSION CELLS

AND TO FACILITATE THE APPLICATION OF CATHODIC

PROTECTION, ELECTRICALLY ISOLATE EACH BURIED
STEEL PIPELINE PER NACE SP0286 FROM:

1. 2.

3. A. DISSIMILAR METALS.

B. DISSIMILARLY COATED PIPING (CEMENT-MORTAR
VS. DIELECTIC).

C. ABOVE GROUND STEEL PIPE.

D. ALL EXISTING PIPING.

4. APPLY A SUITABLE DIELECTRIC COATING INTENDED
FOR UNDERGROUND USE SUCH AS:

A. POLYURETHENE PER AWWA C222 OR,
B. EXTRUDED POLYETHYLENE PER AWWA C215 OR,
C. A TAPE COATING SYSTEM PER AWWA C214 OR,
D. HOT APPLIED COAL TAR ENAMEL PER AWWA C203 OR,
E. FUSION BONDED EPOXY PER AWWA C213.

5. APPLY CATHODIC PROTECTION TO STEEL PIPING AS
PER NACE SP0169.

1. PROTECT CAST IRON SOIL PIPE WITH EITHER A
DOUBLE WRAP 4-MIL OR SINGLE WRAP 8-MIL
POLYETHYLENE ENCASEMENT PER AWWA C105.

2. IT IS NOT NECESSARY TO BOND THE PIPE JOINTS OR
APPLY CATHODIC PROTECTION.

3. PROVIDE 6 INCHES OF CLEAN SAND BACKFILL ALL
AROUND THE PIPE. USE THE FOLLOWING
PARAMETERS FOR CLEAN SAND BACKFILL:

CAST IRONSOIL PIPE (IF USED IN LIEU OF PVC/ABS):

A. A MINIMUM SATURATED RESISTIVITY OF NO LESS
THAN 3,000 OHM-CM; AND,
B. PH BETWEEN 6.0.AND 8.0.

C. ALL BACKFILL TESTING SHOULD BE PERFORMED
BY A CORROSION ENGINEERING COMPANY.

1. COPPER TUBING:

USE TYPE K OR TYPE L COPPER TUBING AS

REQUIRED BY THE APPLICABLE LOCAL PLUMBING
CODE. TYPE M TUBING SHALL NOT BE USED FOR
BURIED APPLICATIONS.

2. 3.

ELECTRICALLY INSULATE UNDERGROUND COPPER

PIPE FROM DISSIMILAR METALS AND FROM ABOVE

GROUND COPPER PIPE WITH INSULATING DEVICE PER
NACE SP0286.

ELECTRICALLY INSULATE COLD WATER PIPING FROM
HOT WATER PIPING SYSTEMS.

4. PROTECT BURIED COPPER TUBING BY ONE OF THE
FOLLOWING MEASURES.

A. PREVENT SOIL CONTACT. SOIL CONTACT SHALL BE

PREVENTED BY PLACING THE TUBING ABOVE

GROUND OR BY ENCASING THE TUBING USING PVC
PIPE WITH SOLVENT-WELDED JOINTS. EITHER SEAL

THE PVC PIPE AT BOTH ENDS OR TERMINATE BOTH

ENDS ABOVE-GRADE IN A MANNER THAT DOESN'T
ALLOW WATER TO INFILTRATE.

B. INSTALL COPPER PIPE WITH A FACTORY-APPLIED
COATING THAT IS AT LEAST 25 MILS IN THICKNESS.

USE KAMCO'S AQUA SHIELD, MUELLER STEAMLINE'S
PLUMBSHIELD, OR EQUAL. THE COATING MUST BE
CONTINOUS WITH NO CUTS OR DEFECTS.

C. INSULATE THE PIPE BY INSTALLING 12-MIL

POLYETHYLENE PIPE WRAPPING TAPE WITH BUTYL
RUBBER MASTIC OVER A SUITABLE PRIMER. PROTECT

WRAPPED COPPER TUBING BY APPLYING CATHODIC
PROETCTION PER NACE SP0169.

PLASTIC AND VITRIFIED CLAY PIPE:

1. 2.

NO SPECIAL CORROSION CONTROL MEASURES ARE
REQUIRED FOR PLASTIC AND VITRIFIED CLAY PIPING.

PROTECT ALL METALLIC FITTINGS AND VALVES WITH
WAX TAPE PER AWWA C217, OR WITH EPOXY AND

APPROPRIATELY DESIGNED CATHODIC PROTECTION
SYSTEM PER NACE SP0169.

1. CONCRETE STRUCTURES AND PIPE:

2. CHLORIDE CONCENTRATIONS ARE AT LEVELS WHERE

ADDITIONAL PROTECTIVE MEASURES ARE REQUIRED

TO PROTECT STEEL AND IRON EMBEDDED IN
CONCRETE FROM CHLORIDE ATTACK. THIS APPLIES

TO SUCH ITEMS AS REINFORCING STEEL AND

ANCHOR BOLTS, (BUT NOT POST-TENSIONING

STRANDS AND ANCHORS WHICH HAVE SEPERATE
REQUIRMENTS).

EXPOSED SLAB EDGE AND EXTERIOR FOUNDATION

FACES SHALL BE COATED WITH A PERMANENT
WATERPROOFING MEMBRANE.

STEEL REINFORCING SHALL BE SET SO AS TO
PROVIDE A MINIMUM 3" COVER OF DENSELY

CONSOLIDATED CONCRETE (BY USE OF A VIBRATOR)
TO SOIL CLEARANCE TYPICAL.

ALL WALL ANCHOR BOLTS AND ALL HOLD DOWN
ANCHOR BOLTS SHALL BE HOT DIP GALV. TYP.
'STRAP-TYPE' HOLD DOWN ANCHORS ARE NOT
ALLOWED. ONLY SOLID ROUND BAR STEEL, HOT-DIP
GALV. ANCHORS ARE PERMITTED.

NO METALIC WATER PIPES OR CONDUITS SHALL BE
PLACED BEFLOW FOUNDATIONS.

COPPER WATER PIPING (EXCEPT FOR TRAP PRIMERS)
SHALL NOT BE PLACED UNDER FLOOR SLABS. ALL
COPPER PIPING WITHIN 18 INCHES OF THE GROUND

SURFACE SHALL BE SLEEVED WITH PVC PIPING TO
PREVENT CONTACT WITH SOIL. THE TRAP PRIMER

SHALL BE COMPLETELY ENCAPSULATED IN A PVC
SLEEVE.

PRESSURIZED WATERLINES SHALL NOT BE PLACED
UNDER THE FLOOR SLAB.

THE CONCRETE SHALL BE PLACED DIRECTLY ON THE
VAPOR BARRIER. THE VAPOR BARRIER SHALL BE
PLACED DIRECTLY ON A 4" THICK LAYER OF 1/2"

CLEAN AGGREGATE BASE AS REQUIRED TO PEOVIDE
A CAPILLARY BREAK PER ACI 302.2R-06.

PROVIDE 10 MIL POLYETHYLENE VAPOR BARRIER -
SEAL MINIMUM 8" LAP AT VAPOR BARRIER JOINTS
WITH STEGO TAPE OR APPROVED EQUAL. THE VAPOR
BARRIER SHALL BE PROTECTED FROM PUNCTURE.

TURN DOWN VAPOR BARRIER AT FOOTING TO EXTEND

UNDER FOOTING AND BACK UP AT EXTERIOR FACE TO

FINISH GRADE LEVEL PER THE WIRE REINFORCEMENT
INSTITUTE (WRI) RECOMMENDATIONS. THE VAPOR

BARRIER SHALL BE PLACED DIRECTLY UNDER THE
CONCRETE.

PROTECT CONCRETE STRUCTURES AND PIPE FROM

SULFATE ATTACK IN SOIL WITH A SEVERE SULFATE
CONCENTRATION (S2), FROM 0.20 TO 2.0 PERCENT.

USE ASTM C150 TYPE V CEMENT, A MAXIMUM WATER/
CEMENT RATIO OF 0.40, AND A MINIMUM STRENGTH
OF 5000 P.S.I.

A. INSTALL PROTECTIVE CONCRETE USING A

CONCRETE MIX DESIGNED TO PROTECT EMBEDDED

STEEL AND IRON WITH THE INCLUSION OF

CORROSION INHIBITOR ADMIXTURE AND/OR

SUPPLEMENTARY CEMENTIOUS MATERIALS (SUCH AS

FLY ASH AND SILICA FUME) BASED ON THE
FOLLOWING PARAMETERS:

I. CHLORIDE ION CONTENT.

II. SERVICE LIFE OF 40 YEARS MINIMUM.

III. CONCRETE COVER OF 3" CLEAR FOR FOOTINGS
AND 2" CLEAR FOR SLAB.

IV. THE CURRENT BUILDING CODE.

B. INSTALL WATERPROOF CONCRETE.

WATERPROOFING FOR CONCRETE SHALL BE THE
FOLLOWING:

I. A 4" LAYER OF 1/2" CLEAN AGGREGAE GRAVEL
CAPILARY BREAK UNDER THE CONCRETE.

CONCRETE STRUCTURES CONTINUED:
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 GENERAL NOTES
A-4 6.24.24 CITY SUBMITTAL 8.11.25
337
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JOB

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OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Garon J.J. Darling Arcitect common law copyright or other reservedrights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540

SIMPSON
HDU6.

SIMPSON
STHD14.

SIMPSON
HDU6. SIMPSON
HDU6.

SIMPSON
SSWAB.

SIMPSON
STHD14.

TRUSS GIRDER

POINT LOAD
TYP.

S-2
15 TYP.

S-2
13 TYP.

S-2
13 NOTE:

SLOPE FINISHED SURFACE OF
GARAGE SLAB DOWN 1/8"

VERTICAL PER LINEAL FOOT

HORIZONTAL AWAY FROM

LIVING AREA TOWARDS GARAGE
DOOR.
1" DIA. ANCHOR
BOLT TYP.
1" DIA. ANCHOR
BOLT TYP.

TYP.

S-2
15 TYP.

S-2
17 TYP.

S-2
13 PAD FOOTING CENTERED ON
SIMPSON SSW 18X7 - 42" X 72"
X16" DEEP W/ #5 BARS @ 10"
O.C. EACH WAY TOP AND
BOTTOM - SEE SHEET SSW1
AND SSW4.

PAD FOOTING

CENTERED ON
SIMPSON SSW 18X7 -
42" X 72" X16" DEEP
W/ #5 BARS @ 10"
O.C. EACH WAY TOP

AND BOTTOM - SEE
SHEET SSW1
AND SSW4.
2'-6" x 2'-6" x 12" DEEP

PAD FOOTING CENTERED

UNDER TRUSS GIRDER W/
(3) #5 BARS

HOZRIZONTAL EACH WAY
& 3" CLEAR FROM

BOTTOM AND SIDE TO
SOIL. TOP OF PAD SHALL
BE SET 6" MIN. BELOW
FINISH GRADE.
4" THICK SLAB ON
GRADE WITH #3 BARS @
18" O.C. EACH WAY AT
MID-DEPTH.

SIMPSON
STHD14.

SHEAR WALL AND

HOLD DOWNS CLEAR

TO METERS
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GARON JAMES JOHN DARLING

SIMPSON
HDU6.

TYP.

S-2
16 2'-6" x 2'-6" x 12" DEEP

PAD FOOTING CENTERED

UNDER TRUSS GIRDER W/
(3) #5 BARS

HOZRIZONTAL EACH WAY
@ 3" CLEAR FROM
BOTTOM.

SIMPSON
HDU6.

SLOPE DOWN ALL

EXTERIOR SURFACES
OF CONCRETE 1/4"

PER FOOT AWAY

FROM EXTERIOR
WALL

SIMPSON
STHD14.

1. SIMPSON STHD14 AND S/HDU6 AS CALLED
OUT. 5/8 DIAMETER HOT-DIP GALV, ANCHOR
BOLT WITH 10" MINIMUM EMBEDMENT INTO
FOOTING. INSTALL PER MANUFACTURERS

RECOMMENDATIONS INTO MONOLITHIC POUR

ONLY (NO HORIZONTAL COLD JOINT IS
ALLOWED WITHIN THE EMBEDMENT DEPTH).

SECURE PLACEMENT WITH SIMPSON SM1 OR

SIMPSON ANCHORMATE PRIOR TO POUR
TYPICAL.

2. VERIFY LOCATIONS OF ALL HOLDDOWNS

AND ALL ANCHOR BOLTS FOR HOLDOWNS

WITH SHEAR WALL PLAN AND DIMENSIONS ON
FLOOR PLAN TYPICAL.

RENEWAL DATE JULY 31 2027
1 1
1 1
3 2 2
3 3

SIMPSON STRONG WALL
8'
INTERIOR NON-LOAD BEARING WALLS: STUD AND TRACK
MATERIAL SHALL BE 25 GAUGE TYPICAL UNLESS NOTED
OTHERWISE.

PROVIDE SOLID BLOCKING AT ALL

DOOR SWING (DOOR KNOB) TO
WALL LOCATIONS.

ALL ROOF TRUSSES SHALL BEAR DIRECTLY ON A STUD.

CENTERLINE OF TRUSS TO CENTERLINE OF THE BEARING STUD
UNDER SHALL NOT EXCEED 1/2" MEASURED HORIZONTALLY.
4'
HEADER
HEADER
8'
HEADER
HEADER
1 1
DOUBLE 8" X 1 5/8"
16 GAGE HEADER
DOUBLE 8" X 1 5/8"
16 GAGE HEADER
DOUBLE 8" X 1 5/8"
16 GAGE HEADER
1 HEADER
TYP.

S-2
3 TYP.

S-2
1 HEADER
TYP.

S-2
5 TYP.

S-2
5 S-2
7 TYP. @
ALL

EXTERIOR
WALLS
TYP.

S-2
6 TYP.

S-2
4 TYP. @
ALL

EXTERIOR
WALLS
1 A-2
10 PROVIDE BACKING IN

WALL FOR DOOR KNOB
PROTECTION TYP.

PROVIDE BACKING IN

WALL FOR DOOR KNOB
PROTECTION TYP.

TYP.

S-2

PROVIDE BACKING IN

WALL FOR WALL

MOUNTED FIXTURES
TYP.

TYP.

S-2
4x4 SOLID BLOCKING DRAG BETWEEN EACH
TRUSS BOTTOM CHORD. SECURE EACH BLOCK
WITH ST12 STRAP EACH END OF BLOCK ACROSS
TRUSS CHORD TO BLOCK TYP.

TYP.

S-2
9 SECURE DRAG TRUSS TO SHEARWALL WITH SIMPSON LTP5 @
12" O.C. WITH (7) #10 TO SHEAR WALL SHEATHING AND
TOP TRACK AND (7) 8D X 1 1/2" COMMON NAILS TO
BOTTOM CHORD OF TRUSS.(TRACK SHALL BE 18 GAUGE).

TYP.

S-2
5 TYP.

S-2
10 14'
DOUBLE 12" X 1 5/8 16 GAGE HEADER
HEADER
1 1
1 1
HEADER 1
1 10

HEADER SCHEDULE
DOUBLE (BOXED) 12" X 1 5/8"
18 GAUGE HEADER
CLARKDIETRICH 1200 S 162-43 - SEE
S-2
3 S-2
4 OR
TYP.

S-2
4 HEADER 1
TYP.
8 S-2
PROVIDE 1/2" VERTICAL

GAP AND SIMPSON STC
WITH (2) #8 AT BASE TO
TOP TRACK AND (1) #8
AT SLOT TO TRUSS @ ALL

INTERIOR NON-BEARING
WALLS TYP.

TRIPPLE STUDS UNDER
TRUSS GIRDER.

S-2
11 SIM.

SIMPSON STRONG WALL
SSW18x7

SIMPSON STRONG WALL
SSW18x7
S-2
23 EXTEND SHEAR PANEL AND

FRAMING TO UNDERSIDE OF
ROOF SHEATHING.
8' 4'
TYP.
8 S-2
8' 12'
CALCS ON PAGE M2 CALL FOR (2) 12" X 1 5/8
16 GAGE HEADER AND A BOX HEADER THAT
MATCHES 4/S-2 FOR OUT-OF-PLANE.

SHEAR WALL AND HOLD

DOWNS SHALL BE

LOCATED TO AVOID
METERS.

S-2
21 SIM
12'
DRAG/GIRDER TRUSS [V=4.4K]
SIMPSON S/DSC5 (R OR L - CONTRACTOR TO VERIFY)

HORIZONAL INSTALLED TO SECURE SHEAR WALL TO TRUSS
GIRDER. (20) #10 HH TO SHEAR WALL 18 GAUGE TOP TRACK
AND (20) 10D COMMON NAILS TO TRUSS GIRDER.

GABLE END TRUSS
[V=180 PLF]
SIMPSON CMSTC16 X 18'-0" LONG STRAP HORIZONAL
INSTALLED TO SECURE SHEAR WALL TO 4X4 TRUSS
BLOCKING. (20) #10 HH TO SHEAR WALL 18 GAUGE TOP
TRACK AND (12) 16D COMMON NAILS TO 4X4 BLOCKING
TYP.

DRAG TRUSS [V=5.7K]

DIRECTLY ABOVE WALL
- ALIGN WITH
SHEARWALL.

GABLE END TRUSS
[V=180 PLF]
16'-0"

PROVIDE BACKING FOR
CABINETS TYP.

GABLE END TRUSS
[V=180 PLF]
2'-0" LENGTH OF CMSTC @ SHEAR WALL
18 GAUGE TOP TRACK
2'-0"

INTERIOR WALLS THAT ARE NOT IDENTIFIED AS
SHEAR WALLS: ALL STUD AND ALL TRACK
MATERIAL SHALL BE OF ASTM A1003 GRADE 33

TYPE H STEEL FOR MEMBERS WITH A DESIGNATION
THICKNESS OF 18 MIL (25 GAUGE). STUDS SHALL
BE 3 5/8" X 1 1/4" [350S125-18] @ 16"O.C.

TYP. UNLESS NOTED OTHERWISE
The design, timing, implementation and
construction of the temporary bracing
of the structure and its elements during
construction are all the responsibility of
the general contractor.

ALL EXTERIOR WALLS AND ALL SHEAR WALLS:

ALL STUD AND ALL TRACK (EXCEPT FOR TOP
TRACK) MATERIAL SHALL BE OF ASTM A1003
GRADE 33 TYPE H STEEL FOR MEMBERS WITH A
DESIGNATION THICKNESS OF 33 MIL (20 GAUGE).

STUDS SHALL BE 3 5/8" WEB X 1 5/8" FLANGE
[362S162-33] @ 24"O.C. MAX. (NOTE EXCEPTION
@ PLUMBING WALLS). BOTTOM TRACK SHALL BE
362T125-33 (20 GAUGE). TOP TRACK MATERIAL
SHALL BE 43 MIL (18 GAUGE) 362T125-43. ALL
EXTERIOR WALLS SHALL HAVE BRIDGING AT MIDHEIGHT PER 5/S-2 -OR- ALL EXTERIOR WALLS

SHALL BE PROVIDED WITH TEMPORARY BRACING

TO REMAIN UNTILL AT A MINIMUM ALL WALL

SHEATHINGS (GYPSUM BOARD AND OSB WOOD

PANELS) ARE SECURELY INSTALLED INCLUDING
ALL REQUIRED FASTENERS. ALL WALLS SHALL BE
SHEATHED ON BOTH SIDES TYP.

WALL FRAMING NOTES
ALL LOAD BEARING AND EXTERIOR WALLS: STUD AND ALL

TRACK (EXCEPT FOR TOP TRACK) MATERIAL SHALL BE OF ASTM
A1003 GRADE 33 TYPE H STEEL FOR MEMBERS WITH A
DESIGNATION THICKNESS OF 33 MIL (20 GAUGE). TOP TRACK
MATERIAL SHALL BE 43 MIL (18 GAUGE). ALL LOAD BEARING
EXTERIOR WALLS SHALL HAVE BRIDGING AT MID-HEIGHT PER 5/ S-2. SEE WALL FRAMING NOTES THIS SHEET.
1 2
3 1
TYPE

METAL STUD AND WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE

FASTENER

IN THE FIELD

FASTENER

AT PANEL
EDGES
PANEL

MATERIAL

STUD AND
TRACK
MATERIAL***

NOMINAL
SHEAR*

FRAMING ANCHOR
@ TOP ANCHOR BOLTS

SEISMIC

ALLOWABLE
SHEAR**
7/16" OSB ONE SIDE
7/16" OSB ONE SIDE
33 MILS
33 MILS
43 MILS
#8 X 1"
@ 6" O.C.
#8 X 1"
@ 4" O.C.
#8 X 1"
@ 2" O.C.
#8 X 1"
@ 12" O.C.
#8 X 1"
@ 12" O.C.
#8 X 1"
@ 12" O.C.
5/8" DIA. @ 36" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
5/8" DIA. @ 32" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
5/8" DIA. @ 12" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
L50 @ 20" O.C.

L50 @ 14" O.C.

L50 @ 9" O.C.
700 PLF
915 PLF
2060 PLF
280 PLF
366 PLF
824 PLF
350 PLF
(ASD) WIND

ALLOWABLE
SHEAR****
457 PLF
1030 PLF

SHEAR WALL TYPE

SHEAR WALL LENGTH
LEGEND
8'
*** TOP TRACK
SHALL BE 43 MILS
(18 GAUGE).

NOTES:

1. ALL WOOD PANEL SHEAR WALLS SHALL BE IN ACCORDANCE WITH AISI S213.

2. WALL STUDS SHALL BE IN ACCORDANCE WITH AISI S200, AISI S211 OR ANSI S100.

3. SHEAR VALUES FOR STEL SHEETS OR COLD-FORMED STEEL FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS SHALL CONFORM WITH THE REQUIREMENTS IN AISI-LATERAL C2.2.1 AND C2.2, RESPECTIVELY.

4. ALLOWABLE VALUES SHALL BE IN ACCORDANCE WITH TABLE C2.1-3, TAKING IN TO ACCOUNT THE CORRESPONDING REDUCTIONS PER C2.1 (ANSI-LATERAL).

5. SCREW EDGE DISTANCE SHALL BE 1/2" TYPICAL.
* PRIOR TO

REDUCTION FACTOR
** AFTER OMEGA 2.5

REDUCTION FACTOR
**** AFTER OMEGA 2.5

REDUCTION FACTOR

6. ALL SHEAR WALL SILL PLATE BOLTS SHALL HAVE 8" MINIMUM EMBEDMENT IN FOOTING UNLESS NOTED OTHERWISE.

7. SHEAR PANELS LESS THAN 6' LONG SHALL HAVE A MINIMUM OF 3 ANCHOR BOLTS IN ADDITION TO HOLDDOWNS.

8. STUD AND TRACK MATERIAL SHALL BE OF ASTM A1003 GRADE 33 TYPE H STEEL FOR MEMBERS WITH A DESIGNATION THICKNESS OF 33 AND 43 MIL.

9. #8 FASTENERS = SIMPSON 'X METAL SCREWS' #8 X 1" LONG (ICC ESR-3006). 7/16" OSB TWO SIDES
Ss=
S1=
Fa=
Fv=
Ie=
R=
Cd=

1.0 1

6.5 3
Sds
Sd1

DESIGN CATEGORY

SITE CLASS
Vs=
Cs=
OMEGA=
D
CsW

STRUCTURAL DESIGN CRITERIA

1. ROOF LIVE LOAD = 20 PSF
FLOOR LIVE LOAD = 40 PSF

3. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE
UTILIZING THE FOLLOWING:

A. PROCEDURE - EQUILIVANT LATERAL FORCE ANALYSIS (Rho = 1.0) B. SYSTEM - LIGHT-FRAMED WOOD SHEAR WALLS WITH RATED SHEATHING.

DESIGN LOADS

1.878g

0.783g

1.7 1.252g

0.887g
E

0.193W

2.5 2. WIND ANALYSIS PER CHAPTER 16 OF THE CODE.

RISK CATEGORY = II
BASIC WIND SPEED, V = 97 MPH
EXPOSURE = C
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
N 1/4"= 1'-0" SCALE N 1/4"= 1'-0" SCALE S-1 WALL FRAMING AND SHEAR WALL PLAN - 4 BEDROOM UNIT FOUNDATION PLAN - 4 BEDROOM UNIT 3 CITY SUBMITTAL 4 MODEL 1374 4 BEDROOM FOUNDATION PLAN, WALL FRAMING AND SHEAR WALL PLAN, SHEAR WALL

SCHEDULE, DESIGN CRITERIA

6.10.24 CITY SUBMITTAL 8.11.25
338
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GYPSUM BOARD

TRUSS/SHEARWALL

CONNECTION DETAIL TYPICAL

GYPSUM BOARD
TRUSS

BOTTOM CHORD

FRAMING ANCHOR

PER SHEAR WALL

SCHEDULE

TRUSS TOP CHORD

TRUSS BOTTOM CHORD

TRUSS/SHEARWALL DRAG

CONNECTION DETAIL TYPICAL
2X NAILER

ROOF SHEATHING

PER ROOF PLAN
INFILL 2X
STUDS @ 16"
O.C. @

EXTERIOR
TYPICAL.

TRUSS TOP
CHORD
2X BLOCKING
W/ 16D @ 8"
O.C. TO NAILER

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

ROOF SHEATHING

PER ROOF PLAN
TRUSS

BOTTOM CHORD

GABLE END TRUSS STEP TYPICAL
STUDS

ALIGN STUD

DIRECTLY UNDER

TRUSS TYPICAL

EDGE FASTENERS

PER SHEAR WALL

SCHEDULE

SHEAR WALL PER

SCHEDULE

TOP TRACK
2X4 BLOCKING
@ 4'-0" O.C.
18 GAGE TOP
TRACK
13 14
15 16
17 18
19 20
21 22

TOP TRACK

DOUBLE STUDS
@SHEAR WALL
END TYP.

SIMPSON MSTA24

HORIZONTAL
WITH (9) - 8D X 1
1/2" TO TRUSS
AND (9) - #10 TO
TRACK TYP.

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

TRUSS TOP CHORD

SIMPSON
A35 @16"
O.C.
2X FLAT @48" O.C.

WITH (2) 16D END

NAILS EACH END
STUDS
18 GAGE TOP
TRACK
2X FLAT SOLID

BLOCKING
TRUSS
23 SIMPSON LTP5 @
12" O.C. WITH (7) -
8D X 1 1/2" TO
TRUSS AND (7) -
#10 TO

SHEATHING AND
TRACK TYP.

BOTTOM CHORD

OF TRUSS

GABLE END TRUSS

BOTTOM CHORD ABOVE
18 GAUGE KING
STUD TYP.
18 GAUGE CRIPPLE
STUD TYP.

SIMPSON A35 - 18 GAUGE

TOP TRACK TO BOTTOM CHORD
OF GABLE END TRUSS.

WRAP COLUMN
WITH 1/2" OSB
TYP.

METAL STUD EACH
CORNER TYP.

METAL STUD FRAMING

PER FRAMING PLAN
U.N.O.

PLAN VIEW
BOX COLUMN @ GABLE END TRUSS

CONNECTION DETAIL TYPICAL

TOP TRACK

DOUBLE STUDS
@SHEAR WALL
END TYP.

TRUSS BOTTOM
CHORD
SIMPSON HTS 24

HORIZONTAL WITH
(12) - 8D X 1 1/2" TO
TRUSS AND (12) -
#10 TO TRACK TYP.

METAL STUD SHEAR

WALL FRAMING PER

FRAMING PLAN

TRUSS/SHEARWALL DRAG CONNECTION

DETAIL TYPICAL - ALTERNATE B
AT SHEAR WALL, ADD (2)
SIMPSON A35(S) WITH (6) 8D X 1
1/2" TO BOTTOM CHORD AND (6)
#10 TO TOP TRACK AT TRUSS/TOP

TRACK CONNECTION ON OPPOSITE
SIDE OF LTP4(S) REQUIRED BY
SHEAR WALL SCHEDULE.

STAGGER A35(S) WITH THE
LTP4(S) TYP.

NOTE: SIMPSON
LTP4(S) REQ'D BY
SHEAR WALL SCHED.

BEHIND NOT SHOWN
8" MIN.
3" CLR.

CONT.

CAULKING
LAP 30
BAR DIAM.

AT SPLICE
U.N.O. 9"
18"

EXTERIOR FOOTING

EXTERIOR FOOTING
INTERIOR FOOTING 12"
& BOTTOM
8" MIN.
3" CLR.

TYPICAL NOTES

SEE FOR
2-#4 top
& bottom
8" MIN.
3" CLR.

TYPICAL NOTES

SEE FOR
12" U.N.O.
2-#4 T & B
2-#4 TOP
12"
12" U.N.O.
3" CLR.

TYP..
3 1/2"

FLOORING
5/8" DIA. x 8" EMBEDMENT MIN. A.B. @ 6'-0" O.C. MIN. & 12" FROM ENDS AT ALLWALLS UNLESS NOTED OTHERWISE.

AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR ANCHOR
BOLT & SPACING.
26 GA. GALV. METAL

DRIP SCREED

EXTERIOR PLASTER
#4 @ 36" O.C.

PRE-DRILL WOOD FORMS FOR HORIZ STEEL

WHERE SLAB OCCURS ON BOTH SIDES, ALTERNATE
BEND DIRECTION @ 36" O.C. TYP.

LOWEST
FINAL ADJ.

GRADE
STUDS

AT SHEAR WALL

EDGE FASTENER

PER SHEAR WALL

SCHEDULE

BEAD UNDER
BOTTOM
TRACK
GYP. BD. PROVIDE 1/4" VERT. GAP
@ CONCRETE TYP.
8"
8"

SIMPSON SB
5/8 X 24
WITH 18"

EMBEDMENT
MIN. AT
HDU6
12"
12"
3" CLR.

TYPICAL NOTES

SEE FOR
12"

ALTERNATIVE MONOLITHIC POUR
EXTERIOR FOOTING AT 1 STORY TYPICAL. 8" MIN. 15"
13 13
13 2-#4

TOP & BOTTOM
& BOTTOM
2-#4 TOP
12"
12"
3" CLR.

TYPICAL NOTES
SEE FOR 13
INTERIOR FOOTING DEEPENED @ SHEAR

WALL HOLD DOWN ANCHOR BOLT
A
O
N

GARON JAMES JOHN DARLING
S
T
I C L
A
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F F A
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A R CHI
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SN
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C - 23697
12 INFILL 2X STUDS @
16" O.C. @ EXTERIOR
TYPICAL.

SHEAR PANEL

PER PLAN

EDGE FASTENER

PER SHEAR WALL

SCHEDULE

GABLE END TRUSS

BOTTOM CHORD
ROOF

SHEATHING

EDGE NAILING

PER SHEAR WALL

SCHEDULE
2X SOLID

BLOCKING

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

ROOF SHEATHING

SHEAR WALL

PER PLAN

SECURE EACH TRUSS

TO TOP PLATES WITH
SIMPSON H2.5 TYP.
4" ACTUAL THICK SLAB TYPICAL WITH #3 BAR @
18" O.C. EACH WAY SUPPORTED ON CONCRETE
CHAIRS TO ENSURE 2" CLEAR FROM BOTTOM OF
REBAR TO BOTTOM OF CONCRETE. PLACE

CONCRETE DIRECTLY OVER WATERPROOF
MEMBRANE WITH 4" MIN. LAPS SEALED OVER A
4" THICK LAYER OF COMPACTED 1/2" CLEAN
GRAVEL BASE.

RENEWAL DATE JULY 31 2027
Bottom Track Anchorage Low Velocity Fastener
NTS
NTS
1 2

ADDITIONAL

ANCHORAGE
@ JAMB

HEADER TRACK

INFILL STUD
JAMB

CRIPPLE STUD
#8 FRAMING SCREWS

AT ALL LOCATIONS
REQ'D
NTS

TYPICAL BASE

ANCHORAGE
STUD

BASE TRACK

INFILL STUD
3 4
NTS
Door Non-Load Bearing Single Track Header Single Jamb 5 NTS

CRIPPLE STUD INFILL STUD

HEADER TRACKS

CRIPPLE STUD
STUD

BASE TRACK
Wall Framing at Corner Track Lap Connection
NTS
6 FINISH

SURFACE
STUD
TRACK

CLIP TRACK FLANGE

AT LAP JOINT
Bridging Cold-Rolled Channel With Clip Angle 7
NTS
Door Load Bearing Boxed Header Boxed Jamb
JAMB

CRIPPLE STUD

INFILL STUD

HEADER TRACKS

OPTIONAL ATTACHMENT

IN PLACE OF ANGLE
AND
CRIPPLE STUD:

COPED FLANGE WEB

ATTACHMENT, EITHER

BY SCREWS AS PER
DESIGN

OR WELD TO JAMB
TRACK
SCREW

ATTACHMENT

SOLID BLOCKING
NTS
TRUSS TO BEARING WALL CONNECTION TYP. 8

SECURE BOXED HEADER
TO TRACK WITH (2) #10 HH @
8" O.C.
(1) # 10 HH TYP.

EACH FLANGE
HEADER

MEMBERS
TRUSS
BOTTOM
CHORD
NOTE: TRUSS TOP CHORD NOT SHOWN FOR CLARITY.

SIMPSON A35 AT EACH END

OF BLOCKING TO TRUSS
TYP.

Window Load Bearing Boxed Header Boxed Jamb

SECURE BOXED HEADER
TO TRACK WITH (2) #10 HH @
8" O.C.

HEADER

MEMBERS

PRE-INSULATE

EACH PIECE OF
DOUBLE

HEADER AND

JAMB CAVITY
WITH 1 1/2"
RIDGID

INSULATION
DURING
FABRICATION.

ADDITIONAL

ANCHORAGE
@ JAMB

BASE TRACK
(1) # 10 HH TYP.

EACH FLANGE
(4) #10 HH SCREW

ATTACHMENT
STUD

NOTCHED TRACK
CLIP FLANGES AT EA. STUD
Backing Clipped Track Heavily Loaded
NTS
9 (2) #10 HH PER STUD SCREW

ATTACHMENT
Backing Flat Strap Lightly Loaded
NTS
10 Bottom Track Anchorage Wedge Anchor

TAUT FLAT STRAP
FINISH

SURFACE

FRAMED WALL, SEE

PLAN FOR SIZE &

SPACING
(1) #10 HH SCREW

ATTACHMENT
PER STUD TYP.

NTS
DRAG BLOCKING AND STRAPS 11
NOTE: TRUSS TOP CHORD NOT SHOWN FOR CLARITY.

SIMPSON A35 AT

EACH END OF

BLOCKING TO
TRUSS TYP.

CLIP ANGLE WITH
(3) #10 HH PER LEG
SILL

PRE-INSULATE EACH

PIECE OF DOUBLE

HEADER AND JAMB
CAVITY WITH 1 1/2"

RIDGID INSULATION
DURING
FABRICATION.

DOUBLE BOXED JAMB

ADDITIONAL

ANCHORAGE
@ JAMB

CLIP ANGLE
WITH (3) #10 HH

PER LEG
SIMPSON H1 WITH
(6) 8D X 1 1/2"

COMMON NAILS TO
TRUSS AND (3) - #10

HH TO TRACK AND
(1) - #10HH TO STUD
TYP.

SINGLE STUD (OR DOUBLE OR TRIPPLE STUD IF NOTED
ON FRAMING PLAN) - ALIGNED WITH TRUSS ABOVE.

CENTER TO CENTER DIMENSION SHALL NOT EXCEED 1/2"
TYP.
(2) SIMPSON LTP5 BLOCKING TO TOP TRACK AT
EACH BLOCK BETWEEN TRUSSES TYP. SECURE WITH
(7) #10 TO TOP TRACK AND (7) 8D X 1 1/2" COMMON
NAILS TO BLOCK. (TRACK SHALL BE 18 GAUGE).

SIMPSON
MSTA12 BLOCK
TO BLOCK TYP.

TRUSS
BOTTOM
CHORD
TYP.
4X4 D.F. #1 OR BETTER SOLID BLOCKING TYP.

SIMPSON ST6236 WITH
MIN. (6) 16D NAILS UP
INTO 4X4 BLOCK ABOVE.

SIMPSON ST6236 WITH
(20) #10 HH INTO 18
GUAGE TRACK BELOW.
18 GAUGE
TRACK

CLEARANCE TO SLAB

EDGE PER ANCHOR

MANUFACTURER

MINIMUM TYPICAL

CLEARANCE TO SLAB

EDGE PER FASTENER

MANUFACTURER
FASTENER SHALL BE 0.157 DIA. SIMPSON
'PDPA' W/ 1 1/4" EMBED @ 24" O.C. (ICC ESR2138).
1/4" DIA. SIMPSON TITEN HD WITH 2" EMBED
@ 4'-0" O.C. MAX SPACING. ESR 2713.

INSTALL ANCHOR IN STRICT ACCORDANCE

WITH THE MANUFACTURER'S
RECOMMENDATIONS.

INSTALL POWER ACTUATED FASTER IN

STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
d

COLD-ROLLED

CHANNEL

CLIP ANGLE
SCREWATTACHMENT*
(2) CLIP ANGLE TO STUD
AND
(2) CLIP ANGLE TO
BRIDGING TYP.
43 mil MIN.

THICKNESS*
* EITHER #10 HH SCREW

OR WELD

ATTACHMENT REQUIRED
ALL EXTERIOR WALLS SHALL HAVE BRIDGING AT MID-HEIGHT PER THIS DETAIL -ORALL EXTERIOR WALLS SHALL BE PROVIDED WITH TEMPORARY BRACING TO REMAIN

UNTILL AT A MINIMUM, ALL WALL SHEATHINGS (GYPSUM BOARD AND OSB WOOD PANELS) ARE SECURELY INSTALLED INCLUDING ALL REQUIRED FASTENERS. ALL WALLS SHALL BE SHEATHED ON BOTH SIDES TYP.

The design, timing,
implementation and
construction of the
temporary bracing of the
structure and its elements
during construction are all
the responsibility of the
general contractor.
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 4 BEDROOM DETAILS
S-26.24.24 CITY SUBMITTAL 8.11.25
339
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING
S
T
I C L
A
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F F A
E
AR CHI
T
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SN
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RENEWAL DATE JULY 31 2027

GENERAL NOTES

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY

INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.

OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS

OF THE APPROVED STRUCTURAL DRAWINGS AND/OR

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK
INVOLVED.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON
DRAWINGS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

THE APPROVED SET OF PLANS, INCLUDING ALL APPROVED

REVISIONS AND ADDENDA, SHALL BE ON THE JOB SITE AT ALL
TIMES.

PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER

STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT,
VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL
EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED.

CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND

EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR

BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,
STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/

OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.

THE DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. THE DRAWINGS AND SPECIFICATIONS
DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE AND ANY ON-SITE PERSONS DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE

LIMITED TO, BRACING, SHORING, SAFE PLACEMENT OF

CONSTRUCTION EQUIPMENT, BARRICADES, SAFE PLACEMENT
OF CONSTRUCTION MATERIAL, ETC. OBSERVATION VISITS TO

THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER

SHALL NOT INCLUDE INSPECTION OR OBSERVATION SERVICES
OF THE ABOVE OR SIMILAR TYPE ITEMS.

GROUT OR DRYPACK:

DRYPACK UNDER BASE PLATES, SILL PLATES AND WHERE
OTHERWISE NOTED ON DRAWINGS SHALL CONSIST OF 1 PART
PORTLAND CEMENT AND 2.5 PARTS OF FINE AGGREGATE
CONFORMING TO A.S.T.M. C-33, WITH ENOUGH WATER TO
FORM A BALL WHEN SQUEEZED IN THE HAND. THE SPACE

BETWEEN TWO SURFACES REQUIRING DRYPACK SHALL BE

PACKED WITH THE DRYPACK MATERIAL BY TAMPING OR

RAMMING WITH A BAR OR ROD, UNTIL THE VOID IS
COMPLETELY FILLED. MINIMUM 28 DAY STRENGTH SHALL BE
5000 psi.

IN LIEU OF DRYPACK, NON-SHRINK GROUT SHALL BE A READYTO-USE NON-METALLIC AGGREGATE PRODUCT REQUIRING

ONLY THE ADDITION OF WATER AT THE JOB SITE, AND SHOULD

BE CAPABLE OF PRODUCING A FLOWABLE GROUTING

MATERIAL HAVING NO DRYING SHRINKAGE OR SETTLEMENT AT
ANY AGE. THE COMPRESSIVE STRENGTH OF THE GROUT
SHALL BE NOT LESS THAN 5000 psi AT SEVEN (7) DAYS, AND
7500 psi AT 28 DAYS.

LUMBER:

ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH
(W.C.D.F.) PER WEST COAST LUMBER INSPECTION BUREAU.

EXCEPTIONS TO THE ABOVE SHALL BE NOTED ON PLANS. ALL
LUMBER SHALL BE GRADE MARKED. MAXIMUM MOISTURE

CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED
19 PERCENT.

RAFTERS (2x, 4x OR LARGER)………………………..…….. (NO 1)
JOISTS (2x, 4x OR LARGER)…………………………………. (NO 1)
OTHER HORIZONTAL (BEAMS, PURLINS, HEADERS, ETC) (NO 1)
LEDGERS AND NAILERS……………………………….…….. (NO 2)
STUDS (2x4 AND LARGER)…………………………………… (NO 2 OR
STUD)
POSTS (4x4 AND LARGER……………………………………. (NO 1)
SILLS, PLATES AND BLOCKING……………………………… (NO 2)
PLYWOOD SHALL BE PS 1-09, DOUGLAS FIR-LARCH,
STRUCTURAL I . O.S.B. SHEATHING SHALL BE PS 02-10.

PROTECT FROM MOISTURE AT ALL TIMES. STUCCO AND/OR

STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL SHALL
BE WATERPROOFED WITH A MINIMUM OF (2) 15#
UNDERLAYMENTS.

ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE
WASHERS. HOLES IN WOOD FOR BOLTS SHALL BE DRILLED 1/32” TO 1/16” LARGER THAN NOMINAL BOLT SIZE. ALL BOLTS, SILL

ANCHOR NUTS AND HOLDOWN ANCHOR NUTS SHALL BE
RETIGHTENED PRIOR TO CLOSING IN. INSPECTOR TO VERIFY.

MACHINE BOLTS SHALL CONFORM TO A.S.T.M A-307

UNLESS OTHERWISE NOTED ON FRAMING PLANS, OR
FABRICATOR’S FRAMING/ERECTION PLANS, MINIMUM PLYWOOD
ROOF SHEATHING SHALL BE 1/2” STANDARD (C-D) WITH
EXTERIOR GLUE, PANEL I.D. 24/0, NAILED WITH 8d NAILS AT 6:12.

PLYWOOD SHEETS SHALL BE LAID WITH THE LONG DIMENSION

AND FACE GRAIN PERPENDICULAR TO THE RAFTERS AND THE
SHEETS SHALL BE STAGGERED AS SHOWN. EACH SHEET CHALL
CONTAIN A MINIMUM OF 8 SQUARE FEET AND EXTEND TO 3
BEARINGS. PLYWOOD DIAPHRAGM SHALL BE INSPECTED AND
APPROVED BEFORE COVERING IS LAID.

DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD-BEARING

STUDS WITHOUT PRIOR APPROVAL OF ENGINEER, UNLESS
SPECIFIED ON PLANS OR DETAILS. HOLES THROUGH SILL,

PLATES, STUDS AND DOUBLE PLATES IN INTERIOR, BEARING
AND SHEAR WALLS SHALL NOT EXCEED 1/3 THE PLATE WIDTH.

USE BORED HOLES LOCATED ON THE CENTER LINE OF THE
STUD OR PLATE.

ALL HANGERS, CONNECTORS AND STANDARD FRAMING

HARDWARE UNLESS OTHERWISE NOTED ON DRAWINGS SHALL
BE AS MANUFACTURED BY THE SIMPSON ‘STRONG-TIE’

COMPANY AND IDENTIFIED BY NUMBERS AS SHOWN IN THEIR
LATEST CATALOG. SUBSTITUTIONS SHALL NOT BE USED
UNLESS APPROVED BY THE ENGINEER. ALL MANUFACTURED

HARDWARE SHALL COMPLY WITH A SPECIFIC ICC / IAPMO AND/
OR LARR RESEARCH REPORT.

STRUCTURAL STEEL:

ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL
CONFORM TO A.S.T.M. SPECIFICATIOIN A-36 AND SHALL BE

DETAILED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS. FABRICATION SHALL BE DONE IN THE SHOP
OF A LICENSED FABRICATOR. SUBMIT SHOP DRAWINGS
FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION.

MACHINE BOLTS SHALL CONFORM TO A.S.T.M. A-307 WITH
WASHERS UNLESS OTHERWISE NOTED. WHERE HIGHSTRENGTH BOLTS ARE SPECIFIED, BOLTS SHALL CONFORM TO A.S.T.M. A-325, WITH DEPUTY INSPECTION
REQUIRED. BOLT HOLES IN STEEL SHALL BE 1/16” LARGER

DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS
NOTED.

COLD FORMED STEEL MEMBERS SHALL CONFORM TO
A.S.T.M A-446 GRADE A, U.N.O. ON PLANS.

WELDING IS TO COMPLY WITH A.W.S. SPECIFICATION D-1.1

AND IS TO BE DONE BY CERTIFIED WELDERS AS

REQUIRED BY THE DEPARTMENT OF BUILDING AND
SAFETY. ALL WELDING IS TO BE DONE BY ELECTRIC ARC

PROCESS AND SHALL BE PERFORMED WITH APPROVED
LOW-HYDROGEN ELECTRODES (TYPE E-70). SHOP WELDS
ARE DESIGNED AT FULL STRESS.

WELDED ANCHORS (THREADED STUDS OR HEADED
STUDS, ETC.) SHALL BE APPROVED ‘NELSON’ OR EQUAL,
MADE FROM C-1015 COLD ROLLED STEEL AND SHALL
CONFORM TO A.S.T.M. A-108 GRADES 1015-1020, WITH A
MINIMUM TENSILE STRENGTH OF 60,000 psi. STUD
WELDING SHALL CONFORM TO A.W.S D1.1.

FIELD WELDS ARE DESIGNED AT HALF STRESS. DEPUTY

INSPECTION NOT REQUIRED FOR FIELD WELDS UNLESS
OTHERWISE NOTED. PROVIDE CERTIFICATION AND

INSPECTION AS REQUIRED BY THE BUILDING
DEPARTMENT.

STRUCTURAL STEEL SHALL HAVE, AS A MINIMUM, A SHOP
COAT OF RED-OXIDE PRIMER; OTHER COATINGS MAY BE

SPECIFIED ON ARCHITECTURAL OR STRUCTURAL
DRAWINGS FOR SPECIFIC STRUCTURAL ELEMENTS. FIELD

CONNECTIONS AND ABRASIONS SHALL BE CLEANED AND

TOUCHED UP WITH THE SAME TYPE OF PAINT AS THE
SHOP COAT.

MANUFACTURED ROOF FRAMING:

FABRICATOR SHALL SUBMIT CERTIFICATE OF INSPECTION

TO BUILDING DEPARTMENT AND ENGINEER, PRIOR TO
INSTALLATION. FABRICATOR SHALL BE LICENSED AS
REQUIRED BY BUILDING DEPARTMENT.

FABRICATOR SHALL SUBMIT SHOP DRAWINGS, ERECTION

PLANS AND DESIGN CALCULATIONS (SEALED BY AN

ENGINEER REGISTERED IN THE STATE) TO THIS OFFICE
FOR REVIEW PRIOR TO FABRICATION.

NOTCHING OR DRILLING OF FABRICATED FRAMING IS

PERMITTED ONLY AT LOCATIONS SPECIFIED ON
MANUFACTURER’S ERECTION PLANS.

FRAMING SHALL BE ERECTED AND INSTALLED ACCORDING
TO MANUFACTURER’S SPECIFICATIONS. APPROVED
ERECTION DRAWINGS SHALL BEAR AN ENGINEER’S SEAL

AND BE KEPT ON THE JOBSITE AS PART OF THE APPROVED
PLAN SET. FABRICATED FRAMING SHALL BE

TRANSPORTED, STORED, ERECTED AND INSTALLED PER
MANUFACTURER’S SPECIFICATIONS. ALL PERMANENT AND

TEMPORARY BRACING AND FASTENING SHALL BE BY THE
MANUFACTURER, U.N.O. ON PLANS.

LIGHT-GAUGE STRUCTURAL STEEL FRAMING:

ALL 18 AND 20 GAUGE STUDS AND JOISTS SHALL BE 33,000
psi MINIMUM YIELD STRESS STEEL. FRAMING OF 16 GAUGE
AND HEAVIER SHALL BE 50,000 psi MINIMUM YIELD STRESS.

ALL STRUCTURAL FRAMING SPECIFIED IS TO BE

MANUFACTURED BY APPROVED MANUFACTURERS UNDER
SSMA STANDARD AND ICC-ES REPORT NUMBER ESR3064P, AND STAMPED AS SUCH.

FASTENERS FOR LIGHT-GAUGE FRAMING SPECIFIED ARE
“DARTS” BRAND SELF-DRILLING/SELF-TAPPING STEEL

SCREWS, MANUFACTURED BY PRIMESOURCE BUILDING
PRODUCTS (ICC ESR-1408), OR EQUAL. SUBMIT ICC REPORT
FOR REVIEW.

BRIDGING SHALL BE COLD ROLLED CHANNEL, MINIMUM 1-1/
2” DEEP WITH 9/16” FLANGE WIDTH. SPACE BRIDGING AT 4’-
0” MAXIMUM o.c. VERTICALLY. DOUBLE STUDS AT ALL
JAMBS. ALL CONNECTIONS SHALL BE PER
MANUFACTURER’S RECOMMENDATIONS.

INSPECTION AND CERTIFICATE:

PROVIDE SPECIAL (DEPUTY) INSPECTION FOR THE
FOLLOWING ITEMS:

ALL DRILLED ADHESIVE ANCHORS FOR STRUCTURAL WORK.

ALL SITE WELDS ON STRUCTURAL MEMBERS EXCEPT

METAL STUDS AND FURRING, AND WHERE OTHERWISE
NOTED.

FOUNDATION ANCHOR BOLT TEMPLATES FOR
MANUFACTURED SHEAR PANEL/FRAME SYSTEMS.

THE OWNER OR OWNER’S REPRESENTATIVE SHALL SELECT

A QUALIFIED DEPUTY OR SPECIAL INSPECTOR, TO INSPECT

THE PORTIONS OF WORK SHOWN ON PLANS AS REQUIRING
SPECIAL INSPECTION. INSPECTOR SHALL BE LICENSED OR

OTHERWISE APPROVED, BY THE GOVERNING BUILDING

OFFICIAL OR AGENCY, TO PERFORM THE REQUIRED
INSPECTIONS. INSPECTOR SHALL PREPARE WRITTEN

REPORTS OR FORMS FOR ALL INSPECTIONS PERFORMED,

AND SHALL FURNISH COPIES OF ALL INSPECTION REPORTS

TO THE ENGINEER OF RECORD AND THE OWNER OR
OWNER’S REPRESENTATIVE, IN A TIMELY MANNER, AND

PRIOR TO NEXT PLANNED FIELD VISIT OF THE BUILDING
OFFICIAL.

ADMIXTURES MAY BE USED AS REQUIRED TO ALLOW

PLACEMENT OF THE REQUIRED LOW WATER/CEMENT RATIO
CONCRETE.

GENERAL:

WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED
TO DATE, OF THE 2022 CALIFORNIA BUILDING CODE (CBC/22)

AND ALL LOCAL, STATE AND FEDERAL ORDINANCES AND
REQUIREMENTS.

ALL MATERIALS AND WORKMANSHIP SHALL COMFORM TO THE
DRAWINGS AND SPECIFICATIONS. THE APPROVED DRAWINGS
AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING

AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND
LOCAL SAFETY ORDINANCES. BRACING AND SHORING SHALL BE

MAINTAINED IN PLACE UNTIL ALL PROTECTED WORK HAS BEEN
SUITABLY COMPLETED.

OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL

NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR
THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES

PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION

SHALL BE DISTINGUISED FROM CONTINUOUS AND DETAILED
INSPECTION SERVICES, WHICH ARE FUNRISHED BY OTHERS.

THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER,

WHETHER MATERIAL OR WORK, AND WHETHER PERFORMED

PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION,

ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN

QUALITY CONTROL AND IN ACHIEVING GENERAL

CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT
GUARANTEE CONTRACTOR’S PERFORMANCE AND SHALL NOT
BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING THE WORK OF ALL TRADES.

ANY ENGINEERING DESIGN PROVIDED BY OTHERS
(MANUFACTURED ROOF FRAMING; FOUNDATION & SLAB) AND

SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN
ENGINEER REGISTERED IN THE STATE.

FOOTING AND SLAB SHALL BE POURED WITH 4500 P.S.I.

CONCRETE AT 28 DAYS CURE MIN. OF TYPE V PORTLAND
CEMENT WITH A MAXIMUM WATER/CEMENT RATIO OF 0.45 (BY
WEIGHT) CONFORMING TO ACI 304. ONLY TYPE V CEMENT
SHALL BE PLACED.

PLAN NOTES:

SEE ARCHITECTURAL PLANS FOR BUILDING PAD DIMENSIONS,
FLOOR ELEVATIONS, AND FINISHES.

THE FINAL MANUFACTURED ROOF FRAMING PLANS MUST BE

REVIEWED, SIGNED AND WET STAMPED BY ENGINEER OF
RECORD.

THE FINAL FOUNDATION PLANS MUST BE REVIEWED, SIGNED

AND WET STAMPED BY ENGINEER OF RECORD AND PROJECT
GEOTECHNICAL CONSULTANT.

FASTENERS IN CONTACT WITH PRESERVATIVE TREATED

WOOD OR FIRE-RETARDANT WOOD, INCLUDING NUTS, BOLTS,

ANCHOR BOLTS, LAG BOLTS, PLATE WASHERS, CUT WASHERS,
NAILS, ETC., SHALL BE HOT DIPPED GALVANIZED STEEL OR
STAINLESS STEEL.

ROOF SHEATHING: 1/2” OR 5/8” CDX PLYWOOD, OR OSB, (PANEL I.D. 24:0), W/8d @ 6:12, MINIMUM, U.N.O. UNBLOCKED.

NOTE: HORIZONTAL WALL ANCHOR, DRAG, AND CROSSTIE

BOLTS SHALL BE RE-TIGHTENED JUST PRIOR TO FINISH
CLOSURE.

HOLDOWNS SHALL BE INSTALLED PER THE STRICT
RECOMMENDATIONS OF THE MANUFACTURER.

SIMPSON ‘S/HDU6’ HOLDOWN ON MINIMUM DOUBLE STUD, AT
BASE OF SHEARWALL SHOWN.

NUTS OF HOLDOWNS AND ALL BOLTED CONNECTIONS WITH
PLATE WASHERS SHALL BE WRENCH TIGHTENED ‘SNUG’ PRIOR
TO INSPECTION AND COVERING. DO NOT OVERTIGHTEN.

POWER-DRIVEN FASTENERS SHALL NOT BE USED TO ANCHOR

SILL PLATES EXCEPT AT INTERIOR NONBEARING WALLS NOT
DESIGNED AS SHEAR WALLS. VERIFY SUITABILITY OF POWERDRIVEN FASTENERS FOR GENERAL USE ON SLAB.

EXTERIOR ANCHOR BOLTS AND POST BASES SHALL BE HOTDIPPED GALVANIZED AND EACH ANCHOR BOLT SHALL HAVE AT

LEAST TWO HOT DIPPED GALVANIZED NUTS ABOVE THE BASE
PLATE.

BUILDER TO VERIFY ALL CONDITIONS IN THE FIELD. PLANS ARE

A GUIDELINE FOR CONSTRUCTION AND FIELD CONDITIONS MAY
VARY AND TAKE PRECEDENCE. ENGINEER OF RECORD IS NOT
HELD RESPONSIBLE UNDER ANY CONDITION FOR BUILDER’S

PERFORMANCE IN THE CONSTRUCTION AND/OR MANAGEMENT

OF THIS PROJECT AND FOR ANY DISCREPANCIES THAT MAY
ARISE FROM THESE PLANS.

GARAGE: PROVIDE POSITIVE WHEEL STOP PROTECTION AT

GARAGE PARKING SPACES TO PROTECT WALL & UTILITIES
FROM IMPACT.

THIS SHEET
REVISED 6.12.24

MATERIAL SPECIFICATIONS AND NOTES FOR
CONCRETE TYPICAL.

EXPOSED SLAB EDGE AND EXTERIOR FOUNDATION FACES

SHALL BE COATED WITH A PERMANENT WATERPROOFING
MEMBRANE.

TOP OF SLAB SHALL BE SHALLOWLY (1" DEEP) SAWCUT AT 10'- 0" O.C. WITHIN 6 TO 8 HOURS OF CONCRETE PLACEMENT PER

THE RECOMMENDATIONS OF THE AMERICAN CONCRETE

INSTITUTE (ACI) - EACH WAY FORMING A SQUARE PATTERN
GRID TO PROVIDE SHRINKAGE CRACK CONTROL.

REINFORCING STEEL AT BOTTOM OF FOOTINGS/BEAMS SHALL
BE SET ON CHAIRS.

STEEL REINFORCING SHALL BE SET SO AS TO PROVIDE A
MINIMUM 3" COVER OF DENSELY CONSOLIDATED CONCRETE (BY
USE OF A VIBRATOR) TO SOIL CLEARANCE TYPICAL.

REBAR SHALL BE ASTM A615 OR ASTM A706 DEFORMED GRADE
40 OR GRADE 60 BILLET STEEL AS CALLED OUT.
'STRAP-TYPE' HOLD DOWN ANCHORS ARE NOT ALLOWED.

ANCHORS SHALL BE SOLID ROUND BAR STEEL, HOT-DIP GALV.

ANCHORS WITH HOT-DIP GALV. WASHER AND TWO HOT-DIP GALV.

NUTS UNLESS NOTED OTHERWISE.

NO METALLIC WATER PIPES OR CONDUITS SHALL BE PLACED
BELOW FOUNDATIONS.

SLAB REINFORCING SHALL BE SET ON CHAIRS AT CENTER OF
SLAB.

PROVIDE WATERPROOF MEMBRANE AND ALL REQUIRED
ANCILLARY COMPONENTS. TURN DOWN VAPOR BARRIER AT

FOOTING TO EXTEND UNDER FOOTING, UNDER SLAB AND BACK

UP AT EXTERIOR FACE TO FINISH GRADE LEVEL PER THE WIRE
REINFORCEMENT INSTITUTE (WRI) RECOMMENDATIONS.

UNDER THE SLAB PORTION OF THE BUILDING FOUNDATION,
THE VAPOR BARRIER SHALL BE COVERED BY 4 INCHES OF
CLEAN SAND.

WATERPROOF MEMBRANE AND ALL ANCILLARY COMPONENTS
SHALL BE PREPRUFE 300R/160R PLUS BY GRACE. INSTALLATION

SHALL BE IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.

ALL WALL ANCHOR BOLTS AND ALL HOLD DOWN ANCHOR
BOLTS SHALL BE HOT DIP GALV. TYP.
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 4 BEDROOM TYPE DHS UNIT 12.28.23
S-3GENERAL NOTES CITY SUBMITTAL 8.11.25
340
Item 3.

TOP OF CONCRETE
(2) 3/4" SSWAB for SSW12
2x2
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24 3" 3"
1 1
2 MODEL NO. "
TOTAL
LENGTH
12" MODEL SSWHSR3/4-2KT
SSWHSR3/4-3KT

DIAMETER
3/4" 24" 21"
3/4" 36" 33"
SSWHSR1-2KT
SSWHSR1-3KT
1" 24" 21"
1" 36" 33"
15", 18", 21 AND
24" MODELS
MODEL NO. STEEL STRONGWALL WIDTH
12" MODEL
SSWAB3/4x24
SSWAB3/4x24HS
SSWAB3/4x30
SSWAB3/4x30HS
SSWAB3/4x36HS

DIAMETER LENGTH
3/4" 24" 19"
3/4" 24" 19"
3/4" 30" 25"
3/4" 30" 25"
3/4" 36" 31"
SSWAB1x24
SSWAB1x24HS
SSWAB1x30
SSWAB1x30HS
SSWAB1x36HS
1" 24" 19"
1" 24" 19"
1" 30" 25"
1" 30" 25"
1" 36" 31"
15", 18", 21 AND
24" MODELS

SSW WIDTH
24 3/4" OR 1" HIGH

STRENGTH ROD

HEAVY HEX NUT

FIXED IN PLACE ON

ALL SSWAB ANCHOR
BOLTS
HX
HX ON

EXTENSION KIT
TOP OF

CONCRETE
SSWHSR

HIGH STRENGTH

COUPLER NUT
SSWAB

CUT TO LENGTH

AS NECESSARY
SSWHSR

AND SSWAB

ASSEMBLY
1 SSWHSR_KT

HIGH STRENGTH

COUPLER NUT

TOP OF CONCRETE LENGTH
3"
le
3"
ASSEMBLY =
SSWAB
+ SSWHSR + 3"
le
l e
l e
36 HEAVY HEX NUT

HEAVY HEX NUT

FIXED IN PLACE ON

ALL SSWAB

ANCHOR BOLTS
HS

HS ON HIGH

STRENGTH MODELS
1 LENGTH
3"
LENGTH

DIAMETER

HEAVY HEX NUT

PLATE WASHER
le
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
l e
l e

HAIRPIN INSTALLATION
(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.)
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).

SEE TABLE FOR REQUIRED QUANTITY.

SECTION A-A
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).

SEE TABLE FOR REQUIRED QUANTITY.

A
A
4" MIN
3"

L MIN L
3"

FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT. OVERLAP
VARIES WITH BOLT SPACING.
#3 HAIRPIN,
GRADE 60 REBAR (MIN.)
SSWAB

HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT
1 1
2" CLR 1
1 2" CLR
1 1
2" SPACING
h t

FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT.
#3 TIE, GRADE 60
REBAR (MIN.)
SSWAB

SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION
3"
de

INTERIOR FOUNDATION
NOTES:

1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES.

2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED.

3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6/SSW1 FOR le.

H
3" CLR. MIN.

W
3"
de
H
3" CLR. MIN.
3"
de
H
3" CLR. MIN.
3"
de
3" CLR. MIN.

BRICK LEDGE FOUNDATION
SSWAB

SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.

MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.

SSWAB

SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.

MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.

SSWAB

SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.

SSWAB

REGISTERED DESIGN PROFESSIONAL

IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1 2
STEEL STRONG-WALL ANCHOR BOLT SHEAR ANCHORAGE 4
6 3
SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 5 SSW ANCHOR BOLT TEMPLATES SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI

SSW ANCHOR BOLT EXTENSION

STEEL STRONG-WALL ANCHORAGE - TYPICAL SECTIONS
SSW ANCHOR BOLTS 7

REGISTERED DESIGN PROFESSIONAL

IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W STEEL STRONG-WALL ANCHORAGE DETAILS ENGINEERED DESIGNS SSW1
1 9/21/2009 2006 IBC REVISIONS
W

SLAB OR CURB AND

SURROUNDING FOUNDATION

NOT SHOWN FOR CLARITY
1 2
W

SIMPSON STEEL

STRONG-WALL

FOUNDATION PLAN VIEW
SSWAB
1 2 2
1 W W
1 2
W

SEE TABLES BELOW FOR DIMENSIONS
NOTES:

1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.

2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).

3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTION 17.2.3.4.3 AND ACI 318-11 SECTION D.3.3.4.

4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.

5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS.

THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.

6. REFER TO 1/SSW1 FOR de.

STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN

CRITERIA

CONCRETE

CONDITION
ANCHOR

STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)

SEISMIC

CRACKED

STANDARD
8,800 22 8 16,100 33 11
9,600 24 8 17,100 35 12

HIGH STRENGTH
18,500 36 12 33,000 51 17
19,900 38 13 35,300 54 18

UNCRACKED

STANDARD
8,800 19 7 15,700 28 10
9,600 21 7 17,100 30 10

HIGH STRENGTH
18,300 31 11 32,300 44 15
19,900 33 11 35,300 47 16
WIND

CRACKED

STANDARD
5,100 14 6 6,200 16 6
7,400 18 6 11,400 24 8
9,600 22 8 17,100 32 11

HIGH STRENGTH
11,400 24 8 21,100 36 12
13,600 27 9 27,300 42 14
15,900 30 10 31,800 46 16
19,900 35 12 35,300 50 17

UNCRACKED

STANDARD
5,000 12 6 6,400 14 6
7,800 16 6 12,500 22 8
9,600 19 7 17,100 28 10

HIGH STRENGTH
12,500 22 8 21,900 32 11
14,300 24 8 26,400 36 12
17,000 27 9 31,500 40 14
19,900 30 10 35,300 43 15
2 4/16/2014 2012 IBC REVISIONS
NOTES:

1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.

2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).

4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.

5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.

6. SEE 1/SSW1 AND 2/SSW1 FOR W AND de.

STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE DESIGN

CRITERIA

CONCRETE

CONDITION
ANCHOR

STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)

SEISMIC

CRACKED

STANDARD
9,000 20 7 15,700 29 10
9,600 21 7 17,100 31 11

HIGH STRENGTH
18,200 32 11 33,000 46 16
19,900 34 12 35,300 48 16

UNCRACKED

STANDARD
8,800 17 6 15,700 25 9
9,600 19 7 17,100 27 9

HIGH STRENGTH
18,600 28 10 32,600 40 14
19,900 30 10 35,300 42 14
WIND

CRACKED

STANDARD
6,000 14 6 7,300 16 6
7,300 16 6 13,500 24 8
9,600 20 7 17,100 29 10

HIGH STRENGTH
11,800 22 8 22,700 34 12
13,500 24 8 27,400 38 13
17,000 28 10 32,300 42 14
19,900 32 11 35,300 45 15

UNCRACKED

STANDARD
6,000 12 6 7,500 14 6
7,500 14 6 12,800 20 7
9,600 17 6 17,100 25 9

HIGH STRENGTH
12,800 20 7 21,300 28 10
14,800 22 8 26,000 32 11
16,900 24 8 31,300 36 12
19,900 27 9 35,300 39 13
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR4500 PSI CONCRETE DESIGN

CRITERIA

CONCRETE

CONDITION
ANCHOR

STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD

ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)

SEISMIC

CRACKED

STANDARD
8,700 18 6 16,000 27 9
9,600 20 7 17,100 29 10

HIGH STRENGTH
17,800 29 10 32,100 42 14
19,900 32 11 35,300 45 15

UNCRACKED

STANDARD
9,100 16 6 15,700 23 8
9,600 17 6 17,100 25 9

HIGH STRENGTH
17,800 25 9 32,500 37 13
19,900 27 9 35,300 39 13
WIND

CRACKED

STANDARD
5,400 12 6 6,800 14 6
8,300 16 6 11,600 20 7
9,600 18 6 17,100 26 9

HIGH STRENGTH
11,600 20 7 21,400 30 10
13,400 22 8 25,800 34 12
17,300 26 9 31,000 38 13
19,900 29 10 35,300 42 14

UNCRACKED

STANDARD
6,800 12 6 6,800 12 6
8,500 14 6 12,400 18 6
9,600 16 6 17,100 23 8

HIGH STRENGTH
12,400 18 6 21,600 26 9
14,500 20 7 26,700 30 10
16,800 22 8 32,200 34 12
19,900 25 9 35,300 36 12
NOTES:

1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 AND ASSUME MINIMUM f'c=2,500 PSI CONCRETE.

SEE DETAILS 1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE.

2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.

3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS.

4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.

5. MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED.

6. USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG-WALL PANEL DESIGN SHEAR FORCE EXCEEDS THE TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD.

7. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-14 SECTION 17.7.2 AND ACI 318-11 D.8.2.

STEEL STRONG-WALL SHEAR ANCHORAGE
MODEL

SEISMIC
3 WIND
4 Lt OR
Lh (in.)
SHEAR

REINFORCEMENT
MIN. CURB /

STEMWALL
WIDTH (in.)
SHEAR

REINFORCEMENT
MIN. CURB /

STEMWALL
WIDTH (in.)
ASD ALLOWABLE SHEAR LOAD V (lbs.)6
6" MIN CURB / STEMWALL 8" MIN CURB / STEMWALL

UNCRACKED CRACKED UNCRACKED CRACKED
SSW12 9 (1) #3 TIE 6 NONE REQUIRED - 1230 880 1440 1030 SSW15 12 (2) #3 TIES 6 NONE REQUIRED - 1590 1135 1810 1295 SSW18 14 (1) #3 HAIRPIN 8
5 (1) #3 HAIRPIN 6

HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE
SHEAR LOAD OF THE STEEL STRONG-WALL PANEL SSW21 15 (2) #3 HAIRPIN 8 5 (1) #3 HAIRPIN 6
SSW24 17 (2) #3 HAIRPIN 8
5 (1) #3 HAIRPIN 6
3 8/08/2016 2015 IBC REVISIONS
341
Item 3.

HOLDOWN SHOWN
STHD10
(BY DESIGNER)
LSTA24 STRAP (MIN.) HEADER SUPPORT POST

AT BEAM TO POST
8' MIN. 16' - 4" MAX.
(BY DESIGNER)

COLUMN BASE

PORTAL STRAP AND
#14 SELF-DRILLING SCREWS
(PROVIDED WITH SSWP-KT)
3 1
8 " MIN WIDTH HEADER BY DESIGNER.

SEE . SEE FOR MULTI-PLY

HEADER REQUIREMENTS

STEEL STRONG-WALL
(EXTERIOR FACE)
SIM.

CURB STEEL STRONG-WALL PORTAL SYSTEM FRAMING DETAILS ENGINEERED DESIGNS SSW4
ROUGH

OPENING
HEIGHT
CURB
H
SSW12x7

OPENING
HEIGHT
ROUGH
5 1
2" 7' - 1
1 2"

GARAGE HEADER

ROUGH OPENING HEIGHT
No.

MODEL

1. THE HEIGHT OF THE GARAGE CURB

ABOVE THE GARAGE SLAB IS CRITICAL

FOR THE ROUGH HEADER OPENING AT
GARAGE RETURN WALLS.

2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG-WALL.

3. FURRING DOWN GARAGE HEADER MAY

BE NECESSARY FOR CORRECT ROUGH
OPENING HEIGHT.
6" 7' - 2"
0" 7' - 1 1
2" 5
1 2" 8' - 2 34" 6" 8' - 3
1 4"
SSW15x7
SSW18x7
SSW12x8
SSW15x8
SSW18x8
SSW12x7.4
SSW15x7.4
SSW18x7.4
8' MIN. 16' - 4" MAX.

PORTAL STRAP AND
#14 SELF-DRILLING SCREWS
(PROVIDED WITH SSWP-KT)
3 1
8 " MIN WIDTH HEADER BY DESIGNER.

SEE . SEE FOR MULTI-PLY

HEADER REQUIREMENTS

STEEL STRONG-WALL
(EXTERIOR FACE)
SIM.

H
CURB
ROUGH

OPENING
HEIGHT
H
CURB
STEEL STRONG-WALL SINGLE WALL PORTAL 1
STEEL STRONG-WALL DOUBLE WALL PORTAL 2
CURB
H
SSW12x7

OPENING
HEIGHT
ROUGH
5 1
2" 7' - 1
1 2"

GARAGE HEADER

ROUGH OPENING HEIGHT
No.

MODEL

1. THE HEIGHT OF THE GARAGE CURB

ABOVE THE GARAGE SLAB IS CRITICAL

FOR THE ROUGH HEADER OPENING AT
GARAGE RETURN WALLS.

2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG-WALL.

3. FURRING DOWN GARAGE HEADER MAY

BE NECESSARY FOR CORRECT ROUGH
OPENING HEIGHT.
6" 7' - 2"
0" 7' - 1 1
2" 5
1 2" 8' - 2 34" 6" 8' - 3
1 4"
SSW15x7
SSW18x7
SSW12x8
SSW15x8
SSW18x8
SSW12x7.4
SSW15x7.4
SSW18x7.4
BASE PLATE CONNECTION 3 TOP OF WALL CONNECTION 4
5 PORTAL STRAP AND
#14 SELF-DRILLING SCREWS.
(PROVIDED WITH SSWP-KT)

FULL LENGTH GARAGE HEADER
(BY DESIGNER)
MINIMUM SIZE SHALL BE:
4x12 DFL
3 1/8X12 GLB
ALTERNATE HEADERS ALLOWED.
(BY DESIGNER)

FOR MUITI-PLY HEADER REQUIREMENTS
SEE

FIELD NAIL PORTAL STRAP
TO HEADER WITH (10) 10dX21
2 MIN. NAILS.

FASTEN STRAP TO PANEL
WITH (4) #14 SELF-DRILLING SCREWS.
(SCREWS PROVIDED WITH SSWP-KT)

ALIGN NOTCH ON STRAP
WITH BOTTOM OF HEADER. SDS1
4"X312" SCREWS
(PROVIDED)
NOTE:

LOAD PATH DESIGN AND

DETAILS ABOVE HEADER TO
BE PROVIDED BY DESIGNER.

NOTE:

STRAPS MUST BE INSTALLED

ON EXTERIOR FACE OF SSW
PANEL. POSITION HEADER

FLUSH WITH EXTERIOR
FACE OF SSW PANEL.

STEEL STRONG-WALL
(EXTERIOR FACE)
7/8" MAX. SHIM ALLOWED BETWEEN
PANEL AND BEAM (NOT SHOWN).

SIM.

PORTAL STRAP NOT SHOWN
FOR CLARITY. REFER TO
DETAIL 4/SSW4 FOR PORTAL
STRAP INSTALLATION.

NOTE:

1. STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY, INC. "HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY.

2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.

3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE

BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.

4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.

5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.

6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.

7. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.

8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.

MULTI-PLY HEADERS 5
NOTES 6
0 9/21/2009 FIRST RELEASE
4 5
4 5
4 3
4 3 3
4 PLACE SSW PANEL OVER

THE ANCHOR BOLTS AND

SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE 11
4" WRENCH / SOCKET FOR 3/4" NUT
USE 15
8" WRENCH / SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.

DO NOT USE AN IMPACT WRENCH.

SEE TO FOR

ANCHORAGE SOLUTIONS
1 4

REGISTERED DESIGN PROFESSIONAL

IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.

SSW

SSW MULTI-PLY HEADER CROSS SECTION

MULTI-PLY HEADERS MAY BE
USED WITH STEEL STRONGWALL FOR WIND DESIGNS OR

IN SEISMIC DESIGN CATEGORIES

A-C (IBC & IRC) ONLY
SSW WITH MULTI-PLY HEADER 1 1
2 " 2" 2"
1" MIN.

TYP. 1 1
2 "

INSTALL SDS
1 4"x3
1 2" SCREWS. SEE SIDE VIEWS

FOR NUMBER & SPACING
(SCREWS BY INSTALLER)
HEADER BY OTHERS.
2 PLY 2x12 MIN WITH 1
2" SHEATHING BETWEEN PLYS
OR 2 PLY 1
3 4"x11
7 8" MIN. LVL
(2 PLY LVL SHOWN)
SDS
1 4"x3
1 2" SCREWS

PROVIDED WITH WALL
16d COMMON NAILING. SEE SIDE
VIEWS FOR SPACING.

SIDE VIEW
NOTE:
2 3
1 STEEL STRONG-WALL
(SSW18 SHOWN)
1 INSTALL SDS 1/4"x3 1/2" SCREWS

HORIZONTALLY THROUGH LVL OR
2 x LUMBER HEADER PLYS. 4 SCREWS
FOR SSW15, SSW18, SSW21 AND SSW24.

SDS 1/4"x3 1/2" SCREWS PROVIDED

WITH WALL
FASTEN PLYS TOGETHER WITH 16d
COMMON NAILS AT 16" O.C. ALONG EACH
2 3
EDGE OF BEAM.
15/32" SHEATHING BETWEEN
2x HEADER PLYS SHALL MATCH HEADER
4 DEPTH AND EXTEND FULL WIDTH OF
SSW, MINIMUM.
4 TOTAL FOR SSW12.6 SCREWS TOTAL

REGISTERED DESIGN PROFESSIONAL

IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
(1000lb UPLIFT CAPICITY MIN.)
1 4/16/2014 2012 IBC REVISIONS2 8/08/2016 2015 IBC REVISIONS 342
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING
S
T
I C L
A
I
O
T R
F F A
E
AR CHI
T
E
E D
SN
E
C
I
L
C
T
RENEWAL DATE JULY 31 2027
a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT

PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED

DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
c. INSTALLATION OF ALL ADHESIVE ANCHORS IN HORIZONTAL AND UPWARDLY INCLINED

POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED ADHESIVE ANCHOR INSTALLER, EXCEPT WHERE THE FACTORED DESIGN TENSION ON THE ANCHORS IS LESS THAN 100 LBS AND

THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS OR

WHERE THE ANCHORS ARE SHEAR DOWELS ACROSS COLD JOINTS IN SLABS ON GRADE WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM. - ACI 318:

26.10.1(b) - X

12. INSPECT FORMWORK FOR

SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED
- X ACI 318: 26.10.2 -

11. VERIFY IN-SITU CONCRETE

STRENGTH, PRIOR TO

STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE

AND PRIOR TO REMOVAL OF

SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS.
- X ACI 318: 26.8 - 10. INSPECT ERECTION OF PRECAST
CONCRETE MEMBERS.
-
X - ACI 318: 26.9.3
X - ACI 318: 26.9.1
b. GROUTING OF BONDED
PRESTRESSING TENDONS.
a. APPLICATION OF PRESTRESSING
FORCES.

9. INSPECT PRESTRESSED CONRETE FOR:
1908.9 ACI 318:

26.4.7-26.4.9 - X

8. VERIFY MAINTENANCE OF

SPECIFIED CURING

TEMPERATURE AND
TECHNIQUES.
1908.6, 1908.7,
1908.8 X - ACI 318: 26.4.5

7. INSPECT CONCRETE AND

SHOTCRETE PLACEMENT FOR

PROPER APPLICATION
TECHNIQUES.
1908.10
ASTM C172,
ASTM C31,
ACI 318: 26.4.5,

26.12 X -

6. PRIOR TO CONCRETE

PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND

AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE
OF THE CONCRETE.
1904.1, 1904.2,
1908.2, 1908.3
ACI 318: Ch. 19,

26.4.3, 26.4.4 - X 5. VERIFY USE OF REQUIRED
DESIGN MIX.
- X
X -
-
b, c
- X ACI 318: 17.8.2 - 3. INSPECT ANCHORS CAST IN
CONCRETE.
- AWS D1.4
ACI 318: 26.5.4
c. INSPECT ALL OTHER WELDS X -
- X b. INSPECT SINGLE-PASS FILLET
WELDS, MAXIMUM 5/16".
- X
a. VERIFY WELDABILITY OF

REINFORCING BARS OTHER
THAN ASTM A706;

2. REINFORCING BAR WELDING:
1908.4
ACI 318 Ch. 20,

25.2, 25.3,

26.5.1-26.5.3
- X

1. INSPECT REINFORCEMENT,

INCLUDING PRESTRESSING

TENDONS, AND VERIFY
PLACEMENT.

TYPE
CONCRETE (TABLE 1705A.3)

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

1. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL

REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS AND DSA FORM 103.

2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, CONCRETE STRENGTH f'c>2500 psi, AND SPRAYED-ON FIREPROOFING.

3. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR STRUCTURAL STEEL. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED.

4. SHOP WELDS MUST BE PERMORMED IN A LICENSED FABRICATOR SHOP.

SPECIAL INSPECTION

1. 2.

3. A.

DESIGN LOADS
FLOOR LIVE LOAD = 40 PSF

ROOF LIVE LOAD
WIND ANALYSIS PER CHAPTER 16A OF THE CODE
RISK CATEGORY =
BASIC WIND SPEED, V =
EXPOSURE = C
SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING:

SYSTEM - LIGHT - FRAME CFS WALLS w/ RATED WOOD SHTG

SEISMIC PARAMETERS
S = S =
S = S =
F = 1.0 DESIGN CATEGORY = E
F = SITE CLASS = D
I = V = CS * W
R = C =

LOADING
s
1 a
v
e
DS
D1
s
s

1. 2.

A.
a.
b.

B.
a.

C.
a.
b.
c.
d.

D.
a.

E.
a.
b.

PERIODIC STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE

ENGINEER OF RECORD AT CRITICAL STAGES OF CONSTRUCTION IN ACCORDANCE WITH CBC 1704A. STRUCTURAL OBSERVATION DOES

NOT RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS OF
SPECIAL INSPECTION. SEE 'SPECIAL INSPECTION NOTES' FOR ITEMS REQUIRING INSPECTION.

NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72

HOURS IN ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING
STRUCTURAL OBSERVATIONS:

FOUNDATIONS

REINFORCEMENT

OTHER EMBEDDED ELEMENTS

STEEL FRAMING

GENERAL

CONCRETE

REINFORCING LAYOUT

PREPARATION OF SHOTCRETE PANEL (IF SHOTCRETE IS USED)

OPENING OF SHOTCRETE TEST PANEL

POST-TENSIONING LAYOUT

MASONRY

REINFORCING LAYOUT
WOOD

DIAPHRAGMS & SHEAR WALLS

PROPRIETARY HOLDOWN SYSTEM

DEMOLITION WORK

STRUCTURAL OBSERVATIONS

1. 2.

3. 4.

5. 6.

7. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF CBC CH 17A AND ANY ADDITIONAL

REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS.

THE OWNER SHALL PROVIDE FOR A SPECIAL INSPECTOR(S) WHO WILL

PROVIDE SPECIAL INSPECTIONS OF THE CONSTRUCTION AS PRESCRIBED BY THE CODE AND THE CONSTRUCTION DOCUMENTS. IN NO CASE SHALL

THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS PROVIDE FOR

ANY LESS THAN THE MINIMUM REQUIREMENTS OF THE CODE OR ANY OTHER GOVERNING AUTHORITY. ANY SUCH DISCREPANCY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY THE JURISDICTION TO

PROVIDE INSPECTIONS OF THE SPECIFIC CONSTRUCTION OR OPERATION REQUIRED. PROOF OF SUCH QUALIFICATION SHALL BE PROVIDED TO THE ENGINEER PRIOR TO THE START OF INSPECTIONS.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE

BUILDING OFFICIAL, THE ENGINEER, ARCHITECT AND THE CONTRACTOR IN A TIMELY MANNER. ALL DISCREPANCIES BETWEEN THE INSPECTORS

WORK AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN,

IF NOT CORRECTED, TO THE ENGINEER, ARCHITECT AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL KEEP RECORDS SUCH THAT

ALL CONCERNED PARTIES CAN IDENTIFY THE OUTSTANDING WORK THAT

NEEDS CORRECTION AND SUCH THAT CORRECTED WORK IS RECORDED IN A TIMELY MANNER.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT

STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE

BEST OF THE INSPECTOR'S KNOWLEDGE, IN GENERAL CONFORMANCE

WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. IF NON-CONFORMING WORK

REMAINS, THEN THIS WORK SHALL BE ITEMIZED AND NOTED IN THE REPORT.

THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTOR SHALL PROVIDE A DESIGNATED

AREA, ON SITE, FOR THE SPECIAL INSPECTOR TO RECEIVE

CORRESPONDENCE AND AN AREA TO LEAVE CORRESPONDENCE FOR
THE BUILDING OFFICIAL AND THE CONTRACTOR. THE CONTRACTOR

SHALL DESIGNATE A QUALITY CONTROL INDIVIDUAL THAT SHALL ACT AS

THE MAIN POINT OF CONTACT FOR THE INSPECTOR, ENGINEER AND ARCHITECT REGARDING INSPECTIONS ISSUES.

A PRE-INSPECTION MEETING SHALL BE HELD AND ORGANIZED BY THE CONTRACTOR ONCE INSPECTION HAS STARTED. AS A MINIMUM, THE

ENGINEER, SPECIAL INSPECTOR, ARCHITECT, BUILDING OFFICIAL,

OWNER'S REPRESENTATIVE AND THE CONTRACTOR'S QUALITY CONTROL INDIVIDUAL SHALL BE INVITED TO ATTEND. THE PURPOSE OF THE

MEETING WILL BE TO MEET EACH OTHER, CONFIRM THE SCOPE OF

WORK FOR EACH DISCIPLINE, ESTABLISH COMMUNICATION PROTOCOLS AND ANSWER ANY QUESTIONS.

SPECIAL INSPECTIONS
WOOD

CONTINUOUS

DURING TASK
LISTED

PERIODICALLY

DURING TASK
LISTED

REFERENCE

STANDARD
CBC

REFERENCE
X - 1705.12.2 -
X - - 1705.12.2

REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL WOOD SEISMIC-RESISTING ELEMENTS

VERIFICATION AND

INSPECTION TASK
X - - 1704.2.5
- X - 1705.5
NOTE:

FOR ANCHORS IN CONCRETE & MASONRY, SEE THOSE TABLES.
3 6.5

1.878g

0.783g
C =d
1 1.7

1.252g

0.887g

0.193W
OMEGA = 2.5
97 mph
II
PROCEDURE - EQUIVALENT LATERAL FORCE ANALYSIS (Rho = 1.0) = 20 PSF

2. NAILING, BOLTING,

ANCHORING, & OTHER

FASTENING OF WOOD SHEAR

WALLS, DIAPHRAGMS DRAGS,

BRACES, SHEAR PANELS, &

HOLDOWNS

1. FIELD GLUEING OR EPOXING

OPERATIONS

3. FABRICATED ITEMS IN SHOP

4. VERIFY THAT NUTS ON ANCHOR

BOLTS, HOLDOWNS, &

FABRICATED ITEMS ARE

SNUG-TIGHT OR TORQUED PER
PLAN
b. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT
DEFINED IN 4.a.
a. ADHESIVE ANCHORS INSTALLED

IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO

RESIST SUSTAINED TENSION
LOADS.

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

ACI 318: 17.8.2.4
ACI 318: 17.8.2
CBC

REFERENCE

REFERENCED
STANDARDa

PERIODIC

SPECIAL

INSPECTION

CONTINUOUS

SPECIAL

INSPECTION
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 SPECIAL INSPECTION,

NOTES, TABLES &

REQUIREMENTS
SI-16.11.24 CITY SUBMITTAL 8.11.25
343
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Garon J.J. Darling Arcitect common law copyright or other reservedrights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
A
O
N

GARON JAMES JOHN DARLING ST I C L AI O T R F F A E AR CHI TE E D SNECIL CT RENEWAL DATE JULY 31 2027
22 22
2 GARAGE
BATH
NO. 2
LIVING

BEDROOM
NO. 4

BEDROOM
NO. 2
MASTER

BEDROOM

FAMILY/
DINING
MASTER

BATHROOM

COVERED
PORCH
101
102
107
108
110
111
112
113 114
115
116

CORRIDOR
NO.1
104
119
120

BEDROOM
NO. 3
109

CLOSET CLOSET
CLOSET
CLOSET
103
ENTRY
24" x 24"
RETURN
AIR
10" x 6"

CORRIDOR
NO.2
105
12" DUCT
8" DUCT
12" DUCT 8" DUCT
10" DUCT
8" DUCT 4" DUCT 8" DUCT
12" DUCT
10" DUCT
4" DUCT
10" DUCT

KITCHEN
106
12" HIGH X 18"

WIDE HIGH/LOW
VENTS IN WALL.

ONE SHALL BE
SET 6" FROM THE

FLOOR AND THE
OTHER SET 6"

FROM THE TOP

OF THE EXTERIOR
WALL.

CLOTHES DRYER

EXHAUST VENT

TO TERMINATE

AT EXTERIOR
WALL. 10" x 10"

DUCTS PASSING THROUGH GARAGE/

DWELLING OCCUPANCY SEPARATION
SHALL BE A MINIMUM OF 26-GAGE
GALV. METAL PER R302.5.2 CRC. TYP.

MOUNT ON 4"

THICK CONCRETE
PAD

ENERGY NOTES (MECHANICAL)

4. ALL DUCTWORK SHALL BE TESTED FOR
HERS INDEX.

3. ALL DUCTWORK SHALL BE SEALED IN

ACCORDANCE WITH THE MANUFACTURERS
RECOMMEDATIONS AND INSTRUCTIONS.

2. ALL DUCTWORK SHALL BE

INSTALLED IN ACCORDANCE WITH THE

MANUFACTURERS RECOMMEDATIONS
AND INSTRUCTIONS.

3. CLOTHES DRYER EXHAUST DUCT SHALL
BE 26 GAGE GALV. SMOOTH SHEET METAL
ONLY WITH A MAXIMUM OF TWO 90
DEGREE BENDS AND 15 FEET LENGTH.

SEAMS AND JOINTS SHALL NOT CREATE

OBSTRUCTIONS OR POCKETS TO RESTRICT
FLOW.

2. ALL DUCTS OCCURRING IN THE GARAGE
SHALL BE 26 GAGE GALV. SHEET METAL
ONLY.

1. ALL DUCT PENETRATIONS THROUGH

WALLS SEPARATING GARAGE FROM THE

REST OF THE RESIDENCE SHALL BE
INSTALLED WITH 26 GAGE GALV. SHEET
METAL ONLY.

4. VENTING OF EXHAUST GASSES AND THE

SUPPLY OF COMBUSTION AIR SHALL BE IN

STRICT ACCORDANCE WITH THE

MANUFATURERS RECOMMENDATIONS AND

THE NATIONAL FUEL GAS CODE ANSI
Z223.1/NFPA 54.

GENERAL NOTES (MECHANICAL)
7" DIA. EXHAUST
DUCT U.T.R. TO
ROOF JACK.

W/H

1. ALL DUCTING SHALL PROVIDE AN
INSULATION VALUE OF R-6.

FAU
SEALED

RETURN AIR
CHASE
4" MIN.

DRYER VENT
7" DIA. EXHAUST
DUCT U.T.R. TO
ROOF JACK.

HEAT
PUMP

MANUFACTURER WEIGHT
VOLT PH HZ. 1 60

COOLING CAPACITY SEER ELECTRICAL

MANUFACTURER

1. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MATERIAL,

LABOR, EQUIPMENT, APPURTENANCES, AND ALL CONTRACTURAL

EXPENSES REQUIRED FOR THE COMPLETE INSTALLATION OF THE

MECHANICAL SYSTEM TO THE SATISFACTION OF THE OWNER AND
ARCHITECT.

2. THE INSTALLATION SHALL COMPLY WITH AND BE INSTALLED IN

ACCORDANCE WITH ALL LEGALLY CONSTITUTED AUTHORITIES & CODES HAVING JURISDICTION.

3. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL
EQUIPMENT, APPARATUS, ACCESSORIES (I.E., THE ENTIRE

INSTALLATION) AS FURNISHED BY HIM OR HER FOR A PERIOD OF ONE YEAR.

4. THE MECHANICAL CONTRACTOR SHALL OBTAIN & PAY FOR ALL PERMITS, LICENSES & INSPECTIONS REQUIRED TO COMPLETE THIS JOB.

5. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE SIZE,

LOCATION, & SERVICE REQUIRMENTS OF ALL MECHANICAL EQUIPMENT & DUCTWORK WITH THE GENERAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER CONTRACTORS PRIOR TO THE START OF CONSTRUCTION.

ARCHITECT SHALL BE NOTIFIED OF ANY CONFLICTS PRIOR TO THE START OF CONSTRUCTION.

6. ALL SHEET METAL DUCTWORK SHALL BE NEW GALVANIZED SHEET METAL. DUCT GAUGES, CONSTRUCTION, SUPPORT AND INSTALLATION

SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE,

CALIFORNIA MECHANICAL CODE AND 'SMACNA BEST TRADE
PRACTICES'.

7. LINED DUCT WORK SIZE SHOWN ON DRAWINGS ARE INSIDE
DIMENSIONS. DUCT LINER SHALL BE JOHNS-MANVILLE 'LINACOUSTIC' TYPE FIBER GLASS DUCT LINER 1.0" THICK, 1.5 LBS./CU. FT. DENSITY OR APPROVED ALTERNATIVE.

8. ALL TRANSVERSE JOINTS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT 4 OZ. CANVAS AND AIRBOL. THE CANVAS SHALL EXTEND 1" ON BOTH SIDES OF SEAM AND JOINT.

9. FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR ALL DUCTWORK

ATTACHED TO AIR MOVING EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS. FLEXIBLE CONNECTIONS SHALL BE CODE APPROVED NEOPRENE COATED GLASS TYPE FABRIC.

10. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT ALL MECHANICAL

EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION
ISOLATORS. FLEXIBLE CONNECTIONS SHALL BE CODE APPROVED AND

IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.

11. FLEXIBLE CONNECTIONS (MECHANICAL, PLUMBING AND

ELECTRICAL) SHALL BE PROVIDED AT ALL MECHANICAL EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS. FLEXIBLE

CONNECTIONS SHALL BE CODE APPROVED AND IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

12. ALL CONDENSATE DRAIN LINES RUNNING INSIDE BUILDINGS

SPACES SHALL BE INSULATED WITH JOHNS-MANVILLE 'AEROTUBE' TYPE PREFORMED SNAP-ON PLASTIC INSULATION.

13. PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY

LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING
JURISDICTION.

14. PAINT PLENUM BEHIND EACH GRILLE OR REGISTER WITH FLAT BLACK PAINT.

15. TEST, BALANCE AND ADJUST ALL DIFFUSERS, REGISTERS, ETC, FOR OPTIMUM AIR DISTRIBUTION AND MINIMUM NOISE.

16. ALL WALL SUPPLY REGISTERS (W.S.R.) SHALL BE KRUEGER AL 5880V DOUBLE DEFLECTION WITH O.B.D. FRAMES TO SUIT WALL OR CEILING.

17. ALL MODULAR CEILING DIFFUSERS (C.D.) SHALL BE KRUEGER SERIES 1200 CONSTRUCTED OF ALUMINUM WITH O.B.D. FRAMES TO SUIT CEILING. FINISH SHALL MATCH CEILING PAINT. CONSULT OWNER FOR COLOR.

18. RETURN AIR GRILLES SHALL BE KRUEGER SERIES EGC. ALL ALUMINUM. FRAME TO SUIT CEILING. FINISH SHALL MATCH CEILING PAINT. CONSULT OWNER FOR COLOR.

19. REFRIGERANT LINES SHALL BE TYPE 'L' COPPER WITH SILVER SOLDER JOINTS. PROVIDE AND INSTALL ALL NECESSARY MATERIALS

INCLUDING WIDE ELBOWS ONLY AND ALL REQUIRED APPURTNANCES FOR A COMPLETE JOB.

20. ALL REFRIGERANT LINES SHALL BE INSULATED WITH 3/4" FOAMED PLASTIC PIPE INSULATION J.M. 'AEROTUBE' OR EQUAL. WEATHER SEAL

AND UV PROOF COVERING SHALL BE INSTALLED AT ALL PIPING
EXPOSED TO SUN AND WEATHER TYPICAL.

22. FLEXIBLE DUCT SHALL BE JOHNS-MANVILLE 'MICRO-AIRE J-FLX' TYPE INSULATED FIBER GLASS DUCT, LENGTH NOT TO EXCEED 60".

23. ALL SUPPLY, RETURN AND OUTSIDE AIR INTAKE DUCTS SHALL BE

WRAPPED WITH JOHNS-MANVILLE 'R-SERIES MICRO-LITE WITH FSKL' TYPE FIBER GLASS DUCT INSULATION WITH ALUMINUM FOIL FACING; 2" THICK, 0.75 LBS./CU. FT. DENSITY.

HVAC GENERAL NOTES

AIR HANDLER SCHEDULE

HEAT PUMP SCHEDULE

HEATING CAPACITY
42,000
VOLT PH HZ. 1 60

ELECTRICAL
230

COOLING CAPACITY

3.5 TON
FLA

40.0 262

ALLIED - AC PRO

ALLIED - AC PRO
TOTAL
42,000
40 14.3 230
EER2

11.7 7.5
HSPF2 FLA
8/11/25FOR
COACHELLA VALLEY HOUSING COALITION45-701 MONROE ST.INDIO, CA 92201 1 2
M-1 SINGLE FAMILY RESIDENCE - COACHELLA HOMES
N 1/4"= 1'-0" SCALE
MECHANICAL FLOOR PLAN - 4 BEDROOM UNIT
3 CITY SUBMITTAL

CITY SUBMITTAL
MODEL 1374
4 BEDROOM

MECHANICAL FLOOR PLAN SCHEDULE, LEGEND
& NOTES

6.24.24 8.11.25
344
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Garon J.J. Darling Arcitect common law copyright or other reservedrights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
W03
3' by 1'-6"
W01
4' by 4'
W01
4' by 4'
W03
3' by 1'-6"
2 2
2 W01
4' by 4'
W01
4' by 4'
2 2
W01
4' by 4'
GARAGE
BATH
NO. 2
LIVING

BEDROOM
NO. 4

BEDROOM
NO. 2
MASTER

BEDROOM

FAMILY/
DINING
MASTER

BATHROOM

KITCHEN

COVERED
PORCH
101
102
106
107
108
110
111
112
113 114
115
116

CORRIDOR
NO.1
104
119
120

BEDROOM
NO. 3
109

CLOSET CLOSET
CLOSET
CLOSET
103

ENTRY LINEN
NO.1
117
LINEN
NO.2
118

CORRIDOR
NO.2
105
1/2" LINE
1/2" LINE

GAS CLOTHES
DRYER
(35,000 BTU -
31 CFH)

GAS OVEN/
RANGE
(40,000 BTU -
36 CFH)

PLUMBING - ISO
WC
LAV
2" VTR

TO SEWER MAIN

CLOTHES
WASHER
2"
3"
1 1/2"
VTR
3"
3"

KITCHEN
SINK
1 1/2"
VTR

TUB/SHOWER
2" VTR
LAV
WC
3"

TUB/SHOWER

PROPOSED

LOCATION FOR

GAS METER

AUTOMATIC

EARTHQUAKE

SHUT-OFF DEVICE

A R C H
I
T
E
C
T
D E
S
N
C
I
E
L
C - 23697
A
O
N
S
T
I
C L
A
I
O
T R
F
F A
E

GARON JAMES JOHN DARLING

GAS LAYOUT PLAN NOTES

GAS SIZING DEMANDS

MAXIMUM GAS DEMAND
HEAT
PUMP
3/4"
LINE
1/2" LINE 3/4"
LINE
1/2"
1/2"

GAS METER

GAS - ISO
3/4"
3/4"
3/4"

GAS OVEN/
STOVE
(40,000 BT)

GAS CLOTHES
DRYER
(35,000 BTU)
OVEN/RANGE - 36 CFH (1/2" DIA. PIPE)
CLOTHES DRYER - 31 CFH (1/2" DIA. PIPE)
COMBINED TOTAL - 67 CFH (3/4" DIA. PIPE)
DEVELOPED PIPE LENGTH = 38 LINEAL FEET.

GAS PIPE MATERIAL SHALL BE SCHEDULE 40
BLACK METALIC PIPE.

GAS INSTALLATION SHALL COMPLY WITH THE
CALIFORNIA PLUMBING CODE.

NOTE; ALL PLUMBING GAS INSTALLATION
SHALL COMPLY WITH THE 2022 CALIFORNIA
PLUMBING CODE.

RENEWAL DATE JULY 31 2027

FAU W/H
W03
3' by 1'-6"
W01
4' by 4'
W01
4' by 4'
W03
3' by 1'-6"
2 W01
4' by 4'
2 W01
4' by 4'
2 2
GARAGE
BATH
NO. 2
LIVING

BEDROOM
NO. 2
MASTER

BEDROOM

FAMILY/
DINING
MASTER

BATHROOM

KITCHEN

COVERED
PORCH
101
102
106
107
108
111
112
113 114
115
116

CORRIDOR
NO.1
104
119
120

BEDROOM
NO. 3
109

CLOSET CLOSET
CLOSET
CLOSET
103
ENTRY
1"
TRUNK
LINEN
NO.2
118

CORRIDOR
NO.2
105
1" TRUNK
4"
C.O.
3"
3"
3"
2"
2"
3"
2"
2"

HOSE BIB FITTED WITH NON-REMOVABLE

BACK-FLOW PREVENTION DEVICE
3"
3/4"
BRANCH
1" TRUNK
P.O.C. OF 4" SANITARY
SEWER TO SITE SEWER.

SEE CIVIL DRAWINGS
FOR CONTINUATION.
3/4"
BRANCH
3/4"
BRANCH
3/4"
BRANCH
3/4"
BRANCH

SEPARATION REQUIRED PER CODE AT
SEWER AND WATER SUPPLY TYP.

WATER PRESSURE

REGULATOR VALVE
1" FULL PORT

SHUT OFF BALL
VALVE.

HEADLOSS NOT TO
EXCEED .08 P.S.I.
1/2"

TO WATER
METER
1" TO
METER
NOTE; ALL PLUMBING

INSTALLATION SHALL COMPLY
WITH THE 2022 CALIFORNIA
PLUMBING CODE.

PROVIDE A PERMANENTLY
ACCESSIBLE 12-INCH SQUARE

BATHTUB TRAP ACCESS OR INSTALL
A NON-SLIP-JOINT TRAP TYP.

BEDROOM
NO. 4
110

PROVIDE A PERMANENTLY
ACCESSIBLE 12-INCH SQUARE

BATHTUB TRAP ACCESS OR

INSTALL A NON-SLIP-JOINT TRAP
TYP.

SEWER PIPE MATERIAL SHALL BE SCHEDULE
40 ABS-DWV PIPE AND FITTINGS PER ASTM D
2661

SANITARY SEWER INSTALLATION SHALL
COMPLY WITH THE 2022 CALIFORNIA
PLUMBING CODE.

SANITARY SEWER LAYOUT

PLAN NOTES

WATER SUPPLY LAYOUT

PLAN NOTES
FAUCETS- 1.2 GALLONS PER MINUTE
MAXIMUM.

1. WATER SUPPLY PIPE MATERIAL SHALL BE PEX OR
PVC SCHEDULE 40 PIPE AT EXTERIOR, PEX AT
INTERIOR.

WATER SUPPLY INSTALLATION SHALL COMPLY WITH
THE CALIFORNIA PLUMBING CODE.

2. SHOWERS AND SHOWER-TUBS SHALL BE

PROVIDED WITH INDIVIDUAL CONTROL VALVES OF

THE PRESSURE BALANCE, THERMOSTATIC, OR

COMBINATION PRESSURE BALANCE/THERMOSTATIC

MIXING VALVE TYPE THAT PROVIDE SCALD AND
THERMAL SHOCK PROTECTION. INSTALLATION

SHALL COMPLY WITH THE CALIFORNIA PLUMBING
CODE.

PLUMBING FIXTURE FLOW

RATES AND NOTES
WATER CLOSET - 1.28 GALLONS PER FLUSH
MAXIMUM.

SHOWER HEADS - 2.0 GALLONS PER MINUTE
MAXIMUM.

HEAT PUMP

WATER HEATER
60 GALLONS
1/2" TWIGS FOR

CLOTHES WASHER

3. HEAT PUMP WATER HEATER SHALL BE

NATIONALLY LISTED AND BE INSTALLED IN

ACCORDANCE WITH THE INSTALLATION

INSTRUCTIONS THAT WERE APPROVED AS PART OF
THEIR LISTING.

HEAT
PUMP

HOSE BIB FITTED WITH NON-REMOVABLE

BACK-FLOW PREVENTION DEVICE

FAU W/H
1" TRUNK

CONDENSATE

LINE RUN IN

WALL TO
EXTERIOR.

N 1/4"= 1'-0" SCALE N 1/4"= 1'-0" SCALE
FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2

SINGLE FAMILY RESIDENCE - COACHELLA HOMES
P-1 PLUMBING (SEWER & WATER) FLOOR PLAN - 4 BEDROOM UNIT PLUMBING (GAS) FLOOR PLAN - 4 BEDROOM UNIT 8/10/25
3 CITY SUBMITTAL MODEL 1374
4 BEDROOM

PLUMBING FLOOR PLAN

SCHEDULE, LEGEND &
NOTES

6.24.24 CITY SUBMITTAL 8.11.25
345
Item 3.

REVISIONS
SHEET
remarks 45-701 Monroe Street, Suite G Indio, CA 92201 760-347-3157 Coachella Valley Housing Coalition
AUTHOR:

DATE:

JOB NO:

JH
5/30/24
32565
date
- - -
- - -
- - -
- - - Mariposa Point Coachella, CA
- - -
- - -
- - -
- - -

SHEET TITLE
- - -
- - -Modesto, CA 209-618-4462 Fax: 209-846-9796
www.califliving.com
If a Builder and/or Subcontractor deviates in anyway from any design produced by California Living & Energy withoutthe expressed written consent of California Living & Energy then all warranties become null and void.

EN-1
ENERGY
NOTE: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc, must also be considered. It is the HVAC designer’s responsibility to consider all factors when selecting the HVAC equipment. Mechanical Contractor must warrant the installed system to meet all Energy Star requirements if applicable. The minimum size of the residential heating systems is regulated by the California Building Code (CBC), Section 310.11. The CBC requires that the heating system be capable of maintaining a temperature of 70° at a distance three feet above the floor throughout the conditioned space of the building.

California Living & Energy does not warrant or assume responsibility for performance or installation of any equipment labeled or alluded to on any calculation produced by California Living & Energy. Builder and all sub-contractors working on the project involving Title-24 understand and accept all aspects of the Title-24 submitted to building department pertaining to their work. All subcontractors are responsible to contact the builder and California Living & Energy before beginning work if there is any error in any calculation that would prevent the Sub-Contractor from warranting the performance of his product which includes any Energy Star procedures.

Builder Services Network
PLAN 1374
Z:\Projects\Coachella Valley Housing Coalition\Mariposa Point\T-24\Datasheets\Mariposa Point - Datasheet.docx 5/24/24 Job# 32565 JH CONSERVATION FOR THE CALIFORNIA LIFESTYLE CL&E A Division of Builder Services Network
Title 24 Compliance-Residential/Non-Residential
2937 Veneman Ave, Suite C275
Modesto, CA 95356
Ph: 209-618-4462 Fx: 209-846-9796
Slawomir Rutkowski
Coachella Valley Housing Coalition
45-701 Monroe Street, Suite G
Indio, CA 92201
760-347-3157
CBECC v3.1
Re: Mariposa Point in Coachella, CA Climate Zone 15 2022 Code Compliance EDR Efficiency / EDR Total 0.9 / 0.2
EDR Source 0.2
Photovoltaic 5.15 kW
Plan Name 1374
File Name CV1374MP
Square Footage 1374
Number of Stories 1
Glazing Percentage 8.47%
Roofing Material Tile
Reflectance/Emittance 0.26 / 0.90
Attic Floor* R-38
Attic Below Roof Deck R-13
Radiant Barrier -
Exterior Wall 2x4 Stucco R-15 + R-4
Exterior Wall 2x4 Siding -
Exterior Wall 2x6 Stucco -
Exterior Wall 2x6 Siding -
Knee Wall -
Floor Over Garage/Exterior -
Sub Floor/Slab Slab
Minimum SEER2/EER2 Value 14.3 / 11.7
Minimum HSPF2 7.5
Duct Insulation R-6.0
Whole House Fan (CFM) -
Fan Wattage (W/CFM) Yes (0.45)
Airflow (CFM) Yes (350)
Duct Testing Required Yes (5.0%)
Indoor Air Quality (CFM) Yes (71) Balanced
HRV/ERV W/CFM 0.88
HRV/ERV SRE 69%
HRV/ERV ASRE 75%
HRV/ERV Fault Indicator Display Yes
Kitchen Exhaust Yes
Refrigerant Charge Yes
SEER2 Verification -
EER2 Verification -
Heat Capacity Verification Yes
Infiltration (CFM) -
Low Leakage Air Handler -
Insulation Inspection** Yes
Fuel Type Heat Pump
Uniform Energy Factor (Tank Size) PROPH50 T2 RH375-30
Distribution Standard
* Due to the stringencies of the California Energy Commission for approved methods of quality insulation inspection. California Living & Energy recommends to not install batt-insulation in the attic and ceiling areas due to the risk of not meeting the quality insulation inspection requirements. **Builders are strongly encouraged to enforce strict Title 24 compliance with all subcontractor scopes of work. Modifications to Title 24 specifications during construction may result in complications including but not limited to sampling protocol, CF-3R closing delays, state registry errors, and/or loss of rebates plus no CF-3R at final. ***This document is for communication purposes only. CF-1R compliance certificate(s) will be issued after approval of this document, and after HERS registration has been completed, if needed. Upon receipt of the final CF-1R form(s), please distribute to corresponding subcontractors.

Windows U-Value SHGC
Operable 0.30 0.20
Sliding Glass Door 0.30 0.20

Date of Plans: 4/30/24
Envelope HVAC HERS Inspections H O2

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James Hernandez
Builder Services Network 05/24/2024
2937 Veneman Avenue R22-18-40006
Modesto, CA 95356 209-538-2879
Angelica O'Malley
Coachella Valley Housing Coalition 05/30/2024
45-701 Monroe Street 820319
Indio, CA 92201 800-689-4663
424-P010092794A-000-000-0000000-0000 05/30/2024 14:26 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document.

Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 346
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING
S
T
I C L
A
I
O
T R
F F A
E
AR CHI
T
E
E D
SN
E
C
I
L
C
T
RENEWAL DATE JULY 31 2027

4.106.4.2.1
EV charging space (EV space) locations
Construction documents shall indicate the location of proposed EV spaces. At least 1 EV space shall be located in common use areas and available for use by all residents.

When EV chargers are installed, EV spaces required by Section

4.106.4.2.2,
Item 3, shall comply with at least 1 of the following options:

1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.

2. The EV space shall be located on an accessible route to the building,as defined in the California Building Code, Chapter 2.

Division 4.2- ENERGY EFFICIENCY

4.201.1 & 5.201.1
Scope
Energy efficiency requirements for low-rise residential (Section

4.201.1) and high- rise residential/hotels/motels (Section

5.201.1) are now in both residential and nonresidential chapters of CALGreen.

Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those
required by the 2016 California Energy Code.

SCOPE REQUIREMENT
Division 4.4 MATERIAL CONSERVATION & RESOURCE

EFFICIENCY (ENHANCED DURABILITY & REDUCED

MAINTENANCE)

4.406.1
Rodent proofing
Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents.

Division 4.4 MATERIAL CONSERVATION & RESOURCE

EFFICIENCY (CONSTRUCTION WASTE REDUCTION,

DISPOSAL & RECYCLING)

4.408.1
Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste
management ordinance.

Documentation is required per Section 4.408.5.

Exceptions:

1. Excavated soil and land-clearing debris.

2. Alternative waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.

3. The enforcing agency may make exceptions to the
requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.

Division 4.3 WATER EFFICIENCY AND CONSERVATION
(INDOOR WATER USE)

4.303.1
Water conserving plumbing fixtures and fittings
Plumbing fixtures and fittings shall comply with the following:

4.303.1.1, 4.303.1.2, 4.303.1.3.1, 4.303.1.3.2, 4.303.1.4.1,

4.303.1.4.2, 4.303.1.4.3, & 4.303.1.4.4
Water Closets: ≤ 1.28 gal/flush
Wall Mounted Urinals: ≤ 0.125 gal/flush; all other urinals ≤ 0.5 gal/flush Single Showerheads: ≤ 2.0 gpm @ 80 psi
Multiple Showerheads: combined flow rate of all showerheads controlled by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower outlet is to be in operation at a time Residential Lavatory Faucets: Maximum Flow Rate 1.2 gpm @ 60 psi; Minimum Flow Rate ≥ 0.8 gpm @ 20 psi
Lavatory Faucets in Common and Public Use Areas of
Residential Buildings: ≤ 0.5 gpm @ 60 psi
Metering Faucets: ≤ 0.25 gallons per cycle
Kitchen Faucets: ≤ 1.8 gpm @ 60 psi; temporary increase to

2.2 gpm allowed but shall default to ≤1.8 gpm

4.303.2
Standards for plumbing fixtures and fittings
Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the California
Plumbing Code.

Division 4.3 WATER EFFICIENCY AND CONSERVATION
(OUTDOOR WATER USE)

4.304.1
Outdoor potable water use in landscape areas
After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following:

1. A local water efficient landscape ordinance or the current California Department of Water Resources‚ Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent, or

2. Projects with aggregate landscape areas less than 2500 square feet may comply with the MWELO's Apendix D
Prescriptive Compliance Option.

Division 4.1 - PLANNING AND DESIGN (SITE DEVELOPMENT)

4.106.2
Storm water drainage and retention during construction
Projects which disturb less than 1 acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction.

4.106.3
Grading and paving
Site shall be planned and developed to keep surface water from entering buildings. Exceptions: Additions and alterations which do not alter the existing drainage path.

4.106.4
Electric vehicle (EV) charging for new construction
Comply with Section 4.106.4.1 and 4.106.4.2 for future
installation and use of EV chargers.

Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.

Exceptions on a case-by-case basis as determined by the AHJ:

1. Where there is no commercial power supply.

2. Verification that meeting requirements will alter the local utility infrastructure design requirements on the utility side of the meter increasing costs to the homeowner/developer by more than $400.00 per dwelling unit.

3. ADU.

4.106.4.1 & 4.106.4.1.1
EV charging: 1- & 2-family dwellings/townhouses with attached private garages
Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit for each dwelling unit.

Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter).

Raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger.

Raceways are required to be continuous at enclosed,
inaccessible or concealed areas and spaces.

Service panel and/or subpanel shall provide capacity to install a 40-ampere
minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as ‚"EV CAPABLE‚". The raceway termination location shall be permanently and visibly marked as ‚"EV CAPABLE‚"

4.106.4.2
EV charging for multifamily dwellings
If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number.

Note: Construction documents are intended to demonstrate the project‚ capability and capacity for facilitating future EV charging.

There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.

Residential New Construction
Project Address: VARIOUS - SEE SHEET T-1
Project Description: SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE SECTION SHEET # COMMENT

4.106.4.2.2
EV charging space (EV space) dimensions
EV spaces shall be designed to comply with the following:

1. The minimum length of each EV space shall be 18 feet.

2. The minimum width of each EV space shall be 9 feet.

3. One in every 25 EV spaces, but not less than 1, shall also have an 8-foot wide minimum aisle. A 5-foot wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet.
a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in
48 units horizontal (2.083% slope) in any direction.

4.106.4.2.3
Single EV space required
Install listed raceway capable of accommodating a 208/240-volt dedicated branch circuit.

1. The raceway shall not be less than trade size 1 (nominal 1- inch inside diameter).

2. The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space.

3. Construction documents shall identify the raceway
termination point.

4. The service panel and/or subpanel shall provide capacity to install a 40-ampere
minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

4.106.4.2.4
Multiple EV spaces required
Construction documents shall indicate raceway termination point and proposed location of future EV spaces and EV
chargers. Construction documents shall also provide
information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at full rated amperage of the EVSE.

Plan design shall be based upon a 40-ampere minimum branch circuit.

Raceways and related components planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.

4.106.4.2.5
Identification
The service panel or subpanel circuit directory shall
identify the overcurrent protective device space(s) reserved for future EV charging purposes as ‚"EV CAPABLE" in accordance with the California Electrical Code.

Notes:

1. The California Department of Transportation adopts and publishes the California Manual on Uniform Traffic Control Devices (California MUTCD)‚ to provide uniform standards and specifications for all official traffic control devices in Californ ia. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 12-01.

Website: http://www.dot.ca.gov/hq/traffops/policy/13-01.pdf

2. See Vehicle Code Section 22511 for EV charging space signage in off-parking facilities and for use of EV charging spaces.

3. The Govenor's office of Planning and Research (OPR)
published a "Zero Emission Vehicle Community Readiness
Guidebook" which provides helpful information for local governments, residents and businesses. Website; http:// opr.ca.gov/docs/ZEV_Guidebook.pdf
Construction waste management plan

4.408.2
Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and shall be available for examination during construction.

Waste management company

4.408.3
Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1.

4.408.4 4.408.4.1
Waste stream reduction alternative
Low-rise residential Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1.

Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1.

SECTION SCOPE REQUIREMENT SHEET # COMMENT SECTION SCOPE REQUIREMENT SHEET # COMMENT

4.408.5 Documentation
documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.

4.408.4 4.408.4.1
Division 4.4 - BUILDING MAINTENANCE & OPERATION
Operation and maintenance manual
At the time of final inspection, a manual, compact disc, webbased reference or other media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building.

4.410.2 Recyling by Occupants
Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage, and collection of non-hazardous materials for recycling, including (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resourses Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply with the organic waste portion of this section.

Division 4.5 ENVIRONMENTAL QUALITY (FIREPLACES)

4.503.1
General
Any installed gas fireplace shall be a direct-vent sealedcombustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards
(NSPS) emission limits as applicable, and shall have a
permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable local ordinances.

Division 4.5 ENVIRONMENTAL QUALITY (POLLUTANT

CONTROL)

4.504.1
Protection during construction
At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetal or other methods acceptable to the
enforcing agency to reduce the amount of water, dust and debris entering the system may be used.

4.504.2.1
Adhesives, sealants and caulks
Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers,and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroentylene), except for aerosol products as specified in Subsection 2 below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations (CCR), Title 17, commencing with Section 94507.

4.504.2.2
Paints and coatings
Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply.

The VOC content limit for coatings that do not meet the definitions for the specialty coatings catergories listed in Table

4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.

4.504.2.3
Aerosol paints and coatings
Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in Section 94522(a)(2) and other
requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section
94522(e)(1) and (f)(1) of the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.

4.504.3
Carpet systems
Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following:

1. Carpet and Rug Institute‚ Green Label Plus Program

2. California Department of Public Health, ‚ÄúStandard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers,Version 1.1, February 2010 (also known as
Specification 01350)

3. NSF/ANSI 140 at the Gold level

4. Scientific Certifications Systems Indoor AdvantageTM Gold

4.504.3.1
Carpet cushion
Carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Plus Program.

4.504.3.2
Carpet adhesive
Carpet adhesives shall meet the requirements of Table 4.504.1.

SECTION SCOPE REQUIREMENT SHEET # COMMENT

4.504.4
Resilient flooring systems
Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following:

1. Products compliant with the California Department of Public Health, Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS LowEmitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database

2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools Program)

3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program

4. Meet the California Department of Public Health, Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers,Version 1.1, February 2010 (also known as Specification 01350)

4.504.5
Composite wood products
Hardwood plywood, particleboard and medium density
fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board‚ Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. seq.), as shown in Table 4.504.5. Documentation is required per Section 4.504.5.1.

Definition of Composite Wood Products: Composite wood
products include hardwood plywood, particleboard, and medium density fiberboard. ‚Composite wood products‚ do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists, or finger-joined lumber, all as specified in CCR, Title 17, Section 93120.1(a).

4.504.5.1
Documentation
Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1.

Division 4.5 ENVIRONMENTAL QUALITY (INTERIOR

MOISTURE CONTROL)

4.505.2
Concrete slab foundations
Concrete slab foundations or concrete slab-on-ground floors required to have a vapor retarder by the California Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section.

4.505.2.1
Capillary break
A capillary break shall be installed in compliance with at least 1 of the following:

1. A 4-inch thick base of 1/2-inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concreate and a concrete mix design which will address
bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.

3. A slab design specified by a licensed design professional.

4.505.3
Moisture content of building materials
Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following:

1. Moisture content shall be determined with either a probe-type or a contact-type moisture meter. Equivalent moisture
verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8.

2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade-stamped end of each piece to be verified.

3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.

Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers drying recommendations shall be followed for wet-applied insulation products prior to enclosure.

Division 4.5 ENVIRONMENTAL QUALITY (INDOOR AIR

QUALITY & EXHAUST)

4.506.1
Bathroom exhaust fans
Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.

2. Unless functioning as a component of a whole house
ventilation system, fans must be controlled by a humidity control.
a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a maximum of 80%.
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in.

Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans or
mechanical ventilation is required in each bathroom.

REQUIREMENT SHEET # COMMENT
Division 4.5 ENVIRONMENTAL QUALITY (ENVIRONMENTAL

COMFORT)

4.507.2
Heating and air conditioning system design
Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods:

1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.

2. Duct systems are sized according to ANSI/ACCA 1 Manual D‚ 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or
methods.

3. Select heating and cooling equipment according to ANSI/ ACCA 3 Manual S - 2014 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems functions are acceptable.

SECTION SCOPE
CHAPTER 7 INSTALLER & SPECIAL

INSPECTOR QUALIFICATION
(QUALIFICATIONS, VERIFICATIONS)
702.1
Installer training
HVAC system installers shall be trained and
certified in the proper installation of HVAC
systems and equipment by a recognized training
or certification program.

Examples of acceptable HVAC training and
certification programs include but are not limited
to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or
statewide energy consulting or
verification organizations.

4. Programs sponsored by manufacturing
organizations. 5. Other programs acceptable to
the enforcing agency.
702.2
Special inspection
Special inspectors must be qualified and able to
demonstrate competence to the enforcing agency
in the discipline in which they are inspecting.
703.1
Documentation
Documentation of compliance shall include, but is
not limited to, construction documents, plans,
specifications, builder or installer certification,
inspection reports, or other methods acceptable
to the local enforcing agency. Other specific
documentation or special
FORMALDEHYDE LIMITS1
Table 4.504.4.1
ADHESIVE VOC LIMIT1,2
Specialty Applications
Architectural Applications VOC Limit
Indoor carpet adhesives 50
Carpet pad adhesives 50
Outdoor carpet adhesives 150
Substrate Specific Applications
Wood flooring adhesives 100
Rubber floor adhesives 60
Subfloor adhesives 50
Ceramic tile adhesives 65
VCT and asphalt tile adhesives 50
Table 4.504.4.2

SEALANT VOC LIMIT
Sealant Primers
Table 4.504.4.5
Maximum Formaldehyde Emissions in Parts
per Million
Drywall and panel adhesives 50
Less Water and Less Exempt Compounds
in Grams per Liter

2. For additional information regarding
methods to measure the VOC content
specified in this table, see South Coast Air
Quality Management District Rule 1168.

Less Water and Less Exempt Compounds in
Grams per Liter
Note: For additional information regarding
methods to measure the VOC content
specified in these tables, see South
Coast Air Quality Management District
Rule 1168.

Thin medium density fiberboard2

0.13 Medium density fiberboard 0.11
Particle board 0.09
Hardwood plywood composite core 0.08
Hardwood plywood veneer core 0.05
Product Current Limit

1. Values in this table are derived from
those specified by the California Air
Resources Board, Air Toxics Control
Measure for Composite Wood as tested in
accordance with ASTM E1333. For
additional information, see California Code
of Regulations, Title 17, Sections 93120
through 93120.12.

2. Thin medium density fiberboard has a
maximum thickness of 5/16 inch (8 mm).

Sealants VOC Limit
Architectural 250
Non-membrane roof 300
Marine deck 760
Roadway 250
Single-ply roof membrane 450
Other 420
Architectural: Nonporous 250
Porous 775
Modified bituminous 500
Marine deck 760
Other 750

1. If an adhesive is used to bond dissimilar
substrates together, the adhesive with the
highest VOC content shall be allowed.

Fiberglass 80
Wood 30
Porous material (except wood) 50
Plastic foams 50
Metal to metal 30
Top and trim adhesive 250
Structural wood member adhesive 140
Special purpose contact adhesive 250
Contact adhesive 80
Adhesive primer for plastic 550
Plastic cement welding 250
ABS welding 325
CPVC welding 490
PVC welding 510
Other adhesive not specifically listed 50
Single-ply roof membrane adhesives 250
Structural glazing adhesives 100
Multipurpose construction adhesives 70
Cove base adhesives 50
City Of Coachella, CA 2022 CALGreen Notes
These requirements are effective January 1, 2022, for newly constructed residential buildings: low-rise, high rise, and hotels/motels.

Project Name: SINGLE FAMILY RESIDENCE FOR COACHELLA, CA FOR
COACHELLA VALLEY HOUSING COALITION45-701 MONROE ST.INDIO, CA 92201 1 2

SINGLE FAMILY RESIDENCE - COACHELLA HOMES
8/10/25
3 CITY SUBMITTAL

CAL GREEN, NOTES,

TABLES & REQUIREMENTS
CG-1 5.28.24 CITY SUBMITTAL 8.11.25
347
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Garon J.J. Darling Arcitect common law copyright or other reservedrights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
W03
3' by 1'-6"
W01
4' by 4'
W01
4' by 4'
W03
3' by 1'-6"
2 2
W01
4' by 4'
2 W01
4' by 4'
W01
4' by 4'
2 2
REF
W D
GARAGE

SHELF & POLE SHELF & POLE
5 SHELVES
PANTRY
LIVING

FAMILY/
DINING
MASTER

BATHROOM

KITCHEN
101
102
111
113 114
115
116
5 SHELVES
119
LINEN
NO.1
117

CLOSET CLOSET
CLOSET
CLOSET

SHELF & POLE
S
S
S
S
S
S
S
MASTER

BEDROOM
107

BEDROOM
NO. 3
109

BEDROOM
NO. 4
110
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI

AFCI AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI

BEDROOM
NO. 2 108

COVERED
PORCH 120
S
S
112
BATH
NO. 2

MEDICINE
CAB.

S
AFCI
S
S
103
ENTRY
GFCI

AT CEILING HEIGHT FOR GARAGE

DOOR OPENER
S

MEDICINE
CAB.

SS
G
S
S
S
S
SCM
GFCI -
WP
GFCI -
WP
S GFCI
SCM
S

CORRIDOR
NO.1
CORRIDOR 104
NO.2
105
3 S
3 S
110 V.

LINEN
NO.2 118
C
GFI

GROUND FAULT CIRCUIT

INTERUTPTER DUPLEX OUTLET

S SINGLE POLE SWITCH

GARBAGE DISPOSER
SCM
S
G

GROUND FAULT CIRCUIT

INTERUTPTER DUPLEX OUTLET

IN WEATHERPROOF BOX
GFCI -
WP
S3

THREE WAY SWITCH
A EXHAUST FAN BATHROOM 50
CFM

EXHAUST FAN KITCHEN HOOD
100 CFM

EXHAUST FAN WHOLE HOUSE
VENTILATION 60 CFM
B
C
A
A
B
DEDICATED 208/240V OUTLET
(VERIFY NEMA 6-50 SOCKET) AND

BRANCH CIRCUIT FOR ELECTRIC
VEHICLE CHARGING WITH 50 AMP
GFCI CIRCUIT BREAKER PER CODE.
220

SMOKE DETECTOR WITH

AUDIO AND VISUAL ALARM

COMBINATION CARBON

MONOXIDE DETECTOR AND

SMOKE DETECTOR WITH

F AUDIO AND VISUAL ALARM
S
ELECTRICAL MAIN SERVICE PANEL - EATON MBE2040PV200BTF EATON SOLAR POWER CENTER METER BREAKER, TYPE BR, SOLAR-READY, COPPER BUS 225 AMPERE, GALVANIZED STEEL ENCLOSURE, OVERHEAD/UNDERGROUND, 22kAIC, FLUSH MOUNTING, SINGLE-PHASE, 120/240V.

CONCRETE ENCASED ELECTRODE
(UFER GROUND) SIZED PER CODE.

BOND TO PANEL AND COLD
WATER SUPPLY PIPE PER CODE.

F
H H
H H
106
J J
B B

NOTES THIS SHEET
1 3 SMOKE ALARMS SHALL BE INTERCONNECTED IN

SUCH A MANNER THAT THE ACTIVATION OF ONE

ALARM WILL ACTIVATE ALL OF THE ALARMS IN
THE INDIVIDUAL UNIT. THE ALARM SHALL BE

CLEARLY AUDIBLE IN ALL BEDROOMS OVER

BACKGROUND NOISE LEVELS WITH ALL
INTERVENING DOORS CLOSED.
2 SMOKE ALARM MUST RECEIVE THEIR PRIMARY

POWER FROM THE BUILDING WIRING AND SHALL
BE EQUIPED WITH A BATERY BACK-UP. WIRING

SHALL BE PERMANENT AND WITHOUT A

DISCONNECTING SWITCH OTHER THAN FOR
OVERCURRENT PROTECTION. SMOKE ALARMS

SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE
LOW.

COMBINATION CARBON MONOXIDE ALARM AND

SMOKE ALARM MUST RECEIVE THEIR PRIMARY

POWER FROM THE BUILDING WIRING AND SHALL
BE EQUIPED WITH A BATERY BACK-UP. WIRING

SHALL BE PERMANENT AND WITHOUT A

DISCONNECTING SWITCH OTHER THAN FOR
OVERCURRENT PROTECTION. COMBINATION

CARBON MONOXIDE ALARM AND SMOKE ALARM

SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE
LOW.
4 RECESSED LIGHTS SHALL BE CONTROLLED BY
VACANCY SENSORS OR DIMMERS.
5 FACE PLATE OF WHOLE HOUSE VENTILATION

SWITCH SHALL INCLUDE THE WORDS
"VENTILATION CONTROL. THIS CONTROLS THE
VENTILATION SYSTEM OF THE HOME. LEAVE ON
EXCEPT FOR SEVERE OUTDOOR CONTAMINATION."
GFCI
GFCI

DISCONNECT

SWITCH WP
110 V. W/H GFCI
220 V.

FAU
GFCI
220 V.
220 V.

HEAT
PUMP

ARC FAULT CIRCUIT

INTERUTPTER DUPLEX OUTLET
AFCI
ELECTRICAL SYMBOL LIST C - 23697

GARON JAMES JOHN DARLING
A
O
N
S
T
I
C L
A
I
O
T R
F
F A
E

A R C H
I
D E
S
N T
E
C
T
C
I
L
E
RENEWAL DATE JULY 31 2027
13 DESCRIPTION

ELECTRICAL FIXTURE LIST
C
D
TYPE
CEILING MOUNTED LIGHT FIXTURE WITH HIGHEFFICIENCY LUMINAIRES

WALL MOUNTED SCONCE LIGHT FIXTURE WITH

HIGH-EFFICIENCY LUMINAIRES

E VANITY WALL MOUNTED BRACKET LIGHT

FIXTURE WITH HIGH-EFFICIENCY LUMINAIRES
A

F OUTDOOR WALL MOUNTED LIGHT FIXTURE WITH

HIGH-EFFICIENCY LUMINAIRES

WATTS REMARKS

CONTROLLED BY A MOTION SENSOR

WITH PHOTO CONTROL
B
CEILING MOUNTED LIGHT FIXTURE WITH HIGHEFFICIENCY LUMINAIRES (2)32

PIN-BASED LINEAR

FLUORESCENT
32 WATT T8
LED

OUTDOOR WALL MOUNTED LIGHT FIXTURE WITH

HIGH-EFFICIENCY LUMINAIRES

CONTROLLED BY A MOTION SENSOR

WITH PHOTO CONTROL

CONTROLLED BY A
VACANCY SENSOR.

LED
LED 13
LED 13
LAMP
13 H
LED 13
J
6" DIA. RECESSED CAN (IC-AT RATED -ASTM
E283) CEILING LIGHT FIXTURE WITH HIGHEFFICIENCY LUMINAIRES RECESSED CAN (IC-AT RATED -ASTM E283)

CEILING LIGHT FIXTURE WITH HIGH-EFFICIENCY

LUMINAIRES

SHALL COMPLY WITH ALL THE REQUIREMENTS
OF CEnC 150.0(K)C. CONTROLLED BY A
DIMMER AND VACANCY SENSOR.

LED 13 CONTROLLED BY A DIMMER AND
VACANCY SENSOR.

SHALL COMPLY WITH ALL THE REQUIREMENTS
OF CEnC 150.0(K)C. CONTROLLED BY A
DIMMER AND VACANCY SENSOR.

LED 13

CONTROLLED BY SWITCH AND LED
DIMMER.

AFCI
SD

ARC FAULT CIRCUIT

INTERUTPTER DUPLEX OUTLET

SPLIT OUTLET

COMPACT
FLUORESCENT 26 CEILING MOUNTED FAN & LIGHT FIXTURE COMBO

WITH HIGH-EFFICIENCY LUMINAIRES K
SD
S

RECESSED

CEILING BOX

FOR FUTURE
FAN.

S S
SD

RECESSED

CEILING BOX

FOR FUTURE
FAN.

RECESSED

CEILING BOX

FOR FUTURE
FAN.

S
220 V. 110 V.

RECESSED

CEILING BOX

FOR FUTURE
FAN.

S
60 CFM EXHAUST FAN

WITH WALL SWITCH -
SOUND RATED AT 1.0
SONE MAX. FACE PLATE

OF SWITCH SHALL

INCLUDE THE WORDS
"VENTILATION CONTROL"
-SEE NOTE 4 THIS SHEET.

K
SD
NOTE - DO NOT INSTALL METER ON/OVER/IN SHEAR WALL.
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL

CITY SUBMITTAL
E-1 MODEL 1374 4 BEDROOM
N 1/4"= 1'-0" SCALE
ELECTRICAL FLOOR PLAN - 4 BEDROOM UNIT

ELECTRICAL PLANSCHEDULE, LEGEND & NOTES

6.24.24 8.11.25
348
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copiesthereof furnished by Garon J. J. Darling Architect are and shall remain its property. They are to be used only withrespect to this Project and are not to beused on any other project. Submission or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of Garon J.J. Darling Arcitect common law copyright or other reservedrights.

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540

OF FEEDERS AND/OR BRANCH CIRCUITS STUB-OUTS FOR ALL

MECHANICAL SYSTEM

1. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL CONTROL DIAGRAM SHOWN ON MECHANICAL DRAWINGS. COORDINATE WITH

MECHANICAL CONTRACTOR AND PROVIDE ALL LINE AND LOW VOLTAGE

CONDUITS AND WIRING AND ALL CONTROL COMPONENTS SUCH AS
TIME CLOCK, RELAYS, CONTACTORS, ETC. AS REQUIRED BY
MECHANICAL SECTION FOR A COMPLETE "HVAC" SYSTEM INSTALLATION.

2. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.

3. ALL FINAL CONNECTIONS TO MOTORS SHALL BE WITH LIQUID TIGHT FLEXIBLE CONDUITS. INSTALLATION SHALL COMPLY WITH THE LATEST N.E.C., AND SHALL BE PER LOCAL ELECTRICAL INSPECTOR'S

4. ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL

CONTRACTOR THE EXACT LOCATION AND ELECTRICAL RATINGS OF

ALL A/C UNITS PRIOR TO ROUGH-IN WORK AND ORDERING
ELECTRICAL EQUIPMENT. REFER TO A/C UNITS NAMEPLATES

AND PROVIDE PROPER FUSES AND WEATHERPROOF DISCONNECT

5. ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL

CONTRACTOR THE EXACT LOCATION FOR POINTS OF CONNECTIONS

LIGHTING FIXTURES
SECURED TO THE BUILDING STRUCTURE.

FOR, THE MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT.

CIRCUIT BREAKERS OF MINIMUM INTERRUPTING CURRENT RATED FOR, AND BRACED EATON (CUTTLER HAMMER), GENERAL ELECTRIC OR WESTINGHOUSE", WITH MATCHING

29. ALL MATERIALS USED IN FABRICATION OF CONSTRUCTION OR THE VARIOUS

PARTS OF THE ELECTRICAL INSTALLATION INCLUDED IN THIS CONTRACT

SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE

NATIONAL BOARD OF FIRE UNDERWRITERS WHERE APPLICABLE, AND SHALL BEAR THE UL LABEL. INSTALLATION OF LIGHT FIXTURES, BOXES, PANELS OR

OTHER ELECTRICAL MATERIALS IN ANY FIRE RATED ENCLOSURE SHALL NOT

28. THE ENTIRE WORK AREA SHALL BE LEFT CLEAN AND FREE OF DEBRIS

NOT AVAILABLE AT TIME OF BID, SO STATE THAT THESE ITEMS ARE NOT

THAT THE ELECTRICAL CONTRACTOR MUST PROVIDE AND IF SUCH INFORMATION IS

MECHANICAL PLANS AND CONTROL WIRING DIAGRAMS FOR EACH ELECTRICAL ITEM HEATERS, AIR CONDITIONING, REFRIGERATION AND CONTROLS. COORDINATE WITH

FURNISHED BY OTHERS, SUCH AS KITCHEN EQUIPMENT, ALARM SYSTEMS, WATER

SWITCHES REQUIRED AND MAKE ALL THE NECESSARY CONNECTIONS TO EQUIPMENT

27. FURNISH AND INSTALL ALL NECESSARY ELECTRICAL EQUIPMENT INCLUDING TIME

26. ALL SWITCHGEAR, MOTOR CONTROLS, AND PANELBOARDS SHALL BE "SQUARE "D",

25. ALL FLUORESCENT LAMPS SHALL BE T8 ENERGY SAVINGS TYPE AND BALLASTS SHALL VOID THE FIRE RATING OF THAT ENCLOSURE.

ON A DAILY BASIS AND AT THE COMPLETION OF THE PROJECT.

INCLUDED IN THE BID.

BE ELECTRONIC ENERGY SAVING TYPE.

24. ALL RECESSED FLUORESCENT LIGHTING FIXTURES SHALL BE INDEPENDENTLY

SET OF SPARE FUSES, REPLACEMENT INSTRUCTIONS FOR BALLASTS, DIFFUSERS,

23. PROVIDE ALL KEYS, MANUFACTURERS' WARRANTIES, OPERATING MANUALS, ONE PLASTIC SHEETS INDICATING BRANCH CIRCUITS. SEE PANEL SCHEDULES FOR

22. ALL PANELBOARDS SHALL HAVE TYPEWRITTEN DIRECTORIES MOUNTED UNDER CLEAR

CABINETS SHALL BE IDENTIFIED WITH ENGRAVED MICARTA NAMEPLATES ATTACHED

21. ALL SWITCHGEAR, CONTROLS, PANELBOARDS, DISCONNECT SWITCHES AND TERMINAL

CREDIT FOR OWNER SO STATED, AND MUST BE AUTHORIZED IN WRITING PRIOR TO

SUBSTITUTIONS MUST BE CLEARLY NOTED, WITH COMPLETE DETAILED DATA, ALL SWITCHGEAR, LIGHTING FIXTURES, TRANSFORMERS, PANELBOARDS, ETC.

20. SUBMIT SIX SETS OF COPIES OF COMPLETE SHOP DRAWINGS FOR APPROVAL FOR

18. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF TYPE.

VERIFY EQUIPMENT LOCATIONS AND REQUIREMENTS THEREOF PRIOR TO

17. COORDINATE WITH OTHER TRADES FOR THE EXACT ROUTING OF CONDUITS AND

DEVICES AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY, SHORT CIRCUITS PERFORM ALL REQUIRED TESTS OF THE WORK FOR APPROVAL. ALL WIRING

16. CONTRACTOR SHALL FURNISH THE NECESSARY EQUIPMENT AND PERSONNEL TO CONTRACTOR AND COORDINATE MOUNTING METHOD. COMPLY WITH ALL LOCAL AND MOUNTING HARDWARE. VERIFY TYPE OF CEILING TO BE INSTALLED WITH GENERAL

15. ALL LIGHTING FIXTURES SHALL BE COMPLETE WITH ALL NECESSARY LAMPS AND ELECTRICAL WORK. VERIFY WITH OWNERS REPRESENTATIVE OR STRUCTURAL ENGINEER ETC., TO OWNER PRIOR TO FINAL ACCEPTANCE.

DESCRIPTIONS.

WITH SCREWS.

ORDERING AND INSTALLATION.

PRIOR TO ANY CORE DRILLING OR CUTTING.

INSTALLATION OF CONDUITS AND SUPPORTS.

AND IMPROPER GROUNDS PER CODE.

STATE REQUIREMENTS FOR SEISMIC SUPPORT.
#80800 (800 W.) AND 81500W (1500 W.). COVER PLATES SHALL BE PLASTIC LINE VOLTAGE WIRING SYSTEMS SUCH AS TYPE "AC, MC, NM, NMC, NMS" CABLES WILL

8. ALL LINE VOLTAGE WIRING SHALL BE IN CONDUIT OR RACEWAY. PRE-ASSEMBLED FLEXIBLE EQUIPMENT. ALL CONDUITS SHALL BEAR THE U.L. LABEL.

IN DAMP OR WET LOCATIONS AND FINAL CONNECTIONS TO MOTORS OR VIBRATING OR PVCCOATED GALVANIZED RIGID STEEL. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE USED AS MECHANICAL AND EQUIPMENT ROOMS. CONDUIT BELOW GRADE SHALL BE SCH. 40 PVC

BE INSTALLED IN CONCRETE AND IN AREAS SUBJECTED TO MECHANICAL INJURY SUCH THE WRITTEN APPROVAL OF THE ENGINEER. GALVANIZED RIGID STEEL CONDUIT SHALL

FLEXIBLE STEEL CONDUITS MAY BE USED ON SPECIAL CONDITIONS ONLY AND WITH ELECTRICAL EQUIPMENT WHERE WALLS, FLOORS, CEILINGS, ETC. ARE BEING

RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND/OR RELOCATE ALL PERSONNEL, WORK, MATERIALS AND EQUIPMENT. IT SHALL BE THE

TOOLS AND EQUIPMENT PROVIDED WITH ALL NECESSARY SAFEGUARDS TO PROTECT WORK NOT INCLUDED IN THE BID FOR CONTRACTOR'S FAILURE TO DO SO.

EXISTING CONDITIONS AT THAT TIME. NO EXTRAS WILL BE ALLOWED LATER FOR

THE OWNER'S REPRESENTATIVE ANY DIFFERENCE FOUND BETWEEN THE DRAWINGS AND AND ALL LOCAL CONDITIONS. CONTRACTOR SHALL BRING TO THE ATTENTION OF

COMPLETELY FAMILIARIZED WITH THE SCOPE OF WORK TO BE PERFORMED

12. CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMISSION OF BID AND BE WITH CODE WITH RESPECT TO THE NUMBER AND SIZE OF CONDUITS & CONDUCTORS.

11. ALL JUNCTION, SPLICE, AND PULL BOXES SHALL BE MINIMUM SIZED IN ACCORDANCE

10. PROVIDE A 3/32" POLYPROPYLENE PULL LINE IN EACH EMPTY CONDUIT, SUITABLY SHALL BE SOLID AND NO.8 AND LARGER SHALL BE STRANDED. ALUMINUM INSULATION, AND BEAR THE U.L. LABEL. CONDUCTORS SMALLER THAN NO.8

9. ALL CONDUCTORS SHALL BE COPPER, 600 VOLT RATED WITH TYPE "THWN/THHN" CONDUIT MAY BE USED IN SHORT RUNS TO LIGHT FIXTURES MAXIMUM 6 FT.

7. ALL CONDUITS IN PROTECTED LOCATIONS SHALL BE "EMT", EXCEPT FLEXIBLE SHALL BE MINIMUM 4" SQUARE X 2-1/8" DEEP WITH COVER PLATES.

6. ALL TELEPHONE, JUNCTION BOX, INTERCOM, TELEVISION, ALARM, ETC., OUTLETS TIED AT EACH END, TAGGED AND LABELED.

CONDUCTORS WILL NOT BE ALLOWED.

NOT BE ALLOWED.

TO MATCH DEVICES AND COLOR TO MATCH DEVICES.

MECHANICAL EQUIPMENT.

COMPLETE SATISFACTION OF THE OWNERS REPRESENTATIVE.

REPRESENTATIVE AND RETURNED TO THE CONTRACTOR FOR RE-SUBMITAL TO THE

UNINTELLIGIBLE OR CANNOT BE INTERPRETED SHALL BE REJECTED BY THE OWNERS "LEVITON" #BR20W (20A.) AND #6899W (20A. GFCI), DIMMERS SHALL BE "LEVITON" SUBMITTED AT THE COMPLETION OF THE PROJECT. RED MARKS THAT ARE NOT LEGIBLE,

WITH ALL REGULAR DAILY CHANGES CLEARLY NOTED THEREON IN RED INK AND

GENERAL NOTES AND SPECIFICATIONS
#CSB3-20W (3 WAY) #CSB4-20W (4 WAY). DUPLEX RECEPTACLES SHALL BE

5. SWITCHES SHALL BE "LEVITON" #CSB1-20W (1 POLE), #CSB2-20W (2 POLE) AND SHALL BE FLUSH MOUNTED, WITH CONDUITS CONCEALED IN CEILING OR WALLS.

OUTLETS INSTALLED ON NEW WALLS, OR EXISTING WALLS TO BE REFINISHED, 10 FT. WITHOUT CHANGE IN CONTRACT PRICE PRIOR TO INSTALLATION. ALL NEW

OWNER RESERVES THE RIGHT TO RELOCATE ANY OUTLET IN ANY DIRECTION UP TO

4. VERIFY EXACT LOCATION OF ALL OUTLETS WITH OWNER PRIOR TO INSTALLATION.

WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL

3. UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS AGAINST DEFECTS IN LOCAL ELECTRICAL CODES. SUBMIT, OBTAIN AND PAY FOR ALL BUILDING PERMITS,

1. ALL ELECTRICAL EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE LATEST ACCEPTANCE OF THE PROJECT.

PLAN CHECKS, AND FEES.

SWITCHES.

SATISFACTION.

1. ALL BALLASTS SHALL BE ELECTRONIC TYPE, HIGH PERFORMANCE, C.B.M.-E.T.L. CERTIFIED SERIES OF QUIETEST RATING AVAILABLE.

PROVIDE LOW TEMPERATURE BALLASTS FOR OUTDOOR MOUNTED

2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF CEILING BEFORE ORDERING ANY FIXTURES. CONTRACTOR IS FULLY

RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS TO FIT
ALL FIXTURES SHALL BE U.L. LISTED AND SHALL BE LISTED FOR THERMAL BARRIER WHERE IN CONTACT WITH INSULATION.

4. ALL LIGHTING FIXTURES SHALL BE INSTALLED AS PER

5. ALL FIXTURES SHALL BE HIGH EFFICACY TYPE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER

TYPE OF TRIMS FOR ALL RECESSED TYPE FIXTURES TO FIT THE ALL LINEAR FLUORESCENT LAMPS SHALL BE T8, ENERGY SAVING TYPE, (4100K), EQUAL TO SYLVANIA "OCTRON".

8. CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE FOR

PROPER INSTALLATION TO COMPLY WITH ALL LOCAL AND STATE

REQUIREMENT'S FOR SEISMIC SUPPORT
MANUFACTURER'S REQUIREMENTS.

FINISH AS DIRECTED BY ARCHITECT.

CEILING BEING INSTALLED. FINISH OF TRIMS SHALL MATCH CEILING

7. CEILING CONDITIONS AT NO EXTRA CHARGE TO THE OWNER.

3. FIXTURES.
* PROVIDE SEPARATE #12 "GREEN" GROUND WIRE IN CONDUIT (E.G.) FLOOR

IG INSULATED/ISOLATED GROUND

GROUND (GND)
DUPLEX RECEPTACLE, 20A-125V

D E S C R I P T I O N
LIGHT FIXTURE, T.B.S.

SINGLE POLE SWITCH,"a" CONTROLLED OUTLET REFERENCE

TOGGLE MOTOR CONTROLLER WITH THERMAL OVERLOAD
S 3 THREE WAY SWITCH
S
WALL CEIL.
+15"
+48"

CONDUIT CONCEALED IN FLOOR

EQUIPMENT GROUND,
CONDUIT CONCEALED IN CEILING OR WALL, 1/2"C-2#12 U.O.N.

VERIFY EXACT LOCATION

CONDUIT ONLY W/ PULL LINE

TO BE SELECTED BY ARCHITECT

UNLESS OTHERWISE NOTED
NOTED
UNLESS
CONDUIT EXPOSED, 1/2"C-2#12 U.O.N.

TELEPHONE CONDUIT, 3/4" C.O. U.O.N.
7 NO. 12-1"C
8 NO. 12-1"C

CONDUIT UP

CONDUIT DOWN
DATA CONDUIT, 3/4" C.O.,

CONDUIT STUB OUT & CAP

CONDUIT HOMERUN
3 NO. 12-1/2"C
4 NO. 12-3/4"C
5 NO. 12-3/4"C
6 NO. 12-1"C
T

CKT CIRCUIT
U.O.N.

T.B.S.

G
C.O.

REFERENCE NOTE
VL

WP WEATHERPROOF

OR BELOW GRADE

ELECTRICAL LEGEND

INSULATED
GREEN
*
*
*
*
*
*
*
*
S TO
a
#
N.F. NON-FUSED

C CONDUIT

A AMPERES

V VOLTS
+48"

DISCONNECT SWITCH

13. WORK SHALL BE DONE ONLY BY EXPERIENCED WORKERS USING APPROPRIATE

DEMOLISHED IF REQUIRED DURING CONSTRUCTION AND TO ENSURE ALL ELECTRICAL IS IN A STATE OF "SAFETY OFF" CONDITION - NO LIVE ELECTRICAL SYSTEM PRESENT.

14. CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING AND PATCHING OF FLOORS, WALLS, CEILINGS, ETC. TO MATCH ADJACENT FINISH FOR THE INSTALLATION OF ALL

19. N/A

2. PROVIDE A CLEAN SET OF BLUEPRINTS "AS-BUILT" DRAWINGS TO THE OWNER EDITION OF THE 2022 CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE C - 23697

GARON JAMES JOHN DARLING
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1. GENERAL

LIGHTING &

RECEPTACLE LOADS

2. SMALL APPLIANCE
BRANCH CIRCUITS.
3000 VA

3. LAUNDRY BRANCH
CIRCUITS.
1500 VA

4. ADD LINES 1,2, &3

5. 8370 VA (LINE 4) - 3000 VA
3 VA
1500 VA 2.
1500 VA 1.

6. 5370 VA (LINE 5) X 0.35 =

7. TOTAL GENERAL LIGHTING &
RECEPTICLE LOAD. 3000 VA +
1879.5 VA (LINE 6) =

8. FASTENED-IN-PLACE

APPLIANCES
7200 VA

GARBAGE DISPOSER
EVSV
TOTAL
1127 VA

9. CLOTHES DRYERS.

USE 5000 VA OR NAMEPLATE 5000 VA

10. RANGES, OVENS, COOKTOPS

AND OTHER COOKING
APPLIANCES OVER 1750 WATTS

COOKTOP/RANGE
TOTAL 0.65

0.35 11. HEATING AND AIR
CONDITIONING.

12. LARGEST MOTOR
GARBAGE DISPOSER 275 VA

13. TOTAL VOLT-AMP DEMAND
LOAD

14. MINIMUM AMPERAGE FOR

SERVICE

DEMAND CALCULATION SCHEDULE
1374 SQ. FT. 4122 VA
8622 VA
5622 VA
1967.7 VA
4967.7 VA
8327 VA 8327 VA
1750 VA
1750 VA 1137.5 VA
COOLING: 3090 VA +
[2A X 115V= 230 VA]
(AIR HANDLER
BLOWER) + SWAMP
COOLER 400VA =
3,710.0 VA
HEATING: = 0 VA +
[2A X 115V= 230 VA]
(AIR HANDLER
BLOWER) = 230.0 VA
COOLING GOVERNS 3,710 VA
23,417.2 VA

97.57A

D E S C R I P T I O N MANUFACTURER
A
C
B

MODEL REMARKS

EXHAUST FAN SCHEDULE

EXHAUST FAN

EXHAUST FAN
NUTONE
NUTONE

EXHAUST FAN NUTONE
AEN50
RL6330WH
AEN80 HOUSE VENTILATION

D E S C R I P T I O N MANUFACTURER

SURFACE MOUNTED CEILING
D
E

A RECESSED CEILING CAN

C CEILING DOME
F
B

MODEL REMARKS
HALO 300TBZ
H7ICATNB

LIGHT FIXTURE SCHEDULE

EXTERIOR - WEATHERPROOF
VANITY LIGHT #17063-34 3-LIGHT VICTORIAN VANITY

SURFACE MOUNTED CEILING BULB GUARD

GARAGE FLUORESCENT

RECESSED BOX - WALL SCONCE
COOPER
COOPER

G RECESSED BOX - WALL SCONCE EXTERIOR - WEATHERPROOF
No. AMP. POLE A B AMP. POLE No.
15 13
7 11
9 3
1 5 1080
20 1
16 14
8 12
10 4
2 6
LOAD (VA) D E S C R I P T I O N CIR. C . B . D E S C R I P T I O N C . B .

BUS:

MAIN:

CIR.
30 SPACE
PANEL "A"
BATHROOM 2
BEDROOM 2
BEDROOM 1
BATHROOM 1
20 1
30 1080
50 50
1080
SPACE
2 KITCHEN - RANGE
27 29
28 30
VOLTS:

MOUNTING: SURFACE
120/240V, 1PHASE, 3W
50 2

LIGHTING
SPACE
SPACE
SPACE
2 30 2500
2 EV CHARGING OUTLET*
17 19
50 LIVING/DINING
21 WATERHEATER
30 23
25 18
20 22
24 26
TOTAL CONNECTED LOAD:

CONNECTED AMPS :
*:

DEDICATED 208/240V OUTLET
(VERIFY NEMA 6-50 SOCKET) AND

BRANCH CIRCUIT FOR ELECTRIC
VEHICLE CHARGING WITH 50 AMP
GFCI CIRCUIT BREAKER PER CODE.
2 1500 LAUNDRY
2 2
2 50 HEAT PUMP
2500 DRYER 30
2 2 3500
3500
OUTDOOR RECEPTACLES 360
2200
2200
200A
200A
2500
2500
20 1
AIR HANDLER 345 20 1
750
750
750

KITCHEN - GD
KITCHEN 1500
KITCHEN 1500
BEDROOM 3 750
BEDROOM 4 750
GARAGE 1275
275
4500
4500
22240 22055
44,295VA
184.0
RENEWAL DATE JULY 31 2027
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
E-23 CITY SUBMITTAL MODEL 1374 4 BEDROOM SCHEDULE, LEGEND & NOTES

6.24.24 CITY SUBMITTAL 8.11.25
349
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
W03
3' by 1'-6"
W01
4' by 4'
W01
4' by 4'
W03
3' by 1'-6"
2 2
W01
4' by 4'
2 W01
4' by 4'
W01
4' by 4'
2 2
161.47 sq ft
405.62 sq ft
162.17 sq ft
1,299.91 sq ft
399.79 sq ft
AMMENDMENTS:

INCORPORATE COMPOST AT A RATE OF AT LEAST
FOUR CUBIC YARDS PER 1000 SQUARE FEET TO A
DEPTH OF 6" INTO LANDSCAPE AREA.
(A) FOR RESIDENTIAL AREAS, INSTALL CLIMATE ADAPTED

PLANTS THAT REQUIRE OCCASIONAL, LITTLE OR NO SUMMER
WATER (AVERAGE WUCOLS PLANT FACTOR 0.3) FOR 75% OF

THE PLANT AREA EXCLUDING EDIBLES AND AREAS USING
RECYCLED WATER.

4. NOTE: TURF IS NOT INSTALLED IN THIS PROJECT.
(B) A MINIMUM THREE INCH (3") LAYER OF MULCH SHALL BE

APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING

AREAS EXCEPT IN CREEPING OR ROOTING GROUNDCOVERS,

OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS
CONTRAINDICATED.

6. N/A LANDSCAPING & IRRIGATION NOTES

5. SEE SHEET IR-1 FOR IRRIGATION NOTES.

C AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT

MUST PROVIDE THE OWNER OF THE PROPERTY WITH A

CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION,

IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND
IRRIGATION MAINTENANCE.

LANDSCAPING:

LANDSCAPE LEGEND

GROUND COVER
NOTE:

SHRUB
TREE
3'-0" O.C. PLANT 36" FROM
EDGE OF CURB OR WALK.

COMMENTS
4'-0" O.C.

COMMENTS
4'-0" O.C.
4'-0" O.C.
4'-0" O.C.
4'-0" O.C.

COMMENTS

HIGH MULTI-BRANCHES
STANDARD / D.S.
30" O.C. PLANT 30" FROM
EDGE OF CURB OR WALK.

WUCOLS
R

SYMBOL BOTANICAL/COMMON NAME

ACACIA REDOLENS ' DESERT

CARPET' PROSTRATE ACACIA
LEUCOPHYLLUM F. 'GREEN

CLOUD' / GREEN CLOUD TEXAS
RANGER

SYMBOL BOTANICAL/COMMON NAME

P CAESALPINIA PULCHERRIMA /

RED BIRD OF PARADISE

SENNA ARTEMISIOIDES /

FEATHERY CASSIA

LEUCOPHYLLUM FR 'COMPACTA'
/ DWARF TEXAS RANGER

C CASSIA NEMOPHILA / CASSIA

SYMBOL BOTANICAL/COMMON NAME

PROSOPIS CHILENSIS / PHOENIX

THORNLESS CHILEAN MESQUITE

CERCIDIUM HYBRID/ DESERT

MUSEUM PALO VERDE
IRRIGATION:

V VERBENA PULCHELLA

GRACILLIOR / MOSS VERBENA
1 GAL
SIZE
1 GAL
SIZE
5 GAL

MODEL WATER EFFICIENT

LANDSCAPE ORDINANCE NOTES
1 GAL
5 GAL
5 GAL
SIZE

1. SUBMIT A LANDSCAPE DOCUMENTATION PACKAGE WHICH
INCLUDES THE FOLLOWING ELEMENTS:

B. COMPLIANCE WITH THE FOLLOWING ITEMS IS MANDATORY

AND MUST BE DOCUMENTED ON A LANDSCAPE PLAN IN ORDER
TO USE THE PRESCRIPTIVE COMPLIANCE OPTION.

A. THE FOLLOWING PRESCRIPTIVE COMPLIANCE OPTION
(APPENDIX D) OF THE CALIFORNIA CODE OF REGULATIONS,
TITLE 23, DIVISION 2, CHAPTER 2.7, SECTION 490 SHALL BE FOLLOWED.
15 GAL
1 GAL
LOW
LOW
LOW
LOW
(A) DATE
(B) PROJECT APPLICANT
(C) PROJECT ADDRESS
(D) TOTAL LANDCAPE AREA: 2124.5 SQ. FT.

TURF AREA = ZERO SQ. FT.

PLANT MATERIAL = 175.0 SQ. FT.

DECOMPOSED GRANITE MULCH = 2124.5 SQ. FT.
(E) PROJECT TYPE: NEW PROJECT
(F) WATER SUPPLY: POTABLE - COACHELLA VALLEY WATER

DISTRICT
(G) CONTACT INFORMATION FOR THE APPLICANT:

CONTACT INFORMATION FOR THE PROPERTY OWNER:
(H) APPLICANT SIGNATURE AND DATE WITH THE FOLLOWING
STATEMENT: "I AGREE TO COMPLY WITH THE REQUIREMENTS OF
THE PERSCRIPTIVE COMPLIANCE OPTION TO THE MWELO"
SIGNED ____________________ . DATE 3.16.2022

2. INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1000 SQUARE FEET TO A DEPTH OF SIX INCHED INTO LANDSCAPE AREA (UNLESS CONTRA-INDICATED BY A SOIL TEST).

3. PLANT MATERIAL SHALL COMPLY WITH ALL OF THE FOLLOWING:

LOW
LOW
LOW

GARON JAMES JOHN DARLING
C - 23697
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REQUIRED
LANDSCAPING AREA:

SEE SHEET IR-1 FOR IRRIGATION.

SOIL:
0 1' 5' 10' 20'
6"

N GRAPHIC SCALE
R
V
V
V

CONCRETE PAVING WALKWAY

CONCRETE PAVED

DRIVEWAY
C
R
C
P
R
R R

FACE OF CURB

EXISTING CONCRETE SIDEWALK
(PROTECT IN PLACE)

UTILITIES NOTES
UTILITIES SHOWN ARE GENERAL LOCATIONS. REFER TO
PRECISE GRADING PLANS. OBTAIN THE SERVICES OF DIG
ALERT- CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG.

CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER

PRECAUTIONS, MEASURES AND MEANS AS NECESSARY TO
ENSURE SAFETY.

UNKNOWN AND BURRIED/HIDDEN UTILITIES MAY EXIST.

EXERCISE EXTREME CAUTION.

EXISTING

CONCRETE

SIDEWALK
(PROTECT IN
PLACE)

UNDERGROUND SANITARY SEWER PIPING
(PROTECT IN PLACE)
24" BOX
LOW
LOW
R
R
V
V

ENTIRE FRONT YARD SHALL BE LANDSCAPED
(PLANTS AND OR ROCK MULCH AS REQUIRED)

EXCEPT FOR NECESSARY DRIVEWAYS AND
WALKWAYS.

RENEWAL DATE JULY 31 2027
ALL PLANTING AREAS SHALL RECIEVE 2" LAYER OF 3/4" SIZE MOJAVE GOLD CRUSHED ROCK TO MATCH EXISTING LANDSCAPING IN ADJACENT DEVELOPMENT.

R
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9/29/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4 LANDSCAPE PLAN, SCHEDULE,
LEGEND & NOTES.
1/4"= 1'-0" SCALE

CVWD SUBMITTAL
L-1 LANDSCAPE PLAN - 4 BEDROOM PARTIAL PLAN SHOWING FRONT YARD MODEL 1374 6.30.24 4 BEDROOM SFR TYPE MORN 1 CORRECTIONS - 24" BOX TREE & MULCH 4.3.25 CITY SUBMITTAL 8.11.25

9.29.25 CORRECTIONS - ROCK MULCH
350
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

Rootball.
4" high x 8" wide round - topped soil
berm above root ball surface shall be
constructed around the root ball.

Berm shall begin at root ball periphery.

Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to brace
shrub. Do not over compact. When the
planting hole has been backfilled, pour
water around the root ball to settle the
soil.
4" layer of mulch.

No more than 1" of
mulch on top of
root ball. (See
specifications for
mulch).

Existing soil.

Shrub.

Top of root ball shall be flush with
finished grade.

Trunk caliper shall
meet ANSI Z60 current
edition for root ball size.

Root ball modified as
required.

Existing soil.

Slope sides of loosened
soil.

Central leader. (See crown
observations detail).

1.03 QUALITY ASSURANCE
A. Workers: Furnish skilled workers thoroughly trained and experienced in required crafts and familiar with specified requirements for proper performance of Work of this section.

B. Codes and Regulations: All materials and workmanship in this section shall comply with all applicable City, County, Federal and State Codes and Regulations. Deliver all permits and testing certifications to IOR.

C. Quality and Size: Comply with current edition of “Horticultural Standards” for number one nursery stock as adopted by “American Association of Nurserymen”.

D. All Plants:

1. True to name, with name of plants in accordance with standards of practice of “American Association of Nurserymen.”

2. In all cases, botanical names take precedence over common names.

1.04 GENERAL REQUIREMENTS
A. IOR shall verify that all irrigation systems are operating before starting Work of this section.

B. Inspection: Notify Architect at least 72 hours in advance to schedule following inspections:

1. All plant material at time of delivery to Project site.

2. Final location of plants prior to preparation of planting pits.

3. All trees of 24” box size and larger at their source before delivery to Project site.

4. Finish grades prior to sodding or seeding areas.

5. All landscape construction items prior to start of maintenance of plant establishment period.

6. Final inspection.

C. Existing Utilities and Plant Materials:

1. Protect utilities and plant materials from damage.
a. Perform modifications only as permitted by Architect, in accordance with applicable provisions noted or specified on Drawings, or in other sections of these Specifications.

2. Replace damaged plant material with like type and size material.

Architect shall determine cost of irreplaceable plant material according to “square inch” method as described by Council of Tree and Landscape Appraisers’ “Manual for Plant Appraisers” handbook, Current Edition, and “Guide for Establishing Values of Trees and Other Plants”.

D. Verification of Dimensions and Quantities:

1. Verify all scaled dimensions and quantities before starting landscaping Work.

2. Promptly notify Architect of any discrepancies between Drawings, Specifications or actual Project site conditions.

E. Tree Tagging: Architect will tag 24” box and larger trees at nursery.

Request tree tagging from Architect by providing 3 days advance notice.

F. Pest Management Method and Products:

1. Contractor shall ensure that all plants provided are clean, healthy, free of physical damage, and show no symptoms of abiotic injury. Plants must also be free of diseases, arthropod pests, and any other type of plant pests. Before applying pesticides to plants, the following criteria must be met:
a Individuals who apply pesticides on behalf of contractor’s company must have a Qualified Applicator License in appropriate category of pest control issued by California Department of Pesticide Regulation and registered to conduct pest control for hire as a business by RIVERSIDE County Agricultural Commissioner’s Office.

1.05 DELIVERY, STORAGE AND HANDLING
A. Plants shall be protected in transit and after delivery to Project site.

Plants in broken containers and plants with broken branches or injured trunks will be deemed defective Work.

B. Plant materials damaged in planting operations shall be replaced.

1.06 WARRANTY
A. Shrubs and groundcover shall be growth and health guaranteed by installer for a period of 90 days after completion of maintenance period.

Trees shall be installer guaranteed to live and grow in upright position for a period of one year after completion of maintenance period.

B. Within 15 days after notification by Owner, remove and replace failed plantings. Replacement plantings shall be guaranteed as specified for original plantings.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Topsoil: Designated as imported topsoil as specified herein. Soil test will determine suitability of topsoil before installation. Transport topsoil from source to its final position unless stockpiling is specified.

Imported topsoil shall meet following additional requirements:
1) Gradation Limits: Sand – 50-80%, clay – 20% maximum, and silt – 30% maximum. Sand, clay and silt gradation limits shall be as defined in ASTM D 422.
2) Agricultural Suitability and Fertility: Topsoil shall be fertile and friable garden soil suitable for sustaining and promoting growth of specified plants.
3) Electrical conductivity less than 2.0 milliohms/centimeter or DS/m. 4) Boron content maximum of 1.0 part per million.

B. Fertilizers and Conditioning Materials: Comply with applicable requirements of State of California Agricultural Code:

General:
a. All fertilizing materials shall be packaged, first grade, commercial quality products identified as to source, type of material, weight and manufacturer’s guaranteed analysis.
b. Fertilizing material shall not contain toxic ingredients and fillers in quantities harmful to animal, human or plant life.
c. Submit a certificate of compliance stating material substantially meets Specifications in accordance with provisions of Article 1.03B.

2. Materials:
a. Bone Meal: Commercial raw bone mean shall be finely ground, steamed dry material with a minimum analysis of 2.5% nitrogen and 22% phosphoric acid.
b. Gypsum: Hydrated calcium sulfate produce containing 23% calcium and 18% sulfur with a guarantee analysis of 84% calcium sulfate. c. Soil Sulfur: Guarantee analysis of 99% sulfur.
d. Superphosphates: First grade finely ground phosphate rock used for agricultural purpose, containing minimum 18% phosphoric acid by volume.
e. Commercial Fertilizer: Pellets or granular product having a chemical analysis of 14-14-14, with a minimum of 68% of nitrogen from slow release nitrogen unless otherwise specified in Soil Analysis Report: it should be a free flowing material delivered in unopened bags, do not install material which becomes caked or otherwise damaged.PART 2 -

PRODUCTS

1. Imported Soil:
a. Shall be from a source outside Project site and in compliance with this section.
b. Architect may make such inspections and perform such tests as deemed necessary to determine material meets all requirements. c. At least 30 days before scheduled installation, submit proposed source of topsoil and a sample to Architect. Submit a written request for review, accompanied by a written report stating that proposed source complies with these specifications by a testing laboratory registered by State of California for agricultural soil evaluation.
d. Comply with all recommendations of soils testing laboratory and provide any soil amendments necessary to achieve proper nutrient levels to support healthy plant growth.
e. Imported topsoil shall be of a uniform composition and structure, fertile and friable sandy loam soil, and be free of roots, decay, subsoil, clods and stones larger than 1/4” in greatest dimension, pockets of coarse sand, noxious weeds, sticks, brush and other litter and not be infested with nematodes or other undesirable insects and plant disease organisms. Imported topsoil shall meet following additional requirements:
1) Gradation Limits: Sand – 50-80%, clay – 20% maximum, and silt – 30% maximum. Sand, clay and silt gradation limits shall be as defined in ASTM D 422.
2) Agricultural Suitability and Fertility: Topsoil shall be fertile and friable garden soil suitable for sustaining and promoting growth of specified plants.
3) Electrical conductivity less than 2.0 milliohms/centimeter or DS/m. 4) Boron content maximum of 1.0 part per million.

B. Fertilizers and Conditioning Materials: Comply with applicable requirements of State of California Agricultural Code:

SIEVE SIZE

PERCENT PASSING
?-inch
95% minimum
#8
80% minimum
#35
30% minimum
Nitrogen Content:

NITROGEN CONTENT
% DRY WEIGHT
Redwood

0.4 – 0.6%
Fir

0.56 – 0.84%
Cedar

0.56 – 0.84%
Fir Bark

0.8 – 1.2%
Pine Bark

0.8% - 1.2%
3) Salinity: Maximum saturation extract conductivity 2.5 milliohms/ centimeter at 25 degrees Celsius.
4) Absorption: When one teaspoon of water is applied to 4 cubic inches of air-dried products, material shall be become completely damp in a period of less than 2 minutes. Kellogg KRA, Sequoia Redwood/Cedar Blend or White Fir, Long Beach Soil Preparation, Bandini #101 Redwood Soil Builder of nitrogenized wood amendment. g. Organic Fertilizer: Treated, relatively dry friable organic compost derived from sewage sludge processed for agricultural use; containing at least 1% nitrogen by dry weight, 2% phosphoric acid and comply substantially with gradation noted in sub-section 2.1, B6. Milorganic, Kellogg’s Nitrohumus, or equal.

C. Prepared Backfill mix:

1. To be based upon recommendations from soils test performed by a certified laboratory

2. Mix (for bidding purposes)
a. 70% by volume clean excavated topsoil/import soil.
b. 30% by volume nitrogen stabilizer wood residual
c. 1 lb. per cu. yd. gypsum
d. 2 lbs. fertilizer per cu. yd. (14-14-14 with a minimum 68% of nitrogen from slow release nitrogen. Additional secondary and micronutrients preferred)

3. Mix (acid plants)
a. 30% by volume clean excavated soil/imported soil
b. 70% by volume nitrogen stabilized wood residual
c. 2 lb .per cu yd. soil sulfur
d. 2 lbs. fertilizer per cu. yd. (14-14-14 with a minimum 68% of nitrogen from slow release nitrogen. Additional secondary and micronutrients preferred)
D. Plants (General): Plant names indicated or listed on Drawings shall conform with Sunset, Western Garden Book, latest edition.

1. Type and Size: Plant materials shall be listed on Drawings.

2. All plants shall be true name, and one of each bundle or lot shall be tagged with Botanical/Common name and size of each plant in accordance with standards of practice recommended by American Association of Nurseryman

3. Tag one plant of each variety for identifying purposes.

4. All plantings shall be inspected before installation.

5. Substitutions: When plants of a specified kind or size are not available, substitution may be requested in accordance with General Conditions.

6. All plants shall have a growth habit normal to species in accordance with USA Standards for Nursery Stock, latest editions; shall be sound, healthy, vigorous, and free from insect pests, plant disease, sun scalds, fresh bark abrasions, excessive abrasions or other objectionable disfigurements. Tree trunks shall have normal well developed branch systems and vigorous and fibrous root systems, not root bound and shall be free of kinked or girding roots.

7. No pruning shall be performed before inspection at nursery by Architect. (Other than normal pruning during growth period).

8. Plantings specified for adverse conditions shall be Project site acclimated before planting. Purchase from local nurseries or store on Site for a period of 10 weeks for autumn planting and 6 weeks for spring planting.

E. Plant Material:

1. Trees: All trees shall conform to type and size noted on Drawings.

Measure height from root crown to last division of terminal leader and measure diameter 1 ft. above root crown. Measure height of palm trees from ground line to base of growing bud. Palms shall stand reasonably erect without support.

2. Shrubs: Specified type and size selected from high quality well shaped nursery stock.

3. Flatted Plants: Grown and remain in flat until transplanted at Project site. Soil and spacing of plants in flat shall insure minimum disturbance of root system at time of transplanting. Maximum plants per flat to be 64 to 100 plants, or as indicated in Drawings.

H. General Materials:

1. Pipe: Galvanized steel, standard weight (schedule 40) complying with ASTM A120.

2. Nails, fasteners, etc.: Galvanized and commercial quality materials.

3. Fabricated metal items: Steel conforming to ASTM A36.

4. Concrete items: Standard 2000 psi concrete.

I. Concrete headers: 6-inch x 8-inch size, complete with pre-molded expansion joint material 10 ft. apart or as indicated on Drawings.

J. Composite Headers: Headers and stakes shall be composite material sizes as indicated on Drawings. Screws shall be plated deck screws. Stakes shall be 1” x 2” x 12” in length and headers shall be furnished in 2” x 4” x 20’-0” in length and shall be of uniform width and thickness.

K. Tree Stakes: Steel stakes shall be the Reddy Stake System manufactured by Decorations for Generations, Inc. or equal. Provide two Reddy Stake per each new tree.

L. Tree Ties:

1. Wire Type: No. 10 ga. BMG galvanized soft steel wire covered with garden hose.

2. Cinch Tie: Flexible vinyl with adjustable interlocking capability.

M. Tree-Root Control Barrier: Shall be fabricated from a high density and high impact plastic such as polyvinyl chloride, ABS or polyethylene, and have a minimum thickness of 0.06”. Plastic shall be furnished with ?” to ?” high raised vertical ribs on inner surface spaced at least 6” but not more than 8” apart. Install a plastic root control barrier with each new tree planted within a tree well. Deep Root Corp., 7354 Bolsa Avenue, Westminster, CA 92683, 714 898-0563, or equal.

N. Pest Management Methods and Products: Refer to section 1.04 F in this specification for details pertaining to Contractor applying pesticides.

O. Jute matting shall be of a uniform open plain weave, single jute yarn, not varying in thickness by more than one half its normal diameter. Jute matting shall be furnished in rolled strips as follows:

Length, approximately 50 to 75 yards, width, 45 inches to 50 inches.

Ludlow Soil Saver No. 48, or equal.

PART 3 – EXECUTION

3.01 SURFACE CONDITIONS
A. Examine areas and conditions under which Work of this Section will be performed. Correct detrimental conditions before commencing Work of this section.

3.02 GRADING AND SOIL PREPARATION
A. Initial Rough Grading: Specified in Division 02.

B. Earthwork and Topsoil Placement: Shall include excavation and backfilling for irrigation system and preparation for spreading, densification, cultivation, and raking of topsoil, including fertilization and conditioning.

C. Preliminary Grading: Scarify existing soil to a depth of 6 inches before backfilling with topsoil. During preliminary grading operation, remove all stones over ? inch.

D. In Previously Paved Areas: Remove top 6 inches of existing soil and legally dispose of off Project site. Replace with approved imported topsoil to indicated finish grade.

E. Topsoil Preparation and Conditioning:

1. Type and Thickness: Topsoil shall have a minimum depth of 6 inches above subgrade or as indicated on Drawings, whichever is greater.

2. Before installing topsoil, subgrade shall be cleared of all weeds, rock ?” and larger and other extraneous materials from designated planting areas to a depth of 6 inches. The tools acceptable for this cleaning process are a Rock Picker by Harley Enterprise, Track Screener by Cherrington, Screen USA Inc. or other tools or machines designed for the purpose. The finished planting bed preparation is subject to the approval of the Architect and/or Owner’s representative.

OAR shall coordinate with the Owner’s Landscape Office for a site visit and approval prior to plant/lawn installation.

3. Do not process topsoil when it is so wet or dry as to cause excessive compaction or forming of hard clods or dust.

4. Existing soil can be used as topsoil only if it meets the requirements of Article 2.01.A of this specification.

F. Fertilizing and Conditioning: Provide planting areas to finish grades, including mounds, before installation of specified fertilizer or soil conditioning materials.

1. Mechanically install following amount of fertilizer or soil conditioning materials at a uniform rate per 1,000 sq. ft. of planting area:
a. 3 cubic yards of nitrogen fortified wood compost.
b. 2 cubic yards of organic fertilizer.
c. 100 lbs. of gypsum.
d. 30 lbs. of commercial fertilizer.

2. Quantities of required materials for planting areas shall be at Project site. Furnish IOR with delivery tickets before installation to verify source, kind, and quantities delivered.

3. After installation of fertilizer and soil conditioning materials, uniformly cultivate materials into upper 6 inches of soil with suitable equipment operated in at least two directions at approximate at right angles. Process soil until friable.

G. Finish Grading:

1. Provide a finish grade, smooth, uniform, and free of abrupt grade changes and depressions to insure proper surface drainage.

2. Finish grades adjacent to paving curbs or headers shall be 1 inch lower in sod areas and 2 inches lower in shrub or ground cover areas.

3. Irrigate soil after installation of fertilizer and soil conditioning materials. Allow soil to settle. Provide a stable surface. After soil has dried out to a workable condition, re-grade, rake, and smooth to required grades and contours. Finished surfaces to be left clean and suitable for planting.

4. Areas to be planted shall be graded and floated to provide complete surface drainage; all water holding depressions and pockets shall be eliminated. Undulations and unsightly variations in grade which will not permit the use of normal mowing equipment without scalping or missing shall be removed so that proper use of mowing equipment can be performed.

5. Areas to be planted shall also be finished graded to meet any walks, paths or other adjoining surfaces so that, after compaction, no water pockets or ridges remain.

6. Areas where sod will interface with other modes of planting at catch basins and paved areas shall be finish shaped so as to counter sink the sod one inch (1”) such that once sod is placed, it shall be at grade with adjacent planting bed.

H. Contour mounds: Construct with imported topsoil and specified soil amendments. Install and shape mounds to minimize settlement or erosion and to provide adequate footing for placement of boulders.

Referenced dimensions of mound contours refer to height above finish grade.

I. Trenching: After completion of soil conditioning or finish grading operations, backfill upper portion of trench so specified topsoil thickness in trench is restored.

J. Weeding: Once site has been cleared, grubbed and rough graded, all landscape areas shall be maintained free of vegetation growth until start of irrigation and planting phase of work.

3.04 PLANTING
A. General: All planting materials shall be inspected before planting, including those tagged at nursery.

1. Perform planting with material, equipment and according to procedures favorable to optimum growth of plant. Do not plant during windy conditions.

2. Except as noted for specimen planting in sub-section 3.04D, commence all planting operations immediately following completion of irrigation system.

B. Protection and Storage:

1. Maintain all plantings delivered to Project site in a healthy condition.

2. Do not allow plantings to dry out.

3. Separate bare root stock and “heal in” in moist earth or other suitable material.

4. Cover root ball of bailed or burlap wrapped plantings with moist sawdust, wood chips, or other permitted materials.

C. Layout and Plant Locations:

1. Plant locations indicated on Drawings are approximate.

2. Plants may be re-spotted before planting as required by Architect.

3. Provide a detailed layout of plants, etc., in planting areas and obtain review of Architect before actual planting operations.

4. Locate first row of plantings in areas designated for on center spacing at one-half the designated spacing from edge of area.

D. Specimen Planting: Plantings in boxes 24 inches or larger shall be installed before installation of lateral irrigation lines. Re-route irrigation lines in conflict with specimen locations to clear root ball.

E. Tree and Shrub Installation:

1. Excavate planting holes approximately square with vertical sides shall be twice the width of plant container or root ball; larger if necessary to permit handling and installation without damage to root ball system. Bottom of plant container or root ball shall be placed on existing undisturbed soil.

2. Do not install plantings having a broken or cracked root ball.

3. Containers should be opened and removed in such a manner not to damage root system.

4. Remove balled plant wrappings after plant is positioned in hole.

5. Scarify native soil at bottom half of holes to a depth of 6 inches.

6. Backfill bottom half of hole with specified backfill mix minus fertilizers. Settle with water.

7. After water settling bottom half of hole, set planting approximately in center of hole and adjust root flush to finish grade.

8. Backfill balance of hole with specified backfill mix and fertilizer and water settle.

9. Prune or remove any broken or damaged limbs.

10. Form a circular watering basin slightly larger than hole; 4 inches high for trees and 2 inches high for shrubs. Shape bottom of basin to be slightly lower than finish grade.

11. Restore area around plantings to finish grade.

12. After installation, plantings shall be plumb with root crown at its natural depth with respect to finish grade.

13. All new trees in sod areas to be installed with tree trunk protector.

F. Backfill Planting Mix: Consists of 70% specified topsoil, and 30% nitrogen fortified sawdust mulch plus the amendments indicated in soil analysis report.

G. Raised Planter Mix: Backfill mix for raised planters and tree pits in raised planters shall be of following materials.

1. Planter Mix by B.D. White Topsoil Co., Culver City, LAUSD Mix by AE Schmidt Co, Planter Mix by Gale Materials or equal.

2. Weights shall be 45 lbs. per cubic ft.

3. All raised planters shall be backfilled with finish grade at 2” below planter top.

4. Required system for draining planters shall be in place prior to placing backfill.

H. Ground Cover Planting:

1. Complete soil preparation and fine grading before installation of ground cover plantings.

2. Install ground cover in moist soil, spaced as indicated on Drawings.

3. Install each plant with its proportionate amount of flat soil to minimize root disturbance.

4. The degree of soil moisture in flat shall be such that soil does not crumble when removing planting.

5. Following installation of ground cover, restore finish grade to insure proper surface draining.

3.06 MAINTENANCE AND PLANT ESTABLISHMENT
A. Required: Maintain all areas on a continuous basis as they are completed during progress of Work and during establishment period.

Maintenance shall include continuous operations of watering, weeding, trimming, rodent control, reseeding, planting replacement irrespective of cause or any other operations necessary to assure normal plant growth.

B. Keep all planting areas free of debris and weeds. Cultivate at intervals not to exceed 10 days.

D. Pruning: Required pruning of plants at start of plant establishment period shall be as required by Architect.

E. Plant Establishment Inspection:

1. Request an inspection to begin plant establishment period after all plantings and related Work has been completed in accordance with Contract Documents.

2. Upon successful completion of inspection, effective
commencement date of plant establishment period shall begin.

3. Plant establishment period for shrubs and ground cover, shall be 90 calendar days and for trees shall be one year or as otherwise indicated in Contract Documents.

4. Architect may recommend extension of plant establishment period if planting areas are improperly maintained, appreciable plant replacement is required, or other defective Work.

F. Damage:

1. Immediately replace failed or damaged plantings.

2. Provide replacement plantings of same type and size to match adjacent plantings. Furnish plantings and fertilizer as specified. New plantings shall be subject to a 30 day establishment period.

3. Damage to planting areas shall be repaired immediately.

Depressions caused by vehicles or foot traffic shall be filled with topsoil and leveled.

G. Final Inspection:

1. Upon completion of plant establishment period, Architect will perform a final inspection.

2. If plant establishment period is completed before Substantial Completion, planting areas shall be maintained until Final Completion.

3.07 PESTICIDE APPLICATION
A. Contractor must comply with specifications outlined in Article 1.04 F.

3.08 PROTECTION
A. Unless noted otherwise, protect Work of this section until Substantial Completion.

3.09 CLEANUP
A. Remove rubbish, debris and waste materials and legally dispose of off Project site.

END OF SECTION

GARON JAMES JOHN DARLING
C - 23697
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A R C H
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SHRUB - UNMODIFIED SOIL
pdet_shrub_unmodified soil
Notes:
1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail.

Loosened soil.

Dig and turn the soil
to reduce the
compaction to the
area and depth
shown.

Root ball rests on
existing or
recompacted soil.

Slope sides of
loosened soil.

Finished grade.

OPEN SOURCE FREE TO USE
P-T
TREE w/ BERM (EXISTING SOIL NOT MODIFIED)
L_tree planting_single berm_existing
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to
brace tree. Do not over compact.

When the planting hole has been
backfilled, pour water around the
root ball to settle the soil.
4" layer of mulch.

No more than 1" of mulch on
top of root ball. (See
specifications for mulch).

Bottom of root ball rests on
existing or recompacted
soil.

Round-topped
soil berm 4" high x 8" wide
above root ball surface
shall be constructed around
the root ball. Berm shall
begin at root ball periphery.

Notes:
1- Trees shall be of quality
prescribed in crown
observations and root
observations details and
specifications.
2- See specifications for further
requirements related to this
detail.

Finished grade.

OPEN SOURCE FREE TO USE
Loosened soil. Dig and turn the
soil to reduce compaction to the
area and depth shown.

P-S

PLANTING
PART 1 – GENERAL

1.01 SUMMARY
A. Provide all labor, material, equipment, and appliances necessary to provide trees, plants, and ground cover as indicated on Drawings, specified herein and as required for a complete installation.

B. Related Sections:

3. Section 02810: Irrigation System.

1.02 SUBMITTALS
A.

B. Submit complete lists of landscape materials and equipment to be used, including manufacturers name and address, specific trade names, catalog numbers complete with illustrations and descriptive literature and clearly mark or underline proposed items; list sources of landscape topsoil.

C. Shop Drawings: Required for any landscape structure.

D. Material List: Plant materials list.

E. Certification: In addition to other required certification, furnish a certificate with each delivery of bulk material, including topsoil, planter mix soil, bark mulch, stating its source, quantity, type of material furnished and that such item or material conforms to requirements of this section.

F. Sample: Submit topsoil Sample and soil amendments with analysis.

G. Fertilizer analysis: Provide labels of each fertilizer used and quantities used at each applications recommended in Soil Analysis Report.

H. Soil Test: After completing soil rough grading, Contractor shall have soil tested for fertility and agricultural suitability. Soil shall be tested from minimum of (3-4) locations per acre of planted area. Contractor shall record locations where samples were taken. A copy of soil test results shall be submitted to Architect before landscape work begins. Contractor shall pay cost of soil test.

IRRIGATION SPECIFICATIONS CONTINUED
(CONTINUED FROM SHEET IR-2)

RECORD DOCUMENTS
Before Contract Completion, provide project record documents as follows:
a. Control Diagrams: Submit three controller charts, with one copy laminated in plastic, for each controller.
b. Controller chart shall be a reduced drawing of the section of the record drawings that pertain to each individual controller and shall fit inside the controller housing with a maximum size for readability. c. Controller chart shall be a C.A.D. print with differentiating pastel or transparent colors applied to indicate area of coverage for each numbered station.
d. Indicate the location of each numbered sprinkler controlled valves and quick coupling valves with legible dimensions from two permanent points of reference such as building corners or sidewalks. e. The controller charts shall indicate all remote control valves, quick couplers, controllers, flow sensors and master valves, backflow devices, point of connections, and sprinkler head manufacturer and type of sprinklers for each zone. Each zone shall be colored differently.

2. Closeout Submittals-As Built:
a. Submit three (3) copies of as built including complete list of materials, manufacturer’s name, and product installation literatures. b. Record drawings: Submit dimensioned drawings and details, before Contract Completion.
c. Record Drawings shall contain the following:
1) As-Built shall be computer generated (C.A.D.)
2) Print shall show the locations of the numbered remote control valves, manual control valves, locations and size of all supply and lateral lines, location and type of all sprinkler heads, quick coupling valves, gate valves, backflow devices, point of connections, controllers and all other related equipment.
c. Dimensions shall be legible from two permanent points of reference such as buildings and sidewalks.

3. Operation and Maintenance Manuals:
a. Provide complete operating and maintenance instruction manuals for all equipment.

3.12 COVERAGE TEST
A. When sprinkler system has been completed, perform a coverage test to determine if coverage of water to turf and planting areas is complete and adequate.

B. Make adjustments, add heads, change heads, nozzles or orifices as may be required to provide complete coverage and provide layout indicated on Drawings.

3.13 PRESSURE TEST
A. After welded joints have cured at least 24 hours and before sprinkler heads are installed, flush out lines and cap all outlets. Test system under normal street water pressure, in presence of the IOR.

B. Joints shall remain exposed for examination during pressure test.

Center load pipe with small amount of sand to prevent arching or slipping under pressure. Use normal street water pressure for test.

Maintain pressure on plastic pipe for not less than four hours.

C. Replace or repair system, including joints that fail during pressure test. Repeat pressure testing until entire system passes the test period without leaks.

3.15 PROTECTION
Protect the Work of this section until Substantial Completion.

CLEANUP
Remove rubbish, debris, and waste materials and legally dispose of off the Project site. All hard surfaces shall be washed clean. Daily clean up shall be required on all areas used for circulation, parking, or other use.

END OF SECTION

SECTION VIEW
N.T.S
N.T.S
RENEWAL DATE JULY 31 2027
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2 3

CITY SUBMITTAL
4 L-2PLANTING DETAILS AND SPECIFICATIONS

IRRIGATION SPECIFICATIONS
(CONTUNUED)

5.28.24 4.5.25 LOGO FIX
CITY SUBMITTAL 8.11.25
351
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

G A R O N D A R L I N G

PROVIDE COMPLETE LOW VOLUME IRRIGATION

SYSTEM INSTALLED IN STICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.

DRIPPERS, EMITTERS, TUBING, FITTINGS, STAKES,

CONNECTORS, FILTERS, VALVES AND PRESSURE

REGULATORS SHALL BE MANUFACTURERED BY

RAINBIRD OR APPROVED EQUAL OR AS OTHERWISE
NOTED. SEE NOTE 5 (E) THIS SHEET BELOW.

PROVIDE BACKFLOW PREVENTER AS REQUIRED IN

UNDERGROUND BOX PER MANUFACTURER'S
RECOMMENDATIONS (NCS OR APPROVED EQUAL).

LANDSCAPING & IRRIGATION NOTES

5. IRRIGATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING:
(A) AUTOMATIC IRRIGATION CONTROLLERS ARE

REQUIRED AND MUST USE EVAPOTRANSPIRATION OR

SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN
SENSOR.
(B) IRRIGATION CONTROLLERS SHALL BE OF A TYPE

WHICH DOES NOT LOSE PROGRAMMING DATA IN THE
EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED.
(C) PRESSURE REGULATORS SHALL BE INSTALLED ON

THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC

PRESSURE OF THE SYSTEM IS WITHIN THE
MANUFACTURERS RECOMMENDED PRESSURE RANGE.
(D) MANUAL SHUT-OFF VALVES (SUCH AS A GATE

VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE

INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF
CONNECTIONOF THE WATER SUPPLY.
(E) ALL IRRIGATION EMISSION DEVICES MUST MEET THE

REQUIREMENTS SET IN THE ANSI STANDARD ASABE/
ICC802-2014. "LANDSCAPE IRRIGATION SPRINKLER AND
EMITTER STANDARD", ALL SPRINKLER HEADS

INSTALLED IN THE LANDSCAPE MUST DOCUMENT A
DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR

HIGHER USING THE PROTOCOL DEFINED IN ASABE/
ICC802-2014.
(F) AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY

DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE

IRRIGATION OR OTHER MEANS THAT PRODUCES NO
RUNOFF OR OVERSPRAY.

C AT THE TIME OF FINAL INSPECTION, THE PERMIT

APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY

WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF

INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF
LANDSCAPE AND IRRIGATION MAINTENANCE.
0 1' 5' 10' 20'
6"

GRAPHIC SCALE

SYMBOL MANUFACTURER MODEL NUMBER TYPE NOZZLE

RAINBIRD
DRIP EMITTER XB-10PC-1032
A

RAINBIRD XB-SERIES
HUNTER

RAINBIRD

RAINBIRD
KBI
1400 SERIES TREE BUBBLER XB-10PC-1032
X-CORE
ASVF-075
#MIP-100-T
XACZ-075-PRF

HUNTER AFV-T
M WATER METER - INSTALLED BY CVWD.

SUPPLY LINE - PRESSURE MAINLINE PIPING
PVC PIPE SLEEVE - INSTALL UNDER ALL HARDSCAPE - 2X DIAMETER OF IRRIGATION PIPE F.V.

FLOW RATE IN GALLONS PER MINUTE

INDICATES ZONE TYPE

CONTROLLER NUMBER
LATERAL LINE - IRRIGATION SUPPLY PIPING FOR TREES- SCHEDULE 40 PVC LATERAL LINE - IRRIGATION SUPPLY PIPING FOR SHRUBS- SCHEDULE 40 PVC

FLOW RATE PRESSURE
1 G.P.H. 30

0.5 G.P.M. 25
(6) STATION CONTROLER - WALL MOUNTED RESIDENTIAL CONTROLER - (OUTDOOR MODEL WITH SOLAR SYNC ET SENSOR/RAIN CLICK SENSOR XERIGATION CONTROL VALVE KIT FOR DRIP AREAS - 3/4" LOW FLOW ANTISIPHON WITH 3/4" PR RBY FILTER

ELECTRONIC CONTROL VALVE WITH ATMOSPHERIC BACKFLOW
PREVENTION FOR TREE BUBLERS - 3/4"
AUTOMATIC FLUSH VALVE WITH 1/2" MPT CONNECTION - INSTALL IN

BUBBLER BOX

PATTERN
FULL

IRRIGATION LEGEND
BALL VALVE (FULL PORT).

CVWD WATER CALCULATIONS:

LA = 2124.5 SQ. FT.
100 CUBIC FEET = 748 GALLONS
ZONE: 3 ETo = 64"
ETWU = [(ETo) • (PF) • (LA) • (0.62)] / 748 GALLONS / (IE) TOTAL ESTIMATED WATER USE:

25.0 CCF

25.0 CCF
ETWU = [(64") • (0.2) • (2124.5 SQ.FT.) • (0.62)] / 748 GALLONS / (0.9) = HYDROZONE INFORMATION TABLE:

WATER METER IRRIGATION POINT OF CONNECTION

CONTROLLER
NO.

PERCENTAGE O

LANDSCAPE
AREA
A
A
400.0 SQ. FT.

VALVE

CIRCUIT
NO.

LOW
LOW
1A
2A DRIP

BUBBLER

AREA PLANT
TYPES

IRRIGATION
METHOD
2124.5 SQ. FT.
1724.5 SQ. FT.
19%
81%
100%

PROVIDE AND INSTALL CONTROL WIRING PER
MANUFACTURER'S RECOMMENDATIONS.

ALL IRRIGATION LATERAL PIPING SHALL BE
SUBSURFACE.

ALL IRRIGATION LATERAL PIPING SHALL BE THREADED
OR GLUED CONNECTIONS.

BACKFLOW PREVENTER SHALL BE INSTALLED BY

PRIVATE CONTRACTOR AND INSPECTED AND TESTED
AS REQUIRED BY THE LOCAL JURISDICTION.

MAWA = ETo • 0.62 • 0.45 • LA / 748 GALLONS
MAWA = 64" • 0.62 • 0.45 • 2124.5 SQ.FT. / 748 GALLONS = 50.72 CCF V
V

CONCRETE PAVED

DRIVEWAY
C
C
R
R R
A
P
R
R

CONCRETE PAVING WALKWAY
1A
2A
TREE
SHRUB
2 0.3
N

FACE OF CURB

EXISTING CONCRETE SIDEWALK
(PROTECT IN PLACE)

UNDERGROUND SANITARY SEWER PIPING
(PROTECT IN PLACE)

EXISTING

CONCRETE

SIDEWALK
(PROTECT IN
PLACE)

UTILITIES NOTES

GARON JAMES JOHN DARLING
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UTILITIES SHOWN ARE GENERAL LOCATIONS. REFER TO
PRECISE GRADING PLANS. OBTAIN THE SERVICES OF DIG
ALERT- CALL 811 AT LEAST TWO DAYS BEFORE YOU DIG.

CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER

PRECAUTIONS, MEASURES AND MEANS AS NECESSARY TO
ENSURE SAFETY.

UNKNOWN AND BURRIED/HIDDEN UTILITIES MAY EXIST.

EXERCISE EXTREME CAUTION.

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RENEWAL DATE JULY 31 2027
R
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9/29/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4
1/4"= 1'-0" SCALE IR-1 CVWD SUBMITTAL IRRIGATION PLAN, SCHEDULE, LEGEND & NOTES.

IRRIGATION PLAN - 4 BEDROOM PARTIAL PLAN SHOWING FRONT YARD

6.30.24 MODEL 1374
4 BEDROOM SFR TYPE MORN 1 CORRECTIONS - 24" BOX TREE & MULCH 4.3.25 CITY SUBMITTAL 8.11.25

9.29.25 CORRECTIONS - ROCK MULCH
352
Item 3.

NO PROJECT SHEET TITLE
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G A R O N D A R L I N G

A R C H I T E C T
2259 W PASEO DEL MAR
SAN PEDRO, CA. 90732 (310) 619-9540
INSTALL MIN 6" \P ABOVE HIGHEST POINT \P OF DISCHARGE
6" min\ 12" max.
1'-6" in planting area
24" min.
12"
6"
12" MIN.
18" min.

Threaded ball valve.

Finished grade.

Sch. 80 PVC male adapter.

Sch. 40 PVC
45 elbow.

Four (4) 4" x 8"
bricks.

Pavement.

Mainline.
3/8" welded wire mesh.

Three inch (3") thick layer
of pea gravel or approved
equal.

Sch. 80 PVC union SxS.

Sch. 80 PVC nipple TxS.

Clean backfill, 95% relative
compaction under paving.

Control wires, sleeve under paving.

Install adjacent to pressurized
mainline. Bundle shall be no more
than 50% of pipe diameter.

Non-pressurized line, sleeve under
paving to be two times the diameter
of the lateral line.

Base rock.

Pavement.

Mainline, sleeve under paving to be
two times the diameter of the
pressurized mainline pipe.

Finished grade.

Lateral line irrigation. (See irrigation
plans for sizing).

Edge of root ball. Settle backfill so that
irrigation flows through the root ball.

Pressure compensating bubbler shall be
set 1" above finished grade. (See
irrigation legend for make and model).

Swing joint.

Sch. 40 PVC 90 elbow slip to thread.

Edge of root ball.

Sch. 40 PVC 90 elbow slip to thread.

Swing joint.

Existing or modified soil.

Sch. 40 PVC Tee or elbow.

Lateral line irrigation.

Rectangular valve box with
locking lid.
%%P6"
1 2 3
4 6
8 7
9 10
5 UV RADIATION RESISTANT
RAIN BIRD SPLICE-1 (1 OF 2)
WATERPROOF CONNECTION:

ID TAG: RAIN BIRD VID SERIES

OF WIRE, COILED
30-INCH LINEAR LENGTH

UV RADIATION RESISTANT
REMOTE CONTROL VALVE:

FINISH GRADE/TOP OF MULCH

PVC LATERAL PIPE
PVC SCH 40 MALE ADAPTER
PVC SCH 40 ELL
(1 OF 2)
(1 OF 2)
10 9
8 7
6 4
2 1
3 5 INSTALL 6-INCH MIN. ABOVE

HIGHEST POINT OF DISCHARGE
PVC SCH 40 PIPE
(1 OF 2)
(1 OF 2)
RAIN BIRD 100-ASVF
ELECTRIC REMOTE-CONTROL VALVE ASVF Series
N.T.S.
6-IN MIN. 10
11 8
9 5
6 7
1 2 3 4

X-CORE - WALL MOUNT

NOT TO SCALE
1 2
3 9
7 6
8 10
11 4
5 30-INCH LINEAR LENGTH OF WIRE, COILED
WATERPROOF CONNECTION:

RAIN BIRD DB SERIES (1 OF 2)
ID TAG
LOW FLOW ANTI-SIPHON VALVE:

RAIN BIRD ASV-LF-075 VALVE (INCLUDED IN
XACZ-075-PRF KIT)
PRESSURE REGULATING FILTER:

RAIN BIRD PRF-075-RBY
(INCLUDED IN XACZ-075-PRF KIT)
PVC SCH 80 UNION
PVC SCH 40 MALE ADAPTER

UV RADIATION RESISTANT PVC
SCH 40 PIPE (1 OF2)

FINISH GRADE/TOP OF MULCH
PVC SCH 40 ELL (1 OF 2)
PVC LATERAL PIPE (1 OF 2)
7" (17.8 CM)

OPEN DOOR WIDTH
B
C R
1 2
NOTE

MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL,

CONTROLLER SHALL BE HARD-WIRED TO GROUNDED
110 VAC POWER SOURCE
3 4
LEGEND:

IRRIGATION CONTROLLER (X- CORE) PER PLAN

IRRIGATION CONTROL WIRE IN CONDUIT

SIZE AND TYPE PER LOCAL CODES

ELECTRICAL SUPPLY CONDUIT

CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER

ADJACENT SURFACE TO MOUNT CONTROLLER PER PLAN
1 2
3 4
BALL VALVE - 3" AND SMALLER F
Notes:
1- Locate valve boxes in planting areas.
2- Wrap valve box with a minimum of 3 mil thick plastic and secure it using duct tape or electrical tape.
3- All threaded connection to be made using teflon tape. 4- All changes in elevation shall be made using Sch. 40 PVC 45%%D elbows.

OPEN SOURCE FREE TO USE
Direct burial low voltage
control wires.

Non-pressurized line (lateral line).

Detectable locator tape.

Finished grade.

Pressurized line (mainline).

NOTES:
1- See irrigation legend for mainline and lateral line pipe size and type. 2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required. 3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit. 4- Detectable locator tape shall be located six inches (6") above the entire mainline run.

Pavement.

IRRIGATION TRENCHING G

PIPE BENEATH PAVEMENT
Notes:
1- See irrigation legend for mainline size and type.
2- All sleeves shall be Sch. 40 PVC pipe.
3- All sleeves shall extend 12" beyond the edge of pavement. 4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the sleeve to finished grade.

OPEN SOURCE FREE TO USE
1 LEGEND:

RAIN AND FREEZE SENSOR
3 4

POST OR SUITABLE MOUNTING SURFACE

FINISHED GRADE
2 WALL MOUNT CONTROLLER
1 2
3 4

NOT TO SCALE R

RFC WITH GENERIC WALL MOUNT CONTROLLER D
XACZ-075-PRF 3/4" LOW FLOW CONTROL ZONE KIT E N.T.S. A N.T.S.

Note:
1- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or brass per local codes and requirements. 2- Galvanized nipple shall extend 12" past the edge of the concrete footing. 3- Sch. 80 PVC male adapter shall be used in connection from galvanize to the mainline. 4- Backflow prevention device shall be located as close as possible to the landscape meter. 5- Backflow prevention device shall be located in planting area unless approved by Owner's Representative. 7- All backflow prevention devices shall have freeze blanket included upon installation. 8- All galvanized connections shall to be made using pipe thread sealant. All Sch. 80 PVC to galvanized connections to be made using teflon tape.

Backflow prevention device.

Install the device per CVWD
standards and specifications.

Brass ball valve.

Galvanized union.

Threaded galvanized
nipple.

Wrap 20 mil tape
twice around all
galvanized pipe under
finished grade and
through the concrete.

Concrete thrust
blocks required on
backflow devices 2.5"
and larger.

Galvanized coupling.

Galvanized nipple.

Galvanized ninety
degree elbow.

Galvanized nipple.
4" thick concrete pad, 1" above
finished grade..

Flow
Sch. 80 PVC male
adapter.

BACKFLOW PREVENTION DEVICE I N.T.S.

SECTION VIEW

PLAN VIEW
IRRIGATION BUBBLER (2) W/ LAYOUT
Notes:
1- All irrigation fittings shall be
Sch. 40 PVC unless specified
otherwise.
2- All threaded connections from
Sch. 40 to Sch. 80 PVC shall be
madeusing teflon tape.
3- Contractor shall settle the
area around the bubbler and
edge of the root ball so that all
irrigation flows through the root
ball.

DRIP LAYOUT SCHEMATIC
N.T.S. L

EMITTER ZONE AUTOMATIC FLUSH VALVE WITH MPT

CONNECTION
HUNTER AUTOMATIC FLUSH VALVE WITH 5/8" [17 mm] BARB CONNECTION, MODEL AFV-T.

HUNTER RECTANGULAR PLASTIC VALVE BOX AND LID (MB-0811).

LID COLORS: STANDARD BLACK, PURPLE FOR RECYCLED WATER USE, AND OTHER COLORS AVAILABLE, SEE HUNTER CATALOG.

FINISHED GRADE

GRAVEL BASE, DEPTH AS SPECIFIED
COMMON HALF BRICK, 2 TOTAL, INSTALL ONE ON EACH SHORT SIDE OF BOX.

FEMALE ADAPTER PER PLAN, SLIP X FPT

LATERAL LINE PER PLAN
DETAIL LEGEND:
7 1
2 6
3 4
5 12"
3 2
1 6
7 5
4 XERI-BUG 1032 THREADED EMITTER ON

POLYFLEX RISER INTO PVC
3 4
6 2
5 1
4 3
2 SINGLE-OUTLET 10-32 THREADED INLET X BARB
OUTLET EMITTER: RAIN BIRD XERI-BUG 1032 EMITTER

TOP OF MULCH

FINISH GRADE
POLYFLEX RISER AND ADAPTER ASSEMBLY: RAIN

BIRD PFR-FRA

PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE
1 6
5 NOTE:

1. RAIN BIRD XERI-BUG 10-32 THREADED INLET X BARB OUTLET EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: XB-05PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH N.T.S.

N.T.S.

N.T.S.
5 2
4 5
FV
MAIN LINE.

ELECTRONIC EMITTER CONTROL VALVE
ASSEMBLY.

BACKBONE LATERAL - PVC CLASS 200 IPS
PLASTIC PIPE.

DRIP LATERAL - PVC CLASS 315 IPS
PLASTIC PIPE.

SHRUB EMITTER (TYPICAL).

AUTOMATIC FLUSH VALVE IN BUBBLER
BOX.
1 4
6 3
3 NOTES:

1. RECOMMENDED MINIMUM FILTRATION: 120 MESH

2. PRESSURE AT FLUSH VALVE SHALL BE MIN 15 PSI
SECTION 02810 IRRIGATION SYSTEMS
PART 1 - GENERAL

1.01 SUMMARY
B. Section Includes:

1. Irrigation system.

2. Line voltage connection of irrigation controller.

C. Related Sections:

4. Section 02900: Planting.

1.04 QUALITY ASSURANCE
A. Regulatory Requirements:

Comply with local, municipal and state laws, rules, and regulations governing or relating to this Work. Wiring shall conform to National Electrical Code and local codes.

B. Best Management Practices: Conform to “Handbook Five: A Guide for Implementing Large Scale Irrigation Projects” as required by The California Water Conservation in Landscaping Act (Assembly Bill 325).

1. AB 325 California Calculation of Estimated Applied Water Use (EWU).

2. AB 325 California Calculation of Maximum Applied Water Allowance (MAWA).

C. Conform to California Code of Regulations, Division 2, Chapter 2.7, Model Water Efficient Landscape Ordinance.

D. Manufacturers Instructions: The manufacturer’s instructions and detailed drawings shall be followed in all cases where the manufacturers of products and/or materials furnish installation details not indicated in the Drawings and Specifications.

E. Qualifications: Work shall be performed by skilled workers with a minimum of 5 years experience in work of similar scope and complexity.

PROJECT CONDITIONS
A. Before excavation, contact the "Underground Service Alert of Southern California" (USASC) for information on buried utilities and pipelines.

1.07 TESTING AND INSPECTION
Notify the IOR 24 hours in advance of the pressure side piping inspection.

1. Pressure Side Piping: After all welded joints have cured for at least 24 hours, all lines flushed and outlets are capped, the system shall be tested under normal street water pressure for a minimum of 4 hours. All joints shall remain exposed for inspection during the pressure test. Center loading of piping with small loads of sand backfill to prevent arching or slipping under pressure is permitted.

2. Correct all defective Work and repeat tests until the entire system is tested watertight.

Submit a request for a final inspection 48 hours in advance.

Perform a coverage test to determine if the coverage of water to planting areas is complete and adequate as required.

Final Inspection: The following items shall be considered part of the final inspection:

All specified products and materials.

2. Irrigation coverage test, providing 100% head to head coverage.

3. Soils compacted in trenches and around sprinkler heads, level with existing grades.

4. Controller and cabinet installation. Sprinkler control valves and boxes.

Backflow devices, pressure regulators, pumps.Automatic
sensors.

Final site review shall include operating each system in its entirety in the presence of the Landscape Architect or IOR.

Provide any required adjustments and correct defective Work as required.

PART 2 - PRODUCTS 2.01 IRRIGATION SYSTEM
A. All systems shall be automatic with electrically operated control valves.

B. Point of connection (POC) for all irrigation systems:

Provide a single POC on a designated irrigation meter, with flow monitoring, unless otherwise indicated on the Drawings.

Flow Sensor and Master Valve Installation: Provide all
required protection for main and lateral lines with flow sensors and master valve per each zone controller. Do not install manual control valves to actuate an irrigation zone when using a flow monitoring system.

Full meter protection is required for all irrigation systems by installing reduced pressure principle backflow prevention devices.

Install isolation valves in order to avoid a total system shutdown for maintenance and repairs. Include valves to isolate loop system and major branch lines.

Irrigation System shall incorporate the following requirements:

The flow velocity shall not exceed five (5) feet per second for pressure/lateral lines based on industry standard friction pressure loss values.

Pressure line pipe size shall be sufficient to support a minimum of two control valves operating at the same time, one valve opening while another is closing.

G.P.M. demand and sprinkler head coverage shall follow the manufacturer’s requirements.

Remote valves shall be sized no smaller than the piping it serves unless piping is increased in size to reduce friction loss. Remote valves shall then be sized no less than one pipe size smaller than the piping it serves.

GARON JAMES JOHN DARLING
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2.02 MATERIALS
Provide only new materials, of brands and types noted
on Drawings and in the Specifications.

B. Plastic Pipe and Fittings:

1. Plastic Pipe: Schedule 40, class 200 IPS and class
315 IPS, as called out on drawings, extruded from 100
percent Virgin Polyvinyl Chloride (PVC) Compound,
meeting requirements of Class 12454-B of ASTM
D1784.
a. Plastic pipe shall be continuously and permanently
marked with the following information: Manufacturer's
name, nominal pipe size, Schedule or Class, SDR
(Standard Dimension Ratio, or pressure rating in psi)
National Sanitation Foundation (NSF).

2. Plastic fittings: Schedule 40 molded from PVC Type
I Compound, conforming to the requirements of
specification ASTM D2466.
a. Plastic Nipples: PVC schedule 80 conforming to
ASTM D2467.
b. PVC male threaded fittings are not allowed.

3. PVC primer and solvent for chemical weld of pipe
and fittings shall be as recommended by pipe
manufacturer. Containers for solvent and primer shall
be clearly marked with manufacturer's data. Solvent
and primer shall not be more than one year old. Blue or red hot glue is not permitted.

RAIN SWITCH SENSOR

1. Rain Switch Sensor shall be 24-volt for wiring to one 110 volt or 220 volt A.C. All electrical devices and wiring shall comply with the National Electrical Code,
Specifications, and local codes. Hunter Mini-Click, or
equal.

M. Ground Rod

1. Ground rod shall be 5/8 inch X 8 foot copper clad.

N. Back Flow Protection Device:

To operate on a reduced pressure principle furnished
with a full port shut off valve up stream and down
stream of the backflow device. Provide enclosure to
house backflow device.

2. Wye strainers at back flow device shall be 125
pounds class customer brass with 40 mesh Monel
screen.

O. Tracer Wires: A No. 14, Green, Type TW plasticcoated copper tracer wire shall be installed with nonmetallic irrigation main lines.

P. Control Wires to Control Valves: Control wires to
electrically operated solenoid valves shall be direct
burial type UF#14 AWG copper, 3/64 inch thick PVC
coating. UL approved for Class 2 wiring for 24 volts, 60 cycle AC use UL recognized waterproof connectors to
connect control wires to solenoids.

Q. Valve Boxes:

1. Rectangular valve boxes shall be green plastic 12
inch wide, 18 inch long, and 12 inch deep (outside
dimensions) or larger as may be required to provide
specified clearances.

2. Round valve boxes shall be green, 7 inches
diameter by 10 inches high with locking cover.

3. All covers on valve boxes shall be vandal resistant, locking, and marked "Water". Tops of boxes shall be
set flush with finished turf grade or 2 inch above grade in shrubbery or groundcover areas.

The cover shall be identified with 3 inch high stenciled letters “RCV (with Station No.) GV, QC, etc.”

R. Remote Control Valve Boxes: Automatic control
valves shall be enclosed in green rectangular plastic
boxes with locking covers.

PART 3 - EXECUTION

3.01 CONNECTIONS TO SUPPLY
A. Source of water supply shall be as indicated on the
Drawings.

B. Connection to piping shall be provided with proper
fittings:

1. When connecting to point of connection (POC)
above grade all pipes shall be brass or copper with
required fittings unless otherwise indicated.

2. POC from above to below grade transition shall be
brass or copper pipe to a depth of 18 inches from top of pipe.

3. No steel pipe or fitting shall be installed below
grade.

4. When connecting plastic pipe to copper, brass, or
steel material, provide a schedule 80 PVC nipple.

5. All exposed copper or brass material above grade
shall be painted green in color.

6. Connect steel and copper pipe or tube with a 6-inch
brass nipple.

3.02 PIPE INSTALLATION
A. Excavate trenches deep enough to provide earth
coverage of 12 inches for non-pressure lines and 18 inches for pressure lines, from finished grades to top of pipe. Bottom of trenches shall be free of rocks, clods and other sharpedged objects. Below grade piping shall be installed on a firm sand bed for its entire length.

B. Plastic pipe and fittings shall be solvent welded. PVC pipe ends shall be cut ninety (90) degrees and cleaned of all cutting burrs prior to cementing. Use approved reaming tool.

Pipe ends shall be wiped clean with a rag and lightly wetted with PVC primer. Cement shall be applied with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe. Pipe shall be inserted into the fitting and given a quarter turn to seat the cement. Excess cement shall be wiped from the outside of the pipe. The pipe will be tested as indicated in article 1.07.

C. Cure welded joints at least 15 minutes before moving or handling, and at least 24 hours before applying pressure to system, unless otherwise recommended by joint solvent
manufacturer.

Pressure piping installed under a driveway or sidewalk shall be sleeved. The sleeves shall be two pipe sizes larger than the pressure piping.

Piping through cement and asphalt pavement shall be L type copper with ? inch of foam wrap or other required material around the pipe to allow for expansion.

All holes cored through walls shall be two pipe sizes larger to allow for foam wrap around pipe.

PVC pipes shall not be installed above grade unless reviewed by the Architect.

H. Lettering shall be face up on all below grade PVC piping.

Pipe serving tree areas shall be located not less than 30 inch from center of tree area.

3.04 VALVE BOX INSTALLATION
A. Automatic control valves shall be enclosed in valve boxes of HDPE or pololefin fibrous material, with locking lids.

B. Valve boxes shall be of sufficient size to provide no less than 1-1/2 inch of clearance on all sides of equipment
installed within. The bottom section shall be slotted so as to extend below the pipe. Extensions shall be added as
required to meet grade requirements.

C. Valve boxes installed in concrete or asphalt shall be set one inch below pipe and extensions shall be added as
required to meet grade requirements. A homogeneous
finished material shall surround valve boxes 4 inches below finished grade and match existing grade conditions.

D. All valve boxes shall be installed level to finish grade except in ground cover areas which shall extend 2 inches above finish grade.

E. Bottom of valve boxes shall be set level on 4 full size corner bricks on 2 inches of gravel bed..

F. Pea gravel shall be filled up to the bottom of the manual and remote valve and at least 4 inches of gravel inside of the valve box.

3.10 CONTROL WIRE
A. Mainline control wires shall be taped together at five (5) foot intervals with black electrical tape, then laid parallel to pressure line with 18 inches minimum cover to finish grade.

B. Control wiring located under paved areas shall be encased in Schedule 40 PVC pipe and shall extend a minimum of 12
inches beyond pavement.

C. Wires shall be color coded, white for common ground wire, red or black for valve control wires.

D. Wire splicing shall only be performed in controller cabinet and at remote control valve boxes. Splices shall be made with a mechanical connector equal to "Scotch-lok" and encased in epoxy resin to provide a permanent watertight connection.

E. Stubbed out control wires shall terminate in concrete yard boxes.

F. Wire passing under future or existing paving or structures shall be encased in Schedule 40 PVC pipe extending at least 12 inch beyond edges of the paving or structure.

3.11 TRACER WIRES
A. Tracer wire #14 or greater shall be installed on bottom of trench, adjacent to vertical pipe projections, carefully installed to avoid stress from backfilling, and shall be continuous
throughout length of pipe with spliced joints soldered and covered with insulation type tape.

B. Tracer wire shall follow main line pipe and branch lines and terminate in yard box with gate valve controlling these main irrigation lines. Provide sufficient length of wire to reach finish grade, bend back end of wire to make a loop and attach a Dymo-Tape type plastic label with designation "Tracer Wire." C. Record locations of tracer wires and their terminations on project record documents.

SEE SHEET L-2 FOR CONTINUATION
RENEWAL DATE JULY 31 2027
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 4
IR-2IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PART ONE CVWD SUBMITTAL 5.29.24 MODEL 1374 CITY SUBMITTAL 8.11.25 353
Item 3.

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OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies
property. They are to be used only withrespect to this Project and are not to be used on any other project. Submission
or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationmon law copyright or other reserved GARON J. .J. DARLING
ARCHITECT thereof furnished by Garon J. J. Darling Architect are and shall remain its of Garon J.J. Darling Arcitect comrights.
2259 PASEO DEL MAR
SAN PEDRO, CA. 90732 (310)619-9540

GENERAL NOTES (CONTINUED)

INDEX OF DRAWINGS
A
TITLE SHEET, INDEX OF DRAWINGS, VICINITY MAP, GENERAL NOTES, CODE INFORMATION 1 A-1 2
A-2
A-3
3 4
1ST. FLOOR PLAN, ROOF PLAN & TRUSS LAYOUT

SECTIONS, INTERIOR ELEVATIONS, INTERIOR FINISH, DOOR & WINDOW SCH & DETAILS

ELEVATIONS

5. Modifications to the construction work as described within the Construction Documents shall not be made without the prior written approval of the Architect.

GENERAL NOTES

3. The General Contractor is responsible for furnishing all subcontractors with a complete set of Contract Documents.

1. The Contactor shall provide temporary barricades and all other means required to maintain a safe environment during construction.

7. If there is a conflict between disciplines within the Contract Documents, the Contractor and Subcontractor shall provide in His or Her bid the more expensive option.

9. All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware.

ARCHITECTURAL

LANDSCAPING

LANDSCAPING PLAN, SCHEDULES, LEGEND AND NOTES
M-1 MECHANICAL PLAN, DETAILS, SCHEDULES, LEGEND AND NOTES MECH./
PLUMB
P-1

ENERGY CALCULATIONS AND FORMS
ENERGY
CAL
GREEN
CG-1 CAL GREEN NOTES, TABLES AND CHECKLIST

ELECTRICAL

ELECTRICAL SCHEDULES, LEGEND AND NOTES
E-1 ELECTRICAL PLAN, SCHEDULES, LEGEND AND NOTES
E-2
L-1

N NOT TO SCALE
T-1

GRADE BEAM

PERMITS

2. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM
DESIGNED AND INSTALLED IN ACCORDANCE WITH THE 2019 CRC
SECTION R313.3 OR NFPA 13D.

3. A ROOFTOP PHOTO-VOLTAIC SOLAR SYSTEM AS REQUIRED BY
THE ENERGY CALCULATIONS.

1. MANUFACTURED ROOF TRUSSES DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE 2019 CRC.

1. CIVIL AND STRUCTURAL SHEETS SHALL BE SIGNED BY RESPONSIBLE DESIGN PROFESSIONAL.

2. TRUSS CALCULATIONS SHALL BE REVIEWED AND APPROVED BY ENGINEER OF RECORD.

APPLICABLE CODES

PLANNING DATA

ZONING DISTRICT DESIGNATION RESIDENTIAL PLANNED DEVELOPMENT

ATTIC VENTILATION REQUIREMENT ATTIC VENTILATION PROVIDED

CONSULTANTS

ENERGY CONSULTANT

CALIFORNIA LIVING & ENERGY
(209) 538-2879
3015 DALE COURT, CERES, CA 95307

STRUCTURAL ENGINEER

PETRA STRUCTURAL ENGINEERS
17981 SKY PARK CIRCLE SUITE O,
IRVINE, CA 92614
(949) 748-7170

SPECIFIC NOTES AND INFORMATION
ENERGY REQUIREMENTS:

The Project shall be constructed using materials, equipment and/or systems that comply with the energy efficiency standards of the State of California Title 24 .

ENVIRONMENTAL REQUIREMENTS:

The Project shall comply with all regulatory guidelines and code requirements pertaining to outgassing of materials such as, but not limited to, VOC and formaldahyde.

The Project shall comply with California's Green Building Code (Part 11 of Title 24, California Code of Regulations, effective 1.1,2020 with any Supplement(s) in effect .

Provide and maintain a copy of said code and Residential checklist on jobsite during construction.

TOTAL -

GARAGE AREA

LIVING AREA
4 BEDROOM RESIDENCE
1 1/2" X 12" EAVE VENTS (56) @
.125 SQ. FT = 7.0 SQ. FT.
(1) 12" X 18" GABLE END VENT
@ 1.5 SQ. FT. = 1.5 SQ. FT.
470 SQ. FT.
(6) 15"X 24" GABLE END VENTS
@ 2.5 SQ. FT. = 15.0 SQ. FT.

A-4 5
8 7
9 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
OF THE FOLLOWING:
2022 CALIFORNIA BUILDING CODE.
2022 CALIFORNIA RESIDENTIAL CODE.
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA ENERGY CODE

CONSTRUCT A FINISHED SINGLE FAMILY, ONE-STORY,

HOUSE WITH ATTACHED GARAGE WITH PLUMBING,
MECHANICAL, ELECTRICAL, LANSCAPING AND SITEWORK.

SCOPE OF WORK

WITH AUTOMATIC FIRE

SPRINKLERS
(DEFERRED SUBMITTAL)

BUILDING DATA
GARAGE

CONSTRUCTION
TYPE

GROUP U
RESIDENCE GROUP R DIVISION 3

OCCUPANCY GROUP

TYPE V-B

STORIES
ONE

2. ALL CONSTRUCTION SHALL CONFORM TO STATE AND MUNICIPAL LAWS, CODES AND ORDINANCES, ETC. FOR MIN. STRUCTURAL DESIGN,MATERIALS

USED, AND METHODS OF CONSTRUCTION, REFER TO APPLICABLE STATE AND MUNICIPAL BUILDING CODES. PROJECT SHALL BE CONSTRUCTED UNDER ALL APPICABLE LOCAL BUILDING PERMITS AND INSPECTION PROCEDURES.

AT VARIOUS PROJECT PARCELS
IR-1 IRRIGATION PLAN, SCHEDULES, LEGEND AND NOTES
IR-2
L-2

IRRIGATION DETAILS AND NOTES

LANDSCAPING DETAILS AND NOTES

PLUMBING PLAN (SEWER AND WATER), SCHEDULES, LEGEND AND NOTES

13. SIMPSON A35 SHALL BE SUBSTITUDED WITH SIMPSON LTP4 AT LOCATIONS NECESSITATING A FLAT APPLICATION.

14. The design, timing, implementation and construction of the temporary bracing of the structure and its elements during construction is the responsibility of the general contractor

CODE NOTES
2022 CALIFORNIA GREEN CODE

FOUR BEDROOM

CITY OF COACHELLA MUNICIPAL CODE

1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF RIVERSIDE CA. AND THE CITY OF COACHELLA, CA.

FOR THE

COACHELLA VALLEY HOUSING COALITION

LOCATED IN THE

CITY OF

COACHELLA, CA

CORROSION CONTROL REQUIREMENTS
FREDRICK ST.

AVENUE 49
AVENUE 50
AVENUE 51
CALHOUN ST.

VAN BUREN ST.

COACHELLA
HOMES

DEVELOPMENT
HWY 86

VICINITY MAP
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REQUIRED FOR SIGNS, FENCES,

RETAINING WALLS, TRASH

ENCLOSURES, FLAGPOLES, POLE

MOUNTED YARD LIGHT FOUNDATIONS,
AND PLANTERS.

DEFERRED SUBMITTALS

CONDITIONS OF APPROVAL OF PLANS

COACHELLA, CA

COACHELLA HOMES

MARIPOSA POINT
1412
1412.0 SQ. FT.
1882.0 SQ. FT.
1882 SQ. FT / 150 (FACTOR) =

12.5 SQ. FT TOTAL

23.5 SQ. FT. PROVIDED > 12.5
REQUIRED THERFORE O.K.

STRUCTURAL
EN-2

FOUNDATION PLAN, SHEAR WALL PLAN, DETAILS AND NOTES

DETAILS AND NOTES

GENERAL NOTES

SPECIAL INSPECTION
S-1
S-2
S-3
SI-1
A-5 ALT. 1 6
10 11
12 13
14 15
16 17
18 19
20 RENEWAL DATE JULY 31 2027
50394 CALLE XAVIER
83584 AVENIDA CAMPANAS
83596 AVENIDA CAMPANAS
50358 CALLE XAVIER
50382 CALLE XAVIER
50370 CALLE XAVIER
779-272-008
83579 AVENIDA SAN DOMINGO
779-272-006
779-272-004
83560 AVENIDA CAMPANAS 779-272-002
83572 AVENIDA CAMPANAS
50406 CALLE XAVIER
50418 CALLE XAVIER
50430 CALLE XAVIER
779-272-010
LOT 2
LOT 4
LOT 6
LOT 8
LOT 10
LOT 12
LOT 14
LOT 16
LOT 18
LOT 20
LOT 22
779-301-008
779-301-006
779-301-004
779-301-002
779-272-016
779-272-014
779-272-012
83554 AVENIDA CAMPANAS 779-272-001 LOT 1
LOT 52
8/10/25FOR 1 2 SINGLE FAMILY RESIDENCE - COACHELLA HOMES

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
4 BEDROOM INDEX, CODE & PLANNING DATA

VICINITY MAP & GENERAL NOTES
T-13 CITY SUBMITTAL 4
5 6.7.24

4.5.25 CITY RE-SUBMITTAL
CITY RE-SUBMITTAL 8.11.25
354
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DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies
property. They are to be used only withrespect to this Project and are not to be used on any other project. Submission
or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationmon law copyright or other reserved GARON J. .J. DARLING
ARCHITECT thereof furnished by Garon J. J. Darling Architect are and shall remain its of Garon J.J. Darling Arcitect comrights.
2259 PASEO DEL MAR
SAN PEDRO, CA. 90732 (310)619-9540
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GARON JAMES JOHN DARLING
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D06
D05
D04
D07
D05
B1 B1
D02
C1
D01
B1
D06
D05
D05 D05
D07
B1
B1
D04
B1
D05

W D REF
SOUTH
A-3
NORTH
A-3
EAST
A-3
A
A-2
A
WEST A-2
A-3
1'-1 1/2"
22'-6 1/2" 25'-5" 13'-5 1/2"
1'-2" 4'-11 1/2"
1'-1 1/2"
5'-4"
1'-1 1/2"
4'-11 1/2" 5 1/2"
3'-8 1/2" 5'-0 1/2" 3'-0"
1'-3"
3'-1 1/2" 2'-11 1/2"
11'-0" 2'-1 1/2" 2'-3"
8'-0" 2'-8" 4"
2'-1 1/2" 6 1/2"
2'-8" 3"
16'-9" 5'-10" 12'-1 1/2"
1'-5" 7" 2'-8"
18'-6" 3'-0" 1'-0 1/2" 10'-4 1/2" 3'-4 1/2" 3'-1" 5'-5" 3'-1 1/2" 2'-10" 10'-7 1/2" 3'-1 1/2" 6'-6"
6 1/2" 2'-8" 2'-10" 1'-0" 4'-0"
40'-0"
21'-6" 3'-8" 14'-10"
61'-1"
19'-2" 20'-10"
2'-5" 16'-0" 2'-5"
40'-0"
3'-4 1/2" 1'-5" 7'-3" 3'-3 1/2"
1'-3"
1'-2"
18'-4 1/2" 3'-0" 10" 5'-5" 4'-8 1/2" 6'-2" 5'-8"
22'-2 1/2" 10'-1" 11'-10" 11'-0 1/2" 5'-11"
2'-6 1/2" 6'-0" 6'-0" 6'-11" 3'-8" 7'-0" 7'-10" 9 1/2" 9" 4'-0" 1'-6" GARAGE
F.O.S.
119
F.O.S.

F.O.S.

FAMILY/
DINING
102
113
CLOSET
5 SHELVES
111

MEDICINE
CAB.

BATH
NO. 2
112

MEDICINE
CAB.

SHELF & POLE

SHELF & POLE SHELF & POLE

CONCRETE

LANDING
F.O.S.

F.O.S.
117

SHELF & POLE
F.O.S.

F.O.S.

CONCRETE

LANDING
F.O.S.

F.O.S.

F.O.S.F.O.S.
120
F.O.S.

F.O.S.

CLOSET 115
109
F.O.S.

CORRIDOR
NO.1 104 F.O.S.

LINEN
NO.1
F.O.S.

F.O.S.

SHELF & POLE
F.O.S.

F.O.S.

W/H
116
CLOSET
108
CLOSET 114
F.O.S.

F.O.S.

F.O.S.F.O.S.F.O.S.

F.O.S.

SHELF & POLE
FACE
FRAME.
118105

WASHER/
DRYER CORRIDOR NO.2
MASTER

BATHROOM

STORAGE
CLOSET
122
121

KITCHEN
106
MASTER

BEDROOM
PANTRY

BEDROOM
NO. 4
LIVING
107
110

BEDROOM
NO. 3

BEDROOM
NO. 2
101
ENTRY
PORCH
20'-0" CLEAR
FAU
F.O.S.

A-2
7 A-2
7 SIM.
6" THICK STUDS @

PLUMBING WALL
(600S162-33 @ 12"
O.C.)
1/2 HOUR OCCUPANCY

SEPARATION, GARAGE TO
HABITABLE AREA TYP.
4" DIA. STEEL

PIPE BOLLARDS
- YELLOW.

HEAT
PUMP
20'-0" CLEAR
ADD FULL HEIGHT 7/16 OSB
WITH 8D @ 6" TO THE ENTIRE
LENGTH OF THIS TRUSS.

TRUSS SHALL ALIGN WITH
EXTERIOR SHEAR WALL.

GABLE END TRUSS SHALL

ALIGN WITH EXTERIOR
COLUMNS.

A-2
6 A-2
6 A-2
2 26 GAGE GALV. METAL

FLASHING AND

COUNTERFLASHING RUNNING

THE FULL LENGTH OF THE

WALL TO ROOF CONNECTION
TYPICAL.
18 S-2
A-2
3 A-2
A-2
2 MANUFACTURED ROOF TRUSS
AT 24" O.C. TYP. DESIGNED BY
OTHERS. DEFERRRED
SUBMITTAL.

A-2
3 6
A-2
3 ENGINEERED WOOD TRUSSES TYPICAL
(DEFERRED SUBMITTAL)
A-2
2 26 GAGE GALV. METAL

FLASHING AND

COUNTERFLASHING RUNNING

THE FULL LENGTH OF THE

WALL TO ROOF CONNECTION
TYPICAL.

ROOF COVERING SHALL BE CLASS A.

ROOFING: CONCRETE ROOF TILE BY EAGLE
IAPMO ER 1900 - VALID THROUGH 01/31/2023
"CAPISTRANO" OR "MALIBU", "BELL AIR", "GOLDEN
EAGLE", "PONDEROSA" OR APPROVED EQUAL NOT TO
EXCEED 9.7 PSF. TILE MUST MEET TITLE 24, PART 6
COOL ROOF REQUIREMENTS FOR CLIMATE ZONE 15
(SOLAR REFLECTANCE AND THERMAL EMITTANCE)

APPLY PER THE MANUFACTURER'S RECOMMENDATIONS
AND ALSO, ALL OF THE FOLLOWING, TYPICAL: PROVIDE

TURN DOWN OVER RAKE EDGE 1" MINIMUM. EXTEND 4"
MINIMUM UP A VERTICAL (BLOCKING, NAILER OR WALL).

END LAPS SHALL BE A MINIMUM OF 6" VERTICAL LAP.

DRAG TRUSS DIRECTLY ABOVE

WALL - ALIGN WITH
SHEARWALL.

ALL ROOFING MATERIALS AND METHODS SHALL BE IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S AND

THE ROOF TILE INSTITUTE/WSRCA RECOMMENDATIONS
TYPICAL.

GABLE END TRUSS.

GABLE END TRUSS.
8/10/25
N N
FOR
1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE

FLOOR PLAN
A-1

FIRST FLOOR PLAN
1 2

ROOF PLAN AND TRUSS LAYOUT

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201 ROOF PLAN & TRUSS LAYOUT 3 4
CITY SUBMITTAL 5.24.24 SINGLE FAMILY RESIDENCE - COACHELLA HOMES MODEL 1412 4 BEDROOM 4.5.25 SHIFT BEDROOM 2 WINDOW LOCATION
CITY SUBMITTAL 8.11.25
355
Item 3.

NO PROJECT SHEET TITLE
DATE
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OF DWGS
JOB

DATE REVISION

OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies
property. They are to be used only withrespect to this Project and are not to be used on any other project. Submission
or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationmon law copyright or other reserved GARON J. .J. DARLING
ARCHITECT thereof furnished by Garon J. J. Darling Architect are and shall remain its of Garon J.J. Darling Arcitect comrights.
2259 PASEO DEL MAR
SAN PEDRO, CA. 90732 (310)619-9540
8'-1"
8'-9"
12 4

GYPSUM BOARD OVER METAL

STUD CONSTRUCTION TYPICAL

GYPSUM BOARD CEILING

TYPICAL

ENGINEERED WOOD TRUSSES TYPICAL
- DEFFERRED SUBMITTAL -
1/2" THICK STUCCO
OVER 1" THICK R-4

OWENS CORNING
FOAMULAR 250 (XPS)

RIDGID FOAM INSULATION
COMBINED WITH R-15

OWNES CORNING

ECOTOUCH PINK

FIBERGLAS BATT

INSULATION BETWEEN
STUDS PER THE TITLE 24

ENERGY CALCULATIONS

AT EXTERIOR WALLS
TYPICAL.

CONCRETE SLAB. SEE
FOUNDATION PLAN TYP.

R-38 INSULATION PER TITLE 24 ENERGY
CALCULATIONS AT ATTIC TYPICAL.

R-13 BATT INSULATION PER TITLE 24 ENERGY
CALCULATIONS AT ATTIC TOP CHORD TYPICAL.

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GARON JAMES JOHN DARLING

PLATE HEIGHT

FINISH GRADE

FINISH FLOOR
RENEWAL DATE JULY 31 2027

ROOF TILE REFLECTANCE/EMISSIVITY

0.26/0.90
1'-6"
TYP.
1/2" MIN. AND 1" MAX.

CLEAR BETWEEN GYP.

BOARD AND TOP OF

CONCRETE
3 1/2"

TRUSS TOP CHORD
(1) LAYER OF NO. 30

ASPHALT-SATURATED FELT
COMPLYING WITH ASTM D-226

MINIMUM UNDERLAYMENT
GALV. METAL WEEP
SCREED.
1" X 2" HORIZONTAL BATTEN
DOUBLE LAYER UNDERLAYMENT.
1" X 2" VERTICAL BATTEN -
EXTEND MINIMUM 1/2" PAST EVE
FOR VENTILATED ROOF.

NAILER ADDED TO ADJUST
TILE TO PROPER HEIGHT.
15/32 5-PLY CD-X STRUCT. 1 F.I.
32/16 ROOF SHEATHING WITH
TECH-SHIELD BY LP. TYP.
1/4" GALV. METAL MESH

FASTENED TO DECK WRAPEED
OVER BATTEN ENDS.
2X SOLID BLOCKING
RIP TO FIT.

PLYWOOD SHEATHING
2X RIDGE NAILER
WRAP RIDGE NAILER WITH (1)
LAYER OF NO. 30 ASPHALTSATURATED FELT COMPLYING
WITH ASTM D-226 AND LAP

OVER UNDERLAYMENT A
MINIMUM OF 12".
2X PLATE

EXTERIOR WALL TYPICAL
1" = 1'-0" SCALE
1" = 1'-0" SCALE

ROOF RIDGE TYPICAL
1" = 1'-0" SCALE

ROOF EAVE TYPICAL
2X 8 DECORATIVE FACIA.

PAINT.
26 GAUGE GALV.

METAL POWDERCOATED COVER
METAL.

TRIM TILE. SECURE WITH CODE

APPROVED ADHESIVE OVER
MECHANICAL ATTACHMENT TYP.

METAL STUDS PER

FRAMING PLAN

GYPSUM BOARD PER

FINISH SCHEDULE
TYP.

ROOF SHEATHING PER ROOF PLAN.

PAINT.

BASE PER INTERIOR

FINISH SCHEDULE

BRIDGING - SPACING AS

REQUIRED

GYPSUM WALLBOARD PER

FINISH SCHEDULE

APPLIED VERTICALLY OR

HORIZONTALLY TO ONE SIDE OF
STUD ATTACHED WITH 1" TYPE
S - 12 BUGLEHEAD SCREWS

WITH ANTI-CORROSIVE
COATING AT 7" O.C. WITH END

JOINTS ON STUDS OR SOLID

BLOCKING STEEL MEMBERS
TYP..

PROTECTIVE GROMMETS

REQUIRED AT ALL

ELECTRICAL AND PLUMBING
PENETRATIONS.

METAL STUDS PER FRAMING
PLAN.

SET BOTTOM TRACK ON

FULL LAYER OF
CONTINUOUS 30# FELT

OVER DOUBLE CONTINUOUS

BEADS OF SILICONE CAULK

CONCRETE FIELD TILE PER ROOF
PLAN, OVER 1" X 2" BATTEN AND

COUNTER-BATTEN SUPPORTS

PER TILE MANUFACTURER'S
RECOMMENDATIONS.

CONCRETE ROOF TILE PER ROOF PLAN,
OVER 1" X 2" BATTEN AND COUNTERBATTEN SUPPORTS PER TILE MANUFACTURER'S RECOMMENDATIONS.

EXTERIOR CEMENT

PLASTER OVER LATH,

INSULATION BOARD AND

EXTERIOR SHEATHING
WHERE OCCURS.
18 GUAGE TOP
TRACK TYP.

PLYWOOD SHEAR WALL PER

FRAMING PLAN

WHERE OCCURS

DEEP LEG BOTTOM TRACK

FOR BASE BACKING
1 2
3 1/2" THICK, 2-COAT EXTERIOR

CEMENT PLASTER AND LATH
OVER 1" ESP TYPE IX
INSULATION BOARD (ER-4059)
OVER (2) LAYERS OF GRADE D
BUILDING PAPER OR (2)
LAYERS OF #15 TYPE 1 FELT

COMPLYING WITH ASTM D
226.
26 GAUGE GALV.

METAL DRIP

FLASHING SET UNDER
UNDERLAYMENT.

INSULATION PER TITLE 24
CALCS. TYP. AT CEILING
TRUSS BOTTOM CHORD.

GYPSUM BOARD TYP.
26 GAUGE GALV. 1 1/2"
x 12" VENT (WITH
GALV. INSECT MESH)

WITH BAFFLE TO KEEP

ATTIC INSULATION

FROM BLOCKING AIR
FLOW @ 24" O.C. TYP.

INSULATION PER TITLE
24 CALCS. TYP. AT
EXTERIOR STUDS.

CRAFT-FACED BATT
INSULATION PER TITLE 24
CALCS. TYPICAL AT ALL
EXTERIOR WALLS.

GYPSUM BOARD
TYP.

FOOTING PER

FOUNDATION PLAN

AT ALL EXTERIOR WALLS

ADJACENT TO CONCRETE
PAVING TYPICAL:
20 GAUGE X 10" ALLUMINUM

FLASHING UNDER BUILDING
PAPER. SET BOTTOM OF
FLASHING 5" BELOW TOP OF
FOOTING. BOND FLASHING TO

FOOTING WITH SOLID COAT OF
MASTIC.

BOTTOM OF WEEP SCREED

SHALL BE SET A MINUMUM OF
4" ABOVE FINISH GRADE SOIL
AND 2" MINIMUM ABOVE

FINISH PAVED SURFACES
TYPICAL.
1" = 1'-0" SCALE
ROOF EAVE AT GABLE END TYPICAL 6
ROOF SHEATHING PER ROOF PLAN.

PAINT.

METAL STUDS PER

FRAMING PLAN

EXTERIOR CEMENT

PLASTER OVER LATH,

INSULATION BOARD AND

EXTERIOR SHEATHING
WHERE OCCURS.
26 GAUGE GALV.

METAL DRIP

FLASHING SET UNDER
UNDERLAYMENT.
2X 8 DECORATIVE FACIA.

PAINT.
2X 4 ROOF RAFTER. PAINT.

ROOF TRUSS BOTTOM
CHORD.
2X4 FLAT @ 24" O.C.

GABLE TRUSS TOP CHORD
MANUFACTURED WITH NOTCHES @
24" O.C. FOR 2X4 FLAT.

CONCRETE ROOF TILE (NOT

SHOWN) PER ROOF PLAN AND

MANUFACTURER'S
RECOMMENDATIONS.
1" = 1'-0" SCALE
7 ROOF TRUSS
BOTTOM CHORD.

BLOCKING.
5/8" TYPE 'X' GYPSUM
BOARD TYP.

NOTE: SEAL AROUND

ALL OPENINGS WITH AN

APPROVED FIRE

RESISTIVE MATERIAL
TYPICAL. GARAGE
1/2 HOUR SEPARATION @ GARAGE/DWELLING TYPICAL

ANCHOR BOLT PER
FOUNDATION DRAWINGS, .25"
THICK 3" X 3" SQ. PLATE

WASHER AND DOUBLE NUT,
ALL HOT DIP GALV.

NEAT BEAD OF CAULKING

BETWEEN TUB & FLOORING
TO MAKE JOINT WATER-TIGHT.

FIBERGLAS TUB &

SHOWER ENCLOSURE

CURTAIN
ROD

SHOWER SPRAY

UNIT W/ HOSE

INSTALL SOLID BACKING

REINFORCEMENT
FOR FUTURE GRAB BARS.

SET BOTTOM SHELF OF

MEDICINE CABINET
AT 3'-4" A.F.F MAX.

INSTALL SOLID BACKING

REINFORCEMENT
FOR FUTURE GRAB BARS.

CLOSER PANEL

FACE, TOP

AND BOTTOM AS
REQUIRED TYP.

CLOSER PANEL

FACE, TOP

AND BOTTOM AS
REQUIRED TYP.

SCALE" 1/4" = 1' 0 "

KITCHEN ELEVATION
3' 2 "
1'-7"
6 " 6 "
2' 6 "
MIRROR2'4"X3'0"
1' 6 " CL
3' 0 "
3' 4 "
3' 0"
3' 4 "
2' 6 "
3' 2 "
SCALE" 1/4" = 1' 0 "
BATH ELEVATION TYPICAL 5 4
2' 0 "
1' 0 "

TOE SPACE
10' 3 " +/-

DROP-IN
RANGE
1' 9 " 2' 6 "

TOE SPACE
1' 0 " 3' 0 "
2' 6 " 3' 0 " 6 "
1A
9 " 3' 0 "

REFRIGERATOR
1B
2' 8 " 1' 9"

TOE SPACE
2' 0" 1' 3 " 2' 0 "
9'-8" VERIFY
1' 0 " 6 " 2' 0 " 2' 0 " 6 " 3' 0 " 1' 0 "
3'-0 " 1' 6 " 2' 6 "

FLOOR WALLS

MASTER BEDROOM

ROOM NAME
BEDROOM NO.2

REMARKS

PARTIAL ROOM

ENTIRE ROOM
101
110
107
109
MASTER BATHROOM 111
LIVING
BEDROOM NO.3

FAMILY/DINING
ENTRY

CORRIDOR
NO. 1
102
103
104
105
106
108
BATHROOM NO.2

KITCHEN
112
BEDROOM NO.4
CLOSET 113
CLOSET
CLOSET
CLOSET
114
115
116
LINEN NO.1 117
118
GARAGE 119
COVERED PORCH 120

CEILINGS

INTERIOR FINISH SCHEDULE
PAINT
SEMIGLOSSPAINT
GLOSS

INSTALLATION SHALL

BE IN STRICT

ACCORDANCE WITH

MANUFACTURER'S
RECOMMENDATIONS.

PROVIDE MOISTSTOP

FLASHING ALL
AROUND TYPICAL.

CAULK ALL AROUND
TYP.

NOTES:

4. 2. PROVIDE OBSCURE GLASS AT
TOILETS.

1. 3.

LOW E GLASS & U VALUE 0.35 TYPICAL
UNLESS NOTED OTHERWISE.

ALL ROOM WINDOWS SHALL HAVE
"LOUVER-DRAPE" VINYL BLINDS.

ALL WINDOWS ARE HORIZONTAL
SLIDERS UNLESS NOTED OTHERWISE.

WINDOW SCHEDULE
4'-0 1/2" RGH.
4'-0" W.D.

S.S.GLASS
1/4" SPACE
DOUBLE

GLAZING
3'-0" W.D.
3'-0" W.D.
3'-0 1/2 " RGH.
1'-2" W.D.

S.S.GLASS
1/4" SPACE

DOUBLE GLAZING
T1
C1

INTERIOR FINISH SCHEDULE NOTES

2. 3.

4. WOOD BASE SHALL BE PAINT GRADE - DIMENSIONS AND
PROFILE TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECT
PRIOR TO ORDERING OR MILLING.

INTERIOR WALLS AND CEILINGS CALLED OUT TO BE PAINTED

AND WHERE ANY PRIOR PAINTED SURFACE HAS BEEN

DISTRUBED BY WORK DONE AFTER PAINTING, SHALL BE
PAINTED WITH TWO COATS OVER BASE COAT. TRIM SHALL BE
PAINTED WITH TWO COATS OF SEMIGLOSS OVER BASE COAT.

INTERIOR WOODWORK AND TRIM SHALL BE PAINT GRADE WITH
DIMENSIONS AND PROFILES AS APPROVED BY OWNER. SUBMIT
SAMPLE TO ARCHITECT PRIOR TO ORDERING.

1. AREAS SHOWN TO RECEIVE CARPET SHALL INCLUDE: CARPET,

PAD, TACK STRIPS, AND CARPET TRANSITIONS AND ARE TO BE
PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR

SHALL PROVIDE A FLOOR SURFACE THAT FOLLOWS THE
CARPET MANUFACTURER'S RECOMMENDATIONS.

PAINT
GLOSS
PAINT
SEMIGLOSS
1/2"
GYPSUM
BOARD.

MOISTURE

RESISTANT

BOARD AT

TUB/SHOWER

ENCLOSURE
BASE
WOOD
4"
RUBBER
CONC.

SLAB
SMOOTH
FINISH.

CONC. SLAB
MEDIUM
BRUSH
FINISH.

CERAMIC
TILE.

CARPET
AND
PAD.

MOISTURE

RESISTANT

BOARD AT
PLUMBING.

MOISTURE

RESISTANT

BOARD AT

TUB/SHOWER

ENCLOSURE
ROOM WALLS AND CEILINGS: MOISTURE RESISTANT BOARD SHALL BE SHEETROCK MOLD TOUGH GYSUM PANELS. AT TUB/SHOWER WALLS/CEILING:

FIBEROCK AQUA-TOUGH INTERIOR PANEL.

ROOM WALLS AND CEILINGS: MOISTURE RESISTANT BOARD SHALL BE SHEETROCK MOLD TOUGH GYSUM PANELS. AT TUB/SHOWER WALLS/CEILING:

FIBEROCK AQUA-TOUGH INTERIOR PANEL.

ROOM WALL AT SINK: MOISTURE RESISTANT BOARD SHALL BE SHEETROCK MOLD TOUGH GYSUM PANELS.

HEAD JAMB

SIZE DETAILS
SILL
DOOR
NUMBER W X H THK.

TYPE

REMARKS
D02
D03
D04
D05
B
1 3/8"
1 3/4"
1 3/4"
1 3/4" C
2QUANTITY
1 3/8"
1 3/8"
D06
D07
3'-0" X 6'-8"
3'-0" X 6'-8"
D
D
E
2'-8" X 6'-8"
3'-0" X 6'-8"
2'-8" X 6'-8"
2'-0" X 6'-8"
SELF-CLOSING HARDWARE.

UNDERCUT DOOR 1" FOR RETURN AIR.

UNDERCUT DOOR 1" FOR RETURN AIR.
1 1
4 NONCOMBUSTABLE CONSTRUCTION -ORMINIMUM 20-MIN RATED -ORMEET SFM 12-7A-1

EXTERIOR DOORS SHALL MEET ONE OF THE
FOLLOWING:

DOOR SCHEDULE DOOR NOTES
2 1

SAFETY GLASS

SLIDING DOOR
5/8"

TYPE 'X'
GYPSUM
BOARD.
5/8"

TYPE 'X'
GYPSUM
BOARD.
5/8"
GYPSUM
BOARD.

WASHER/DRYER
PANTRY

STORAGE CLOSET
121
122

CORRIDOR
NO. 2
ROOM WALLS AND CEILINGS: MOISTURE RESISTANT BOARD SHALL BE SHEETROCK MOLD TOUGH GYSUM PANELS. AT TUB/SHOWER WALLS/CEILING:

FIBEROCK AQUA-TOUGH INTERIOR PANEL.
1 D01 6'-0" X 6'-8" 1 3/4" A
PAIR. PROVIDE (1) 10" X 18" LOUVER IN EACH DOOR TYP.
13/8" TH. WOOD SLAB

HOLOW CORE
F
4'-0" W.D.
4'-0 1/2" RGH.
4'-0" W.D.

S.S.GLASS
1/4" SPACE

DOUBLE GLAZING
B1
NOTE: EMERGENCY ESCAPE
WINDOW.

WINDOW B1 SHALL PROVIDE A
MINIMUM 20" CLEAR

HORIZONAL OPENING WIDTH,
MINIMUM 24" CLEAR VERTICAL
OPENING HEIGHT AND 5.7 SQ.

FT. OPENABLE AREA
MINIMUM. SILL OPENING
SHALL BE SET @ 44" OR LESS
A.F.F
13/8" TH.

WOOD SLAB
HOLOW
CORE
A B C D TYP. C/L OF PEEPHOLE @ H.C. UNITS 4'-10"6'-8"
13/4" TH.

METAL
PANEL
13/4" TH.

WOOD SLAB
SOLID
CORE
METAL
FRAME
1-HR
DOOR

ASS'M'B'Y
E
1 3/4" TH.

METAL
PANEL

PROVIDE THRESHOLD
1/2" MAX. HEIGHT.6'-8"
TYP.

F
GLIDING DUAL GLAZED PATIO DOOR. SAFETY GLASS.

SAFETY GLASS
8/11/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES 1 2
A-2

SECTION A
FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201

INTERIOR FINISH SCHEDULE DOOR & WINDOW SCHEDULE

INTERIOR ELEVATIONS SECTION A AND DETAILS
3 4
3/8"= 1'-0" SCALE

CITY SUBMITTAL

5.24.24 MODEL 1412
4 BEDROOM

8.11.25 356
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15'-6 1/2"

ELECTRICAL

SERVICE

MAIN PANEL
(2) 18" X 12" SHEET

METAL LOUVERS WITH

BUG SCREEN
COND. UNIT ON
CONC. PAD.

SOLAR PANELS.
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
15'-6 1/2"
(4) 15" X 24" SHEET

METAL LOUVERS WITH

BUG SCREEN
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
15'-6 1/2"
12'-4 1/2"
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
12'-4 1/2"
15'-6 1/2"
1'-6" EAVE

OVERHANG
TYPICAL.

ALL EXTERIOR WALLS TO BE FINISHED
IN STUCCO.
(2) 24" H X 15" W SHEET

METAL LOUVERS WITH BUG
SCREEN. SET ON 1" DEEP,
SMOOTH PLASTER REVEAL.

COLOR TO MATCH WALL TYP.
2'-2" HIGH, 1" REVEAL

SMOOTH PLASTER

DECORATIVE
PLASTER BASE TYPICAL.
1'-10" HIGH, 1"

REVEAL SMOOTH

PLASTER

DECORATIVE

PLASTER BASE
TYPICAL.

DECORATIVE COLORED

SMOOTH PLASTER LINTEL AND
SILL TYP.

SOLAR PANEL.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
(1) 18" H X 12" W SHEET METAL
LOUVERS WITH BUG SCREEN. COLOR
TO MATCH WALL TYP.

DECORATIVE COLORED SMOOTH
PLASTER LINTEL TYP..
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
15'-6 1/2"
7'-10 1/2"
10'-9 1/2"
12'-4"

ALL EXTERIOR WALLS TO BE FINISHED
IN STUCCO.
8'-8" 7'-6"

TOP OF PLATE

HEIGHT OF

PROJECTING
PORCH

DECORATIVE COLORED SMOOTH
PLASTER LINTEL AND SILL TYP..
(2) 24" H X 15" W SHEET

METAL LOUVERS WITH BUG
SCREEN. SET ON 1" DEEP,
SMOOTH PLASTER REVEAL.

COLOR TO MATCH WALL TYP.
1'-10" HIGH, 1"

REVEAL SMOOTH

PLASTER

DECORATIVE

PLASTER BASE
TYPICAL.
1'-6" EAVE

OVERHANG
TYPICAL.
2'-2" HIGH, 1" REVEAL

SMOOTH PLASTER

DECORATIVE
PLASTER BASE TYPICAL.
(1) 18" H X 12" W SHEET METAL
LOUVERS WITH BUG SCREEN. COLOR
TO MATCH WALL TYP.
7'-2"
R = 11'-6"

EQUAL EQUAL
2 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO SILL. EXTEND SILL 3" BEYOND
WINDOW ON EACH SIDE. TYP.

SOLAR PANEL.
5 1/2" HIGH X 2" PROJECTING FROM WALL FURRING
AND STUCCO LINTEL. EXTEND LINTEL 3" BEYOND
WINDOW ON EACH SIDE. TYP.
9/29/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR
45-701 MONROE ST.INDIO, CA 92201
1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE

COACHELLA VALLEY HOUSING COALITION

WEST ELEVATION

NORTH ELEVATION

EAST ELEVATION
1 ELEVATIONS
SOUTH ELEVATION - 4 BEDROOM
2 A-33 4 CITY SUBMITTAL CITY SUBMITTAL 5.24.24 MODEL 1412 4 BEDROOM SOUTH ELEVATION - 4 BEDROOM ALT. 1
WEST ELEVATION - 4 BEDROOM ALT. 1
ADD ALT 1 5.15.25

8.11.25 357
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2020 MG/KG
4900 MG/KG SEVERE

SOIL CONTENT CATEGORY
S2

AGGRESSIVE

FERROUS METALS SEVERELY CORROSIVE

COPPER AGGRESSIVELY CORROSIVE

CONCRETE SEVERELY CORROSIVE

REINFORCING STEEL AGGRESSIVELY CORROSIVE

MATERIAL CLASSIFICATION

CORROSION CONTROL MEASURES

SULFATE

CONCENTRATION

CHLORIDE

CONCENTRATION
ANIONS

ALL PIPES, APPURTENANCES, AND FITTINGS NOT

PROTECTED BY CATHODIC PROTECTION, COAT BARE
METAL SUCH AS VALVES, BOLTS. FLANGE JOINTS,

JOINT HARNESSES, AND FLEXIBLE COUPLINGS WITH
WAX TAPE PER AWWA C217 AFTER ASSEMBLY.

WHERE METALIC PIPELINES PENETRATE CONCRETE

STRUCTURES SUCH AS BUILDING FLOORS, VAULT

WALLS, AND THRUST BLOCKS, USE PLASTIC SLEEVES,

RUBBER SEALS, OR OTHER DIELECTRIC MATERIAL TO

PREVENT PIPE CONTACT WITH THE CONCRETE AND
REINFORCING STEEL.

PREVENT DIFFERENTIAL AERATION CORROSION
CELLS BY PROVIDING AT LEAST 2 INCHES OF PIPE

BEDDING OR CLEAN NON-CORROSIVE BACKFILL

MATERIAL ALL AROUND METALIC PIPING, INCLUDING
THE BOTTOM. DO NOT LAY PIPE DIRECTLY ON
UNDISTURBED SOIL.

GENERAL:

ACI-318 SOIL

CLASSIFICATION

SITE SOIL IS NOT SUITABLE FOR USE AS BACKFILL
DUE TO CORROSION POTENTIAL PER CALTRANS.

ALL PIPE:

STEEL PIPE:

UNDERGROUND STEEL PIPE WITH RUBBER

GASKETED, MECHANICAL, GROOVED END, OR OTHER

NONCONDUCTIVE TYPE JOINTS SHOULD BE BONDED
FOR ELECTRICAL CONTINUITY. ELECTRICAL

CONTINUITY IS NECESSARY FOR CORROSION
MONITORING AND CATHODIC PROTECTION.

INSTALL CORROSION MONITORING TEST STATIONS

TO FACILITATE CORROSION MONITORING AND THE
APPLICATION OF CATHODIC PROTECTION:

A. AT EACH END OF THE PIPELINE.

B. AT EACH END OF ALL CASINGS.

C. OTHER LOCATIONS AS NECESSARY SO THE

INTERVAL BETWEEN TEST STATIONS DOES NOT
EXCEED 1,200. FEET.

TO PREVENT DISSIMILAR METAL CORROSION CELLS

AND TO FACILITATE THE APPLICATION OF CATHODIC

PROTECTION, ELECTRICALLY ISOLATE EACH BURIED
STEEL PIPELINE PER NACE SP0286 FROM:

1. 2.

3. A. DISSIMILAR METALS.

B. DISSIMILARLY COATED PIPING (CEMENT-MORTAR
VS. DIELECTIC).

C. ABOVE GROUND STEEL PIPE.

D. ALL EXISTING PIPING.

4. APPLY A SUITABLE DIELECTRIC COATING INTENDED
FOR UNDERGROUND USE SUCH AS:

5. APPLY CATHODIC PROTECTION TO STEEL PIPING AS
PER NACE SP0169.

1. PROTECT CAST IRON SOIL PIPE WITH EITHER A
DOUBLE WRAP 4-MIL OR SINGLE WRAP 8-MIL
POLYETHYLENE ENCASEMENT PER AWWA C105.

2. IT IS NOT NECESSARY TO BOND THE PIPE JOINTS OR
APPLY CATHODIC PROTECTION.

3. PROVIDE 6 INCHES OF CLEAN SAND BACKFILL ALL
AROUND THE PIPE. USE THE FOLLOWING
PARAMETERS FOR CLEAN SAND BACKFILL:

CAST IRONSOIL PIPE (IF USED IN LIEU OF PVC/ABS):

A. A MINIMUM SATURATED RESISTIVITY OF NO LESS
THAN 3,000 OHM-CM; AND,
B. PH BETWEEN 6.0.AND 8.0.

C. ALL BACKFILL TESTING SHOULD BE PERFORMED
BY A CORROSION ENGINEERING COMPANY.

1. COPPER TUBING:

USE TYPE K OR TYPE L COPPER TUBING AS

REQUIRED BY THE APPLICABLE LOCAL PLUMBING
CODE. TYPE M TUBING SHALL NOT BE USED FOR
BURIED APPLICATIONS.

2. 3.

ELECTRICALLY INSULATE UNDERGROUND COPPER

PIPE FROM DISSIMILAR METALS AND FROM ABOVE

GROUND COPPER PIPE WITH INSULATING DEVICE PER
NACE SP0286.

ELECTRICALLY INSULATE COLD WATER PIPING FROM
HOT WATER PIPING SYSTEMS.

4. PROTECT BURIED COPPER TUBING BY ONE OF THE
FOLLOWING MEASURES.

A. PREVENT SOIL CONTACT. SOIL CONTACT SHALL BE

PREVENTED BY PLACING THE TUBING ABOVE

GROUND OR BY ENCASING THE TUBING USING PVC
PIPE WITH SOLVENT-WELDED JOINTS. EITHER SEAL

THE PVC PIPE AT BOTH ENDS OR TERMINATE BOTH

ENDS ABOVE-GRADE IN A MANNER THAT DOESN'T
ALLOW WATER TO INFILTRATE.

B. INSTALL COPPER PIPE WITH A FACTORY-APPLIED
COATING THAT IS AT LEAST 25 MILS IN THICKNESS.

USE KAMCO'S AQUA SHIELD, MUELLER STEAMLINE'S
PLUMBSHIELD, OR EQUAL. THE COATING MUST BE
CONTINOUS WITH NO CUTS OR DEFECTS.

C. INSULATE THE PIPE BY INSTALLING 12-MIL

POLYETHYLENE PIPE WRAPPING TAPE WITH BUTYL
RUBBER MASTIC OVER A SUITABLE PRIMER. PROTECT

WRAPPED COPPER TUBING BY APPLYING CATHODIC
PROETCTION PER NACE SP0169.

PLASTIC AND VITRIFIED CLAY PIPE:

1. 2.

NO SPECIAL CORROSION CONTROL MEASURES ARE
REQUIRED FOR PLASTIC AND VITRIFIED CLAY PIPING.

PROTECT ALL METALLIC FITTINGS AND VALVES WITH
WAX TAPE PER AWWA C217, OR WITH EPOXY AND

APPROPRIATELY DESIGNED CATHODIC PROTECTION
SYSTEM PER NACE SP0169.

1. CONCRETE STRUCTURES AND PIPE:

2. CHLORIDE CONCENTRATIONS ARE AT LEVELS WHERE

ADDITIONAL PROTECTIVE MEASURES ARE REQUIRED

TO PROTECT STEEL AND IRON EMBEDDED IN
CONCRETE FROM CHLORIDE ATTACK. THIS APPLIES

TO SUCH ITEMS AS REINFORCING STEEL AND

ANCHOR BOLTS, (BUT NOT POST-TENSIONING

STRANDS AND ANCHORS WHICH HAVE SEPERATE
REQUIRMENTS).

EXPOSED SLAB EDGE AND EXTERIOR FOUNDATION

FACES SHALL BE COATED WITH A PERMANENT
WATERPROOFING MEMBRANE.

STEEL REINFORCING SHALL BE SET SO AS TO
PROVIDE A MINIMUM 3" COVER OF DENSELY

CONSOLIDATED CONCRETE (BY USE OF A VIBRATOR)
TO SOIL CLEARANCE TYPICAL.

ALL WALL ANCHOR BOLTS AND ALL HOLD DOWN
ANCHOR BOLTS SHALL BE HOT DIP GALV. TYP.
'STRAP-TYPE' HOLD DOWN ANCHORS ARE NOT
ALLOWED. ONLY SOLID ROUND BAR STEEL, HOT-DIP
GALV. ANCHORS ARE PERMITTED.

NO METALIC WATER PIPES OR CONDUITS SHALL BE
PLACED BEFLOW FOUNDATIONS.

COPPER WATER PIPING (EXCEPT FOR TRAP PRIMERS)
SHALL NOT BE PLACED UNDER FLOOR SLABS. ALL
COPPER PIPING WITHIN 18 INCHES OF THE GROUND

SURFACE SHALL BE SLEEVED WITH PVC PIPING TO
PREVENT CONTACT WITH SOIL. THE TRAP PRIMER

SHALL BE COMPLETELY ENCAPSULATED IN A PVC
SLEEVE.

PRESSURIZED WATERLINES SHALL NOT BE PLACED
UNDER THE FLOOR SLAB.

THE CONCRETE SHALL BE PLACED DIRECTLY ON THE
VAPOR BARRIER. THE VAPOR BARRIER SHALL BE
PLACED DIRECTLY ON A 4" THICK LAYER OF 1/2"

CLEAN AGGREGATE BASE AS REQUIRED TO PEOVIDE
A CAPILLARY BREAK PER ACI 302.2R-06.

PROVIDE 10 MIL POLYETHYLENE VAPOR BARRIER -
SEAL MINIMUM 8" LAP AT VAPOR BARRIER JOINTS
WITH STEGO TAPE OR APPROVED EQUAL. THE VAPOR
BARRIER SHALL BE PROTECTED FROM PUNCTURE.

TURN DOWN VAPOR BARRIER AT FOOTING TO EXTEND

UNDER FOOTING AND BACK UP AT EXTERIOR FACE TO

FINISH GRADE LEVEL PER THE WIRE REINFORCEMENT
INSTITUTE (WRI) RECOMMENDATIONS. THE VAPOR

BARRIER SHALL BE PLACED DIRECTLY UNDER THE
CONCRETE.

PROTECT CONCRETE STRUCTURES AND PIPE FROM

SULFATE ATTACK IN SOIL WITH A SEVERE SULFATE
CONCENTRATION (S2), FROM 0.20 TO 2.0 PERCENT.

USE ASTM C150 TYPE V CEMENT, A MAXIMUM WATER/
CEMENT RATIO OF 0.40, AND A MINIMUM STRENGTH
OF 5000 P.S.I.

A. INSTALL PROTECTIVE CONCRETE USING A

CONCRETE MIX DESIGNED TO PROTECT EMBEDDED

STEEL AND IRON WITH THE INCLUSION OF

CORROSION INHIBITOR ADMIXTURE AND/OR

SUPPLEMENTARY CEMENTIOUS MATERIALS (SUCH AS

FLY ASH AND SILICA FUME) BASED ON THE
FOLLOWING PARAMETERS:

I. CHLORIDE ION CONTENT.

II. SERVICE LIFE OF 40 YEARS MINIMUM.

III. CONCRETE COVER OF 3" CLEAR FOR FOOTINGS
AND 2" CLEAR FOR SLAB.

IV. THE CURRENT BUILDING CODE.

B. INSTALL WATERPROOF CONCRETE.

WATERPROOFING FOR CONCRETE SHALL BE THE
FOLLOWING:

I. A 4" LAYER OF 1/2" CLEAN AGGREGAE GRAVEL
CAPILARY BREAK UNDER THE CONCRETE.

CONCRETE STRUCTURES CONTINUED:
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 GENERAL NOTES
A-4 6.24.24 CITY SUBMITTAL 8.11.25
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OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies
property. They are to be used only withrespect to this Project and are not to be used on any other project. Submission
or distribution to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogationmon law copyright or other reserved GARON J. .J. DARLING
ARCHITECT thereof furnished by Garon J. J. Darling Architect are and shall remain its of Garon J.J. Darling Arcitect comrights.
2259 PASEO DEL MAR
SAN PEDRO, CA. 90732 (310)619-9540
A
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GARON JAMES JOHN DARLING
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ADD FULL HEIGHT 7/16 OSB
WITH 8D @ 6" TO THE ENTIRE
LENGTH OF THIS TRUSS.

TRUSS SHALL ALIGN WITH
EXTERIOR SHEAR WALL.

GABLE END TRUSS SHALL

ALIGN WITH EXTERIOR
COLUMNS.

A-2
6 A-2
6 A-2
2 26 GAGE GALV. METAL

FLASHING AND

COUNTERFLASHING RUNNING

THE FULL LENGTH OF THE

WALL TO ROOF CONNECTION
TYPICAL.
18 S-2
A-2
3 A-2
A-2
2 MANUFACTURED ROOF TRUSS
AT 24" O.C. TYP. DESIGNED BY
OTHERS. DEFERRRED
SUBMITTAL.

A-2
3 6
A-2
3 ENGINEERED WOOD TRUSSES TYPICAL
(DEFERRED SUBMITTAL)
A-2
2 26 GAGE GALV. METAL

FLASHING AND

COUNTERFLASHING RUNNING

THE FULL LENGTH OF THE

WALL TO ROOF CONNECTION
TYPICAL.

ROOF COVERING SHALL BE CLASS A.

APPLY PER THE MANUFACTURER'S RECOMMENDATIONS
AND ALSO, ALL OF THE FOLLOWING, TYPICAL: PROVIDE

TURN DOWN OVER RAKE EDGE 1" MINIMUM. EXTEND 4"
MINIMUM UP A VERTICAL (BLOCKING, NAILER OR WALL).

END LAPS SHALL BE A MINIMUM OF 6" VERTICAL LAP.

DRAG TRUSS DIRECTLY ABOVE

WALL - ALIGN WITH
SHEARWALL.

ALL ROOFING MATERIALS AND METHODS SHALL BE IN

STRICT ACCORDANCE WITH THE MANUFACTURER'S AND

THE ROOF TILE INSTITUTE/WSRCA RECOMMENDATIONS
TYPICAL.

GABLE END TRUSS.

D04
B1 B1
D02
11'-0" 2'-1 1/2" 2'-3"
8'-0" 2'-8" 4" 2'-8" 3"
9 1/2" 9" 4'-0" 1'-6"
6 '-6" 3'-0" 1'-0 1/2" 10'-4 1/2"
22'-6 1/2"
3'-5 1/2" 5'-4" 3'-0"
5'-0"
1'-3"
3'-1 1/2" 2'-11 1/2"
1'-4" 1'-3 1/2"
2" 5'-10" 12'-1 1/2"
1'-1" 4'-9" 3 1/2"
1'-0 1/2"
5'-5"
1'-0 1/2"
3 1/2" 4'-9" 4 1/2"
1'-4 1/2" 1'-1 1/2"
GARAGE
F.O.S.
119
FAU

SHELF & POLE
F.O.S.

F.O.S.
120
F.O.S.

F.O.S.

F.O.S.F.O.S.F.O.S.

F.O.S.

F.O.S.F.O.S.

F.O.S.

CLOSET 115
109
F.O.S.

F.O.S.

SHELF & POLE
F.O.S.

F.O.S.

W/H
108
CLOSET 114
F.O.S.

F.O.S.

BEDROOM
NO. 3

BEDROOM
NO. 2
ENTRY
PORCH

NOTE FOR SCOPE OF WORK FOR ALTERNATE
'A': CHANGE TO COLUMN AND PILASTER SIZE

AND LOCATION, SHIFT WINDOW LOCATION
AND ADDITION OF PORCH.
2 1
2 6' 11'
8'

SLOPE DOWN ALL EXTERIOR

SURFACES OF CONCRETE
1/4" PER FOOT AWAY FROM
EXTERIOR WALL. SIMPSON
S/HDU6.

SIMPSON
S/HDU6.

SIMP
S/H

SIMPSON
S/HDU6.

SIMPSON
S/HDU6.
(2) #4 BAR X 6'-0"
LONG AT 45° @

CENTER OF SLAB FOR
REINFORCING FOR REENTRANT CORNER.

NOTE:

SLOPE FINISHED SURFACE OF
GARAGE SLAB DOWN 1/8"

VERTICAL PER LINEAL FOOT
S-2
16 S-2
16 S-2
13 S-2
17 2 2
HEADER 1 HEADER 1
ALL LOAD BEARING AND ALL EXTERIOR WALLS: STUD AN

TRACK (EXCEPT FOR TOP TRACK) MATERIAL SHALL BE OF
A1003 GRADE 33 TYPE H STEEL FOR MEMBERS WITH A
DESIGNATION THICKNESS OF 33 MIL (20 GAUGE). STUDS
BE 362S162-33 @ 24"O.C. MAX. BOTTOM TRACK SHALL
362T125-33 (20 GAUGE). TOP TRACK MATERIAL SHALL
MIL (18 GAUGE) 362T125-43. ALL LOAD BEARING EXTERI
WALLS SHALL HAVE BRIDGING AT MID-HEIGHT PER 5/S-2.

ABOVE WALL

WITH SHEAR
HEADER 1
S-2
19 S-2
19 TYP.

S-2
4 TYP.

S-2
4 S-2
18 DOUBLE 12" X 1 5/8"
18 GAUGE BOXED HEADER
DOUBLE 12" X 1 5/8"
18 GAUGE BOXED HEADER
6'
S-2
22 11'
600S162-33
@12" STUDS @
PLUMBING WALL. S-2
22 HEADER 1
DRAG TRUSS [V=4.

GABLE END TRUSS [V=180 PLF]
NOTE FOR SCOPE OF WORK FOR ALTERNATE 'A':

CHANGE TO COLUMN AND PILASTER SIZE AND
LOCATION AND ADDITION OF PORCH.

S-2
23 DOUBLE (BOXED) HEADER
CLARKDIETRICH 12" X 1 5/8",18 GAUGE. - SEE

WEBS SHALL BE UNPUNCHED AND WEB
STIFFENERS ARE REQUIRED.
8/10/25
N N
FOR
1/4"= 1'-0" SCALE 1/4"= 1'-0" SCALE

FLOOR PLAN
1 2

ROOF PLAN AND TRUSS LAYOUT

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201 ROOF PLAN & TRUSS LAYOUT 3 4

CITY SUBMITTAL CITY SUBMITTAL

5.24.24 SINGLE FAMILY RESIDENCE - COACHELLA HOMES MODEL 1412 4 BEDROOM
A-5
FIRST FLOOR PLAN - ALT 1
N
N
1/4"= 1'-0" SCALE
1/4"= 1'-0" SCALE
PARTIAL FOUNDATION PLAN - ALT 1
PARTIAL FRAMING PLAN - ALT 1

4.5.25 ALT 1 FIRST SUBMITTAL

8.11.25 359
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING
S
T
I C L
A
I
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T R
F F A
E
AR CHI
T
E
E D
SN
E
C
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T
RENEWAL DATE JULY 31 2027
2 1
2 3 3
1 1
1 1
2 2
1 12'
5'

8.0'
6' 11'
2'-3" 2'-3"
5'-6"
8' 12'
8'

SLOPE DOWN ALL EXTERIOR

SURFACES OF CONCRETE
1/4" PER FOOT AWAY FROM
EXTERIOR WALL.

SIMPSON
S/HDU6.

PAD FOOTING CENTERED ON
SHEARWALL- 42" WIDE X 72"
LONG X16" DEEP W/ #5 BARS @
10" O.C. TOP & BOTTOM AND
EACH WAY.

SIMPSON
S/HDU6.

1. SIMPSON S/HDU6 AS CALLED OUT. INSTALL PER

MANUFACTURERS RECOMMENDATIONS INTO MONOLITHIC

POUR ONLY (NO HORIZONTAL COLD JOINT IS ALLOWED
WITHIN THE EMBEDMENT DEPTH). SECURE PLACEMENT WITH
SIMPSON SM1 OR SIMPSON ANCHORMATE PRIOR TO POUR
TYPICAL.

2. VERIFY LOCATIONS OF ALL HOLDDOWNS AND ALL

ANCHOR BOLTS FOR HOLDOWNS WITH SHEAR WALL PLAN
AND DIMENSIONS ON FLOOR PLAN TYPICAL.

3. FOOTING SHALL BE DEEPENED AT SHEAR WALL
HOLD DOWN ANCHOR BOLT AS REQUIRED.

4. STRAP-TYPE HOLDDOWN NOT ALLOWED.

HOLDDOWN SPECIFICATION
AND LOCATION NOTES:

PAD FOOTING CENTERED ON
SHEARWALL- 42" WIDE X 72"
LONG X16" DEEP W/ #5
BARS @ 10" O.C. TOP &
BOTTOM AND EACH WAY.
(2) #4 BAR X 6'-0"
LONG AT 45° @

CENTER OF SLAB FOR
REINFORCING FOR REENTRANT CORNER.

NOTE:

SLOPE FINISHED SURFACE OF
GARAGE SLAB DOWN 1/8"

VERTICAL PER LINEAL FOOT

HORIZONTAL AWAY FROM

LIVING AREA TOWARDS
GARAGE DOOR.
(2) #4 BAR X 6'-0"
LONG AT 45° @

CENTER OF SLAB FOR
REINFORCING FOR REENTRANT CORNER.

TYP.

S-2
13 TYP.

S-2
13 S-2
15 S-2
15 S-2
16 S-2
16 SIMPSON
S/HDU6.

SIMPSON
S/HDU6.

S-2
17 8'

SIMPSON
S/HDU6.

S-2
13 S-2
13 1
2 3
1 TYPE

METAL STUD AND WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE

FASTENER

IN THE FIELD

FASTENER

AT PANEL
EDGES
PANEL

MATERIAL

STUD AND
TRACK
MATERIAL***

NOMINAL
SHEAR*

FRAMING ANCHOR
@ TOP ANCHOR BOLTS

SEISMIC

ALLOWABLE
SHEAR**
7/16" OSB ONE SIDE
7/16" OSB ONE SIDE
7/16" OSB ONE SIDE
33 MILS
33 MILS
43 MILS
#8 X 1"
@ 6" O.C.
#8 X 1"
@ 4" O.C.
#8 X 1"
@ 2" O.C.
#8 X 1"
@ 12" O.C.
#8 X 1"
@ 12" O.C.
#8 X 1"
@ 12" O.C.
5/8" DIA. @ 36" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
5/8" DIA. @ 32" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
5/8" DIA. @ 12" O.C. MAX. & 12"
MAX. FROM END HOLDDOWNS
L50 @ 20" O.C.

L50 @ 14" O.C.

L50 @ 9" O.C.
700 PLF
915 PLF
2060 PLF
280 PLF
366 PLF
824 PLF
350 PLF
(ASD) WIND

ALLOWABLE
SHEAR****
457 PLF
1030 PLF

SHEAR WALL TYPE

SHEAR WALL LENGTH
LEGEND
8'
*** TOP TRACK
SHALL BE 43 MILS
(18 GAUGE).

NOTES:

1. ALL WOOD PANEL SHEAR WALLS SHALL BE IN ACCORDANCE WITH AISI S213.

2. WALL STUDS SHALL BE IN ACCORDANCE WITH AISI S200, AISI S211 OR ANSI S100.

3. SHEAR VALUES FOR STEL SHEETS OR COLD-FORMED STEEL FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS SHALL CONFORM WITH THE REQUIREMENTS IN AISI-LATERAL C2.2.1 AND C2.2, RESPECTIVELY.

4. ALLOWABLE VALUES SHALL BE IN ACCORDANCE WITH TABLE C2.1-3, TAKING IN TO ACCOUNT THE CORRESPONDING REDUCTIONS PER C2.1 (ANSI-LATERAL).

5. SCREW EDGE DISTANCE SHALL BE 1/2" TYPICAL.
* PRIOR TO

REDUCTION FACTOR
** AFTER OMEGA 2.5

REDUCTION FACTOR

6. ALL SHEAR WALL SILL PLATE BOLTS SHALL HAVE 8" MINIMUM EMBEDMENT IN FOOTING UNLESS NOTED OTHERWISE.

7. SHEAR PANELS LESS THAN 6' LONG SHALL HAVE A MINIMUM OF 3 ANCHOR BOLTS IN ADDITION TO HOLDDOWNS.

8. STUD AND TRACK MATERIAL SHALL BE OF ASTM A1003 GRADE 33 TYPE H STEEL FOR MEMBERS WITH A DESIGNATION THICKNESS OF 33 AND 43 MIL.

9. #8 FASTENERS = SIMPSON 'X METAL SCREWS' #8 X 1" LONG (ICC ESR-3006). **** AFTER OMEGA 2.0

REDUCTION FACTOR
2 1
1 2
3 3
2 2
1 1
1 1
DOUBLE 12" X 1 5/8 16 GAGE HEADER
S-2
21 SIM.

HEADER 1
HEADER 1
1 S-2
3 S-2
4 OR

HEADER SCHEDULE
TYP.

S-2
20 HEADER 1
HEADER 1 HEADER 1

13.5'
HEADER 1
HEADER 1
S-2 TYP.
21 12'
TYP.

S-2
20 PROVIDE TRIPPLE STUD AT

EACH SIMPSON

HOLDDOWN PER

MANUFACTURER'S
RECOMMENDATIONS TYP.

AT ALL CORNER WALL
INSTALLATIONS.

PROVIDE DOUBLE STUD AT

EACH SIMPSON

HOLDDOWN PER

MANUFACTURER'S
RECOMMENDATIONS TYP.

AT ALL MID WALL
INSTALLATIONS.

HEADER 1
HEADER 1
ALL LOAD BEARING AND ALL EXTERIOR WALLS: STUD AND ALL

TRACK (EXCEPT FOR TOP TRACK) MATERIAL SHALL BE OF ASTM
A1003 GRADE 33 TYPE H STEEL FOR MEMBERS WITH A
DESIGNATION THICKNESS OF 33 MIL (20 GAUGE). STUDS SHALL BE 362S162-33 @ 24"O.C. MAX. BOTTOM TRACK SHALL BE
362T125-33 (20 GAUGE). TOP TRACK MATERIAL SHALL BE 43
MIL (18 GAUGE) 362T125-43. ALL LOAD BEARING EXTERIOR
WALLS SHALL HAVE BRIDGING AT MID-HEIGHT PER 5/S-2.

DRAG TRUSS DIRECTLY

ABOVE WALL - ALIGN
WITH SHEARWALL.

S-2

ALL ROOF TRUSSES SHALL BEAR DIRECTLY
ON A STUD. CENTERLINE OF TRUSS TO

CENTERLINE OF THE BEARING STUD UNDER
SHALL NOT EXCEED 1/2" MEASURED
HORIZONTALLY.
8'
TYP.

S-2
8 600S162-33
@12" STUDS @
PLUMBING WALL.

S-2
9 PROVIDE BACKING FOR
CABINETS TYP.

SECURE DRAG TRUSS TO SHEARWALL WITH
SIMPSON LTP5 @ 12" O.C. WITH (7) #10 TO

SHEAR WALL SHEATHING AND TOP TRACK AND
(7) 8D X 1 1/2" COMMON NAILS TO BOTTOM
CHORD OF TRUSS.(TRACK SHALL BE 18
GAUGE).

PROVIDE BACKING IN

WALL FOR WALL

MOUNTED FIXTURES
TYP.
10 TYP.

S-2

PROVIDE

BACKING IN

WALL FOR

DOOR KNOB

PROTECTION
TYP.

TYP.

S-2
10 PROVIDE 1/2" VERTICAL GAP AND
SIMPSON STC WITH (2) #8 AT
BASE TO TOP TRACK AND (1) #8
AT SLOT TO TRUSS @ ALL

INTERIOR NON-BEARING WALLS
TYP.

PROVIDE SOLID BLOCKING AT ALL

DOOR SWING (DOOR KNOB) TO
WALL LOCATIONS TYP.

INTERIOR NON-LOAD BEARING
WALLS: STUD AND TRACK
MATERIAL SHALL BE 25 GAUGE

TYPICAL UNLESS NOTED
OTHERWISE.
600S162-33
@12" STUDS @
PLUMBING WALL.
362S162-33
@12" STUDS @
PLUMBING WALL.

TYP.

S-2
1 HEADER 1
S-2
19 S-2
19 8'
TYP. @
ALL

EXTERIOR
WALLS
1 A-212'
S-2
7 TYP. @
ALL

EXTERIOR
WALLS
S-2
8 TYP. @
ALL

EXTERIOR
WALLS

PROVIDE DOUBLE STUD AT

EACH SIMPSON

HOLDDOWN PER

MANUFACTURER'S
RECOMMENDATIONS TYP.

AT ALL MID WALL
INSTALLATIONS.
5'

8.0' 5.5'

SECURE DRAG TRUSS TO

SHEARWALL WITH SIMPSON
LTP5 @ 12" O.C. WITH (7)
#10 TO SHEAR WALL

SHEATHING AND TOP TRACK
AND (7) 8D X 1 1/2"

COMMON NAILS TO BOTTOM
CHORD OF TRUSS.(TRACK
SHALL BE 18 GAUGE).

DRAG TRUSS DIRECTLY

ABOVE WALL - ALIGN
WITH SHEARWALL.

TYP.

S-2
4 TYP.

S-2
4 S-2
18 S-2
23 DOUBLE 12" X 1 5/8"
18 GAUGE BOXED HEADER
DOUBLE 12" X 1 5/8"
18 GAUGE BOXED HEADER

DOUBLE (BOXED) HEADER
CLARKDIETRICH 12" X 1 5/8",18 GAUGE. - SEE

WEBS SHALL BE UNPUNCHED AND WEB
STIFFENERS ARE REQUIRED.
6'

SECURE DRAG TRUSS TO WALL WITH
SIMPSON LTP5 @ 48" O.C. WITH (7) #10
TO TOP TRACK AND (7) 8D X 1 1/2"

COMMON NAILS TO BOTTOM CHORD OF
TRUSS.(TRACK SHALL BE 18 GAUGE).

S-2
22 S-2
22 11' S-2
19 600S162-33
@12" STUDS @
PLUMBING WALL. S-2
22 2'-3" 2'-3"
TYP.

S-2
7 TYP.

S-2
5 TYP.

S-2
1 TYP.

S-2
9 HEADER 1
DOUBLE (BOXED) 12" X 1 5/8"
16 GAUGE HEADER W/ UNPUNCHED WEBS - SEE
WEB STIFFENERS ARE REQUIRED.

INTERIOR WALLS THAT ARE NOT IDENTIFIED AS
SHEAR WALLS: ALL STUD AND ALL TRACK
MATERIAL SHALL BE OF ASTM A1003 GRADE 33

TYPE H STEEL FOR MEMBERS WITH A DESIGNATION
THICKNESS OF 18 MIL (25 GAUGE). STUDS SHALL
BE 3 5/8" X 1 1/4" [350S125-18] @ 16"O.C.

ALL EXTERIOR WALLS AND ALL SHEAR WALLS:

ALL STUD AND ALL TRACK (EXCEPT FOR TOP
TRACK) MATERIAL SHALL BE OF ASTM A1003
GRADE 33 TYPE H STEEL FOR MEMBERS WITH A
DESIGNATION THICKNESS OF 33 MIL (20 GAUGE).

SHALL BE PROVIDED WITH TEMPORARY BRACING

TO REMAIN UNTILL AT A MINIMUM ALL WALL

SHEATHINGS (GYPSUM BOARD AND OSB WOOD

PANELS) ARE SECURELY INSTALLED INCLUDING
ALL REQUIRED FASTENERS. ALL WALLS SHALL BE
SHEATHED ON BOTH SIDES TYP.

WALL FRAMING NOTES
18 DRAG TRUSS [V=4.3K]
GABLE END TRUSS [V=180 PLF]
8'
GABLE END TRUSS [V=180 PLF]
TYP.

GABLE END TRUSS [V=180 PLF]
GABLE END TRUSS [V=180 PLF]
Ss=
S1=
Fa=
Fv=
Ie=
R=
Cd=

1.0 1

6.5 3
Sds
Sd1

DESIGN CATEGORY

SITE CLASS
Vs=
Cs=
OMEGA=
D
CsW

STRUCTURAL DESIGN CRITERIA

1. ROOF LIVE LOAD = 20 PSF
FLOOR LIVE LOAD = 40 PSF

3. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE
UTILIZING THE FOLLOWING:

A. PROCEDURE - EQUILIVANT LATERAL FORCE ANALYSIS (Rho = 1.0) B. SYSTEM - LIGHT-FRAMED WOOD SHEAR WALLS WITH RATED SHEATHING.

DESIGN LOADS

1.878g

0.783g

1.7 1.252g

0.887g
E

0.193W

2.5 2. WIND ANALYSIS PER CHAPTER 16 OF THE CODE.

RISK CATEGORY = II
BASIC WIND SPEED, V = 97 MPH
EXPOSURE = C
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
S-1 N 1/4"= 1'-0" SCALE FOUNDATION PLAN
WALL FRAMING AND SHEAR WALL PLAN - 4 BEDROOM UNIT
3 4

WALL FRAMING

AND SHEAR WALL PLAN

SCHEDULE, LEGEND & NOTES

CITY SUBMITTAL

5.24.24 MODEL 1412 8.11.25
360
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GYPSUM BOARD

TRUSS/SHEARWALL

CONNECTION DETAIL TYPICAL

GYPSUM BOARD
TRUSS

BOTTOM CHORD

FRAMING ANCHOR

PER SHEAR WALL

SCHEDULE

TRUSS TOP CHORD

TRUSS BOTTOM CHORD

TRUSS/SHEARWALL DRAG

CONNECTION DETAIL TYPICAL
2X NAILER

ROOF SHEATHING

PER ROOF PLAN
INFILL 2X
STUDS @ 16"
O.C. @

EXTERIOR
TYPICAL.

TRUSS TOP
CHORD
2X BLOCKING
W/ 16D @ 8"
O.C. TO NAILER

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

ROOF SHEATHING

PER ROOF PLAN
TRUSS

BOTTOM CHORD

GABLE END TRUSS STEP TYPICAL
STUDS

ALIGN STUD

DIRECTLY UNDER

TRUSS TYPICAL

EDGE FASTENERS

PER SHEAR WALL

SCHEDULE

SHEAR WALL PER

SCHEDULE

TOP TRACK
2X4 BLOCKING
@ 4'-0" O.C.
18 GAGE TOP
TRACK
13 14
15 16
17 18
19 20
21 22

TOP TRACK

DOUBLE STUDS
@SHEAR WALL
END TYP.

SIMPSON MSTA24

HORIZONTAL
WITH (9) - 8D X 1
1/2" TO TRUSS
AND (9) - #10 TO
TRACK TYP.

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

TRUSS TOP CHORD

SIMPSON
A35 @16"
O.C.
2X FLAT @48" O.C.

WITH (2) 16D END

NAILS EACH END
STUDS
18 GAGE TOP
TRACK
2X FLAT SOLID

BLOCKING
TRUSS
23 SIMPSON LTP5 @
12" O.C. WITH (7) -
8D X 1 1/2" TO
TRUSS AND (7) -
#10 TO

SHEATHING AND
TRACK TYP.

BOTTOM CHORD

OF TRUSS

GABLE END TRUSS

BOTTOM CHORD ABOVE
18 GAUGE KING
STUD TYP.
18 GAUGE CRIPPLE
STUD TYP.

SIMPSON A35 - 18 GAUGE

TOP TRACK TO BOTTOM CHORD
OF GABLE END TRUSS.

WRAP COLUMN
WITH 1/2" OSB
TYP.

METAL STUD EACH
CORNER TYP.

METAL STUD FRAMING

PER FRAMING PLAN
U.N.O.

PLAN VIEW
BOX COLUMN @ GABLE END TRUSS

CONNECTION DETAIL TYPICAL

TOP TRACK

DOUBLE STUDS
@SHEAR WALL
END TYP.

TRUSS BOTTOM
CHORD
SIMPSON HTS 24

HORIZONTAL WITH
(12) - 8D X 1 1/2" TO
TRUSS AND (12) -
#10 TO TRACK TYP.

METAL STUD SHEAR

WALL FRAMING PER

FRAMING PLAN

TRUSS/SHEARWALL DRAG CONNECTION

DETAIL TYPICAL - ALTERNATE B
AT SHEAR WALL, ADD (2)
SIMPSON A35(S) WITH (6) 8D X 1
1/2" TO BOTTOM CHORD AND (6)
#10 TO TOP TRACK AT TRUSS/TOP

TRACK CONNECTION ON OPPOSITE
SIDE OF LTP4(S) REQUIRED BY
SHEAR WALL SCHEDULE.

STAGGER A35(S) WITH THE
LTP4(S) TYP.

NOTE: SIMPSON
LTP4(S) REQ'D BY
SHEAR WALL SCHED.

BEHIND NOT SHOWN
8" MIN.
3" CLR.

CONT.

CAULKING
LAP 30
BAR DIAM.

AT SPLICE
U.N.O. 9"
18"

EXTERIOR FOOTING

EXTERIOR FOOTING
INTERIOR FOOTING 12"
& BOTTOM
8" MIN.
3" CLR.

TYPICAL NOTES

SEE FOR
2-#4 top
& bottom
8" MIN.
3" CLR.

TYPICAL NOTES

SEE FOR
12" U.N.O.
2-#4 T & B
2-#4 TOP
12"
12" U.N.O.
3" CLR.

TYP..
3 1/2"

FLOORING
5/8" DIA. x 8" EMBEDMENT MIN. A.B. @ 6'-0" O.C. MIN. & 12" FROM ENDS AT ALLWALLS UNLESS NOTED OTHERWISE.

AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE FOR ANCHOR
BOLT & SPACING.
26 GA. GALV. METAL

DRIP SCREED

EXTERIOR PLASTER
#4 @ 36" O.C.

PRE-DRILL WOOD FORMS FOR HORIZ STEEL

WHERE SLAB OCCURS ON BOTH SIDES, ALTERNATE
BEND DIRECTION @ 36" O.C. TYP.

LOWEST
FINAL ADJ.

GRADE
STUDS

AT SHEAR WALL

EDGE FASTENER

PER SHEAR WALL

SCHEDULE

BEAD UNDER
BOTTOM
TRACK
GYP. BD. PROVIDE 1/4" VERT. GAP
@ CONCRETE TYP.
8"
8"

SIMPSON SB
5/8 X 24
WITH 18"

EMBEDMENT
MIN. AT
HDU6
12"
12"
3" CLR.

TYPICAL NOTES

SEE FOR
12"

ALTERNATIVE MONOLITHIC POUR
EXTERIOR FOOTING AT 1 STORY TYPICAL. 8" MIN. 15"
13 13
13 2-#4

TOP & BOTTOM
& BOTTOM
2-#4 TOP
12"
12"
3" CLR.

TYPICAL NOTES
SEE FOR 13
INTERIOR FOOTING DEEPENED @ SHEAR

WALL HOLD DOWN ANCHOR BOLT
A
O
N

GARON JAMES JOHN DARLING
S
T
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F F A
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A R CHI
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SN
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C - 23697
12 INFILL 2X STUDS @
16" O.C. @ EXTERIOR
TYPICAL.

SHEAR PANEL

PER PLAN

EDGE FASTENER

PER SHEAR WALL

SCHEDULE

GABLE END TRUSS

BOTTOM CHORD
ROOF

SHEATHING

EDGE NAILING

PER SHEAR WALL

SCHEDULE
2X SOLID

BLOCKING

BOUNDRY NAILING

PER SHEAR WALL

SCHEDULE

ROOF SHEATHING

SHEAR WALL

PER PLAN

SECURE EACH TRUSS

TO TOP PLATES WITH
SIMPSON H2.5 TYP.
4" ACTUAL THICK SLAB TYPICAL WITH #3 BAR @
18" O.C. EACH WAY SUPPORTED ON CONCRETE
CHAIRS TO ENSURE 2" CLEAR FROM BOTTOM OF
REBAR TO BOTTOM OF CONCRETE. PLACE

CONCRETE DIRECTLY OVER WATERPROOF
MEMBRANE WITH 4" MIN. LAPS SEALED OVER A
4" THICK LAYER OF COMPACTED 1/2" CLEAN
GRAVEL BASE.

RENEWAL DATE JULY 31 2027
Bottom Track Anchorage Low Velocity Fastener
NTS
NTS
1 2

ADDITIONAL

ANCHORAGE
@ JAMB

HEADER TRACK

INFILL STUD
JAMB

CRIPPLE STUD
#8 FRAMING SCREWS

AT ALL LOCATIONS
REQ'D
NTS

TYPICAL BASE

ANCHORAGE
STUD

BASE TRACK

INFILL STUD
3 4
NTS
Door Non-Load Bearing Single Track Header Single Jamb 5 NTS

CRIPPLE STUD INFILL STUD

HEADER TRACKS

CRIPPLE STUD
STUD

BASE TRACK
Wall Framing at Corner Track Lap Connection
NTS
6 FINISH

SURFACE
STUD
TRACK

CLIP TRACK FLANGE

AT LAP JOINT
Bridging Cold-Rolled Channel With Clip Angle 7
NTS
Door Load Bearing Boxed Header Boxed Jamb
JAMB

CRIPPLE STUD

INFILL STUD

HEADER TRACKS

OPTIONAL ATTACHMENT

IN PLACE OF ANGLE
AND
CRIPPLE STUD:

COPED FLANGE WEB

ATTACHMENT, EITHER

BY SCREWS AS PER
DESIGN

OR WELD TO JAMB
TRACK
SCREW

ATTACHMENT

SOLID BLOCKING
NTS
TRUSS TO BEARING WALL CONNECTION TYP. 8

SECURE BOXED HEADER
TO TRACK WITH (2) #10 HH @
8" O.C.
(1) # 10 HH TYP.

EACH FLANGE
HEADER

MEMBERS
TRUSS
BOTTOM
CHORD
NOTE: TRUSS TOP CHORD NOT SHOWN FOR CLARITY.

SIMPSON A35 AT EACH END

OF BLOCKING TO TRUSS
TYP.

Window Load Bearing Boxed Header Boxed Jamb

SECURE BOXED HEADER
TO TRACK WITH (2) #10 HH @
8" O.C.

HEADER

MEMBERS

PRE-INSULATE

EACH PIECE OF
DOUBLE

HEADER AND

JAMB CAVITY
WITH 1 1/2"
RIDGID

INSULATION
DURING
FABRICATION.

ADDITIONAL

ANCHORAGE
@ JAMB

BASE TRACK
(1) # 10 HH TYP.

EACH FLANGE
(4) #10 HH SCREW

ATTACHMENT
STUD

NOTCHED TRACK
CLIP FLANGES AT EA. STUD
Backing Clipped Track Heavily Loaded
NTS
9 (2) #10 HH PER STUD SCREW

ATTACHMENT
Backing Flat Strap Lightly Loaded
NTS
10 Bottom Track Anchorage Wedge Anchor

TAUT FLAT STRAP
FINISH

SURFACE

FRAMED WALL, SEE

PLAN FOR SIZE &

SPACING
(1) #10 HH SCREW

ATTACHMENT
PER STUD TYP.

NTS
DRAG BLOCKING AND STRAPS 11
NOTE: TRUSS TOP CHORD NOT SHOWN FOR CLARITY.

SIMPSON A35 AT

EACH END OF

BLOCKING TO
TRUSS TYP.

CLIP ANGLE WITH
(3) #10 HH PER LEG
SILL

PRE-INSULATE EACH

PIECE OF DOUBLE

HEADER AND JAMB
CAVITY WITH 1 1/2"

RIDGID INSULATION
DURING
FABRICATION.

DOUBLE BOXED JAMB

ADDITIONAL

ANCHORAGE
@ JAMB

CLIP ANGLE
WITH (3) #10 HH

PER LEG
SIMPSON H1 WITH
(6) 8D X 1 1/2"

COMMON NAILS TO
TRUSS AND (3) - #10

HH TO TRACK AND
(1) - #10HH TO STUD
TYP.

SINGLE STUD (OR DOUBLE OR TRIPPLE STUD IF NOTED
ON FRAMING PLAN) - ALIGNED WITH TRUSS ABOVE.

SIMPSON
MSTA12 BLOCK
TO BLOCK TYP.

TRUSS
BOTTOM
CHORD
TYP.
4X4 D.F. #1 OR BETTER SOLID BLOCKING TYP.

SIMPSON ST6236 WITH
MIN. (6) 16D NAILS UP
INTO 4X4 BLOCK ABOVE.

SIMPSON ST6236 WITH
(20) #10 HH INTO 18
GUAGE TRACK BELOW.
18 GAUGE
TRACK

CLEARANCE TO SLAB

EDGE PER ANCHOR

MANUFACTURER

MINIMUM TYPICAL

CLEARANCE TO SLAB

EDGE PER FASTENER

MANUFACTURER
FASTENER SHALL BE 0.157 DIA. SIMPSON
'PDPA' W/ 1 1/4" EMBED @ 24" O.C. (ICC ESR2138).
1/4" DIA. SIMPSON TITEN HD WITH 2" EMBED
@ 4'-0" O.C. MAX SPACING. ESR 2713.

INSTALL ANCHOR IN STRICT ACCORDANCE

WITH THE MANUFACTURER'S
RECOMMENDATIONS.

INSTALL POWER ACTUATED FASTER IN

STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
d

COLD-ROLLED

CHANNEL

CLIP ANGLE
SCREWATTACHMENT*
(2) CLIP ANGLE TO STUD
AND
(2) CLIP ANGLE TO
BRIDGING TYP.
43 mil MIN.

THICKNESS*
* EITHER #10 HH SCREW

OR WELD

ATTACHMENT REQUIRED
ALL EXTERIOR WALLS SHALL HAVE BRIDGING AT MID-HEIGHT PER THIS DETAIL -ORALL EXTERIOR WALLS SHALL BE PROVIDED WITH TEMPORARY BRACING TO REMAIN

UNTILL AT A MINIMUM, ALL WALL SHEATHINGS (GYPSUM BOARD AND OSB WOOD PANELS) ARE SECURELY INSTALLED INCLUDING ALL REQUIRED FASTENERS. ALL WALLS SHALL BE SHEATHED ON BOTH SIDES TYP.

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 4 BEDROOM DETAILS
S-26.24.24 CITY SUBMITTAL 8.11.25
361
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING
S
T
I C L
A
I
O
T R
F F A
E
AR CHI
T
E
E D
SN
E
C
I
L
C
T
RENEWAL DATE JULY 31 2027

GENERAL NOTES

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY

INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.

OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS

OF THE APPROVED STRUCTURAL DRAWINGS AND/OR

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO PROCEEDING WITH ANY WORK
INVOLVED.

DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON
DRAWINGS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

THE APPROVED SET OF PLANS, INCLUDING ALL APPROVED

REVISIONS AND ADDENDA, SHALL BE ON THE JOB SITE AT ALL
TIMES.

PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER

STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT,
VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL
EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED.

CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND

EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR

BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,
STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/

OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.

THE DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. THE DRAWINGS AND SPECIFICATIONS
DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE AND ANY ON-SITE PERSONS DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE

LIMITED TO, BRACING, SHORING, SAFE PLACEMENT OF

CONSTRUCTION EQUIPMENT, BARRICADES, SAFE PLACEMENT
OF CONSTRUCTION MATERIAL, ETC. OBSERVATION VISITS TO

THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER

SHALL NOT INCLUDE INSPECTION OR OBSERVATION SERVICES
OF THE ABOVE OR SIMILAR TYPE ITEMS.

GROUT OR DRYPACK:

BETWEEN TWO SURFACES REQUIRING DRYPACK SHALL BE

PACKED WITH THE DRYPACK MATERIAL BY TAMPING OR

RAMMING WITH A BAR OR ROD, UNTIL THE VOID IS
COMPLETELY FILLED. MINIMUM 28 DAY STRENGTH SHALL BE
5000 psi.

IN LIEU OF DRYPACK, NON-SHRINK GROUT SHALL BE A READYTO-USE NON-METALLIC AGGREGATE PRODUCT REQUIRING

ONLY THE ADDITION OF WATER AT THE JOB SITE, AND SHOULD

BE CAPABLE OF PRODUCING A FLOWABLE GROUTING

MATERIAL HAVING NO DRYING SHRINKAGE OR SETTLEMENT AT
ANY AGE. THE COMPRESSIVE STRENGTH OF THE GROUT
SHALL BE NOT LESS THAN 5000 psi AT SEVEN (7) DAYS, AND
7500 psi AT 28 DAYS.

LUMBER:

ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH
(W.C.D.F.) PER WEST COAST LUMBER INSPECTION BUREAU.

EXCEPTIONS TO THE ABOVE SHALL BE NOTED ON PLANS. ALL
LUMBER SHALL BE GRADE MARKED. MAXIMUM MOISTURE

CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED
19 PERCENT.

PROTECT FROM MOISTURE AT ALL TIMES. STUCCO AND/OR

STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL SHALL
BE WATERPROOFED WITH A MINIMUM OF (2) 15#
UNDERLAYMENTS.

ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE
WASHERS. HOLES IN WOOD FOR BOLTS SHALL BE DRILLED 1/32” TO 1/16” LARGER THAN NOMINAL BOLT SIZE. ALL BOLTS, SILL

ANCHOR NUTS AND HOLDOWN ANCHOR NUTS SHALL BE
RETIGHTENED PRIOR TO CLOSING IN. INSPECTOR TO VERIFY.

MACHINE BOLTS SHALL CONFORM TO A.S.T.M A-307

PLYWOOD SHEETS SHALL BE LAID WITH THE LONG DIMENSION

DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD-BEARING

STUDS WITHOUT PRIOR APPROVAL OF ENGINEER, UNLESS
SPECIFIED ON PLANS OR DETAILS. HOLES THROUGH SILL,

PLATES, STUDS AND DOUBLE PLATES IN INTERIOR, BEARING
AND SHEAR WALLS SHALL NOT EXCEED 1/3 THE PLATE WIDTH.

USE BORED HOLES LOCATED ON THE CENTER LINE OF THE
STUD OR PLATE.

ALL HANGERS, CONNECTORS AND STANDARD FRAMING

HARDWARE UNLESS OTHERWISE NOTED ON DRAWINGS SHALL
BE AS MANUFACTURED BY THE SIMPSON ‘STRONG-TIE’

COMPANY AND IDENTIFIED BY NUMBERS AS SHOWN IN THEIR
LATEST CATALOG. SUBSTITUTIONS SHALL NOT BE USED
UNLESS APPROVED BY THE ENGINEER. ALL MANUFACTURED

HARDWARE SHALL COMPLY WITH A SPECIFIC ICC / IAPMO AND/
OR LARR RESEARCH REPORT.

STRUCTURAL STEEL:

ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL
CONFORM TO A.S.T.M. SPECIFICATIOIN A-36 AND SHALL BE

DETAILED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN,

FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS. FABRICATION SHALL BE DONE IN THE SHOP
OF A LICENSED FABRICATOR. SUBMIT SHOP DRAWINGS
FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION.

DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS
NOTED.

COLD FORMED STEEL MEMBERS SHALL CONFORM TO
A.S.T.M A-446 GRADE A, U.N.O. ON PLANS.

WELDING IS TO COMPLY WITH A.W.S. SPECIFICATION D-1.1

AND IS TO BE DONE BY CERTIFIED WELDERS AS

REQUIRED BY THE DEPARTMENT OF BUILDING AND
SAFETY. ALL WELDING IS TO BE DONE BY ELECTRIC ARC

PROCESS AND SHALL BE PERFORMED WITH APPROVED
LOW-HYDROGEN ELECTRODES (TYPE E-70). SHOP WELDS
ARE DESIGNED AT FULL STRESS.

FIELD WELDS ARE DESIGNED AT HALF STRESS. DEPUTY

INSPECTION NOT REQUIRED FOR FIELD WELDS UNLESS
OTHERWISE NOTED. PROVIDE CERTIFICATION AND

INSPECTION AS REQUIRED BY THE BUILDING
DEPARTMENT.

STRUCTURAL STEEL SHALL HAVE, AS A MINIMUM, A SHOP
COAT OF RED-OXIDE PRIMER; OTHER COATINGS MAY BE

SPECIFIED ON ARCHITECTURAL OR STRUCTURAL
DRAWINGS FOR SPECIFIC STRUCTURAL ELEMENTS. FIELD

CONNECTIONS AND ABRASIONS SHALL BE CLEANED AND

TOUCHED UP WITH THE SAME TYPE OF PAINT AS THE
SHOP COAT.

MANUFACTURED ROOF FRAMING:

FABRICATOR SHALL SUBMIT CERTIFICATE OF INSPECTION

TO BUILDING DEPARTMENT AND ENGINEER, PRIOR TO
INSTALLATION. FABRICATOR SHALL BE LICENSED AS
REQUIRED BY BUILDING DEPARTMENT.

FABRICATOR SHALL SUBMIT SHOP DRAWINGS, ERECTION

PLANS AND DESIGN CALCULATIONS (SEALED BY AN

ENGINEER REGISTERED IN THE STATE) TO THIS OFFICE
FOR REVIEW PRIOR TO FABRICATION.

NOTCHING OR DRILLING OF FABRICATED FRAMING IS

PERMITTED ONLY AT LOCATIONS SPECIFIED ON
MANUFACTURER’S ERECTION PLANS.

FRAMING SHALL BE ERECTED AND INSTALLED ACCORDING
TO MANUFACTURER’S SPECIFICATIONS. APPROVED
ERECTION DRAWINGS SHALL BEAR AN ENGINEER’S SEAL

AND BE KEPT ON THE JOBSITE AS PART OF THE APPROVED
PLAN SET. FABRICATED FRAMING SHALL BE

TRANSPORTED, STORED, ERECTED AND INSTALLED PER
MANUFACTURER’S SPECIFICATIONS. ALL PERMANENT AND

TEMPORARY BRACING AND FASTENING SHALL BE BY THE
MANUFACTURER, U.N.O. ON PLANS.

LIGHT-GAUGE STRUCTURAL STEEL FRAMING:

ALL 18 AND 20 GAUGE STUDS AND JOISTS SHALL BE 33,000
psi MINIMUM YIELD STRESS STEEL. FRAMING OF 16 GAUGE
AND HEAVIER SHALL BE 50,000 psi MINIMUM YIELD STRESS.

ALL STRUCTURAL FRAMING SPECIFIED IS TO BE

MANUFACTURED BY APPROVED MANUFACTURERS UNDER
SSMA STANDARD AND ICC-ES REPORT NUMBER ESR3064P, AND STAMPED AS SUCH.

FASTENERS FOR LIGHT-GAUGE FRAMING SPECIFIED ARE
“DARTS” BRAND SELF-DRILLING/SELF-TAPPING STEEL

SCREWS, MANUFACTURED BY PRIMESOURCE BUILDING
PRODUCTS (ICC ESR-1408), OR EQUAL. SUBMIT ICC REPORT
FOR REVIEW.

INSPECTION AND CERTIFICATE:

PROVIDE SPECIAL (DEPUTY) INSPECTION FOR THE
FOLLOWING ITEMS:

ALL DRILLED ADHESIVE ANCHORS FOR STRUCTURAL WORK.

ALL SITE WELDS ON STRUCTURAL MEMBERS EXCEPT

METAL STUDS AND FURRING, AND WHERE OTHERWISE
NOTED.

FOUNDATION ANCHOR BOLT TEMPLATES FOR
MANUFACTURED SHEAR PANEL/FRAME SYSTEMS.

THE OWNER OR OWNER’S REPRESENTATIVE SHALL SELECT

A QUALIFIED DEPUTY OR SPECIAL INSPECTOR, TO INSPECT

THE PORTIONS OF WORK SHOWN ON PLANS AS REQUIRING
SPECIAL INSPECTION. INSPECTOR SHALL BE LICENSED OR

OTHERWISE APPROVED, BY THE GOVERNING BUILDING

OFFICIAL OR AGENCY, TO PERFORM THE REQUIRED
INSPECTIONS. INSPECTOR SHALL PREPARE WRITTEN

REPORTS OR FORMS FOR ALL INSPECTIONS PERFORMED,

AND SHALL FURNISH COPIES OF ALL INSPECTION REPORTS

TO THE ENGINEER OF RECORD AND THE OWNER OR
OWNER’S REPRESENTATIVE, IN A TIMELY MANNER, AND

PRIOR TO NEXT PLANNED FIELD VISIT OF THE BUILDING
OFFICIAL.

ADMIXTURES MAY BE USED AS REQUIRED TO ALLOW

PLACEMENT OF THE REQUIRED LOW WATER/CEMENT RATIO
CONCRETE.

GENERAL:

WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED
TO DATE, OF THE 2022 CALIFORNIA BUILDING CODE (CBC/22)

AND ALL LOCAL, STATE AND FEDERAL ORDINANCES AND
REQUIREMENTS.

ALL MATERIALS AND WORKMANSHIP SHALL COMFORM TO THE
DRAWINGS AND SPECIFICATIONS. THE APPROVED DRAWINGS
AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING

AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND
LOCAL SAFETY ORDINANCES. BRACING AND SHORING SHALL BE

MAINTAINED IN PLACE UNTIL ALL PROTECTED WORK HAS BEEN
SUITABLY COMPLETED.

OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL

NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR
THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES

PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION

SHALL BE DISTINGUISED FROM CONTINUOUS AND DETAILED
INSPECTION SERVICES, WHICH ARE FUNRISHED BY OTHERS.

THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER,

WHETHER MATERIAL OR WORK, AND WHETHER PERFORMED

PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION,

ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN

QUALITY CONTROL AND IN ACHIEVING GENERAL

CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT
GUARANTEE CONTRACTOR’S PERFORMANCE AND SHALL NOT
BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING THE WORK OF ALL TRADES.

ANY ENGINEERING DESIGN PROVIDED BY OTHERS
(MANUFACTURED ROOF FRAMING; FOUNDATION & SLAB) AND

SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN
ENGINEER REGISTERED IN THE STATE.

FOOTING AND SLAB SHALL BE POURED WITH 4500 P.S.I.

CONCRETE AT 28 DAYS CURE MIN. OF TYPE V PORTLAND
CEMENT WITH A MAXIMUM WATER/CEMENT RATIO OF 0.45 (BY
WEIGHT) CONFORMING TO ACI 304. ONLY TYPE V CEMENT
SHALL BE PLACED.

PLAN NOTES:

SEE ARCHITECTURAL PLANS FOR BUILDING PAD DIMENSIONS,
FLOOR ELEVATIONS, AND FINISHES.

THE FINAL MANUFACTURED ROOF FRAMING PLANS MUST BE

REVIEWED, SIGNED AND WET STAMPED BY ENGINEER OF
RECORD.

THE FINAL FOUNDATION PLANS MUST BE REVIEWED, SIGNED

AND WET STAMPED BY ENGINEER OF RECORD AND PROJECT
GEOTECHNICAL CONSULTANT.

FASTENERS IN CONTACT WITH PRESERVATIVE TREATED

WOOD OR FIRE-RETARDANT WOOD, INCLUDING NUTS, BOLTS,

ANCHOR BOLTS, LAG BOLTS, PLATE WASHERS, CUT WASHERS,
NAILS, ETC., SHALL BE HOT DIPPED GALVANIZED STEEL OR
STAINLESS STEEL.

ROOF SHEATHING: 1/2” OR 5/8” CDX PLYWOOD, OR OSB, (PANEL I.D. 24:0), W/8d @ 6:12, MINIMUM, U.N.O. UNBLOCKED.

NOTE: HORIZONTAL WALL ANCHOR, DRAG, AND CROSSTIE

BOLTS SHALL BE RE-TIGHTENED JUST PRIOR TO FINISH
CLOSURE.

HOLDOWNS SHALL BE INSTALLED PER THE STRICT
RECOMMENDATIONS OF THE MANUFACTURER.

SIMPSON ‘S/HDU6’ HOLDOWN ON MINIMUM DOUBLE STUD, AT
BASE OF SHEARWALL SHOWN.

NUTS OF HOLDOWNS AND ALL BOLTED CONNECTIONS WITH
PLATE WASHERS SHALL BE WRENCH TIGHTENED ‘SNUG’ PRIOR
TO INSPECTION AND COVERING. DO NOT OVERTIGHTEN.

POWER-DRIVEN FASTENERS SHALL NOT BE USED TO ANCHOR

SILL PLATES EXCEPT AT INTERIOR NONBEARING WALLS NOT
DESIGNED AS SHEAR WALLS. VERIFY SUITABILITY OF POWERDRIVEN FASTENERS FOR GENERAL USE ON SLAB.

EXTERIOR ANCHOR BOLTS AND POST BASES SHALL BE HOTDIPPED GALVANIZED AND EACH ANCHOR BOLT SHALL HAVE AT

LEAST TWO HOT DIPPED GALVANIZED NUTS ABOVE THE BASE
PLATE.

BUILDER TO VERIFY ALL CONDITIONS IN THE FIELD. PLANS ARE

A GUIDELINE FOR CONSTRUCTION AND FIELD CONDITIONS MAY
VARY AND TAKE PRECEDENCE. ENGINEER OF RECORD IS NOT
HELD RESPONSIBLE UNDER ANY CONDITION FOR BUILDER’S

PERFORMANCE IN THE CONSTRUCTION AND/OR MANAGEMENT

OF THIS PROJECT AND FOR ANY DISCREPANCIES THAT MAY
ARISE FROM THESE PLANS.

GARAGE: PROVIDE POSITIVE WHEEL STOP PROTECTION AT

GARAGE PARKING SPACES TO PROTECT WALL & UTILITIES
FROM IMPACT.

THIS SHEET
REVISED 6.12.24

MATERIAL SPECIFICATIONS AND NOTES FOR
CONCRETE TYPICAL.

EXPOSED SLAB EDGE AND EXTERIOR FOUNDATION FACES

SHALL BE COATED WITH A PERMANENT WATERPROOFING
MEMBRANE.

TOP OF SLAB SHALL BE SHALLOWLY (1" DEEP) SAWCUT AT 10'- 0" O.C. WITHIN 6 TO 8 HOURS OF CONCRETE PLACEMENT PER

THE RECOMMENDATIONS OF THE AMERICAN CONCRETE

INSTITUTE (ACI) - EACH WAY FORMING A SQUARE PATTERN
GRID TO PROVIDE SHRINKAGE CRACK CONTROL.

REINFORCING STEEL AT BOTTOM OF FOOTINGS/BEAMS SHALL
BE SET ON CHAIRS.

STEEL REINFORCING SHALL BE SET SO AS TO PROVIDE A
MINIMUM 3" COVER OF DENSELY CONSOLIDATED CONCRETE (BY
USE OF A VIBRATOR) TO SOIL CLEARANCE TYPICAL.

REBAR SHALL BE ASTM A615 OR ASTM A706 DEFORMED GRADE
40 OR GRADE 60 BILLET STEEL AS CALLED OUT.
'STRAP-TYPE' HOLD DOWN ANCHORS ARE NOT ALLOWED.

ANCHORS SHALL BE SOLID ROUND BAR STEEL, HOT-DIP GALV.

ANCHORS WITH HOT-DIP GALV. WASHER AND TWO HOT-DIP GALV.

NUTS UNLESS NOTED OTHERWISE.

NO METALLIC WATER PIPES OR CONDUITS SHALL BE PLACED
BELOW FOUNDATIONS.

SLAB REINFORCING SHALL BE SET ON CHAIRS AT CENTER OF
SLAB.

PROVIDE WATERPROOF MEMBRANE AND ALL REQUIRED
ANCILLARY COMPONENTS. TURN DOWN VAPOR BARRIER AT

FOOTING TO EXTEND UNDER FOOTING, UNDER SLAB AND BACK

UP AT EXTERIOR FACE TO FINISH GRADE LEVEL PER THE WIRE
REINFORCEMENT INSTITUTE (WRI) RECOMMENDATIONS.

UNDER THE SLAB PORTION OF THE BUILDING FOUNDATION,
THE VAPOR BARRIER SHALL BE COVERED BY 4 INCHES OF
CLEAN SAND.

WATERPROOF MEMBRANE AND ALL ANCILLARY COMPONENTS
SHALL BE PREPRUFE 300R/160R PLUS BY GRACE. INSTALLATION

SHALL BE IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.

ALL WALL ANCHOR BOLTS AND ALL HOLD DOWN ANCHOR
BOLTS SHALL BE HOT DIP GALV. TYP.
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 4 BEDROOM TYPE DHS UNIT 12.28.23
S-3GENERAL NOTES CITY SUBMITTAL 8.11.25
362
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED

DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.
c. INSTALLATION OF ALL ADHESIVE ANCHORS IN HORIZONTAL AND UPWARDLY INCLINED

POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED ADHESIVE ANCHOR INSTALLER, EXCEPT WHERE THE FACTORED DESIGN TENSION ON THE ANCHORS IS LESS THAN 100 LBS AND

THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS OR

WHERE THE ANCHORS ARE SHEAR DOWELS ACROSS COLD JOINTS IN SLABS ON GRADE WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM. - ACI 318:

26.10.1(b) - X

12. INSPECT FORMWORK FOR

SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED
- X ACI 318: 26.10.2 -

11. VERIFY IN-SITU CONCRETE

STRENGTH, PRIOR TO

STRESSING OF TENDONS IN

POST-TENSIONED CONCRETE

AND PRIOR TO REMOVAL OF

9. INSPECT PRESTRESSED CONRETE FOR:
1908.9 ACI 318:

26.4.7-26.4.9 - X

8. VERIFY MAINTENANCE OF

SPECIFIED CURING

TEMPERATURE AND
TECHNIQUES.
1908.6, 1908.7,
1908.8 X - ACI 318: 26.4.5

7. INSPECT CONCRETE AND

SHOTCRETE PLACEMENT FOR

PROPER APPLICATION
TECHNIQUES.
1908.10
ASTM C172,
ASTM C31,
ACI 318: 26.4.5,

26.12 X -

6. PRIOR TO CONCRETE

PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND

AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE
OF THE CONCRETE.
1904.1, 1904.2,
1908.2, 1908.3
ACI 318: Ch. 19,

REINFORCING BARS OTHER
THAN ASTM A706;

2. REINFORCING BAR WELDING:
1908.4
ACI 318 Ch. 20,

25.2, 25.3,

26.5.1-26.5.3
- X

1. INSPECT REINFORCEMENT,

INCLUDING PRESTRESSING

TENDONS, AND VERIFY
PLACEMENT.

TYPE
CONCRETE (TABLE 1705A.3)

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

1. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL

REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS AND DSA FORM 103.

2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, CONCRETE STRENGTH f'c>2500 psi, AND SPRAYED-ON FIREPROOFING.

3. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR STRUCTURAL STEEL. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED.

4. SHOP WELDS MUST BE PERMORMED IN A LICENSED FABRICATOR SHOP.

SPECIAL INSPECTION

1. 2.

3. A.

DESIGN LOADS
FLOOR LIVE LOAD = 40 PSF

ROOF LIVE LOAD
WIND ANALYSIS PER CHAPTER 16A OF THE CODE
RISK CATEGORY =
BASIC WIND SPEED, V =
EXPOSURE = C
SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING:

SYSTEM - LIGHT - FRAME CFS WALLS w/ RATED WOOD SHTG

SEISMIC PARAMETERS
S = S =
S = S =
F = 1.0 DESIGN CATEGORY = E
F = SITE CLASS = D
I = V = CS * W
R = C =

LOADING
s
1 a
v
e
DS
D1
s
s

1. 2.

A.
a.
b.

B.
a.

C.
a.
b.
c.
d.

D.
a.

E.
a.
b.

PERIODIC STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE

ENGINEER OF RECORD AT CRITICAL STAGES OF CONSTRUCTION IN ACCORDANCE WITH CBC 1704A. STRUCTURAL OBSERVATION DOES

NOT RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS OF
SPECIAL INSPECTION. SEE 'SPECIAL INSPECTION NOTES' FOR ITEMS REQUIRING INSPECTION.

NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72

HOURS IN ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING
STRUCTURAL OBSERVATIONS:

FOUNDATIONS

REINFORCEMENT

OTHER EMBEDDED ELEMENTS

STEEL FRAMING

GENERAL

CONCRETE

REINFORCING LAYOUT

PREPARATION OF SHOTCRETE PANEL (IF SHOTCRETE IS USED)

OPENING OF SHOTCRETE TEST PANEL

POST-TENSIONING LAYOUT

MASONRY

REINFORCING LAYOUT
WOOD

DIAPHRAGMS & SHEAR WALLS

PROPRIETARY HOLDOWN SYSTEM

DEMOLITION WORK

STRUCTURAL OBSERVATIONS

1. 2.

3. 4.

5. 6.

7. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF CBC CH 17A AND ANY ADDITIONAL

REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS.

THE OWNER SHALL PROVIDE FOR A SPECIAL INSPECTOR(S) WHO WILL

PROVIDE SPECIAL INSPECTIONS OF THE CONSTRUCTION AS PRESCRIBED BY THE CODE AND THE CONSTRUCTION DOCUMENTS. IN NO CASE SHALL

THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS PROVIDE FOR

ANY LESS THAN THE MINIMUM REQUIREMENTS OF THE CODE OR ANY OTHER GOVERNING AUTHORITY. ANY SUCH DISCREPANCY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY THE JURISDICTION TO

PROVIDE INSPECTIONS OF THE SPECIFIC CONSTRUCTION OR OPERATION REQUIRED. PROOF OF SUCH QUALIFICATION SHALL BE PROVIDED TO THE ENGINEER PRIOR TO THE START OF INSPECTIONS.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE

BUILDING OFFICIAL, THE ENGINEER, ARCHITECT AND THE CONTRACTOR IN A TIMELY MANNER. ALL DISCREPANCIES BETWEEN THE INSPECTORS

WORK AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN,

IF NOT CORRECTED, TO THE ENGINEER, ARCHITECT AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL KEEP RECORDS SUCH THAT

ALL CONCERNED PARTIES CAN IDENTIFY THE OUTSTANDING WORK THAT

NEEDS CORRECTION AND SUCH THAT CORRECTED WORK IS RECORDED IN A TIMELY MANNER.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT

STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE

BEST OF THE INSPECTOR'S KNOWLEDGE, IN GENERAL CONFORMANCE

WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. IF NON-CONFORMING WORK

REMAINS, THEN THIS WORK SHALL BE ITEMIZED AND NOTED IN THE REPORT.

THE CONTRACTOR SHALL PROVIDE ACCESS TO THE WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTOR SHALL PROVIDE A DESIGNATED

AREA, ON SITE, FOR THE SPECIAL INSPECTOR TO RECEIVE

CORRESPONDENCE AND AN AREA TO LEAVE CORRESPONDENCE FOR
THE BUILDING OFFICIAL AND THE CONTRACTOR. THE CONTRACTOR

SHALL DESIGNATE A QUALITY CONTROL INDIVIDUAL THAT SHALL ACT AS

THE MAIN POINT OF CONTACT FOR THE INSPECTOR, ENGINEER AND ARCHITECT REGARDING INSPECTIONS ISSUES.

A PRE-INSPECTION MEETING SHALL BE HELD AND ORGANIZED BY THE CONTRACTOR ONCE INSPECTION HAS STARTED. AS A MINIMUM, THE

ENGINEER, SPECIAL INSPECTOR, ARCHITECT, BUILDING OFFICIAL,

OWNER'S REPRESENTATIVE AND THE CONTRACTOR'S QUALITY CONTROL INDIVIDUAL SHALL BE INVITED TO ATTEND. THE PURPOSE OF THE

MEETING WILL BE TO MEET EACH OTHER, CONFIRM THE SCOPE OF

WORK FOR EACH DISCIPLINE, ESTABLISH COMMUNICATION PROTOCOLS AND ANSWER ANY QUESTIONS.

SPECIAL INSPECTIONS
WOOD

CONTINUOUS

DURING TASK
LISTED

PERIODICALLY

DURING TASK
LISTED

REFERENCE

STANDARD
CBC

REFERENCE
X - 1705.12.2 -
X - - 1705.12.2

REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL WOOD SEISMIC-RESISTING ELEMENTS

VERIFICATION AND

INSPECTION TASK
X - - 1704.2.5
- X - 1705.5
NOTE:

FOR ANCHORS IN CONCRETE & MASONRY, SEE THOSE TABLES.
3 6.5

1.878g

0.783g
C =d
1 1.7

1.252g

0.887g

0.193W
OMEGA = 2.5
97 mph
II
PROCEDURE - EQUIVALENT LATERAL FORCE ANALYSIS (Rho = 1.0) = 20 PSF

2. NAILING, BOLTING,

ANCHORING, & OTHER

FASTENING OF WOOD SHEAR

WALLS, DIAPHRAGMS DRAGS,

BRACES, SHEAR PANELS, &

HOLDOWNS

1. FIELD GLUEING OR EPOXING

OPERATIONS

3. FABRICATED ITEMS IN SHOP

4. VERIFY THAT NUTS ON ANCHOR

BOLTS, HOLDOWNS, &

FABRICATED ITEMS ARE

SNUG-TIGHT OR TORQUED PER
PLAN
b. MECHANICAL ANCHORS AND

ADHESIVE ANCHORS NOT
DEFINED IN 4.a.
a. ADHESIVE ANCHORS INSTALLED

IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO

RESIST SUSTAINED TENSION
LOADS.

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

ACI 318: 17.8.2.4
ACI 318: 17.8.2
CBC

REFERENCE

REFERENCED
STANDARDa

PERIODIC

SPECIAL

INSPECTION

CONTINUOUS

SPECIAL

INSPECTION
8/10/25SINGLE FAMILY RESIDENCE - COACHELLA HOMES FOR

COACHELLA VALLEY HOUSING COALITION
45-701 MONROE ST.INDIO, CA 92201
1 2
3 CITY SUBMITTAL
4 SPECIAL INSPECTION,

NOTES, TABLES &

REQUIREMENTS
SI-16.11.24 CITY SUBMITTAL 8.11.25
363
Item 3.

NO PROJECT SHEET TITLE
DATE
SHEET

OF DWGS
JOB

DATE REVISION

GARON JAMES JOHN DARLING ST I C L AI O T R F F A E AR CHITE E D SNECIL CT RENEWAL DATE JULY 31 2027
D07
12" HIGH X 18"

WIDE HIGH/LOW
VENTS IN WALL.

ONE SHALL BE
SET 6" FROM THE

FLOOR AND THE
OTHER SET 6"

FROM THE TOP

OF THE EXTERIOR
WALL.

SEALED

RETURN AIR
CHASE

DUCTS PASSING THROUGH GARAGE/

DWELLING OCCUPANCY SEPARATION
SHALL BE A MINIMUM OF 26-GAGE
GALV. METAL PER R302.5.2 CRC. TYP.
10" x 10"

RAISED PLATFORM
SUPPORTING F.A.U.

FAU
10" x 6"

BEDROOM
107
PANTRY

BEDROOM
NO. 4
110

BEDROOM
NO. 3

BEDROOM
NO. 2
LIVING
101
10" x 8"

KITCHEN
106
8" DUCT
10" x 6"

MOUNT ON 4"

THICK CONCRETE
PAD

DRYER VENT
COVER
7" DIA. EXHAUST
DUCT U.T.R. TO
ROOF JACK.
7" DIA. EXHAUST
DUCT U.T.R. TO
ROOF JACK.
(1) 10" X 3" TO WITHIN 6"
A.F.F AND (1) 10" X 3" TO
WITHIN 6" OF CEILING,

COMBUSTION AIR DUCT
U.T.R. TO ROOF JACK.

CLOTHES DRYER

EXHAUST VENT TO

TERMINATE AT
EXTERIOR WALL.
109 108
CLOSET 114
GARAGE
119
CLOSET 115
117
LINEN
NO.1

STORAGE
CLOSET
122
121

CORRIDOR
NO.1 104

WASHER/
DRYER
118
105

CORRIDOR
NO.2
MASTER

BATHROOM
111
BATH
NO. 2
10" x 4"

ENERGY NOTES (MECHANICAL)

1. ALL DUCTING SHALL PROVIDE AN INSULATION
VALUE OF R-8.

2. ALL DUCTWORK SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURERS
RECOMMEDATIONS AND INSTRUCTIONS.

3. ALL DUCTWORK SHALL BE SEALED IN

ACCORDANCE WITH THE MANUFACTURERS
RECOMMEDATIONS AND INSTRUCTIONS.

4. ALL DUCTWORK SHALL BE TESTED FOR HERS
INDEX.

GENERAL NOTES (MECHANICAL)

1. ALL DUCT PENETRATIONS THROUGH WALLS

SEPARATING GARAGE FROM THE REST OF THE
RESIDENCE SHALL BE INSTALLED WITH 26 GAGE
GALV. SHEET METAL ONLY.

2. ALL DUCTS OCCURRING IN THE GARAGE SHALL
BE 26 GAGE GALV. SHEET METAL ONLY.

3. CLOTHES DRYER EXHAUST DUCT SHALL BE 26
GAGE GALV. SMOOTH SHEET METAL ONLY WITH A
MAXIMUM OF TWO 90 DEGREE BENDS AND 15
FEET LENGTH. SEAMS AND JOINTS SHALL NOT

CREATE OBSTRUCTIONS OR POCKETS TO RESTRICT
FLOW.

4. VENTING OF EXHAUST GASSES AND THE SUPPLY

OF COMBUSTION AIR SHALL BE IN STRICT

ACCORDANCE WITH THE MANUFATURERS

RECOMMENDATIONS AND THE NATIONAL FUEL GAS
CODE ANSI Z223.1/NFPA 54.

W/H
HEAT
PUMP