Agenda packet — Coachella City Council, September 4, 2024 (part 1 of 3)

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

OF A REGULAR MEETING
OF THE

CITY OF COACHELLA

PLANNING COMMISSION
September 04, 2024
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 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 City Council 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) 262-6240 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 Council Meetings" tab located on the home page, and then clicking on the "live" button.

CALL TO ORDER:

PLEDGE OF ALLEGIANCE:

ROLL CALL:
1 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 June 5, 2024

2. Planning Commission Meeting Minutes July 3, 2024

3. Planning Commission Meeting Minutes July 17, 2024
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:

4. Library Annex Conceptual Design for the construction of the Coachella Library Annex building at 1538 7th Street. Applicant: City of Coachella.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

5. VMP Night Club & Event Center – Alcohol Sales and Entertainment Establishment Permit Entertainment Permit No. 24-01 and Conditional Use Permit No. 380 for a nightclub and special event center to allow for live events and a Type 48 ABC license to allow the on-sale of beer, wine, and distilled spirits at the 5,867 SF commercial suite at 49974 Cesar Chavez Street. Applicant: Reyes Hernandez

6. Architecture Review No. 19-01 (Modification) Oraway is a request to modify the landscape plan and conditions of approval for an approved project by Oraway Engineering for a 825 sq. ft. office building, 7,500 sq. ft. pre-fabricated warehouse building, and two shade structures totaling 16,500 square feet for storage of construction vehicles and equipment, plus incidental outdoor storage, on a vacant, 2.89 acre lot in the M-H (Heavy Industrial) zone located at 54-101 Enterprise Way (APN 763-280-015).

7. Coachella Valley Growers – CUP 345 (Modification)
The proposed CUP 345 (Modification) is to modify condition of approval No. 23 to amend responsibilities of street improvements for Fillmore Street for the Coachella Valley Growers project located on 79.39 acres at 50-501 Fillmore Street.

8. Zoning Ordinance Amendment No. 22-09 – Phase 1 Streamline Code Amendments to amend Coachella Municipal Code Title 17 regarding zoning district permitted uses, development standards and development review process in the City. City-Initiated.

INFORMATIONAL: 2
ADJOURNMENT:

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.

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES 3 City Council Chamber
1515 6th Street, Coachella,
(760) 398-3502 
www.coachella.org
AGENDA
DE UNA REUNIÓN DE LA
COMISIÓN DE PLANIFICACIÓN

PLANNING COMMISSION
4 de Septiembre, 2024
6:00 PM
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 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 4:00 P.M. DEL DÍA DE LA REUNIÓ
4 September 4, 2024
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 Comisión de Planificación - 5 de Junio 2024.

2. Borrador de las Actas de la Comisión de Planificación – 3 de Julio 2024.

3. Borrador de las Actas de la Comisión de Planificación – 17 de Julio 2024.

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:

PUNTOS QUE NO SON DE AUDIENCIA:

4. Diseño Conceptual del Anexo de la Biblioteca para la construcción del edificio Anexo de la Biblioteca de Coachella en el 1538 de la Calle 7. Solicitante: Ciudad de Coachella.

CALENDARIO DE AUDIENCIAS PÚBLICAS (CUASI-JUDICIAL):

5. VMP Nightclub & Event Center EP No. 24-01 CUP No. 380 para establecer un club nocturno y centro de eventos especiales para permitir eventos en vivo y la licencia ABC Tipo 48 en la suite comercial de 5,867 SF en 49974 Cesar Chavez Street. Solicitante: Reyes Hernández

6. Revisión Arquitectónica 19-01 (MOD) Oraway es una petición para modificar el plan de jardinería y las condiciones de aprobación para un proyecto aprobado por Oraway Engineering para un edificio de oficinas de 825 pies cuadrados, un edificio de almacén prefabricado de 7,500 pies cuadrados y dos estructuras de sombra con un total de 16,500 pies cuadrados para almacenamiento de vehículos y equipo de construcción, además de almacenamiento incidental al aire libre, en un terreno baldío de 2.89 acres en la zona M-H (Industrial Pesada) ubicada en 54-101 Enterprise Way (APN 763-280-015).

7. Coachella Valley Growers CUP 345 (MOD) para modificar la condición de aprobación No. 23 para enmendar las responsabilidades de las mejoras de la calle Fillmore para el proyecto Coachella Valley Growers ubicado en 79.39 5 Agenda Planning Commission September 04, 2024

Page 6 ends

acres en 50501 Fillmore Street. Solicitante: Wyatt Nelson

8. Enmienda a la Ordenanza de Zonificación No. 22-09 - Fase 1 Enmiendas al Código de Racionalización para enmendar el Título 17 del Código Municipal de Coachella con respecto a los usos permitidos en los distritos de zonificación, estándares de desarrollo y proceso de revisión de desarrollo en la Ciudad. Iniciado por la Ciudad.

Ciudad-Iniciado. Enmienda a la Revisión Arquitectónica No. 19-01 INFORMATIVO:

SE SUSPENDE LA SESIÓN:

ESTA REUNIÓN ES ACCESIBLE PARA PERSONAS CON DISCAPACIDAD 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, CA
(760) 398-3502  www.coachella.org

MINUTES

OF AREGULARMEETING
OF THE

CITY OFCOACHELLA

PLANNING COMMISSION
June 5, 2024
6:00 PM
If you would like to attend the meeting via zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 Or one tap mobile :

Us: +16699006833,, 84544257915#,,,,* 380084# US
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 via email, telephonically, or via zoom with a limit of 250 words, or three minutes:

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.

In writing:

Written comments may be submitted to the commission 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 commission and entered into the record.

IF YOU WISH, YOU MAY LEAVE A MESSAGE AT (760) 398-3102, EXTENSION 122, BEFORE 4:00 P.M. ON THE DAY OF THE MEETING
7 Item 1.

CALL TO ORDER: 6:01 PM
PLEDGE OF ALLEGIANCE:

Commissioner Ramirez.

ROLL CALL:

Commissioners Present: Commissioner Arvizu, Commissioner Murillo, Commissioner Ramirez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

Commissioners Absent: Chair Hernandez.

Staff Present: *Gabriel Perez, Development Services Director. *Adrian Moreno, Associate Planner.
*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.”

IT WAS MOVED BY ALTERNATE COMMISSIONER FONSECA AND SECONDED BY COMMISSIONER MURILLO TO APPROVE THE AGENDA.

Approved by the following roll call vote:

AYES: Commissioner Arvizu, Commissioner Murillo, Commissioner Ramirez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Chair Hernandez.

APPROVAL OF THE MINUTES:

1. Planning Commission Meeting Minutes – May 1, 2024.

IT WAS MOVED BY COMMISSIONER RAMIREZ AND SECONDED BY COMMISSIONER ARVIZU TO APPROVE THE MINUTES.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Commissioner Arvizu, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Chair Hernandez.

WRITTEN COMMUNICATIONS:

None.

PUBLIC COMMENTS (NON-AGENDA ITEMS):
8 Item 1.
“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:

None.

NON-HEARING ITEMS:

2. Coachella Wireless Telecommunication Facilities Status Update.

Anahi Fernandez, Management Analyst, narrated a power point presentation for the item. A copy of the presentation is on file in the Planning Division.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

3. CUP 375 AR No. 23-14 – Coachella Islamic Center Parking Lot for the construction of a parking lot to serve the existing building at 84650 Ave 49. Applicant: Islamic Society of Palm Springs.

Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 6:24 pm by Vice Chair Gonzalez.

Public Hearing Closed at 6:33 pm by Vice Chair Gonzalez.

IT WAS MOVED BY COMMISSIONER MURILLO AND SECONDED BY COMMISSIONER RAMIREZ TO APPROVE CONDITIONAL USE PERMIT NO. 375 AND ARCHITECTRUAL REVIEW NO. 23-14 FOR THE CONSTRUCTION OF A PARKING LOT TO SERVE THE EXISTING BUILDING AT 84650 AVENUE 49.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Commissioner Arvizu, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Chair Hernandez.

4. CUP No. 254 (Modification), AR No. 24-02 Coachella Gateway – a modification to add a drive-thru multi-tenant commercial building within the Coachella Gateway shopping center approved under CUP No. 254 at the southwest corner of Ave 48 and Grapefruit Boulevard, adjacent to the Dillon Bridge. Applicant: Chandi & Karan LLC.

Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 6:45 pm by Chair Gonzalez.

Public Hearing Closed at 6:45 pm by Chair Gonzalez.

IT WAS MOVED BY ALTERNATE COMMISSIONER FONSECA AND SECONDED BY COMMISSIONER MURILLO TO APPROVE CONDITIONAL USE PERMIT NO. 254 AND ARCHITECTRUAL REVIEW NO. 24-02 MODIFICATION TO ADD A DRIVE-THRU AT THE SOUTHWEST CORNER OF AVE 48 AND GRAPEFRUIT BOULEVARD.
9 Item 1.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Commissioner Arvizu, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Chair Hernandez

5. Coachella Sunline Transportation Hub (Architectural Review No 21-13 Modification) for exterior design modifications to the break room building of the Coachella Sunline Transportation Hub (Transit Hub). The entire project includes bus service that with a 540 sq. ft. Sunline Transit Agency breakroom/office building, 5 bus shelters, landscape improvements and a corner focal point for a future public art installation located at the Southeast corner of Cesar Chavez Street and 4th Street (APN 778-080- 021). Applicant: Sunline Transit Agency.

Gabriel Perez, Development Services Director, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 7:30 pm by Chair Gonzalez.

Public Hearing Closed at 7:54 pm by Chair Gonzalez.

IT WAS MOVED BY COMMISSIONER RAMIREZ AND SECONDED BY COMMISSIONER MURILLO TO APPROVE ARCHITECTRUAL REVIEW NO. 21-13 MODIFICATION.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Commissioner Arvizu, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Chair Hernandez
INFORMATIONAL:

Director’s Development Updates
Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 6:56 PM

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES 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.
10 Item 1.
11 Item 1.

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

MINUTES

OF AREGULARMEETING
OF THE

CITY OFCOACHELLA

PLANNING COMMISSION
July 3, 2024
6:00 PM
If you would like to attend the meeting via zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 Or one tap mobile :

Us: +16699006833,, 84544257915#,,,,* 380084# US
Or telephone:

In real time:

In writing:

IF YOU WISH, YOU MAY LEAVE A MESSAGE AT (760) 398-3102, EXTENSION 122, BEFORE 4:00 P.M. ON THE DAY OF THE MEETING
12 Item 2.

CALL TO ORDER: 6:02 PM
PLEDGE OF ALLEGIANCE:

Commissioner Arvizu.

ROLL CALL:

Commissioners Present: Chair Hernandez, Commissioner Murillo, Commissioner Arvizu, Vice Chair Gonzalez.

Commissioners Absent: Commissioner Ramirez, Alternate Commissioner Fonseca.

Staff Present: *Gabriel Perez, Development Services Director. *Adrian Moreno, Associate Planner.
*Anahi Fernandez, Management Analyst
*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.”

IT WAS MOVED BY COMMISSIONER MURILLO AND SECONDED BY VICE CHAIR GONZALEZ TO APPROVE THE AGENDA AND CONTINUE ITEMS NO. 2, 5, 6, AND 7 TO A FUTURE PLANNING COMMISSION MEETING.

Approved by the following roll call vote:

AYES: Chair Hernandez, Commissioner Murillo, Commissioner Arvizu, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.

APPROVAL OF THE MINUTES:

None.

WRITTEN COMMUNICATIONS:

None.

NON-HEARING ITEMS:
13 Item 2.

1. Planning Commission Workplan FY 2024-2025.

The Planning Commission recommended the following:
 Revisit City’s landscape standards. Revisit businesses that were approved before landscape standards were established.
 Historical Preservation of the City of Coachella.
 Provide an update on ADU metrics.
 Revisit idea of helping sidewalk vendors transition into a Brick and Mortar business.  TOT study session.
 Revisit Blue Zones initiative in the City.
 Hold a broadband fiber study session to expand the City’s utilities infrastructure.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

2. Coachella Valley Growers – CUP 345 (Modification)
The proposed CUP 345 (Modification) is to modify condition of approval No. 23 to amend responsibilities of street improvements for Fillmore Street for the Coachella Valley Growers project located on 79.39 acres at 50- 501 Fillmore Street. Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 6:20 pm by Chair Hernandez.

Ismael Solis, nearby property owner, spoke and provided comments.

Public Hearing Closed at 6:26 pm by Chair Hernandez.

Item No. 2 was continued to the September 4, 2024 Planning Commission Meeting.

3. Roots Cafe Conditional Use Permit No. 374, Architectural Review No. 23-16, a proposal to establish a 1,854 square foot retail cannabis business within an existing commercial building located at 45-800 Dillon Road, APN 696-550- 008; Applicant: Greg Klibanov.

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

Public Hearing Opened at 6:34 pm by Chair Hernandez.

Greg Klibanov, Applicant, spoke and provided comments.

Public Hearing Closed at 6:36 pm by Chair Hernandez.

IT WAS MOVED BY COMMISSIONER MURILLO AND SECONDED BY COMMISSIONER ARVIZU TO APPROVE CONDITIONAL USE PERMIT NO. 374 AND ARCHITECTURAL REVIEW NO. 23-16 TO ESTABLISH A 1,854 SQUARE FOOT RETAIL CANNABIS BUSINESS WITHIN AN EXISTING COMMERCIAL BUILDING LOCATED AT 45800 DILLON ROAD.

Approved by the following roll call vote:

AYES: Commissioner Arvizu, Commissioner Murillo, Chair Hernandez, Vice Chair Gonzalez. 14 Item 2.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.

4. Sun Community Credit Union
Conditional Use Permit (CUP) No. 381, Architectural Review (AR) 24-07 to a 4,130 sq. ft. single story credit union branch with 24 parking stalls and 2 freestanding drive-up ATMs on a 1.97-acre site located at the Northeast corner of Cesar Chavez Street and Valley Road. (APN 778-242-026). Applicant: LaMacchia Group, LLC
Gabriel Perez, Development Services Director, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 7:00 pm by Chair Hernandez.

LaMacchia Group, construction management company, spoke and provided comments.

Cynthia Reyna, Sun Community Regional Manager, spoke and provided comments.

Public Hearing Closed at 7:06 pm by Chair Hernandez.

IT WAS MOVED BY COMMISSIONER ARVIZU AND SECONDED BY VICE CHAIR GONZALEZ TO APPROVE CONDITIONAL USE PERMIT NO. 381 AND ARCHITECTURAL REVIEW NO. 24-07 TO ESTABLISH A 4,130 SQUARE FOOT SINGLE STORY CREDIT UNION BRANCH WITH 24 PARKING STALLS AND 2 FREESTANDING DRIVE-UP ATMS ON A 1.97-ACRE SITE LOCATED AT THE

NORTHEAST CORNER OF CESAR CHAVEZ STREET AND VALLEY ROAD WITH THE FOLLOWING MODIFICATION:
 REQUIRE APPLICANT TO EXPAND BLOCK WALL AT REAR PROPERTY LINE TO THE FAMILY DOLLAR.

Approved by the following roll call vote:

AYES: Commissioner Arvizu, Commissioner Murillo, Chair Hernandez, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.

5. CUP No. 254 (Modification), AR No. 24-02 Coachella Gateway – a modification to add a drive-thru multi-tenant commercial building within the Coachella Gateway shopping center approved under CUP No. 254 at the southwest corner of Ave 48 and Grapefruit Boulevard, adjacent to the Dillon Bridge. Applicant:

Chandi & Karan LLC.

Public Hearing Opened at 7:11 pm by Chair Hernandez.

Public Hearing Closed at 7:11 pm by Chair Hernandez.

Item No. 5 was continued to the July 17, 2024 Planning Commission Meeting.

6. VMP Night Club & Event Center – Alcohol Sales and Entertainment Establishment Permit – Entertainment 15 Item 2.

Permit 24-01 and Conditional Use Permit 380 for a bar, nightclub and special event center to allow for live events and a request for a Type 48 ABC license to allow the on-sale of beer, wine, and distilled spirits at the 6,360 SF commercial suite at 49974 Cesar Chavez Street. Applicant: Reyes Hernandez (Continuance Requested)
Public Hearing Opened at 7:12 pm by Chair Hernandez.

Public Hearing Closed at 7:12 pm by Chair Hernandez.

Item No. 6 was continued to the September 4, 2024 Planning Commission Meeting.

7. A & G Mart Conditional Use Permit No. 382 Adopt Resolution No. PC2024-18 to approve Conditional Use Permit No. 382 a request for liquor sales as part of a proposed 2,625 square foot market (ABC Type 20, Off-Sale Beer and Wine) in an existing commercial building located at 50-223 Cesar Chavez Street, Suite “B” in the C-N (Neighborhood Commercial) zone. A & G Mart, Inc. (Applicant) (Continuance Requested)
Public Hearing Opened at 7:13 pm by Chair Hernandez.

Public Hearing Closed at 7:13 pm by Chair Hernandez.

Item No. 7 was continued to the July 17, 2024 Planning Commission Meeting.

INFORMATIONAL:

Development Director’s Updates:
 No Planning Commission Meetings will take place in August.  Introduction of new Planning Division Intern, Vanessa Sanchez-Meza.

Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 7:16 PM

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

MINUTES

OF AREGULARMEETING
OF THE

CITY OFCOACHELLA

PLANNING COMMISSION
July 17, 2024
6:00 PM
If you would like to attend the meeting via zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT09 Or one tap mobile :

Us: +16699006833,, 84544257915#,,,,* 380084# US
Or telephone:

In real time:

In writing:

IF YOU WISH, YOU MAY LEAVE A MESSAGE AT (760) 398-3102, EXTENSION 122, BEFORE 4:00 P.M. ON THE DAY OF THE MEETING
18 Item 3.

CALL TO ORDER: 6:00 PM
PLEDGE OF ALLEGIANCE:

Commissioner Murillo.

ROLL CALL:

Commissioners Present: Chair Hernandez, Commissioner Murillo, Commissioner Ramirez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

Commissioners Absent: Commissioner Arvizu.

Staff Present: *Gabriel Perez, Development Services Director. *Adrian Moreno, Associate Planner.
*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.”

IT WAS MOVED BY VICE CHAIR GONZALEZ AND SECONDED BY COMMISSIONER RAMIREZ TO APPROVE THE AGENDA.

Approved by the following roll call vote:

AYES: Chair Hernandez, Commissioner Murillo, Commissioner Ramirez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Arvizu.

APPROVAL OF THE MINUTES:

July 3, 2024 Planning Commission meeting minutes will be approved at the next Planning Commission meeting.

WRITTEN COMMUNICATIONS:

None.

NON-HEARING ITEMS:

None.
19 Item 3.

PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

1. CUP No. 254 (Modification), AR No. 24-02 Coachella Gateway – a modification to add a drive-thru multi-tenant commercial building within the Coachella Gateway shopping center approved under CUP No. 254 at the southwest corner of Ave 48 and Grapefruit Boulevard, adjacent to the Dillon Bridge. Applicant: Chandi & Karan LLC Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 6:18 pm by Chair Hernandez.

Toni Merrihew, Chandi Group USA Chief Financial Officer, spoke and provided comments.

Andy Alvillar, Senior Project Manager for Black Gold Builders Group, spoke and provided comments.

Nachhattar Singh Chandi, Applicant, spoke and provided comments.

Public Hearing Closed at 6:46 pm by Chair Hernandez.

IT WAS MOVED BY CHAIR HERNANDEZ AND SECONDED BY VICE CHAIR GONZALEZ TO APPROVE CONDITIONAL USE PERMIT NO. 254 MODIFICATION AND ARCHITECTRUAL REVIEW NO. 24-02 FOR THE

CONSTRUCTION OF A DRIVE-THRU MULTI-TENANT COMMERICAL BUILDING WITHIN THE COACHELLA GATEWAY SHOPPING CENTER AT THE SOUTHWEST CORNER OF AVENUE 48 AND GRAPEFRUIT BOULEVARD, ADJACENT TO THE DILLON BRIDGE WITH THE FOLLOWING MODIFICATIONS:
 MODIFY CONDITION NO. 3 TO CONTINUE SIDEWALK ALONG SOUTHEASTERN PORTION OF THE COMMERCIAL CENTER UP TO EXTENT OF OWNER’S PROPERTY.
 REMOVE CONDITION NO. 5.
 MODIFY CONDITION NO. 7 TO REMOVE THE BERM AREA FROM THE LANDSCAPE MAINTENANCE AGREEMENT FOR THE MAINTENANCE OF THE BERM TO INCLUDE WEED ABATEMENT.  REMOVE CONDITION NO. 42.

Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Chair Hernandez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Arvizu.

2. A & G Mart – Alcohol Sales Request Conditional Use Permit No. 382 to allow liquor sales as part of a proposed 2,625 square foot convenience store (ABC Type 20, Off-Sale Beer and Wine) in an existing commercial building located at 50-223 Cesar Chavez Street, Suite “B102” in the N-C (Neighborhood Commercial) zone. A & G Mart (Applicant)
Gabriel Perez, Development Services Director, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.

Public Hearing Opened at 8:06 pm by Chair Hernandez.

Alma Prather, owner, spoke and provided comments.

Public Hearing Closed at 8:08 pm by Chair Hernandez.

IT WAS MOVED BY CHAIR HERNANDEZ AND SECONDED BY VICE CHAIR GONZALEZ TO APPROVE 20 Item 3.

CONDITIONAL USE PERMIT NO. 382 TO ALLOW LIQUOR SALES AS PART OF A PROPOSED 2,625 SQUARE FOOT CONVENIENCE STORE (ABC TYPE 20, OFF-SALE BEER AND WINE) IN AN EXISTING COMMERCIAL BUILDING LOCATED AT 50-223 CESAR CHAVEZ STREET WITH THE FOLLOWING MODIFICATIONS:
 MODIFY HOURS OF OPERATION FROM 5:00AM-12:00AM
Approved by the following roll call vote:

AYES: Commissioner Ramirez, Commissioner Murillo, Chair Hernandez, Alternate Commissioner Fonseca, Vice Chair Gonzalez.

NOES: None.

ABSTAIN: None.

ABSENT: Commissioner Arvizu.

INFORMATIONAL:

Development Director’s Updates:
 There will be no Planning Commission meetings in August. Planning Commission will resume September 4, 2024.
 California budget was approved, restoring funds for the Rail Station Feasibility study.  Blue Zones efforts will start soon. There is an open employment opportunity for the Blue Zones effort in Coachella.

Planning Commission requested:
 Updates on the Façade Enhancement Program with regards to timing and participants.  List of projects in progress.
 Updates on commercial center compliance with maintenance.

Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 8:25 PM

STAFF REPORT
9/4/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: Library Annex Conceptual Design for the construction of the Coachella Library Annex building at 1538 7th Street. Applicant: City of Coachella.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission direct staff to prepare a complete development plan set for one of three potential architectural elevation concepts for the Library Annex project.

Staff will present a joint Planning Commission and City Council hearing at a future date.

BACKGROUND:

In September 2022, the City of Coachella was awarded
a grant for $4,568,807 from the California State Library Building Forward Grant Program to renovate and
upgrade its Library Annex building. Built in 1927, the
Coachella Public Library Annex infrastructure has
reached the need for renovation. The existing building
is an old church building comprised of a main building, an office, and a hall with four rooms totaling 7,701 sq. ft. In April 2024 the City Council reviewed a variety of floor plans and architectural styles, and directed staff to prepare a presentation to the Planning Commission to
recommend an architectural style among three different
architectural style options.
23 Item 4.

Site Plan
The below exhibit depicts the 10,159 SF library annex project that would be operated by the Riverside County Library system. The project provides a vestibule at the front elevation that leads to a study hall and food lab space. The west portion of the building is planned for a 2,257 SF community room space with a stage, seating, and book shelves. The east end of the building is planned with specialized rooms for a maker space, digital maker space, and a media lab that may include a ceramic studio and a recording room. The floor plan design and project amenities are subject to change and the City Council will be the final decision-making authority. An analysis by the project designers determined that preserving the existing building would not be cost effective and would limit the ability to deliver optimal uses within facility under the grant funding constraints. The building is not a designated historical resource by the City or State of California.

Figure 1 Floor Plan
Conceptual Architectural Elevations
The below perspective drawings provide three different architectural style options, (1) Modern Style option, and (2) Desert Style options. Each architectural option includes a planned 32 foot wide side projector screen or canvas space at the front elevation of the building. The project architectural design includes a simplified design due to the limits on grant funding for the project.

The Planning Commission is recommended to consider high quality design of the facility along the budget constraints of the project.

Option 1 – Modern Style
- Entrance with gable roof with Spanish tile to match existing senior center building. - White stucco finish
- Orchard Street elevation provides tall vertical recessed facade design. 24 Item 4.

Figure 2– North and West Perspective
Option 2 – Desert Style (Translucent Entrance)
- Translucent entrance hallway to provide natural illumination - Earthy tone stucco finish to be consistent with desert aesthetics. - Orchard Street elevation horizontal recessed facade design with wood screen element.

Figure 3 – North and West Perspective
Option 3 – Desert Style (Stucco Finish Entrance)
- Stucco entrance hallway with clerestory window and flat roof. - Earthy tone stucco finish to be consistent with desert aesthetics. - Orchard Street elevation horizontal recessed facade design with wood screen element.

Figure 4 – North and West Perspective
25 Item 4.

LANDSCAPING
The project is not anticipated to provide landscape improvements at the property, as grant funding is only for the building and not for any exterior features such as landscaping. The Planning Commission may offer suggestions to staff to consider for any future landscape improvements if as other funding becomes available.

DIRECTION
Staff recommends that the Planning Commission direct staff to prepare a complete development plan set for one of three potential architectural elevation concepts for the Library Annex project.

Attachments:

1. Library Annex Conceptual Design Plans
26 Item 4.

PROJECT ADDRESS: PROJECT NUMBER: DATE:

COACHELLA LIBRARY ANNEX RENOVATION A-0.0 COVER SHEET
1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

COACHELLA LIBRARY ANNEX RENOVATION

CONCEPTUAL DESIGN
1538 7th St. COACHELLA, CA 92236

NUMBER NAME
A-0.0 COVER SHEET
A-0.1 SITE PLAN
A-1.1 FLOOR PLAN
A-1.2 FLOOR PLAN
A-2.1 MODERN SPANISH STYLE - PERSPECTIVE
A-2.2 MODERN SPANISH STYLE - PERSPECTIVE
A-3.1 DESERT STYLE - PERSPECTIVE
A-3.2 DESERT STYLE - ALTERNATIVE PERSPECTIVE
A-3.3 DESERT STYLE - PERSPECTIVE
A-5.1 PROPOSED PROGRAM ELEMENTS
A-5.2 EXISTING BUILDING DEFICIENCIES
SCOPE OF WORK:

Redesign and reconstruct the Coachella Library Annex
building to expand programs and upgrade facilities. The new Annex will preserve some architectural features of
the existing building while incorporating contemporary
design elements, creating a modern landmark that
serves as a distinguished hub for local urban social
gatherings.
27 Item 4.

PROJECT ADDRESS: PROJECT NUMBER: DATE:

COACHELLA LIBRARY ANNEX RENOVATION A-0.1 SITE PLAN
1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815
N

COACHELLA LIBRARY ANNEX

RENOVATION PROJECT
The renovation project includes three distinct
functional areas each designed to serve a different purpose. • Community room: This expansive area serves as a
versatile venue for art exhibitions, display of library books, and occasional performances.
• Art classrooms and labs: Open to the public, these
rooms are dedicated to hosting art classes and creative sessions.
• Art classrooms provide a ceramics studio, art
makerspace for work with wood, fabrics, and canvas
• Digital maker space with , 3D Printing, Laser cut, and robotics
• Media lab
• Service hub and circulation center: Serving as the
central connecting point of the project, this area
facilitates essential amenities such as public restrooms, a food lab, seating and reading zones, and a checkout
service.

Investigation of the existing structure revealed major
deficiencies. For this reason, the building will be both rebuilt and expanded.
28 Item 4.

UP
DN
DN
DN
266 SF
W
261 SF

ENTRANCE HALLWAY
2257 SF

COMMUNITY ROOM
203 SF

FRONT STAGE
448 SF

BACKSTAGE
265 SF
M
55 SF
UNISEX
541 SF

MEDIA LAB
898 SF

DIGITAL MAKER SPACE
3D PRINTING / LASER /

ROBOTICS
141 SF

STORAGE
97 SF
STORAGE 1461 SF

TEXTILE MAKERSPACE

CLAY / FABRIC / WOOD /
CANVAS
237 SF

FOOD LAB PREP
509 SF

CORRIDOR
239 SF

STORAGE
44 SF

STORAGE
RAMP

EXISTING SENIOR CENTER
160 SF
IT & ELEC.

FIRE SERVICE ROOM
548 SF

STORAGE
1172 SF

STUDY HALL
222 SF

FOOD LAB
ORCHARD ST.

PHOTOVOLTAIC PANEL &

SKYLIGHT ABOVE

PROJECTOR SCREEN OR

MURAL ART

OUTDOOR OPEN SPACE
RAMP
1173 SF

OPEN SIDE YARD
5' - 0"
11' - 0"
135 SF
OFFICE

COMMUNITY ROOM
14,783 S.F.

SERVICE
10,398 S.F.

CLASSROOMS
14,674 S.F.

AREA CALCULATION
TOTAL AREA: 40,965 S.F.

PROJECT ADDRESS: PROJECT NUMBER: DATE: 1/16" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-1.1 FLOOR PLAN
1538 7th St,
Coachella, CA 92236
23X047 2024-0814
N

STUDY HALL SECTION DIAGRAM

PHOTOVOLTAIC PANEL

SKYLIGHT
5 29
Item 4.

UP
DN
DN
DN
266 SF
W
261 SF

ENTRANCE HALLWAY
2257 SF

COMMUNITY ROOM
203 SF

FRONT STAGE
448 SF

BACKSTAGE
265 SF
M
55 SF
UNISEX
541 SF

MEDIA LAB
898 SF

DIGITAL MAKER SPACE
3D PRINTING / LASER /

ROBOTICS
141 SF

STORAGE
97 SF
STORAGE 1461 SF

TEXTILE MAKERSPACE

CLAY / FABRIC / WOOD /
CANVAS
237 SF

FOOD LAB PREP
509 SF

CORRIDOR
239 SF

STORAGE
44 SF

STORAGE
RAMP

EXISTING SENIOR CENTER
160 SF
IT & ELEC.

FIRE SERVICE ROOM
548 SF

STORAGE
1172 SF

STUDY HALL
222 SF

FOOD LAB
ORCHARD ST.

PHOTOVOLTAIC PANEL &

SKYLIGHT ABOVE

PROJECTOR SCREEN OR

MURAL ART

OUTDOOR OPEN SPACE
RAMP
1173 SF

OPEN SIDE YARD
5' - 0"
11' - 0"
135 SF
OFFICE

COMMUNITY ROOM
14,783 S.F.

SERVICE
10,398 S.F.

CLASSROOMS
14,674 S.F.

AREA CALCULATION
TOTAL AREA: 40,965 S.F.

PROJECT ADDRESS: PROJECT NUMBER: DATE: 1/16" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-1.1 FLOOR PLAN
1538 7th St,
Coachella, CA 92236
23X047 2024-0814
N

STUDY HALL SECTION DIAGRAM

PHOTOVOLTAIC PANEL

SKYLIGHT
2 5
30 Item 4.
1 STUCCO WALL
2 PROJECTOR SCREEN 32'X14'
3 ROOF PARAPET

SPANISH TILE ROOF TO MATCH
SENIOR CENTER BUILDING 4
5 ENTRANCE HALLWAY
6 RECESSED WINDOW
7 WOOD DOOR
8 SIDE YARD GATE
9 WOOD AWNING

PROJECTOR SCREEN
32'X17' 10
11 TRANSLUCENT PANELS
12 WOOD SCREEN ELEMENT
13 CLEARSTORY WINDOW
14 ENTRANCE GATE

LEGEND - MATERIALS
PROJECT ADDRESS: PROJECT NUMBER: DATE: 12" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-2.1 MODERN SPANISH STYLE - PERSPECTIVE 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

MODERN SPANISH STYLE
• Streamline the current facade design
by incorporating deep recessed
openings and bold massing for a
modernized aesthetic.
• The solid wall with a parapet on the
front facade can serve as a projector
screen for outdoor events or as a
canvas for public artwork or murals.

Either one will contribute enriching the
visual landscape of the space.
• Integrate skylights strategically to
infuse the study hall with natural
illumination.

NORTH PERSPECTIVE
VIEW FROM 7TH ST.

BLDG HEIGHT - 23'
ENTRANCE HEIGHT - 18'
6 5 4 3 2 1
31 Item 4.
1 STUCCO WALL
2 PROJECTOR SCREEN 32'X14'
3 ROOF PARAPET

SPANISH TILE ROOF TO MATCH
SENIOR CENTER BUILDING 4
5 ENTRANCE HALLWAY
6 RECESSED WINDOW
7 WOOD DOOR
8 SIDE YARD GATE
9 WOOD AWNING

PROJECTOR SCREEN
32'X17' 10
11 TRANSLUCENT PANELS
12 WOOD SCREEN ELEMENT
13 CLEARSTORY WINDOW
14 ENTRANCE GATE

LEGEND - MATERIALS
PROJECT ADDRESS: PROJECT NUMBER: DATE: 12" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-2.2 MODERN SPANISH STYLE - PERSPECTIVE 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

EAST PERSPECTIVE VIEW

FROM PARKING LOT

WEST PERSPECTIVE VIEW
FROM ORCHARD ST.

SOUTHWEST PERSPECTIVE
VIEW FROM ORCHARD ST.

BLDG HEIGHT - 23'
BLDG HEIGHT - 23'
BLDG HEIGHT - 16'
7 1 3 1 3 8
8 6 1 9
32 Item 4.
1 STUCCO WALL
2 PROJECTOR SCREEN 32'X14'
3 ROOF PARAPET

SPANISH TILE ROOF TO MATCH
SENIOR CENTER BUILDING 4
5 ENTRANCE HALLWAY
6 RECESSED WINDOW
7 WOOD DOOR
8 SIDE YARD GATE
9 WOOD AWNING

PROJECTOR SCREEN
32'X17' 10
11 TRANSLUCENT PANELS
12 WOOD SCREEN ELEMENT
13 CLEARSTORY WINDOW
14 ENTRANCE GATE

LEGEND - MATERIALS
PROJECT ADDRESS: PROJECT NUMBER: DATE: 12" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-3.1 DESERT STYLE - PERSPECTIVE 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

NORTH PERSPECTIVE VIEW
FROM 7TH ST.

DESERT STYLE
• The translucent entrance hallway introduces a
sense of lightness and modern design to the
existing site, offering natural illumination to the
study hall.
• The community room showcases a contemporary
style through its simple massing, flat roof, high
ceiling, and solid walls, optimizing both desert
architectural aesthetics and construction
efficiency within budget constraints.
• The earthy tone stucco finish demonstrates
consistency and respect to the vernacular desert
style, creating a harmonious integration with the
surrounding environment.

• The projector screen serves as a focal point for
activities and entertainment, injecting excitement
and cutting-edge technology into the project.

REFERENCE IMAGE OF

OUTDOOR MOVIE
BLDG HEIGHT - 23'
ENTRANCE HEIGHT - 25'
11 10 1 12
33 Item 4.
1 STUCCO WALL
2 PROJECTOR SCREEN 32'X14'
3 ROOF PARAPET

SPANISH TILE ROOF TO MATCH
SENIOR CENTER BUILDING 4
5 ENTRANCE HALLWAY
6 RECESSED WINDOW
7 WOOD DOOR
8 SIDE YARD GATE
9 WOOD AWNING

PROJECTOR SCREEN
32'X17' 10
11 TRANSLUCENT PANELS
12 WOOD SCREEN ELEMENT
13 CLEARSTORY WINDOW
14 ENTRANCE GATE

LEGEND - MATERIALS
PROJECT ADDRESS: PROJECT NUMBER: DATE: 12" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-3.2 DESERT STYLE - ALTERNATIVE PERSPECTIVE 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

NORTH PERSPECTIVE VIEW
FROM 7TH ST.

BLDG HEIGHT - 23'
ENTRANCE HEIGHT - 26'
14 13 6 10 1 12
34 Item 4.
1 STUCCO WALL
2 PROJECTOR SCREEN 32'X14'
3 ROOF PARAPET

SPANISH TILE ROOF TO MATCH
SENIOR CENTER BUILDING 4
5 ENTRANCE HALLWAY
6 RECESSED WINDOW
7 WOOD DOOR
8 SIDE YARD GATE
9 WOOD AWNING

PROJECTOR SCREEN
32'X17' 10
11 TRANSLUCENT PANELS
12 WOOD SCREEN ELEMENT
13 CLEARSTORY WINDOW
14 ENTRANCE GATE

LEGEND - MATERIALS
PROJECT ADDRESS: PROJECT NUMBER: DATE: 12" = 1'-0"
COACHELLA LIBRARY ANNEX RENOVATION A-3.3 DESERT STYLE - PERSPECTIVE 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

EAST PERSPECTIVE VIEW

FROM PARKING LOT

WEST PERSPECTIVE VIEW
FROM ORCHARD ST.

SOUTHWEST PERSPECTIVE
VIEW FROM ORCHARD ST.

BLDG HEIGHT - 23'
BLDG HEIGHT - 23'
BLDG HEIGHT - 16'
1 1 1
1 12 8
8 6 12
35 Item 4.

PROJECT ADDRESS: PROJECT NUMBER: DATE:

COACHELLA LIBRARY ANNEX RENOVATION A-5.1 PROPOSED PROGRAM ELEMENTS 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815

REFERENCE IMAGERY
• Maker's Space

TOURED OTHER LIBRARIES TO INFORM THE DECISIONS MADE FOR COMMUNITY OFFERING IN COACHELLA LIBRARY • Ceramic Studio & Textile Maker Space
• Media Lab & Recording Room
• Study Hall & Community Room
36 Item 4.

PROJECT ADDRESS: PROJECT NUMBER: DATE:

COACHELLA LIBRARY ANNEX RENOVATION A-5.2 EXISTING BUILDING DEFICIENCIES 1538 7th St,
Coachella, CA 92236
23X047.00 2024-0815
DEFICIENCIES FOUND IN EXISTING BUILDING:

Main Facade
No shear transfer
between the roof/ceiling
diaphragm and shear
walls
Tile Roof
Roof trusses have no
positive connections
required by code
No as-built drawings &
data for building
structural elements
between diagonals and
chord
No positive connections
of the post supporting
the roof beams
Hidden clerestory
windows lack of shear
transfer between roof
diaphragm and shear
walls below
No reinforcement in clay/masonry walls
37 Item 4.

STAFF REPORT
9/4/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: VMP Night Club & Event Center – Alcohol Sales and Entertainment Establishment Permit
SPECIFICS: Entertainment Permit No. 24-01 and Conditional Use Permit No. 380 for a nightclub and special event center to allow for live events and a Type 48 ABC license to allow the on-sale of beer, wine, and distilled spirits at the 5,867 SF commercial suite at 49974 Cesar Chavez Street. Applicant: Reyes Hernandez STAFF RECOMMENDATION:

Staff recommends that the Planning Commission adopt Resolution No. 2024-16 recommending to the city council to approve Conditional Use Permit (CUP) No. 380 for the Type 48 (On-Sale General – Public Premises) ABC license to allow the on-sale of beer, wine, and distilled spirits, and to adopt Resolution No. 2024-17 to approve Entertainment Permit 24-01 for a bar, nightclub, and event center.

BACKGROUND:

VMP Nightclub & Event Center is a proposed nightclub
establishment within a 5,867 SF commercial suite at 49974 Cesar Chavez Street at the commercial plaza at the northeast corner of Avenue 50 and Cesar Chavez Street. The property at 49974 Cesar Chavez Street was previously a furniture store prior to the commercial center remodel in 2015. In May 2015, the commercial center was approved for a remodel, and the 5,867 SF suite has been vacant ever since. The applicant is Reyes Ramirez Hernandez and two associates Hernandez Ilse Alicia and Samantha Aaliyah Hernandez. The applicant Reyes Ramirez Hernandez has operated other establishments that include Viva Mexico Tax & Travel at 52309 Cesar Chavez Street, and previously Mi Lindo Sinaloa at 49967 Cesar Chavez Street.

Figure 1 - Vicinity Map
38 Item 5.

ABC LICENSE DISCUSSION/ANALYSIS:

The applicant submitted a request for a CUP to allow the on-sale of beer, wine, and distilled spirits at the proposed nightclub and special event center at 49974 Cesar Chavez Street. The zoning designation of the commercial center is Downtown Town –Pueblo Viejo and allows liquor sales with approval of a CUP. The CUP findings are required to be made by the Planning Commission.

The subject site is located within Census Tract 9404 with a population of 6,242 person, where ABC concentration standards allow a maximum of 5 on-sale, and 3 off-sale licenses, where 20 active licenses exist. When it is determined by ABC that there is an undue concentration of onsale licenses, the Planning Commission must make findings that the public convenience or necessity justifies the issuance of the liquor license for the establishment.

Table 1 – On-Sale Alcohol Licenses
On-Sale Alcohol License within Census Tract 9404
Business Name Address License Type
1 FRATERNAL ORDER OF
EAGLES AERIE NO 2594
46425 TYLER ST 51 (Club)
2 FRATERNAL ORDER OF
EAGLES AERIE NO 2594
46425 TYLER ST 58 (Special On-Sale General)
3 SPOTLIGHT 29 CASINO 46200 HARRISON ST 47 (On-Sale General – Eating Place) 4 SPOTLIGHT 29 CASINO 46200 HARRISON ST 68 (Portable Bar License) 5 SPOTLIGHT 29 CASINO 46200 HARRISON ST 77 (Event Permit) 6 SPOTLIGHT 29 CASINO 46200 HARRISON ST 58 (Caterer’s Permit) 7 TAQUERIA ALLENDE 49715 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place)
8 SANTA FE RESTAURANT 46425 TYLER ST 47 (On-Sale General – Eating Place) 9 ASADERO LOS CORRALES 46425 TYLER ST 41 (On-Sale Beer and Wine – Eating Place)
10 EASTERN BUFFET 49939 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place)
11 PIZZA HUT 46200 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place)
12 CARNITAS LA PIEDAD

RESTAURANT INC
49625 US HIGHWAY 86 41 (On-Sale Beer and Wine – Eating
Place)
13 CARNITAS LA PIEDAD

RESTAURANT INC
49625 US HIGHWAY 86 58 (Caterer’s Permit)
14 MARISCOS GUAMUCHIL INC 49405 GRAPEFRUIT BLVD 47 (On-Sale General – Eating Place) 15 TACO SHOP 760 CORP 48975 GRAPEFRUIT
BLVD, STE 3
58 (Caterer’s Permit)
16 TACO SHOP 760 CORP 48975 GRAPEFRUIT
BLVD, STE 3
47 (On-Sale General – Eating Place)
17 LA NORIA FONDA CENADURIA
AND CAFÉ INC
49613 CESAR CHAVEZ ST 41 (On-Sale Beer and Wine – Eating Place)
18 MARISCOS EL PATRON 84400 INDIO BLVD 47 (On-Sale General – Eating Place) (SUSPENDED)
19 MI LINDO SINALOA 49291 GRAPEFRUIT
BLVD, STE 2
58 (Caterer’s Permit)
(SURRENDERED)
20 MI LINDO SINALOA 49291 GRAPEFRUIT
BLVD, STE 2
47 (On-Sale General – Eating Place)
(SURRENDERED)
*Surrendered licenses are counted by ABC towards the concentration of ABC licenses.

On-sale establishments may not fall within 700 feet of a church, school, park, playground, residence or another exiting on-sale use as measured from property line to property line. The 39 Item 5.
subject site is within 700 feet of the following active on-sale liquor uses; Santa Fe- Restaurant, Pizza Hut restaurant, Carnitas La Piedad restaurant, La Noria Fonda Cenaduria And Café. The subject site is within 700 feet of residential property to the west of the subject property, west of Cesar Chavez Street and south of Avenue 50.

Staff contacted Lieutenant Vasquez with the Riverside County Sheriff regarding any concerns about the proposed business. Lieutenant Vasquez identified a concern with the off-sale of liquor.

Off-sale of liquor is prohibited in the conditions of approval. Lieutenant Vasquez also identified the need for requiring metal detectors and placement of signage at the exterior that prohibits solicitors. the police requests are conditions of approval for the project. Lieutenant Vasquez did not identify further concerns with the proposed use and does not recommend any further conditions of approval. No comments have been received from the public concerning approval of the proposed CUP for Type 48 (On-Sale General – Public Premises) alcohol sales.

The total square footage of the commercial suite is 5,867 SF, with a sales floor area of 5,475 SF and a non-customer area of 392 SF, the total square footage of the commercial suite is 5,867 SF.

Alcohol is proposed to be stored within 14.46 SF within the office, and within 40.67 SF in display shelves behind the bar counter. This project does not exceed the 5% maximum sales floor area that may be dedicated to the display or sale of alcohol (273.75 SF). The project does not exceed the maximum 20%of gross floor area (1,173 SF) that may be dedicated to the display and storage of alcohol at the proposed establishment.

Hours of Operation:

The hours of operation for the establishment are listed below. Live entertainment may include live performances, live music, comedy shows, night club use, or other similar live entertainment uses. Indoor ambient music is not restricted. Special event rentals may include birthday parties, anniversaries, or similar uses with no live music permitted.

Regular Hours of Operation
a. 2PM – 10PM Monday thru Wednesday
b. 2PM – 2AM Thursday thru Sunday
Hours Restrictions
c. 1:30AM is last call for alcohol service
d. 9PM – 2AM Thursday – Sunday Live Entertainment Hours e. 2PM – 10 PM Wednesday – Friday Special Event Rental Hours f. 8PM – 1:30 AM – Allowed Dancing or Entertainment Hours ENTERTAINMENT PERMIT USE DISCUSSION/ANALYSIS:

The proposed VMP Night Club and Event Center is a proposed bar, nightclub, and event center that will also allow rental of the facility for special events. The establishment is planned to be 21 years of age and older. The floor plan of the VMP Nightclub includes an approximately 288 SF portable stage and a 393 SF dance floor area. The establishment has three different floor plan configurations that provide different table arrangements for a 403 person maximum occupancy.. 40 Item 5.

The establishment will not be a full-service restaurant but will have small prepackaged snacks and bar foods such as nachos, chips and salsa, etc.

SECURITY:

The applicant is required to have an approved security plan and camera plan by City Staff and the Riverside County Sheriff Department, per conditions of approval for this project. The security plan for the project requires events that exceed 50 guests to have a minimum of 5 total security guards. Any events that exceed 250 guests are required to provide 1 additional security guard per every additional 50 guests. There shall be a minimum of 1 security officer monitoring the parking lot, a minimum of 2 security officers at the main entrance, and a minimum of 2 security officers that roam the interior of the establishment. Security will help ensure that guests do not solicit outside the premises, control lines outside the main entrance, operate metal detectors, and patrol the interior of the site. At the closing time at2:00am, officers will do their best to ensure guests leave the building and security will monitor until 3 am on special event nights Thursday - Sunday.

Parking:

The shopping center is owned by two separate owners. The property owner owns 120 parking spaces at the center. The existing uses (Dollar Tree, Victory Liquor, and Aldinno’s apparel store) require 57 of the 120 parking spaces available. The applicant is required to accommodate 94 additional parking spaces for the proposed use. With the new proposed use, the applicant exceeds the 120 spaces available by 31 spaces. The applicant will be required to accommodate the 31 additional parking spaces with a park share use agreement or other parking measures and is a required condition of approval for the project.

The adjacent property with the Smart and Final business owns 145 parking spaces and is owned by a different owner. The Smart and Final only requires approximately 110 spaces, leaving 35 spaces of excess parking available. Staff finds that there is sufficient parking at that center to accommodate the 31 additional spaces required for the proposed nightclub.

Table 2 – Parking Calculation
Location Use Area Parking Ratio Required
Parking
VMP
Nightclub
Dance Floor 393 SF of
Dance
Floor
Dance Floor: 1 space per 30 SF 13 spaces
Waiting Area 1038 SF 1 space per 21 SF of assembly
area
49 spaces
Seating Area 96 seats 1 space per 3 seats 32 spaces
TOTAL 94 spaces
Dollar Tree Commercial 10,120 SF Commercial Ratio: 1 per 250 SF 41 Spaces 41 Item 5.

Victory
Liquor and
Aladinno’s
Commercial 3,922 SF Commercial Ratio: 1 per 250 SF 16 Spaces Total Required Parking 151 required
parking
spaces
required
Total Parking Available (Owner’s property) 120 spaces
provided
Environmental Setting:

The subject business at 49974 Cesar Chavez Street is along the Cesar Chavez Street commercial corridor surrounded by commercial uses, with adjoining zoning and land uses as follows:

North: Andy’s #5 and Pizza Hut (DT-PV, Downtown)
West: Victory Liquor store and Aladinno’s apparel store (DT-PV) South: American Tires (DT-PV, Downtown)
East: Dollar Tree and Smart & Final / (DT-PV, Downtown) LANDSCAPING/PARKING LOT:

The existing commercial site conditions include missing landscape materials and parking lot pavement deficiencies and requests these be improved as conditions of approval and subject to a maintenance agreement with the city.

SITE IMPROVEMENTS:

The applicant is required to make improvements
at the rear entrance to the property at Cesar
Chavez Street, which include construction of a
security fence, ADA ramp, trash enclosure, and
paving improvements. The security fence is
requested to control access and deter
trespassing. The ADA ramp will provide ADA
accessibility to the rear entrance. A new trash
enclosure would replace the existing chain link
enclosure that is in neglected condition. New
rooftop mechanical equipment is required to be
screened.

Figure 2 - Site Improvements
42 Item 5.

ENVIRONMENTAL REVIEW:

Staff has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as “Existing Facilities” (CEQA Guidelines, Section 15301). The proposed project consists of the operation, licensing and minor alteration of an existing private commercial structure involving negligible or no expansion of existing or former commercial use on the property. The subject site does not propose expansion of the existing floor area.

ALTERNATIVES:
1) Adopt Resolution No. 2024-16 and Resolution No. 2024-17 recommending that the City Council approve Entertainment Permit No. 24-01 and Conditional Use Permit No. 380 with the findings and conditions as recommended by Staff. 2) Adopt Resolution No. 2024-16 and Resolution No. 2024-17 with the findings and conditions as recommended by Staff with modifications as proposed by the Planning Commission. 3) Not approve Resolution No. 2024-16 and Resolution No. 2024-17 and request that staff prepare a Planning Commission Resolution for denial of Entertainment Permit No. 24-01 and Conditional Use Permit No. 380.
4) Continue this item and provide staff and the applicant with direction.

CONCLUSIONS AND RECOMMENDATIONS
Based on the analysis contained herein and the findings listed below, staff is recommending that the Planning Commission adopt Resolution No. 2024-16 and Resolution No. 2024-17 recommending that the City Council approve Entertainment Permit No. 24-01 and Conditional Use Permit No. 380 with the findings and conditions as recommended by Staff. Staff recommends that the Planning Commission makes the finding that the public convenience or necessity is justified to issue the Type 48 (On-Sale General – Public Premises).

Attachments:

1. Resolution No. 2024-16
a. Exhibit A – Conditions of Approval

2. Resolution No. 2024-17
a. Exhibit A – Conditions of Approval
b. Exhibit B – Development Plan Set

3. Security Plan

4. Landscape Exhibit

5. Vicinity Map

6. Site Photos
43 Item 5.

RESOLUTION NO. PC 2024-16

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

COACHELLA, CALIFORNIA RECOMMENDING TO THE CITY COUNCIL
APPROVAL OF CONDITIONAL USE PERMIT NO. 380 TO ALLOW THE BAR

USE AND THE ON-SALE BEER, WINE, AND DISTILLED SPIRITS SERVICE FOR THE 5,867 SQUARE FOOT VMP NIGHT CLUB AND EVENT CENTER OPERATING UNTIL 10 P.M. MONDAY THROUGH WEDNESDAY AND
UNTIL 2:00 A.M. THURSDAY TO SUNDAY (ABC LICENSE TYPE 48 – ON SALE GENERAL – PUBLIC PREMISES), IN AN EXISTING COMMERCIAL BUILDING LOCATED AT 49974 CESAR CHAVEZ STREET, (APN 603-310- 005); REYES RAMIREZ HERNANDEZ, APPLICANT.

WHEREAS, Reyes Ramirez Hernandez, with associates Ilse Alicia Sigler and Samantha Aaliyah Hernandez, filed an application for Conditional Use Permit No. 380 (CUP 380) to allow a 5,867 square foot bar, nightclub, and event center with service of beer, wine, and distilled spirits (ABC License Type 48 – On Sale General – Public Premises) in an existing commercial building located at 49974 Cesar Chavez Street; Assessor’s Parcel No. 603-310-005 (“Project”); and,
WHEREAS, the Planning Commission conducted a duly noticed public hearing on CUP No. 380 and also consideration of Entertainment Permit No. 24-01 on September 4, 2024 at 1515 6th Street, Coachella, California regarding the proposed Project; 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, the Project is permitted pursuant to Chapter 5.24 and Chapter 17.74 of the Coachella Municipal Code.

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 bar, nightclub, and event center with on-sale beer, wine, and distilled spirits; and,
WHEREAS, the site for 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, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
WHEREAS, the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

Attachment 1
44 Item 5.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California does hereby recommend approval of Conditional Use Permit No. 380, subject to the findings and conditions of approval listed below.

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 determines that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as an “Existing Facilities” project (CEQA Guidelines, Section 15301) as the proposed project and on-sale service of alcohol consists of the operation, licensing, and minor alteration of an existing private commercial structure involving negligible or no exterior expansion.

Section 4. Conditional Use Permit Findings
With respect to Conditional Use Permit No. 380, the Planning Commission finds as follows for the proposed on-sale alcohol request:

1. The proposed use will not be in conflict with, but will be in harmony with and in accordance with the objectives of the general plan because the proposed bar, nightclub, and event center use with alcohol sales is within the Downtown Center land use designation according to the General Plan 2035, which intends to provide convenient access and parking for motorists while also providing an attractive shopping environment. The on sale offerings of beer, wine and distilled spirits at VMP Nightclub and Event Center will provide a unique service to the Downtown Center and citywide that accomplishes the goals of the General Plan. The event center would help further the city’s goal to make Coachella a destination for tourism and entertainment by providing an entertainment attraction that is expected to provide entertainment for residents and bring in tourists from outside the city.

2. The proposed use will be located, designed, constructed, operated and maintained so as to be compatible with the existing character of the general vicinity and shall not change the essential character of the same area because the proposed use is within a zoning designation of ‘DT-PV' (Downtown) which permits bar and entertainment uses with alcohol service subject to obtaining a conditional use permit to sell alcoholic beverages.

The proposed use is located on Cesar Chavez Street and is compatible with the adjoining commercial uses and the conditional use permit can be revoked if any of the conditions of approval are violated.
45 Item 5.

3. Consideration has been given to harmony in scale, bulk, coverage and density, to the availability of public facilities and utilities, to harmful effect, if any, upon desirable neighborhood character, to the generation of traffic and the capacity of surrounding streets, and to any other relevant impact of development, because the existing commercial tenant space is within an existing commercial building with existing infrastructure available on-site for the bar, nightclub, and event center and an existing commercial parking lot.

4. Where the proposed use may be potentially hazardous or disturbing to existing or reasonably expected neighboring uses, it must be justified by the common public interest as a benefit to the community as a whole. As conditioned, the proposed use will provide for the sale of alcoholic beverages. The Riverside County Sheriff reviewed the conditions of approval for this project that pertain to security, and indicated that there are no concerns about the operations of this establishment, including service of on-sale beer, wine, and distilled spirit service. As such, there are no anticipated hazardous or disturbing effects to the existing and neighboring uses.

5. The proposed use provides vehicular approaches to the property designed for reasonable minimal interference with traffic on surrounding public streets or roads as the commercial center that the subject business is located in is already existing and traffic and vehicular approaches were already considered and approved by the City Engineer and the Planning Commission. The City of Coachella has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as an “Existing Facilities” project (CEQA Guidelines, Section 15301) as the proposed project and on-sale service of alcohol consists of the operation, licensing, and minor alteration of an existing private commercial structure involving no exterior expansion.

6. Although the VMP Nightclub and Event Center does fall within seven hundred (700) feet, measured from property line to property line, of residential uses, the benefit of the proposed bar, nightclub, and event center outweights the distance restrictions and the public convenience or necessity is justified to issue the on-sale beer, wine and distilled spirits license as the proposed bar, nightclub, and event center will offer a unique performance and entertainment venue that would be an entertainment destination for Coachella residents and to draw visitors from around the region. The project is on a major corridor and in the Downtown Center designation, which is envisioned to have such entertainment uses. The nearest residence is approximately 680 feet southwest from the project and is separated by Cesar Chavez Street and Avenue 50. The subject property is not within a 700 foot distance of a religious use.

7. Although the VMP Nightclub and Event Center establishment does fall within seven hundred (700) feet, measured from property line to property line, of an existing liquor on-sale use(Santa Fe-Resteraunt, Pizza Hut resteraunt, Carnitas La Piedad resteraunt, La Noria Fonda Cenduria and Café resteraunt), and residential property west of the subject property, the benefit of the proposed bar, nightclub, and event center outweighs the distance restrictions and the public convenience or necessity is justified to issue the 46 Item 5.
(Type 48 On-Sale General – Public Premises) alcohol license as the bar, night club, and event center will offer a unique amenity and entertainment venue in the downtown area available to Coachella residents. A condition of approval for CUP 380 requires that not greater than 20 percent of the gross floor area or 1,500 sq. ft. whichever is less is dedicated to a bar or storage, sales, and display of liquor/alcoholic beverages and said area is separated by physical barriers from the main seating area for serving meals.

8. The bar, nightclub and event center establishment at the location will not adversely affect the economic welfare of the nearby community, but rather would expand the availability of jobs and would serve as an anchor for the commercial center, which would also provide jobs and increase the City's sales tax revenues.

9. The exterior appearance of the structure of the proposed establishment will not be inconsistent with the exterior appearance of commercial structures already constructed or under construction within the immediate neighborhood so as to cause blight or deterioration, or substantially diminish or impair the property values within the neighborhood. The business is located in an existing commercial center that was approved under Architectural Review.

Section 5. Planning Commission Approval
Based on the foregoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella Planning Commission recommends approval of Conditional Use Permit No. 380 subject to and amended by conditions of approval in “Exhibit A.”
47 Item 5.

PASSED APPROVED and ADOPTED this 4
th of September 2024 by the following
vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Jason Hernandez
Planning Commission Chairperson
ATTEST:

Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:

Carlos Campos
City Attorney
48 Item 5.

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC2024-16 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 4
th of September 2024 by the following vote of the Planning Commission:

AYES:

NOES:

ABSENT:

ABSTAIN:

Gabriel Perez
Planning Commission Secretary
49 Item 5.

Resolution No. PC2024-16 EXHIBIT A
Exhibit A – Resolution No. PC2024-16
CONDITIONS OF APPROVAL FOR CONDITIONAL USE PERMIT NO. 380 General Conditions

1.) The conditional use permit shall expire and shall become void two years following the date on which the conditional use became effective unless alcohol sales is commenced within 12 months of the effective date of this Conditional Use Permit or an extension of time is reviewed by the Planning Commission. A request for time extension shall be filed in a timely manner with applicable fees.

2.) Conditional Use Permit No. 380 is an approval for the on sale of beer, wine and distilled spirits in conjunction with the VMP Night Club & Event Center. This approval is based on the floor plan submitted for the proposed project. Violation of any of the conditions of approval shall be cause for revocation of the Conditional Use Permit. The off-sale of alcohol shall be prohibited.

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.) The use shall meet the standards within the limits established by the Coachella Municipal Code as related to emissions of noise, odor, dust, vibration, wastes, fumes, or any public nuisances arising or occurring incidental to the establishment or operation.

5.) Not greater than 20 percent of the gross floor area or 1,500 sq. ft. whichever is less is dedicated to a bar or storage, sales, and display of liquor/alcoholic beverages and said area is separated by physical barriers from the main seating area for serving meals.

6.) Any break in service, meaning the closure of the establishment for a period of 180 consecutive days, will result in the expiration of this CUP.

7.) The applicant shall comply with all requirements and conditions of approval as included in Entertainment Permit No. 24-01.
50 Item 5.

RESOLUTION NO. PC 2024-17

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

COACHELLA, CALIFORNIA RECOMMENDING TO THE CITY COUNCIL
APPROVAL OF ENTERTAINMENT ESTABLISHMENT PERMIT NO. 24-01

TO ALLOW ENTERTAINMENT EVENTS WHERE ON-SALE BEER, WINE, AND DISTILLED SPIRITS SERVICE IS PROVIDED IN A 5,867 SQUARE FOOT

TENANT SPACE FOR THE VMP NIGHT CLUB AND EVENT CENTER, IN AN EXISTING COMMERCIAL BUILDING LOCATED AT 49974 CESAR CHAVEZ STREET (APN 603-310-005); REYES RAMIREZ HERNANDEZ, APPLICANT.

WHEREAS, Reyes Ramirez Hernandez, with associates Ilse Alicia Sigler and Samantha Aaliyah Hernandez, filed an application for Entertainment Permit No. 24-01 (EP No. 24-01) to allow a 5,867 square foot bar, nightclub, and event center with service of beer, wine, and distilled spirits (ABC License Type 48 – On Sale General – Public Premises) and live performances to include live musical groups, comedians, karaoke, and more Thursday through Friday in an existing commercial building located at 49974 Cesar Chavez Street; Assessor’s Parcel No. 603-310-005 (“Project”); and, WHEREAS, the Planning Commission conducted a duly noticed public hearing on Entertainment Permit No. 24-01 and also consideration of CUP No. 380 on September 4, 2024 at 1515 6th Street, Coachella, California regarding the proposed Project; 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, the Project is permitted pursuant to Chapter 5.24 and Chapter 17.74 of the Coachella Municipal Code.

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 bar, nightclub, and event center with on-sale beer, wine, and distilled spirits; and, WHEREAS, the site for 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, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
WHEREAS, the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California does hereby recommend approval of Entertainment Permit No. 24-01, subject to the findings and conditions of approval listed below.

Attachment 2
51 Item 5.

Section 4. Entertainment Establishment Permit Findings
With respect to Entertainment Permit No. 24-01, the Planning Commission finds as follows for the proposed entertainment permit request:

1. The information provided in the application is accurate, complete and truthful, as evidenced by staff and there are no known violations of any laws, ordinances, or regulations related to the applicant's fitness to manage or operate the proposed entertainment venue.

2. The applicant possesses the required moral character to comply with the requirements of Chapter 5.24 and the conditions of approval imposed herein. As conditioned, the proposed added security measures will ensure that the public safety for the business will be maintained to the satisfaction of the Chief of Police.

3. The applicant has sufficient resources and expertise to operate the proposed entertainment venue in a safe, professional and effective manner in accordance with the City's Municipal Code. The owner has successfully operated other like establishments within the city and at other cities including Viva Mexico Tax & Travel and Mi Lindo Sinaloa within the City of Coachella. The Riverside County Sherriff and City Code Enforcement reported no issues with the calls for service history at these establishments.

4. The proposed use will not be in conflict with, but will be in harmony with and in accordance with the objectives of the general plan because the proposed bar, nightclub, and event center use with alcohol sales is within the Downtown Center land use designation according to the General Plan 2035, which intends to provide convenient access and parking for motorists while also providing an attractive shopping environment. The on-sale offerings of beer, wine and distilled spirits at VMP Nightclub and Event Center will provide a unique service to the Downtown Center and citywide that accomplishes the goals of the General Plan. The event center would help further the 52 Item 5.
city’s goal to make Coachella a destination for tourism and entertainment by providing an entertainment attraction that is expected to provide entertainment for residents and bring in tourists from outside the city.

5. The City of Coachella has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act as an “Existing Facilities” project (CEQA Guidelines, Section 15301) as the proposed project and on-sale service of alcohol consists of the operation, licensing, and minor alteration of an existing private commercial structure involving negligible or no exterior expansion.

Section 5. Planning Commission Approval
Based on the foregoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella Planning Commission recommends to the City Council approval of Entertainment Permit No. 24-01 subject to conditions of approval in “Exhibit A”, and Development Plan Set “Exhibit B”.
53 Item 5.

PASSED APPROVED and ADOPTED this 4
th of September 2024 by the following
vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Jason Hernandez
Planning Commission Chairperson
ATTEST:

Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:

Carlos Campos
City Attorney
54 Item 5.

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC2024-17 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 4
th of September 2024 by the following vote of the Planning Commission:

AYES:

NOES:

ABSENT:

ABSTAIN:

Gabriel Perez
Planning Commission Secretary
55 Item 5.

Resolution No. PC2024-17 EXHIBIT A
Exhibit A – Resolution No. PC2024-17
CONDITIONS OF APPROVAL FOR ENTERTAINMENT PERMIT NO. 24-01 VMP

NIGHTCLUB AND EVENT CENTER
General Conditions

1.) Entertainment Permit No. 24-01 is an approval for an entertainment venue where alcohol may be served with entertainment from Thursday through Sunday. The approval is based on the site plan and floor plan submitted for the proposed project. Violation of any of the conditions of approval shall be cause for revocation of the Entertainment Permit No. 24-

01. 2.) 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.

3.) Any break in service, meaning the closure of the event venue for a period of 180 consecutive days, will result in the expiration of this Entertainment Permit.

4.) Entertainment Establishment Permit No. 24-01 shall be valid for 12 months commencing on the first day of the operation. A request for renewal must be submitted by the applicant in order to extend the term of the Permit after the initial term of 12 months has lapsed, at which time the City Council will review compliance with the conditions of approval and consider granting up to a 36-month renewal of the entertainment permit. Relinquishment of the entertainment permit will require an amendment to this resolution, subject to review by the City Council.

5.) Any violation of the conditions of approval for this project may result in the issuance of citations and fines, and may result in revocation of the Entertainment Establishment Permit.

6.) The use shall meet the standards within the limits established by the Coachella Municipal Code as related to emissions of noise, odor, dust, vibration, wastes, fumes, or any public nuisances arising or occurring incidental to the establishment or operation.

7.) The applicant shall comply with Noise Control standards of the Municipal Code (Chapter

7.04). No amplified sound equipment or live music performances are permitted to occur outdoors. Entrances shall be closed during events, and shall not be continuously left open for an extended period of time during events. The applicant shall mitigate noise levels if determined by the Code Enforcement Manager to be excessive through measures approved 56 Item 5.

Resolution No. PC2024-17 EXHIBIT A
by the Code Enforcement Manager and with consultation of a certified acoustical professional.

8.) The applicant shall comply with Municipal Code requirements of Chapter 5.24 – Entertainment Establishments where alcohol is served.

9.) The applicant shall comply with all requirements imposed by the State Department of Alcoholic Beverage Control.

10.) The applicant shall obtain all other applicable permits, if required, from the appropriate agencies (i.e. Fire Department, Building Division, City Engineering Department, Sheriff’s Department, and Department of Public Health, etc.).

Signage

11.) All exterior signage shall comply with the City of Coachella Sign Ordinance. Signage shall be approved by the Development Services Department and installed prior to Certificate of Occupancy. Signage shall be individual channel lettering or other high quality signage.

12.) Signage advertising brands of alcoholic beverages or the availability of alcoholic beverages shall not be visible from the exterior of the building or anywhere off-site.

Hours of Operation

13.) Hours of operation and restrictions for event venue are as listed below. Live Entertainment may include live performances, live music, comedy shows, night club use, or other similar live entertainment uses, this restriction does not apply to ambient music. Special event rentals may include birthday parties, anniversaries, or similar uses with no live music permitted. No dancing or entertainment shall be permitted prior to eight p.m. nor after onethirty a.m for all days. The City reserves the right to modify the hours of business operation after 12 months of continuous Entertainment establishment use has lapsed, based on information provided by the Coachella Police regarding calls for service.

14.) Any other proposed entertainment event beyond the scope of this permit shall require a special event permit to be approved by the City Manager's office. Said application and applicable fees shall be submitted a minimum of ten (10) working days, not including days when City Hall is closed, prior to the event.
57 Item 5.

Resolution No. PC2024-17 EXHIBIT A
Security

15.) The following preventative measures shall be undertaken to reduce the potential for alcohol related problems:
a. Food service, which may include snacks, shall remain available during all hours of operation;
b. Taxicab phone numbers shall be posted in visible locations at all times in the area(s) where alcohol is served;
c. All employees selling or serving alcohol shall be required to participate in an alcohol management training program prior to the operation of selling/serving alcohol. Applicant shall provide confirmation that employees to serve alcohol upon first event to City staff have obtained training and applicant shall obtain acknowledgement by the Development Services Director or designee that the training was completed; and
d. The availability of a variety of non- alcoholic beverages shall be made known and offered to customers.

16.) Management shall patrol the business premises, parking lot, and the surrounding vicinity, during the entertainment venue operation and until all patrons have left the parking area after operational hours. Management shall ensure that no littering, loitering, or consumption of alcohol occurs in and around the property.

17.) Any and all weapons shall be prohibited at the premises, outside the premises or at the parking lot outside the premises except by those individuals lawfully permitted to possess such.

18.) The Chief of Police shall have the authority and power to temporarily close the establishment when it becomes apparent that a situation exists wherein there is a probability that the general welfare and safety of the patrons or of the public may be in jeopardy. If closed under this condition, the premises will not be allowed to reopen before the beginning of regular business hours on the date following the closure.

19.) The applicant shall employ the use of hand- held metal detectors at all entrances to protect the safety and general welfare of patrons or of the public.

20.) A minimum of one licensed security officer will be required for Thursday through Sunday after 8 p.m. when any entertainment events occur (musicians, karaoke, or similar related entertainment activities), unless more security is required per the approved security plan for this project. Applicant shall comply with the required approved Security Plan for the project. Applicant shall meet the minimum security requirements and other security measures per the approved Security Plan.

21.) Licensed security guards shall be required for events that exceed 50 guests or when alcohol is served subject to the approved security plan. These guards must possess State of 58 Item 5.

Resolution No. PC2024-17 EXHIBIT A
California guard cards issues through the California Department of Consumer Affairs.

Additional guards shall be used as needed to adequately patrol the parking areas. The City Manager, Code Enforcement Manager or Chief of Police may administratively modify the entertainment permit security plan as deemed necessary to preserve the safety and welfare of guests and the public.

22.) A maximum of 403 total occupants are permitted on-site for events at any given time. The applicant shall maintain a count of all event participants on-site at all times during events.

Event counts for all events shall be maintained by event staff at the main entrance and made available upon request by the Coachella Police or City Staff.

23.) Applicant or property owner shall be responsible in installing security cameras in the parking lot to ensure that the Sheriff’s Department has video surveillance or evidence should any public safety issue arise from the establishment or proposed business use; such as, but not limited to fights, shootings, noise, public intoxication. Parking lot security cameras shall be installed prior to certificate of occupancy to the satisfaction of the Development Services Director.

24.) A camera plan shall be reviewed and approved by Coachella Police and Code Enforcement Division prior to occupancy and installation. Applicant is required to provide camera footage to City staff or Police based on any incidences of concern on the property or related to the nightclub operation.

25.) Applicant shall ensure to their best ability, that the area in front of nightclub is free of solicitors at all times of the day, which includes the tenant frontage directly adjacent to the nightclub, property frontage along Cesar Chavez Street, and shopping center parking stalls.

Signage that prohibits solicitors shall be posted outside of tenant premises.

26.) Applicant shall provide a patron line queue plan that shows how the event center will ensure that any queuing lines are organized, avoid any blockage of accessible pathways, and neighboring tenant entrances/exits are blocked off. Applicant shall submit for City review prior to certificate of occupancy. City Staff or Riverside County Sheriff Department may administratively approve and require modifications to patron line queue plan as deemed necessary to preserve the safety and welfare of guests and the public.

Improvements

27.) Exterior. Applicant or property owner shall improve exterior property area outside rear entrance which shall include replacement of missing rails, improvement of rear pavement to a first class condition, improvements at concrete landing at exit, landscape improvements within planter established adjacent to existing sidewalk, new tubular fencing and gate to control rear access, all trash bins shall be placed in improved trash enclosure for approval by the Development Services Department and completed prior to issuance of a certificate of occupancy and commencement of events.
e. 10 foot long landscape planter with irrigation, with a variety of shrub and flower varieties. Add ¾ inch gravel California Gold. Landscape Planter shall be constructed up to any required ADA access ramp. Shall provide varieties of 59 Item 5.

Resolution No. PC2024-17 EXHIBIT A
flowering and shrubs, and a shade tree. This may include bougainvillea shrubs, red yucca, agave, or other high quality desert landscape plants to be approved by the Director of Development Services.
f. Replacement of missing rails at exterior exit and stairs. g. Installation of ADA ramp improvements.
h. Trash Enclosure shall be constructed. Trash enclosure shall be designed to be compatible with the existing structure, and shall include overhead enclosure. The trash enclosure shall be of masonry construction with metal gates and shall be architecturally compatible with main commercial center. Trash enclosure shall be sufficient in size to fit trash bins. Please reach out to Cynthia Avalos – Burrtec [email protected] for trash enclosure requirements. Applicant shall submit trash enclosure plans to be approved and installed prior to Certificate of Occupancy
i. New approximately 6 ft high tubal fence and gate at rear entrance at Cesar Chavez Street is required to be installed. A knox box is required. The required rear fence and gate is required to completely enclose the rear area to prohibit vehicular and pedestrian trespassers. Fence design to be administratively approved by Development Services Director.
j. Pavement (concrete or asphalt) shall be installed at rear entrance at Cesar Chavez Street for all unimproved surfaces up to existing concrete pad behind the Dollar tree, approximately located 200 feet from the public R.O.W.

28.) Parking Lot. Applicant shall repair the on-site parking lot, curb, driveway, and driveway approach pavement to a high quality and safe condition in conformance with the standards of the City Municipal Code to the satisfaction of the City Engineer. Parking lot parking spaces to be restriped to the satisfaction of the City Engineer and Development Services Director.

29.) Landscape. Property Owner shall rehabilitate existing landscape and irrigation areas.

Landscape areas shall be rehabilitated along all landscape areas visible from the public R.O.W along Cesar Chavez Street, and all on-site parking lot landscape areas, to the satisfaction of the Director of Development Services. The property owner shall submit a final landscape exhibit or equivalent landscape document for entire center owned by the property owner, to be approved by the Development Services Director prior to Certificate of Occupancy. Property owner shall show on the required landscape submittal, and make the following improvements:
k. Replace missing, dead, or decaying landscaping.
l. Add ¾ inch gravel California Gold in all landscape areas visible from the public R.O.W along Cesar Chavez Street.
60 Item 5.

Resolution No. PC2024-17 EXHIBIT A
m. Add complete ¾ inch gravel California Gold or a combination of ¾ inch gravel and DG in all on-site parking lot landscape areas to ensure compatibility with entire center.
n. Shall provide varieties of flowering and shrubs. This may include bougainvillea shrubs, red yucca, agave, or other high quality desert landscape plants to be approved by the Director of Development Services.
o. Shall install landscape and irrigation at the southern rear entrance at Cesar Chavez Street.
p. Shall ensure new and existing on-site and off-site irrigation is in functional condition.
q. Landscape areas shall include shade trees, varieties of flowering and shrubs. r. Applicant shall install a weed fabric below DG and rock to prevent weeds for landscape areas to the satisfaction of the Development Services Director. s. Applicant may provide an alternative landscape design from the above landscape improvement requirements that ensures a first class landscape design to be approved by the Director of Development Services.

30.) Rooftop Equipment. Screening of new rooftop equipment is required. Exposed mechanical equipment shall be visually screened by a seventy-five (75) percent (minimum) opaque or solid, non-reflective visual barrier. The design and materials of the visual barrier shall comply with the following requirements: Screening be comprised of parapets, screen walls, trellis systems, or mechanical penthouses and shall include common design elements and finish materials of the building facades. Screening shall be as high and wide or higher and wider than the equipment it screens. Mechanical equipment screening shall be to the satisfaction of the Development Services Director.

31.) ADA accessible restrooms shall be provided and available to use by all guests on- site during events and shall require inspection by the Building Official prior to commencement under this entertainment permit. This condition shall be met to the satisfaction of the Building Official.

32.) All on-site and off-site requirements for the project shall be completed prior to Certificate of Occupancy to the satisfaction of the Development Services Director.

Maintenance

33.) Applicant or property owner shall enter into a Parking Lot and Landscape Maintenance Agreement with the City of Coachella for the commercial center landscape areas prior to Certificate of Occupancy. Maintenance Agreement shall ensure commercial irrigation and landscaping is maintained in a first class condition. Asphalt pavement shall be improved clear of cracks and other visible deterioration. Shall be met to the satisfaction of the City Engineer and Development Services Director. Landscape Maintenance Agreement shall 61 Item 5.

Resolution No. PC2024-17 EXHIBIT A
provide a detailed description that includes a list of plant types and plant counts that are required in each landscape area.

34.) The exterior area in front of nightclub and exterior area at the outside rear entrance shall be maintained in a good and clean condition at all times, and the owner or operator of the facility shall be responsible for the regular removal and clean-up of trash, visible spills, stains, debris, refuse, dirt, grime, weeds, and any other neglected or unkept condition.

General

35.) Parking. At the discretion of the Development Services Director, the Director may require parking improvement measures if it is determined that the parking impacts/demand from the businesses do not meet the current on-site or off-site parking supply.

36.) Applicant shall submit a Parking Share Use Agreement or equivalent parking measures prior to certificate of occupancy to meet parking requirements for the project, to the satisfaction of the Development Services Director.

37.) Burrtec. Applicant shall coordinate with Burrtec and meet their requirements for the project. This business may require the (3) waste program which include trash, recycling and organic recycling services.

38.) Any gate established at the rear entrance to the property along Cesar Chavez Street is required to be open on service days and be clear of obstructions for Burrtec services of bins.

The gate shall be closed once Burrtec services are complete.

Building

39.) Plans must be prepared by Licensed Design Professional.

40.) Show handicap access and seating at bar and all areas of the proposed seating areas.

41.) The proposed rear egress door shall have handicap accessibility to the public right of way.

The current rear door leads to non-accessible stairs. Show exterior path of travel at rear door.

42.) Maintain and repair handicap parking stalls, striping and ramps for the proposed TI.

43.) Stage shall be equipped with a ramp or lift for accessibility.

44.) Show 5’ radius at all accessible restrooms.

Utilities

45.) Is this project proposing using the same meter as Dollar Tree and same sewer connection?

46.) Project may be required to make its own separate connections to the water and sewer system
62 Item 5.

Resolution No. PC2024-17 EXHIBIT A

47.) Submit water and sewer plans to Engineering for approval from Utilities Manager

48.) Applicant will be required to submit a source control survey; all requirements shall be completed prior to issuance of a certificate of occupancy

49.) Detailed plumbing and mechanical plans shall be submitted

50.) Water & Sewer impact fees to be paid prior to certificate of occupancy

51.) Project must install a designated water service connection with a 4G AMI master meters.

52.) Backflows required on all nonresidential meters, backflow devices would require Reduced Pressure Principle Device (RP) within 12 inches of water service installed to protect water supply from contamination or pollution.

53.) Domestic water service line Type K Soft Copper Tubing Polywrap-C Blue (6Mil, use applicable size)

54.) Additional requirements subject to water and sewer plan checking process

55.) All new water and sewer service connections must be shown on water and sewer improvement plans.

56.) Plumbing blueprints depicting water, sanitary, industrial, and/or grease waste line. (all lines that are applicable)

57.) Domestic water and sewer point of connection to the City’s utilities.

58.) Plumbing code fixture schedule with total DFU’s listed.

59.) Complete wastewater discharge survey.

60.) For tenant improvements, current and proposed plumbing code fixture schedule must be provided

61.) Pretreatment equipment/Sample box: (if applicable) Provide manufacture specifications and sizing chart.

62.) Pretreatment Equipment Minimum Requirements
t. 750 gal minimum
u. Clean outs and vents before and after pretreatment equipment v. Sample box immediately downstream of the pretreatment equipment w. Multi suite buildings requesting pretreatment installation require separate sewer lateral connection per pretreatment device.
63 Item 5.

Resolution No. PC2024-17 EXHIBIT A
Fire

63.) Applicant shall satisfy all Fire Department conditions listed below, and all additional conditions requested from the Fire Department for the project prior to certificate of occupancy. All fire conditions for the project shall be addressed by the applicant to the satisfaction of the Fire Department.

64.) PRIOR TO FINAL- FIRE SPRINKLERS. Prior to issuance of Certification of Occupancy or Building Final, the applicant/developer shall install a fire sprinkler system based on square footage and type of construction, occupancy or use. Fire sprinklers plans shall be submitted to Fire Marshal’s office for approval prior to installation

65.) PRIOR TO FINAL- FIRE ALARM. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall install a fire alarm system monitored by an approved Underwriters Laboratory listed central station or as approved by Riverside County Fire, based on a requirement for monitoring the sprinkler system, occupancy, or use. Fire alarm panel shall be accessible from the exterior of building in an approved location. Plans shall be submitted to the Fire Marshal’s office for approval prior to installation.

66.) PRIOR TO FINAL- HAZMAT PLAN. Prior to issuance of Certificate of Occupancy, approval shall be required from the County of Riverside Community Health Agency (Department of Environmental Health) and Fire Marshal’s office to maintain, store, use, handle materials, or conduct process which produce conditions hazardous to life or property, and to install equipment used in connection with such activities.

67.) PRIOR TO FINAL- FIRE EXTINGUISHERS. Prior to issuance of Certificate of Occupancy, fire extinguishers of appropriate type and size shall be mounted in an accessible location within adequate travel distance.

68.) PRIOR TO FINAL KNOX BOX. Prior to issuance of Certificate of Occupancy, a “Knox Box Rapid Entry System” shall be provided. The Knox Box shall be installed in an accessible location approved by the Fire Code Official. All exterior security emergency access gates shall be electronically operated and be provided with Knox key switch for access by emergency personnel.

69.) PRIOR TO FINAL TANK PERMIT. Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer shall be responsible for obtaining underground and/or aboveground tank permit for the storage of combustible liquids, flammable liquids or any other hazardous material from both the County of Riverside Community health Agency Department of Environmental health and Fire Marshal’s office. 64 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
T-101
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
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A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Title Sheet
1 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
OCCUPANT LOAD ANALYSIS PER TABLE 1004.5 CBC 2022
AREA SQ.FT. LOAD FACTOR OCCUPANCY LOAD

ASSEMBLY / FIXED / UNCONCENTRATED /

STANDING SPACE
4735 SQ.FT. / 12 / SEC. 1004.5.1 393
RESTROOMS 392 SQ.FT. 0
STORAGE AREA 60 SQ.FT. / 300 1
STAGE AREA 288 SQ.FT. / 5 58
OFFICE AREA 200 SQ.FT. / 150 2
BAR AREA 192 SQ.FT. / 150 2
TOTAL OCCUPANT LOAD . 456
1 T-101
G-101
G-102
G-103
A-101
A-102
A-103A
A-103B
A-103C
A-104
A-105
A-106
A-107
A-108
A-109
A-110
A-111
E-1
E-2
E-3
M-1
P-1
P-2
P-3
Title Sheet
Cal Green
Cal Green
Cal Green
Site Plan
Expanded Site
Floor Plan A
Floor Plan B
Floor Plan C
Floor Dim
Reflected Ceiling Plan
Roof Plan
Accessibility Details
Accessibility Details
Typ. Metal Stud Detail
Typ. Metal Stud Detail
T-Bar Ceiling Details
Elec. General Notes
Electrical Plan
Title 24
Mech Plan
General Notes
Plumbing Plan
Pumbing Details & ISO
N

SUBJECT PROPERTY

SCOPE OF WORK
Symbols Legend
General Notes
Vicinity Map
Annotation Symbol - bottom half for sheet and top for item number
Door Symbol
Window Symbol
Section symbol
A
C
D B Interior Elevation symbol
Partial Section
Landscape Symbol
1 D1.1
VMP Night Club & Event Center
1 A4.1
1 A4.1
A4.1
1 Index to Drawings
New Tenant Improvement,
New Electrical, Plumbing, Mechanical
New Platform Stage
Building Data: Project Information
A
AA
1 49-974 Cesar Chavez Coachella CA
92236
Project Design & Drawings
Design & drawings by Bob Sipovac Sipovac Construction 72-651 Theodora Ln. Palm Desert Ca. 92260 760-779-0790 Lic # 581636
Project Engineering
N/A
Project Mechanical Design
Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
Owner Information
Daniel Glubaich
175 E Main St. Morgan Hill CA 95037
760-567-2347
Occupancy Load
Acceptance Tests Required per T-24

1. LTG-NRCC-LTI-E FORMS
OCCUPANCY B/A-2

TYPE OF CONSTRUCTION V-B
ASSEMBLY AREA 4,735 SQ FT.

OFFICE AREA 200 SQ FT.

TOTAL AREA 5,867 SQ FT.

SPRINKLERED Yes
STORIES 1

JURISDICTION COACHELLA

USE NIGHT CLUB
HEIGHT OF BUILDING 30
FT.

OCCUPANCY LOAD 456
REQUIRED EXITS PER CBC TABLE 1006.3.3 2
EXITS PROVIDED 2

OCCUPANT LOAD ANALYSIS FOR PLUMBING
FIXTURES TABLE 422.1 CPC 2022
4,735 SQ. FT. / 15 = 316
158 MALE, 158 FEMALE
MALE: 3 TOILETS, 3 LAVATORY 2
URINALS 2
FEMALE: 4 TOILETS, 2 LAVATORY
LEGAL DESCRIPTION:

LEGAL ADDRESS :

POR SEC 32 T5S R8E
APN # 603-310-005
Coachella Muni. Code
CONSTRUCTION HOURS:

October 1 - April 30 May 1 - September 30
Monday-Friday 7:00am-5:30pm Monday-Friday 6:00am-7:00pm Saturday 8:00am-5:00pm Saturday 8:00am-5:00pm
Sunday NOT ALLOWED Sunday NOT ALLOWED

GOVERNMENT HOLIDAYS NOT ALLOWED
Cesar C
havez St.

Grapefruit Blvd.

Department uses the following codes in
the plan check process and in field inspections:
2022 California Mechanical Code
2022 California Plumbing Code
2022 California Electrical Code
2022 California Energy Code
2022 California Building Standards Administrative Code
2022 California Fire Code
2022 California Green Building Code
Ave 50
65 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
G-101
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

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A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Cal Green
2 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.
[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹ 25% of EV capable spaces¹

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3 Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" ✓
✓
✓
✓
✓
✓
✓
66 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
G-102
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
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A T E O F C A L I F O R
N I A
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E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Cal Green
3 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O
3 /g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves 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.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a 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 Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
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67 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
G-103
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
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A T E O F C A L I F O R
N I A
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E N D E L L W . V E I T
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NO. C5297
REN. 11-30-25
Cal Green
4 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a 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 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

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 E 1333. 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 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

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 [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of 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 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of 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 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

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 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), 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 than one 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 California Code of Regulations, Title 17, commencing with Section 94507.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
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68 Item 5.

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DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-101
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
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S T A T
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W E N D E
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NO. C5297
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SitePlan
525
CONSULTANTS................

DESIGNARCHITECT:

WendellW. Veith
80-300UllswaterDr. Indio ca. 92203 760-953-4556 MECHANICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 ELECTRICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 CIVIL: GENERAL CONTRA CTOR.........

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

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1 A-101
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PEDESTRIANROUTEPEDESTRIANROUTE

PUBLIC SIDEWALK PUBLIC SIDEWALK

PEDESTRIANROUTE

PUBLIC SIDEWALK
267'-9 1/2"
370'-01/2"
160'-4 1/4"
60'-113/4"
89'-51/2"
14'-4 3/4"
94'-11/2"
10'-7 3/4"
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21'-3 3/4"
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05/10/24
OPTIONAL 4TH CHANNEL

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69 Item 5.

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MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-102
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

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S T A T
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ExpandedSite
625
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
ON

GNIKRAP
ON

GNIKRAP
potSleehW
potSleehW
potSleehWpotSleehWpotSleehWpotSleehW
ON

GNIKRAP
6 A-108
3 A-110
4 A-110
Gas
Meter
Slope12:1
Slope12:1
Slope 12:1
Slope 12:1
A-108
8 A-108
8 A-101
1 A-101
2 A-101
3 PEDESTRIANROUTEPEDESTRIANROUTE

PEDESTRIANROUTEPEDESTRIANROUTE

PUBLIC SIDEWALK

PEDESTRIANROUTE

PUBLIC SIDEWALK
60'-113/4"
89'-51/2"
14'-4 3/4"
94'-11/2"
10'-7 3/4"
25'-0"
24'-0"
10'-0"
21'-3 3/4"
(N)GATE
(N)TRASHENCLOSURE
(E)GATETOBEREPAIRED
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CLOTHINGSTORE

MOCCUPANCY

VICTORY

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A-2OCCUPANCY

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MOCCUPANCY
RAMP
RAMP

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(N)DRIVE ISLE

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CONCRETE
(E)FENCE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
APPROX.28PEOPLE IN QUEUE
05/10/24
N
1 1"=10'-0"
NOTE: NO AB

RUPTCHANGES INELEVATIONS
ALONGTHEPATHOFTRAVELSHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. INSPECTOR TO VERIFY NEW TENANT SPACE ACCESSIBLE PATH OF TRAVEL NOTE:
(AOccupancies)GroupAoccupancieswithanoccupant load greater than 100 and less than 300 shall have at lea st
oneexitthatdischargesonastreetoranunoccupied
spaceofnot lessthan20feet inwidththatadjoinsastreet
orpublicway.(CBCSection1030.3.1). CBC: (A Occupancies) Group A occupa ncieswithan
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requiredmeansofegressshall exitthroughoneofthe
following:(CBCSection1030.3.1)

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2.Egressthrougha lobbythat isnotusedtoaccessthe
otherrequiredexits.

3.Toaone-hourratedcorridortoanexit. 4. Continuous through a one-hour rated lo bbytoanexit.
70 Item 5.

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SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE A
-102A
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
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S T A T
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F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
LineQueuePlan
725
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
ON

GNIKRAP
ON

GNIKRAP
potSleehW
potSleehW
potSleehWpotSleehWpotSleehWpotSleehW
ON

GNIKRAP
6 A-108
3 A-110
4 A-110
Gas
Meter
Slope12:1
Slope12:1
Slope 12:1
Slope 12:1
A-108
8 A-108
8 A-101
1 A-101
2 A-101
3 PUBLIC SIDEWALK

PEDESTRIANROUTE

PUBLIC SIDEWALK
60'-113/4"
10'-7 3/4"
25'-0"
24'-0"
10'-0"
21'-3 3/4"
(N)GATE
(N)TRASHENCLOSURE

ROPEBARRIER

SECURITYSCANNING

TICKETSALES

LINEQUEUE
(E)GATETOBEREPAIRED
49972CESAR
CHAVEZ

ALADINNO'S

CLOTHINGSTORE

MOCCUPANCY

VICTORY

SPORTING
GOODS

MOCCUPANCY

VMPEVENT
CENTER
A-2OCCUPANCY

DOLLARTREE

MOCCUPANCY
RAMP
RAMP

RAMPRAMP
(N) PLANTER
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(E)FENCE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
APPROX.28PEOPLE IN QUEUE
71 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103A
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan A
8 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
1,064.97 sq ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
5 6

3.8 1
s
q
ft
3'-
8 "
" 8-' 3
" 4-' 33
1 6'-
1 1
/
4 "
" 4/ 1 2-' 8
8'-
9 1
/
2 "
" 4/ 1 9-' 33
1 0'-
2 1
/
2 "
" 8-' 3
3'-
8 "
3'-
8 "
" 8-' 3
3'-
8 "
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
o
c
c
u
pie
d.”

MAX CAPACITY
359 OCCUPANTS SIGN
114'-0"
O
F
FIC
E
M
E
N
S
R
O
O
M
W
O
M
A
N
S
R
O
O
M
J
A
NIT
O
R
S
C
L
O
S
E
T
RAB

RETNUOC
E
L
E
C. R
O
O
M
P
O
R
TA
B
L
E
S
TA
G
E
WATER

FOUNTAIN
R
O
O
F
A
C
C
E
S
S
D
A
N
C
E
F
L
O
O
R
LIQ. S
T
O
R
A
G
E
Waitin
g
A
r
e
a
B
A
R
RAB

RETNUOC
B
A
R
C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN
05/10/24

DOOR SCHEDULE
MARK
A
A
D
B
A
C
SIZE
W
4'-0"
5'-0"
6'-0"
3'-0"
3'-0"
2'-6"
HT
6'-8"
6'-8"
6'-8"
7'-0"
7'-0"
7'-0"
New Or Existing
Existing
Existing
New
New
New
New
Glazing Operation Type Opening Force
5 Lbs Max
5 Lbs Max
5 Lbs Max
5 Lbs Max
5 Lbs Max
Hardware
Panic hardware
Panic Hardware
Lever Hardware / Closer
Lever Hardware
Lever Hardware

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
1 1
1/4" = 1'-0"
NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1065 SQ. FT.

BAR SEATS = 10
BOOTHS = 1584”
WAITING = 564
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1065 / 15 71 OCC
BAR SEATS = 10 OCC
BOOTHS = 1584” / 24 66 OCC
WAITING = 564 / 5 113 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 359 OCC
72 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103B
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan B
9 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
1,199.56 sq ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
1'-8"
1'-6"
" 0-' 1
1'-8"
" 6-' 2
1'-
0 "
1'-
6 "
1'-
6 "
1'-
0 "
3'-
8 "
" 8-' 3
" 8-' 3
" 8-' 3
3'-
8 "
6'-
0 1
/
4 "
" 2-' 93
7'-
1 0
"
" 4/ 1 1-' 03
7 0

7.3 9
s
q
ft
3 0'-
5 3
/
4 "
" 2/ 1 5-' 04
" 4/ 3 5-' 72
1 2'-
5 1
/
2 "

MAX CAPACITY
381 OCCUPANTS SIGN
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
o
c
c
u
pie
d.”
114'-0"
O
F
FIC
E
M
E
N
S
R
O
O
M
W
O
M
A
N
S
R
O
O
M
J
A
NIT
O
R
S
C
L
O
S
E
T
RAB

RETNUOC
E
L
E
C. R
O
O
M
P
O
R
TA
B
L
E
S
TA
G
E
WATER

FOUNTAIN
R
O
O
F
A
C
C
E
S
S
D
A
N
C
E
F
L
O
O
R
LIQ. S
T
O
R
A
G
E
Waitin
g
A
r
e
a
B
A
R
RAB

RETNUOC
B
A
R
C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
1 NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1200 SQ. FT.

BAR SEATS = 10
BOOTHS = 1188”
WAITING = 708
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1200 / 15 80 OCC
BAR SEATS = 10 OCC
BOOTHS = 1188” / 24 50 OCC
WAITING = 708 / 5 142 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 381 OCC
73 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103C
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan C
10 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
932.68 sq ft
1 8

9.8 7
s
q
ft
1 6

2.8 9
s
q
ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
1,0
3 7.3
2 s
q
ft
" 4/ 3 3-' 15
2 3'-
8 3
/
4 "
" 4/ 3 7-' 72
1 0'-
1 1
3 /
4 "
" 4-' 82
1 3'-
4 1
/
4 "
3'-
8 "
" 8-' 3
3'-
8 "
" 8-' 3
3'-
8 1
/
4 "
" 8-' 3
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
o
c
c
u
pie
d.”

MAX CAPACITY
403 OCCUPANTS SIGN
114'-0"
O
F
FIC
E
M
E
N
S
R
O
O
M
W
O
M
A
N
S
R
O
O
M
J
A
NIT
O
R
S
C
L
O
S
E
T
RAB

RETNUOC
E
L
E
C. R
O
O
M
P
O
R
TA
B
L
E
S
TA
G
E
WATER

FOUNTAIN
R
O
O
F
A
C
C
E
S
S
D
A
N
C
E
F
L
O
O
R
LIQ. S
T
O
R
A
G
E
Waitin
g
A
r
e
a
B
A
R
RAB

RETNUOC
B
A
R
C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
TA
B
L
E
S
&
C
H
AIR
S
TA
B
L
E
S
&
C
H
AIR
S
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
1 NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1286 SQ. FT.

BAR SEATS = 10
BOOTHS = 0"
WAITING = 1038
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1286 / 15 86 OCC
BAR SEATS = 10 OCC
BOOTHS = 0” / 24 0 OCC
WAITING = 1038 / 5 208 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 403 OCC
74 Item 5.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-105
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
FloorDim1
125
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
"0-'6"0-'7"4-'81"0-'5"9-'05"0-'21
12'-7 3/4" 45'-0"
6'-7" 8'-1" 14'-7 3/4" 4'-11 1/4" 17'-5" 5'-6"
13'-4 1/4" 24'-0" 14'-3 3/4" 5'-6"
14'-8"
"6-'41"4-'61
"0-'21"4/16-'9"0-'3"4/33-'6"0-'5"9-'26
"11-'48"6-'3"8-'51"0-'6
5'-6"
4'-6"
1'-6"
1 05/10/24
1/4"=1'-0"
75 Item 5.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-106
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
ReflectedCeilingPlan
1225
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
(N)(N)(N)

HARD LID
8'-0" A.F.F.

F.S.K.
12'-0" A.F.F.

HARD LID
8'-0" A.F.F.

F.S.K.
12'-0" A.F.F.

T-BAR
8'-0" A.F.F.
(N)(N)(N)
(E) 6" x 29"
G.L.B.
(N)(N)(N)(N)
(N)
(N)(N)(N)(N)
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.

CELINGMOUNTEDLIGHT
NEWHVACsuppliesandreturns
NEWHVACsupplies
(N)(N)
(N)
NEW2'X4' FLUORESCENTLIGHT
(N)

NEWFAN-FLUSHMOUNTEDIN

CEILING

NEWEXITSIGN

NEWEMERGENCYEXITLIGHTING

W/BATTERYBACKUP
(N)
(N)
LEGEND
1 05/10/24

LOCALVENTILATIONRATESUMMARY
BATHROOMFANFLOW(EF-1)=80CFM
NUMBEROFNEWBATHROOMS=2
DUCTSIZE=4INCHES

MAXIMUMALLOWABLE
DUCTLENGHT=70FT
76 Item 5.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-107
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
RoofPlan1
325
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
WP
GFI W
P
GFI W
P
GFI WP GFI WP GFI WP GFI 20'-9" " 0-' 22 " 0-' 22 " 11-' 22 "01-'12
Bathroom Exhaust Vents
Bathroom Exhaust Vents
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40

SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAIN

OVER DOOR N( )

SECONDARY DRAIN

OVER DOOR (N) SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAINOVER DOOR N( )
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40
(N) CONDENSATE LINE3/4" TYPE PVC SCH 40(N) CONDENSATE LINE3/4" TYPE PVC SCH 40 RO

OFACCESS
H

ATCH

EQUIPMENT SCREEN

EQUIPMENT SCREENEQUIPMENT SCREEN

EQUIPMENT SCREENEQUIPMENT SCREEN
EQUIP. SCREEN GATE
(N). HVAC
(N). CURB
(N) 5 TON #5
(N). HVAC
(N). CURB
(N) 5 TON #2
(N). HVAC
(N). CURB
(N) 5 TON #3
(N). HVAC
(N). CURB
(N) 5 TON #5
(N). HVAC
(N). CURB
(N) 5 TON #4
1/4" PER FT.

SLOPE
1/4" PER FT.

SLOPE
EXISTING 4'' DIA. ROOF DRAIN W/
4'' DIA. OVERFLOW DRAIN
EXISTING 4'' DIA. ROOF DRAIN W/
4'' DIA. OVERFLOW DRAIN
(N). HVAC
(N). CURB
(N) 3 TON #6
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
05/10/24
15 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 CORNER WEIGHTS AND CLEARANCES 14 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 BACK VIEW AND CONDENSATE DRAIN LOCATION Base unit dimensions (cont)

AMERICAN WOOD COUNCIL
PRESCRIPTIVE DESIGN 3
WOOD FRAME CONSTRUCTION MANUAL 303
Table 3.26A Rafter Spans for Common Lumber Species
(Ceiling Not Attached to Rafters) Live Load = 20 psf, L/'LL = 180 LL = 20 psf
L/∆LL = 180
2x4 2x6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12
Joist Spacing
(in.) Species Grade (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) Douglas Fir-Larch SS 11 - 6 18 - 0 23 - 9 26-0† 26-0† 11 - 6 18 - 0 23 - 9 26-0† 26-0† Douglas Fir-Larch No.1 11 - 1 17 - 4 22 - 5 26-0† 26-0† 10 - 6 15 - 4 19 - 5 23 - 9 26-0† Douglas Fir-Larch No.2 10 - 10 16 - 10 21 - 4 26-0† 26-0† 10 - 0 14 - 7 18 - 5 22 - 6 26-0† Douglas Fir-Larch No.3 8 - 9 12 - 10 16 - 3 19 - 10 23 - 0 7 - 7 11 - 1 14 - 1 17 - 2 19 - 11 Hem-Fir SS 10 - 10 17 - 0 22 - 5 26-0† 26-0† 10 - 10 17 - 0 22 - 5 26-0† 26-0† Hem-Fir No.1 10 - 7 16 - 8 22 - 0 26-0† 26-0† 10 - 4 15 - 2 19 - 2 23 - 5 26-0† Hem-Fir No.2 10 - 1 15 - 11 20 - 8 25 - 3 26-0† 9 - 8 14 - 2 17 - 11 21 - 11 25 - 5 Hem-Fir No.3 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Southern Pine SS 11 - 3 17 - 8 23 - 4 26-0† 26-0† 11 - 3 17 - 8 23 - 4 26-0† 26-0† Southern Pine No.1 10 - 10 17 - 0 22 - 5 26-0† 26-0† 10 - 6 15 - 8 19 - 10 23 - 2 26-0† Southern Pine No.2 10 - 4 15 - 7 19 - 8 23 - 5 26-0† 9 - 0 13 - 6 17 - 1 20 - 3 23 - 10 Southern Pine No.3 8 - 0 11 - 9 14 - 10 18 - 0 21 - 4 6 - 11 10 - 2 12 - 10 15 - 7 18 - 6 Spruce-Pine Fir SS 10 - 7 16 - 8 22 - 0 26-0† 26-0† 10 - 7 16 - 8 21 - 9 26-0† 26-0† Spruce-Pine Fir No.1 10 - 4 16 - 3 21 - 0 25 - 8 26-0† 9 - 10 14 - 4 18 - 2 22 - 3 25 - 9 Spruce-Pine Fir No.2 10 - 4 16 - 3 21 - 0 25 - 8 26-0† 9 - 10 14 - 4 18 - 2 22 - 3 25 - 9 Spruce-Pine Fir No.3 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Douglas Fir-Larch SS 10 - 5 16 - 4 21 - 7 26-0† 26-0† 10 - 5 16 - 3 20 - 7 25 - 2 26-0† Douglas Fir-Larch No.1 10 - 0 15 - 4 19 - 5 23 - 9 26-0† 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 Douglas Fir-Larch No.2 9 - 10 14 - 7 18 - 5 22 - 6 26-0† 8 - 7 12 - 7 16 - 0 19 - 6 22 - 7 Douglas Fir-Larch No.3 7 - 7 11 - 1 14 - 1 17 - 2 19 - 11 6 - 7 9 - 8 12 - 2 14 - 11 17 - 3 Hem-Fir SS 9 - 10 15 - 6 20 - 5 26-0† 26-0† 9 - 10 15 - 6 19 - 11 24 - 4 26-0† Hem-Fir No.1 9 - 8 15 - 2 19 - 2 23 - 5 26-0† 9 - 0 13 - 1 16 - 7 20 - 4 23 - 7 Hem-Fir No.2 9 - 2 14 - 2 17 - 11 21 - 11 25 - 5 8 - 5 12 - 3 15 - 6 19 - 0 22 - 0 Hem-Fir No.3 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 6 - 5 9 - 5 11 - 11 14 - 6 16 - 10 Southern Pine SS 10 - 3 16 - 1 21 - 2 26-0† 26-0† 10 - 3 16 - 1 21 - 2 25 - 7 26-0† Southern Pine No.1 9 - 10 15 - 6 19 - 10 23 - 2 26-0† 9 - 1 13 - 7 17 - 2 20 - 1 23 - 10 Southern Pine No.2 9 - 0 13 - 6 17 - 1 20 - 3 23 - 10 7 - 9 11 - 8 14 - 9 17 - 6 20 - 8 Southern Pine No.3 6 - 11 10 - 2 12 - 10 15 - 7 18 - 6 6 - 0 8 - 10 11 - 2 13 - 6 16 - 0 Spruce-Pine Fir SS 9 - 8 15 - 2 19 - 11 25 - 5 26-0† 9 - 8 14 - 10 18 - 10 23 - 0 26-0† Spruce-Pine Fir No.1 9 - 5 14 - 4 18 - 2 22 - 3 25 - 9 8 - 6 12 - 5 15 - 9 19 - 3 22 - 4 Spruce-Pine Fir No.2 9 - 5 14 - 4 18 - 2 22 - 3 25 - 9 8 - 6 12 - 5 15 - 9 19 - 3 22 - 4 Spruce-Pine Fir No.3 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 6 - 5 9 - 5 11 - 11 14 - 6 16 - 10 Douglas Fir-Larch SS 9 - 10 15 - 5 20 - 4 25 - 11 26-0† 9 - 10 14 - 10 18 - 10 23 - 0 26-0† Douglas Fir-Larch No.1 9 - 5 14 - 0 17 - 9 21 - 8 25 - 2 8 - 4 12 - 2 15 - 4 18 - 9 21 - 9 Douglas Fir-Larch No.2 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 7 - 10 11 - 6 14 - 7 17 - 10 20 - 8 Douglas Fir-Larch No.3 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 6 - 0 8 - 9 11 - 2 13 - 7 15 - 9 Hem-Fir SS 9 - 3 14 - 7 19 - 2 24 - 6 26-0† 9 - 3 14 - 4 18 - 2 22 - 3 25 - 9 Hem-Fir No.1 9 - 1 13 - 10 17 - 6 21 - 5 24 - 10 8 - 2 12 - 0 15 - 2 18 - 6 21 - 6 Hem-Fir No.2 8 - 8 12 - 11 16 - 4 20 - 0 23 - 2 7 - 8 11 - 2 14 - 2 17 - 4 20 - 1 Hem-Fir No.3 6 - 9 9 - 11 12 - 7 15 - 4 17 - 9 5 - 10 8 - 7 10 - 10 13 - 3 15 - 5 Southern Pine SS 9 - 8 15 - 2 19 - 11 25 - 5 26-0† 9 - 8 15 - 2 19 - 7 23 - 4 26-0† Southern Pine No.1 9 - 3 14 - 3 18 - 1 21 - 2 25 - 2 8 - 4 12 - 4 15 - 8 18 - 4 21 - 9 Southern Pine No.2 8 - 2 12 - 3 15 - 7 18 - 6 21 - 9 7 - 1 10 - 8 13 - 6 16 - 0 18 - 10 Southern Pine No.3 6 - 4 9 - 4 11 - 9 14 - 3 16 - 10 5 - 6 8 - 1 10 - 2 12 - 4 14 - 7 Spruce-Pine Fir SS 9 - 1 14 - 3 18 - 9 24 - 0 26-0† 9 - 1 13 - 7 17 - 2 21 - 0 24 - 4 Spruce-Pine Fir No.1 8 - 10 13 - 1 16 - 7 20 - 3 23 - 6 7 - 9 11 - 4 14 - 4 17 - 7 20 - 4 Spruce-Pine Fir No.2 8 - 10 13 - 1 16 - 7 20 - 3 23 - 6 7 - 9 11 - 4 14 - 4 17 - 7 20 - 4 Spruce-Pine Fir No.3 6 - 9 9 - 11 12 - 7 15 - 4 17 - 9 5 - 10 8 - 7 10 - 10 13 - 3 15 - 5 Douglas Fir-Larch SS 9 - 1 14 - 4 18 - 10 23 - 9 26-0† 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 Douglas Fir-Larch No.1 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Douglas Fir-Larch No.2 8 - 2 11 - 11 15 - 1 18 - 5 21 - 4 7 - 0 10 - 4 13 - 0 15 - 11 18 - 6 Douglas Fir-Larch No.3 6 - 2 9 - 1 11 - 6 14 - 1 16 - 3 5 - 4 7 - 10 10 - 0 12 - 2 14 - 1 Hem-Fir SS 8 - 7 13 - 6 17 - 10 22 - 9 26-0† 8 - 7 12 - 10 16 - 3 19 - 10 23 - 0 Hem-Fir No.1 8 - 5 12 - 4 15 - 8 19 - 2 22 - 2 7 - 4 10 - 9 13 - 7 16 - 7 19 - 3 Hem-Fir No.2 7 - 11 11 - 7 14 - 8 17 - 10 20 - 9 6 - 10 10 - 0 12 - 8 15 - 6 17 - 11 Hem-Fir No.3 6 - 1 8 - 10 11 - 3 13 - 8 15 - 11 5 - 3 7 - 8 9 - 9 11 - 10 13 - 9 Southern Pine SS 8 - 11 14 - 1 18 - 6 23 - 8 26-0† 8 - 11 13 - 10 17 - 6 20 - 10 24 - 8 Southern Pine No.1 8 - 7 12 - 9 16 - 2 18 - 11 22 - 6 7 - 5 11 - 1 14 - 0 16 - 5 19 - 6 Southern Pine No.2 7 - 4 11 - 0 13 - 11 16 - 6 19 - 6 6 - 4 9 - 6 12 - 1 14 - 4 16 - 10 Southern Pine No.3 5 - 8 8 - 4 10 - 6 12 - 9 15 - 1 4 - 11 7 - 3 9 - 1 11 - 0 13 - 1 Spruce-Pine Fir SS 8 - 5 13 - 3 17 - 5 21 - 8 25 - 2 8 - 4 12 - 2 15 - 4 18 - 9 21 - 9 Spruce-Pine Fir No.1 8 - 0 11 - 9 14 - 10 18 - 2 21 - 0 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 Spruce-Pine Fir No.2 8 - 0 11 - 9 14 - 10 18 - 2 21 - 0 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 Spruce-Pine Fir No.3 6 - 1 8 - 10 11 - 3 13 - 8 15 - 11 5 - 3 7 - 8 9 - 9 11 - 10 13 - 9 †
12 16

19.2 See footnotes 1-3.

Dead Load = 10 psf Dead Load = 20 psf
Spans are limited to 26 feet in length.
24 Maximum Rafter Spans1,2,3
Copyright © American Wood Council. Downloaded/printed pursuant to License Agreement. No reproduction or transfer authorized. 1" 1 1/2" 1" B B C 1" 1 1/2" 1" 10" MIN. EQ

STRINGER

PER DET
4x4 MIN.(D.F.#2)

NEWEL POST

PLYWOOD
TREADS
1/4"ø x5"

LAG SCREWS B B C
1/4"ø x5"

LAG SCREWS

SHEAR TRANSFER DETAIL

ROOF SHEATHING

PER PLAN

CANTILEVER

TRUSS PER PLAN

SHEAR PANEL
TYPE 1 (U.N.O.).
2x BLOCKING
W/E.N.

E.N.

PARAPET

BY TRUSS
E.N.

E.N.

DBL TOP PLATES
2x PLATE W/ 16d's @ 6" O.C.

WHERE HDR OCCURS

SEE PLAN
(MIN.TYPE 1)
E.N.

HDR PER PLAN
(WHERE OCCURS)

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)

SIMPSON
A35 PER

SHEAR WALL

SCHEDULE
(MAX 24" O/C)
SIMPSON H1 (U.N.O.)
E.N.
2x FLAT BLK'G
E.N.

TYPE 1
(U.N.O.)
E.N.
2x FLAT BLOCKING
16d'S @
6" O/C

PARAPET
(SEE DETAIL 13/SD2)
TYPE 1
(U.N.O.)
E.N.

DBL TOP PLATES
2x STUD WALL
16d'S @
6" O/C

ROOF SCREEN CONNECTION DETAIL
9x5x1/4" THK

BASE PLATE

ROOF TRUSS
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
CONT. ROOF

SHEATHING
SIMPSON A35 EACH SIDE
OF BLOCK (TYP.)
4X8 FLAT BLOCKING W/E.N.

INLINE W/ ROOF SCREEN SUPPORTS
[MIN. 8FT]{SHOULD EXTEND
ONE BAY PAST SUPPORT}
SIMSPON CS14 STRAP OVER

ENTIRE LENGTH OF BLOCKING

ROOF TRUSS
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
[TYPICAL]
CONT. ROOF

SHEATHING
SIMPSON A35 EACH SIDE
OF BLOCK (TYP.)
4x8 FLAT BLOCKING UNDER

VERTICAL SUPPORT & DIAGONAL
BRACE SUPPORT[48" O/C TYPICAL]
{TO RECEIVE (4) 16d's @ EA END FROM TRUSS]

PARALLEL CONDITION

PERPENDICULAR CONDITION
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
[TYPICAL]
3/16
3/16" END CAP
3/16
HSS 2x2x3/16" ROOF SCREEN
DIAGONAL BRACE @ 96" O/C
9x5x1/4" THK

BASE PLATE
9x5x1/4" THK

BASE PLATE
CONT. HSS 2x2x3/16" ROOF SCREEN
HORIZONTAL ELEMENT{TOP & BOTTOM}
3/16
3/16
3/16
3/16
HSS 2x2x3/16" ROOF SCREEN
VERTICAL ELEMENT @ 48" O/C

ROOF SCREEN (BY OTHERS)
[CONNECTION TO FRAME BY
OTHERS]
45° 45°
6"
6"
36"
MIN. 12"
MAX 24"
3/16" END CAP
3/16
HSS 2x2x3/16" ROOF SCREEN
DIAGONAL BRACE @ 96" O/C
CONT. HSS 2x2x3/16" ROOF SCREEN
HORIZONTAL ELEMENT{TOP & BOTTOM} 3/16
3/16
3/16
HSS 2x2x3/16" ROOF SCREEN
VERTICAL ELEMENT @ 48" O/C

ROOF SCREEN (BY OTHERS)
[CONNECTION TO FRAME BY
OTHERS] 9x5x1/4" THK

BASE PLATE
(4) 16d's @ EACH

END OF BLOCK
[TYPICAL]
NOTE:
-TRUSS DESIGNER TO CONSIDER 1200 LBS AXIAL WIND LOAD (UP & DOWN) AT BRACE SUPPORT CONNECTION -TRUSS DESIGNER TO CONSIDER 75 PLF DEAD LOAD FOR VERTICAL SUPPORT CONNECTION

SHEAR TRANSFER

FLOOR TRUSS

PER PLAN
CONT. FLOOR

SHEATHING

CL'G BM PER PLAN
MAX 48"
SIMPSON A35

PER TABLE
2x MEMBER,IF TALLER THAN 12"
THEN CAN USE SHEAR TRUSS MIN.200 PLF
E.N.

SHEAR BLOCKING
W/ E.N. @ 48" O.C.

SHEAR WALL PER PLAN
(WHERE OCCURS)
A35 @ 24" O.C. BAC
A35 @ 12" O.C.

HGA10KT @ 8" O.C.
2x SILL PLATE W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 6" O/C)

STAIR DETAILS

STRINGERS
MAX.

SPAN
14'-0"
12'-0"
10'-0"
8'-0" 2x14 @ 12" O/C
2x16 @ 12" O/C
1 3/4" x 16" MICROLAM PER ARCH'L
PER
ARCH'L
2x4 P.T. PLATE (SEE
SN-1) ANCHORED WITH
SIMP. PHNW-72 SHOT
PINS 0.145ø w/ 3/4" MIN.

EMBED INTO CONC
@ 24"o.c. MAX. SECURE
STRINGER TO 2x4 PLATE
w/(3)16d TOE NAILS

PRESSURE TREATED
PLYWOOD SHIM w/ MIN.
(2)SIMP. PHNW-72 SHOT
PINS 0.145ø w/ 3/4" MIN.

EMBED INTO CONCRETE.
22GA SHEET METAL OR

WATER PROOF MEMBRANT

CAN BE USED AS AN ALTERNATE

PLYWOOD TREADS &
RISERS (MIN. 3/4")

PLYWOOD

SUBFLOOR
DBL. JOIST

OR BLOCKING
CONT. 2x PLATE
w/ 16d @ 8"o.c.

SEE TABLE. SPANS

ARE HORIZONTAL
PROJECTION LENGTH.
(ALT. LSL STRINGERS
OF THE SAME SIZES w/
Fb=1700psi (MIN.),
Fv=400psi (MIN.), &
E=1.3x10 psi (MIN.)

CAN BE USED

PLYWOOD TREADS
& RISERS (MIN. 3/4")
SIMPSON THA213, ALT.
(1)A35 EA. SIDE UP TO
MAX. 12'-0" SPAN*. USE
THA218/THA218-2
FOR 2x16/(2)2x16
2x6 LEDGER w/
(4)16d PER STUD
@ WALL CONDITION

APPROVED METAL

HANGERS OR
(1)A35 EACH SIDE
SEE TABLE. SPANS ARE HORIZONTAL
PROJECTION LENGTH. (ALT. LSL
STRINGERS OF THE SAME SIZES w/
Fb=1700psi (MIN.),Fv=400psi (MIN.),&
E=1.3x10 psi (MIN.) CAN BE USED

DOUBLE JOIST

OR HEADER
5 1/4" MIN. FOR 2x12,
7 1/4" MIN. FOR 2x14
& 9 1/4" FOR 2x16 @

NOTCH NO OVERCUT
@ 16" O/C
1 3/4" x 16" MICROLAM
@ 12" O/C
END LENGTH. END LENGTH. END LENGTH.

STUD, POST OR TRIMMER PER TABLE BELOW. DBL.

STUDS & STRAPS @ CONDITION "B"&"C" PROVIDE
EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS.

REFER TO PLANS & TABLE BELOW FOR
STRAP, # OF NAILS & END LENGTH AT
EA. END. (2) ROWS OF NAILS EA. STRAP.

DOUBLE TOP PLATE.

PROVIDE MIN. END DISTANCE
OF 1 5/8" FOR 16d NAILS.

SOLID RIM OR BLKG. SAME WIDTH AS POST
ABV. & BLW. @ LOCATION OF STRAP. WHEN
W/FLOOR. TRUSS, PROVIDE WEB FILLERS AS
NEEDED TO RECEIVE NAILING FROM STRAP.

SEE PLAN FOR
SHEAR WALL.

FLOOR SHTG. SEE PLAN.

STUD, POST OR TRIMMER PER TABLE
BELOW. DBL. STUDS & STRAPS @
CONDITION "B"&"C" PROVIDE EDGE NAILING
OF SHEAR PANEL ALONG ALL STUDS.

REFER TO PLANS & TABLE BELOW FOR
STRAP, # OF NAILS & END LENGTH AT
EA. END. (2) ROWS OF NAILS EA. STRAP.

LINE OF BLKG. UNDER SHEAR WALL.

CLEAR SPAN
2X SILL PLATE
STUD, POST OR TRIMMER PER TABLE BELOW. DBL.

STUDS & STRAPS @ CONDITION "B"&"C" PROVIDE
EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS.

SHEAR TRANSFER DETAIL

ROOF SHEATHING

PER PLAN

CANTILEVER

TRUSS PER PLAN

SHEAR PANEL
TYPE 1 (U.N.O.).
2x BLOCKING W/E.N.

E.N.

PARAPET BY TRUSS
E.N.

E.N.

DBL TOP PLATES
2x PLATE W/ 16d's @ 6" O.C.

WHERE HDR OCCURS
SEE PLAN (MIN.TYPE 1)
E.N.

HDR PER PLAN (WHERE

OCCURS)

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)
SIMPSON A35 PER

SHEAR WALL SCHEDULE
(MAX 24" O/C)
SIMPSON H1 (U.N.O.)
E.N.
2x FLAT BLK'G
E.N.

TYPE 1
(U.N.O.)
E.N.
2x FLAT BLOCKING
16d'S @
6" O/C

PARAPET
(SEE DETAIL 13/SD2)
CONT. FLOOR

SHEATHING

PER PLAN

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)
2x
WALL
E.N.

PER PLAN
2x SILL PLATE W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 6" O/C)
E.N.

TYPE 1
(U.N.O.)
2x STUDS
TAIL
CONT. ROOF

SHEATHING

OOF TRUSS
SIMPSON CS16 STRAP

OVER ENTIRE LENGTH

OF BLOCKING
3 BAYS, 2x BLOCKING
W/ E.N.

CONT. ROOF

SHEATHING

OOF TRUSS
SIMPSON CS16

STRAP OVER ENTIRE

LENGTH OF BUILDING
3 BAYS, 2x BLOCKING
W/ E.N.
2 56
89 11
14 NAME:

LITTLE MORONGO,

T HOT SPRINGS, CA
A.B. ANCHOR BOLT
ABV. ABOVE
BAR. REINF. BAR
BK'G. BLOCKING
BLW. BELOW
BM. BEAM
B.N. BOUNDARY NAIL
B.O.B BOTTOM OF BEAM
B.O.T BOTTOM OF TRUSS
B.W. BOTH WAYS
CF. CONTINUOUS FOOTING
CJ. CEILING JOIST
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
D. DEPTH
DBL. DOUBLE
D.F. DOUGLAS FIR
DIA. DIAMETER
(E) EXISTING
E.W. EACH WAY
E.J. EXPANSION JOINT
E.N. EDGE NAIL
F.G. FINISH GRADE
F.H. FULL HEIGHT
F.J. FLOOR JOIST
FL. FLUSH
FMG. FRAMING
F.N. FIELD NAIL
F.O.C. FACE OF CONCRETE
F.O.S. FACE OF STUDS
FTG. FOOTING
GALV. GALVANIZED
GLB. GLUE-LAMINATED BEAM
GR.BM. GRADE BEAM
H. HIGH
HDR. HEADER

HFX HARDY FRAME
HGT. HEIGHT
HORIZ. HORIZONTAL
K.P. KING POST
L. LOW
LG. LENGTH
LT.WT. LIGHT WEIGHT
L.V.L. LAMINATED VENEER LUMBER
MAS. MASONRY
M.B. MACHINE BOLT
MLB. MICRO=LAM BEAM
(N) NEW
N.G. NATURAL GRADE

O/C ON CENTER
PLWD. PLYWOOD
P.T. PRESSURE TREATED
REINF. REINFORCING

REQ'D REQUIRED
RF. ROOF
RR. ROOF RAFTER
T.O.B. TOP OF BEAM
V.I.F. VERIFY IN FIELD

FLOOR/ROOF

SHEATHING
2x PLATE
W/ 16d's PER SHEAR WALL
SCHEDULE (MAX. 6" O/C)
2x @ 16" O/C

SEE PLAN
L
(2) 1/4" DIAM.
x8" SDS
SCREWS @
EACH

CONNECTION
[TYPICAL]
ROOF

SHEATHING
15 SHEAR TRANSFER DETAIL
E.N.

FLOOR TRUSS

SHEAR TRUSS PER PLAN
FLOOR TRUSS (MIN. 200 PLF)
4x6 UNDER WALL ABOVE
E.N.
16d'S PER SHEAR WALL SCHEDULE
(MATCH SPACING OF S.W. TYPE
ABOVE) [MAX. 4" O/C]
CONT. FLOOR

SHEATHING

PER PLAN
2x SILL W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 4" O/C)
2x STUD WALL
E.N.

DBL TOP PLATES
2x STUD WALL

PER PLAN
SIMPSON A35 PER SHEAR WALL SCHEDULE
(MATCH SPACING OF S.W. TYPE BELOW)
[MAX. 16" O/C]
2x DIAGONAL BRACE
(SEE DETAIL 2/SD2)
1 1
1 1
RoofScreen
A-106
1 A-106
1 1/4"=1'-0"
A=7'-
0"
B
=5'-6
"

38.5S
Q.FT.AT
HVACF

OOTPRIN
T
770#A
LLOWA
BLE
DEADL
OADAT
HVAC
A
REA
HVAC
CURB
77 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-108
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
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A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Accessibility Details
14 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
33"-36"
17"-19"
19" MIN.
7"-9"
42" MIN
12"
40" M
A
X
36" MIN.
12" 24"
54" MIN.

ALL DISPENSERS
40" MAX TO HIGHEST

OPERABLE PART

REAR GRAB BAR ALLOWED
36" A.F.F. AT TANK-TYPE TOILET
MAX

GRAB BAR
MIN. MIN.

CL
CL

REAR WALL ELEVATION

SIDE WALL ELEVATION
33"-36"
CL
12"
1/4"
58"-60"
The color of the triangle
symbol shall contrast with
the color of the circle
symbol, either light on a
dark background or dark
on a light background.

The color of the circle
symbol shall contrast with
the color of the door or
surface on which the
combined circle and
triangle symbol is
mounted, either light on a
dark background or dark
on a light background
Geometric symbols at
entrances to toilet and
bathing rooms shall be
mounted at 58 inches
(1473 mm) minimum
and 60 inches (1524
mm) maximum above
the finish floor or ground
surface measured from
the centerline of the
symbol. Where a door is
provided the symbol
shall be mounted within
1 inch (25 mm) of the
vertical centerline of the
door.
34" M
A
X
9" MIN.
27" MIN.
29" MIN.
40" M
A
X
17"
6" MAX
8" MIN.
18"
17" MIN.
30" MIN.
48" MIN.
19" MAX

KNEE CLEARANCE

TOE CLEARANCE

BOTTOM OF MIRROR
MIN.

CL
CLEAR
FLOOR
SPACE

PIPE PROTECTION
COVER
11B-306.2 Toe Clearance 7/27/21, 11:40 AM
https://up.codes/viewer_export/juris_key/california/pub/int_building_code_2018/ref/new_11B-306.2 Page 1 of 1 11B-306.2 Toe Clearance
FIGURE 11B-306.2

TOE CLEARANCE
11B-306.2.1 General
Space under an element between the finish floor or ground and 9 inches (229 mm) above the finish floor or ground shall be considered toe clearance and shall comply with Section 11B-306.2. 11B-306.2.2 Maximum Depth
Toe clearance shall extend 25 inches (635 mm) maximum under an element.

Exception: Toe clearance shall extend 19 inches (483 mm) maximum under lavatories required to be accessible by Section 11B-213.3.4.
11B-306.2.3 Minimum Required Depth
Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (432 mm) minimum under the element.

Exceptions:

1. The toe clearance shall extend 19 inches (483 mm) minimum under sinks required to be accessible by Section 11B-212.3.

2. The toe clearance shall extend 19 inches (483 mm) minimum under built-in dining and work surfaces required to be accessible.
11B-306.2.4 Additional Clearance
Space extending greater than 6 inches (152 mm) beyond the available knee clearance at 9 inches (229 mm) above the finish floor or ground shall not be considered toe clearance. 11B-306.2.5 Width
Toe clearance shall be 30 inches (762 mm) wide minimum.

SIGNS
_____________________________________________________________ 308 The CalDAG™ - California Disabled Accessibility Guidebook ©2019 Michael P. Gibbens

INTERNATIONAL SYMBOL OF ACCESSIBILITY
J. The International Symbol of Accessibility consists of a white figure on a blue background. The blue shall be equal to Color No. 15090 in Federal Standard 595C. 11B-216.8, 11B-703.7.2.1 216.8, 703.7.2.1

EXCEPTION
The appropriate enforcement agency may approve other colors to compliment decor or unique design. The symbol contrast shall be light on dark or dark on light. 11B-703.7.2.1

DESIGNATIONS
Interior and exterior signs identifying permanent rooms and spaces shall comply with the Section 30 requirements for SIGNS, RAISED CHARACTERS, BRAILLE and VISUAL CHARACTERS. Where pictograms are provided as designations of permanent rooms and spaces, the pictograms shall comply and shall have text descriptions with compliant RAISED AND VISUAL CHARACTERS. 11B-216.2 216.2 Fig. CD-30GA

EXCEPTION
Exterior signs that are not located at the door to the space they serve shall not be required to have compliant Raised Characters. 5/8 MIN

UPPERCASE

CHARACTERS
1st FLOOR
1/32

CORRESPONDING

GRADE II BRAILLE
MEN
58 - 60

ACCESSIBLE

RESTROOMS
WALL-SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE (TYP.)
NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT
REQUIRED ON DOOR-MOUNTED SIGNAGE.
12 12

MEN WOMEN UNISEX RESTROOMS

DOOR-MOUNTED

SIGNAGE
2 MAX
RAISED

LETTERING
Fig, CD-30GA
Toilet and Bathing Facility Signs
Copyright © 2019 Michael P. Gibbens. ALL RIGHTS RESERVED. Accessed by Bob Sipovac ([email protected]), (-) Order Number #101333550 on Jul 26, 2022 10:52 AM (PDT) pursuant to License Agreement with Michael P. Gibbens. No further reproduction, no
101333550
A
17"-18" 18"
24"
6 0" MIN
48" MIN.
18"
3 2" MIN.
12"
54" MIN.

MIN. MIN.

MIN.

C
L
E
A
R
CL
CL
60"
MIN.

DIA. CLEAR
MAX
1'-0"
1 05/10/24
1 1/2"
WALL
1 1/4" TO 1 1/2"

NOMINAL

DIAMETER
32" CLEAR
32" CLEAR
36" MIN.
32" MIN.
36" MIN.
90°
90°

S STOPINGLE DOOR

DOUBLE DOOR

PASSAGE CLEARANCE

CLEAR OPENINGS MUST BE BETWEEN
THE DOOR IN ITS 90° OPENING

AND THE FACE OF THE STOP

CLEAR OPENINGS FOR TWO LEAF

DOORS MUST BE BETWEEN EITHER
DOOR IN ITS 90° OPEN POSITION

AND THE OTHER DOOR
AN ADULT SIZE WHEELCHAIR AVERAGES 27" IN WIDTH.

THE REQUIRED 32" OPENING ALLOWS 2 1/2" ON EACH SIDE
48" MIN.
4 8"
15" MIN.
48"
3 0" MIN.

X
Y
Z
48" MIN.
48"
3 0" MIN.
5 4" M
A
X
9" MIN.
10"
30"
24"
30"
2'-10"
4 6" M
A
X
10"
30"
4 8"
NOTE:

X SHALL BE ≤ 25" : Z SHALL BE ≥ X
WHEN X < 20" THEN Y SHALL BE 48" MAX
WHEN 20" ≤ X ≤ 25" THEN Y SHALL BE 44" MAX
MAX
MAX

HIGH FORWARD REACH LIMIT

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

HIGH & LOW SIDE

REACH LIMITS

MAXIMUM SIDE REACH

OVER OBSTRUCTION
MAX

CLEAR FLOOR SPACE

PARALLEL APPROACH
6 0" MIN.
18"
24"
12"
4 8" MIN.
54" MIN.
36" MIN. 6
0: MIN. 4
4" MIN.
4 4" MIN. 6
0" MIN.
24"

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS EQUIPPED

WITH BOTH A LATCH AND A CLOSER
MIN.

MIN.

PULL SIDE

CLEAR AT EXTERIOR DOORS

CLEAR AT INTERIOR DOORS

PUSH SIDE
MIN.
*
NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER *

PULL SIDE

PUSH SIDE
*
MIN.

PUSH SIDE

PULL SIDE
NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER *

FRONT APPROACH

HINGE APPROACH

LATCH APPROACH
1/2" M
A
X
3/8" MIN
T
O
1/2" M
A
X
3/8" MIN
T
O
3 Grab Bar Section 1" = 1'-0"
Forward & S 8 Door Width 3/8" = 1'-0" Maneuver 12 ide Reach Details 3/8" = 1'-0" 16 ing Clearances At Doors 3/8" = 1'-0" 9 DOOR STRIKE PLATE 1/4" = 1'-0" 5 Tactile Exit Sign 1/4" = 1'-0" Un 2 Single Accomodations Toilet Elevations 1/4" = 1'-0" isex Restroom Signage Detail 6 3/16" = 1'-0" Lavatory Clearances Detail 4 3/16" = 1'-0"
Toe Clearance Detail 13 1/4" = 1'-0"
Unisex Restroom Signage Detail 10 1:1.25
Single Accomodations Toilet 1 3/8" = 1'-0"
78 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-109
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Accessibility Details
15 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
1'-0"
7 "
2'-
0 "
VA
RIE
S
5 4
3 2
1 1. SIGN.

2. 1-1/2" SQ. X 1/8"
TUBE STEEL POST.

3. FINISHED GRADE.

4. CONCRETE FOOTING.

5. BOLT.
"Unauthorized vehicles parked in
designated accessible spaces not
displaying distinguishing placards
or special license plates issued
for persons with disabilities may
be towed away at owner's
expense. Towed vehicles may be
reclaimed at City RM or by
telephoning 619-200-9459
≥17" x 22" with lettering
not ≤1" in height
05/10/24

0.9"

0.45"

2.35"

0.2" H
EIG
H
T

0.9"

0.45"
A A

TAPERED EDGES

WHERE EXPOSED

BASE DIAMETER
TOP

DIAMETER

BASE DIAMETER
TOP

DIAMETER

NOMINAL

TRUNCATED DOME

SPACING

TRUNCATED DOME

SECTION A-A
A-107 A-107
4'-
0 "
5'-0"
5'-
0 "
5'-0"
8'-
6 "
6'-0"
BOTTOM

LANDING

RAMP RUN
TOP

LANDING
MIN
MIN
MIN

CHANGE IN

DIRECTION

RAMP RUN
MIN
16 A-108
(E) 18'-0"
(E) 144" (E) 108"
(E) 70 SQ. INCH

ACCESSIBILITY SIGN
PER SECTION 11B-502.6
(E) WHEEL STOP
(E) LOADING AND UNLOADING

ACCESS AISLE BORDER

PAINTED BLUE
(E) STRIPES AT 36" MAXIMUM

ON CENTER PAINTED

A COLOR CONTRASTING

WITH THE PARKING

SURFACE, PREFERABLY

BLUE OR WHITE
(E) TYPICAL PAVEMENT

SYMBOL PER
SECTION 11B-502.6
(E) WITHIN THE LOADING
& UNLOADING ACCESS

AISLE PAINT THE WORDS
"NO PARKING" IN 12" HIGH

MINIMUM WHITE LETTERS
(E) 5'-0" MINIMUM AT TYPICAL

ACCESSIBLE PARKING STALL
8'-0" MINIMUM AT VAN

ACCESSIBLE PARKING STALL
(E) DIMENSION TO

CENTERLINE

OF STRIPE
NO

PARKING

PEDESTRIAN ROUTE
(E) ACCESSIBLE PARKING
(E) VAN ACCESSIBLE

PARKING
(E)1:10 SLOPE (E)1:10 SLOPE
(E) 4'-0"
(E) 3'-0" (E) 3'-0" (E) 4'-0"
(E)1:12 SLOPE
(E)1:12 SLOPE
(E) STANDARD

ACCESSIBLE

PARKING
1 1
6" 15" 3" 8
0" MIN.
1'-0" Ø
3 2
1 VERIFY WITH LOCAL CONDITIONS.

AT VAN ACCESSIBLE SPACES.

ADDITIONAL SIGN ONLY REQUIRED

DEPARTMENT
ETC. WITH TRAFFIC ENGINEERING

VERIFY SIZE, COLOR, WORDING,

2. 1.

3. C
O
M
P
LY
WIT
H
L
O
C
A
L
C
O
D
E
S
VAN

ACCESSIBLE

MINIMUM
FINE $ 250.00
1 3
4" M
A
X.
3 4" M
A
X.
10 Accessible Parking Sign 1/16" = 1'-0"
Accessible Counter & Tableware Detail 11 3/8" = 1'-0"
14 Unathorized Vehicals 1/16" = 1'-0"
16 Truncated Domes 1' = 1'-0" 8 Accessible Ramp 3/8" = 1'-0" 6 Accessile Parking 3/16" = 1'-0"
79 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-110
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

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A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Typ. Metal Stud Detail
16 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

EXISTING ROOF RAFTERS
40 DEG TO 50 DEG
A.F.F.
10'-0" M
A
X
H

FASTEN BRACE TO
2 SIMPSON CFS10 #10

SELF TAPPING SCREWS
20 GAUGE METAL STUD @ 16" O.C.

ESR # 2457 MEMBER-362S200-33

TOP TRACK W/
BRACE 4'-0" O.C.

ALTERNATE DIRECTION BRACE

FASTEN BRACE TO
2 SIMPSON CFS10 #10

SELF TAPPING SCREWS

BOTTOM RAFTERS W/
PROVIDE 20 GAUGE MTL. STUD
MEMBER 362S137-33 @ 48" O.C. STAGGERED
USE CLARK WESTERN METAL STUDS ESR# 2457
5/8" DRYWALL
1 05/10/24
2" MIN. FROMEDGE OF SLAB
3" MIN.SPCAING

CONCRETE SLAB
(existing)
(1) #10 SIMPSON CFS10 SELF
TAPPING SCREW @ EACH FLANGE.

RUNNER TRACK

ATTACH TRACK TO SLAB
USING: 0.145" HILTI X-DNI @ 24" O.C.

LOCATED AS SHOWN ABOVE.
(FASTENER SIZE & QUANTITY AS
REQ'D PER DESIGN.)
ESR-1663
3 MIN.

FROM EDGE
4" MIN.

SPACING

TOP VIEW
6"
TRACK
JOIST
JOIST

LOAD BEARING
STUD
NO. 8 SCREW

AT EACH FLANGE
(4) NO. 8 SCREWS

THROUGH BOTH WEBS
(WEB STIFFENER IS REQUIRED

ONLY WHEN LOAD BEARING

WALL IS LOCATED ABOVE)
(2) NO. 8 SCREWS

THROUGH FLANGE
(EACH SIDE)
MIN
6" MIN.

SILL SEALER AS REQUIRED

FOUNDATION OR SLAB ON GRADE

ANCHOR BOLT OR OTHER CONNECTION

AS REQUIRED

STUD BLOCKING INSIDE WALL TRACK
(MINIMUM THICKNESS OF STUD)
(4) NO. 8 SCREWS THROUGH EACH FLANGE
NO. 8 SCREWS THROUGH EACH FLANGE
TRACK
STUD
6" MIN.
(4) NO. 8 SCREWS
ON EA. SIDE OF SPLICE

STUD SECTION

INSIDE TRACK
STUD
NO. 8 SCREWS
SPACED @ 1" O.C.

TYP.

SOLID STEEL PLATE,

C-SHAPE OR TRACK,
MIN. THICKNESS AS STUD

STRUCTURAL SHEATHING
NO. 8 SCREWS THROUGH

SHEATHING TO EACH

JACK AND KING STUD
AT 12" ON CENTER

JACK STUD(S)

KING STUD(S)

TRACK OR C-SHAPE
ATTACH WITH NO. 8 SCREWS
(MINIMUM DEPTH = HEADER
DEPTH MINUS 1/2 INCH)
TRACK
TRACK

CRIPPLE STUD
TRACK

C-SHAPES
(2) NO. 8 SCREWS AT 24"

ON CENTER, ONE PER FLANGE
(2) NO. 8 SCREWS AT 24"

ON CENTER, ONE PER FLANGE

STRUCTURAL SHEATHING
NO. 8 SCREWS THROUGH

SHEATHING TO EACH

JACK AND KING STUD
AT 12" ON CENTER
TRACK

KING STUDS(AS REQUIRED)

JACK STUDS(AS REQUIRED)
TRACK
2 X 2 CLIP ANGLE ATTACHED
WITH NO. 8 SCREWS,
MINIMUM LENGTH = WEB DEPTH
MINUS 1/2 INCH
(2) NO. 8 SCREWS AT 24"
ON CENTER (2 SCREWS

THROUGH TOP FLANGES
AND 2 SCREWS THROUGH

BOTTOM FLANGES)

BACK TO BACK

C-SHAPES
(2) NO. 8 SCREWS
AT 24" ON CENTER

CRIPPLE STUD

HEADER SPAN
(FEET)

BASIC WIND SPEED (MPH), EXPOSURE
85 B OR SEISMIC DESIGN
CATEGORIES A, B, C, D0, D1 AND D2
85 C OR LESS THAN 110B LESS THAN 110C
TABLE R603.7(2)

HEADER TO KING STUD CONNECTION REQUIREMENTS A,B,C,D
< 4'
> 4' TO 8'
> 8' TO 12'
> 12' TO 16'
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(6) NO. 8 SCREWS
(8) NO. 8 SCREWS
(6) NO. 8 SCREWS
(8) NO. 8 SCREWS
(10) NO. 8 SCREWS
(12) NO. 8 SCREWS
FOR SI: 1 INCH = 25.4 mm , 1 FOOT = 304.8 mm , 1 MILE PER HOUR = 0.447 m/s, 1 POUND = 4.448 N.

A) ALL SCREW SIZES SHOWN ARE MINIMUM

B) FOR HEADERS LOCATED ON THE FIRST FLOOR OF A TWO STORY BUILDING OR THE FIRST OR SECOND

FLOOR OF A THREE STORY BUILDING, THE TOTAL NUMBER OF SCREWS IS PERMITTED TO BE REDUCED BY 2 SCREWS, BUT THE TOTAL NUMBER OF SCREWS SHALL BE NO LESS THAN 4.

C) FOR ROOF SLOPES OF 6:12 OR GREATER, THE REQUIRED NUMBER OF SCREWS MAY BE REDUCED BY HALF, BUT THE TOTAL NUMBER OF SCREWS SHALL NOT BE LESS THAN FOUR.

D) SCREWS CAN BE REPLACED BY AN UPLIFT CONNECTOR WHICH HAS A CAPACITY OF THE NUMBER OF SCREWS MULTIPLIED BY 164 POUNDS(E.G., 12-NO. 8 SCREWS CAN BE REPLACED BY AN UPLIFT CONNECTOR WHOSE CAPACITY EXCEEDS 12 X 164 POUNDS = 1,968 POUNDS).

SIZE OF OPENING
(FEET-INCHES)
24" O.C. STUD SPACING
NO. OF JACK STUDS
TABLE R603.7(1)

TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF OPENING < 3'-6"
> 3'-6" TO 5'-0"
1 16" O.C. STUD SPACING
NO. OF KING STUDS NO. OF JACK STUDS NO. OF KING STUDS
1 1
1 2
2 2
2 > 5'-0" TO 5'-6"
> 5'-6" TO 8'-0"
> 8'-0" TO 10'-6"
> 10'-6" TO 12'-0"
> 12'-0" TO 13'-0"
> 13'-0" TO 14'-0"
> 14'-0" TO 16'-0"
> 16'-0" TO 18'-0"
2 3
1 2
2 2
2 2
3 3
3 3
1 1
2 2
2 3
3 3
3 4
1 2
2 2
3 3
3 4
4 4
3/4" (19mm)
STUD
TRACK

BEARING STIFFENER

HORIZONTAL

FRAMING
MEMBER
STUD
TRACK

BEARING STIFFENER

HORIZONTAL

FRAMING
MEMBER
CL

STUD CL

BEARING

STIFFENER
MAX
CL

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
MAX
CL

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
3/4" (19mm)
1/8" (3mm) MAX

FROM WEB OF

HORIZONTAL

FRAMING

MEMBER TO

EDGE OF

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
CL

VERTICAL

FRAMING
MEMBER
MAX
3/4" (19mm)

CENTERLINE OF WEB

BEARING CONDITION
2 1/2 IN. MAX
4 1/2 IN.

MAX
4 1/2 IN.

MAX
10 IN.

MIN
24 IN.

MIN
CL CL

CLIP TRACK FLANGE

AT LAP JOINT
20 GAUGE TRACK
#6 DRYWALL SCREWS
ESR#2196

WALL STUD
3 5/8 20 GAUGE @ 24" O.C.

ESR #2457 MEMBER-600S137-43

WALL BOARD FINISH
5/8" TYPE X

INTERIOR GYPSUM
(4) SIMPSON CFS10 #10 SELF TAPPING SCREWS AT LAPPED TRACK

CONNECTING CORNER STUDS
(2) SIMPSON CFS10 #10 SELF TAPPING SCREWS @ 24" O.C.
3 5/8 DIAGONAL STUD TOP OF WALL 5' LONG MIN.

W/ 4 SIMPSON CFS10 #10 SELF TAPPING SCREWS

ATTACHED TO WALL TRACK
NOTE: METAL STUD FRAMING - CLARK WESTERN ESR#2457
20 GAUGE TRACK
1 1/2 "
MAX
4 1/2 " MAX
10" MIN
24" MIN

PENETRATION
(HOLE, PUNCHOUT)

CL STUD & PUNCHOUT

HEAD/SILL TRACK

JAMB STUD

CUT TRACK FLANGE

AND BEND TO ALLOW

CONNECTION

JAMB STUD

HEAD/SILL TRACK

BEND PORTION

OF WEB DOWN

AND FASTEN TO

JAMB STUD

CUT TRACK AND BEND

TO ALLOW EXTENSION

OF FLANGES FOR

CONNECTION

HEAD/SILL TRACK

JAMB STUD

C-SHAPE FASTENED

TO JAMB STUD WITH

SCREWS AS REQUIRED

FRAMING MEMBER
MINIMUM 3 THREADS

SHOULD PROTRUDE

THROUGH STEEL
MINIMUM 3 EXPOSED THREADS

SHALL PROTRUDE THROUGH STEEL

HEX HEAD LOW PROFILE HEAD

SHEATHING

THICKNESS
WIRING

PLASTIC GROMMET
PIPING

PIPE INSULATION OR

PLASTIC GROMMET

JOIST WITH LARGE

WEB HOLES

TOP TRACK

BOTTOM TRACK

KING STUD

ONE SCREW PER

FLANGE OR TWO

SCREWS PER WEB

DOOR ROUGH OPENING
D
O
O
R
R
O
U
G
H
O
P
E
NIN
G

TOP TRACK

BOTTOM TRACK

KING STUD

ONE SCREW PER

FLANGE OR TWO

SCREWS PER WEB
WINDOW

ROUGH OPENING
WIN
D
O
W
R
O
U
G
H
O
P
E
NIN
G
Track Attachment Detail 10 1" = 1'-0"
1 Lapped Joist Supported on Interior Load Bearing Wall Detail 1/4" = 1'-0" Wall to Foundation Connection Detail 4 1/4" = 1'-0"
5 Track Splice & Hole Patch 3/16" = 1'-0"
Header Detail 16 3/16" = 1'-0"
In Line Framing Detail 15 3/16" = 1'-0"
9 Floor Joist Web Holes Details 1/4" = 1'-0"
Corner Framing Detail 2 3/4" = 1'-0"
Stud Web Holes Detail 7 1/4" = 1'-0" TYP. Head & Sill Detail 3 1/4" = 1'-0" Screw Attachment Detail 6 1/4" = 1'-0"
Wiring & Piping Installation Detail 8 1/4" = 1'-0"
TYP. Door Framing Detail 13 3/8" = 1'-0"
TYP. Window Framing Detail 14 3/8" = 1'-0"
11 WALL BRACING DETAIL 3/4" = 1'-0"
20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 80 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-111
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Typ. Metal Stud Detail
17 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
0"
1"
17'-3" VIF
5/8" GYP. BD.
20 GAUGE METAL STUD @ 16" O.C.

ESR # 2457 MEMBER-600S200-33

EXISTING SLAB
.145" HILTI X-DNI @ 24" O.C.

W/ 1 1/2" EMBEDMENT
ESR #1663
20 GAUGE SLOTED SLIP DEFLECTION TRACK
USE CLARK WESTERN MEMBER 600SLT250-20
UL 2079

EXISTING ROOF JOIST EXISTING ROOF SHEATHING
#8 WOOD SCREWS
10'-0" VIF
0"
1"

ROOF JOIST ROOF SHEATHING
5/8" GYP. BD.
20 GAUGE METAL STUD @ 16" O.C.

ESR # 2457 MEMBER-600S200-33

EXISTING SLAB
.145" HILTI X-DNI @ 24" O.C.

W/ 1 1/2" EMBEDMENT
ESR #1663
20 GAUGE SLOTED SLIP DEFLECTION TRACK
USE CLARK WESTERN MEMBER 600SLT250-20
UL 2079
#8 WOOD SCREWS
05/10/24
A Tradition of Innovation
Westbrook Concrete Block Co., Inc. 439 Spencer Plains Road Westbrook, CT 06498 t.860.399.6201 [email protected] page 1 of 1
Bearing Wall Rating - 2 HR.

Nonbearing Wall Rating - 2 HR.

1. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollow or solid.

Classificaon D-2 (2 hr).

Anchor Concrete Products, Inc.

Florida Rock Industries, Inc.

Pike Industries Inc., d/b/a Tilcon Whitcomb.

Westbrook Concrete Block Co., Inc.

2. Mortar - Blocks laid in full bed of mor tar, nom. 3 /8 in. thick, of not less than 2-1/4 and not more than 3-1/2 par ts of clean sharp sand to 1 par t Por tland cement (propor tioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.

3. Portland Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification. Attached to concrete blocks (Item 1)

4. Foamed Plastic* - (Optional - not shown) 1-1/2 in thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).

Celotex Corp. - Type Thermax
*Bearing the UL Classification Marking

UL FIRE RATED
Design No. U906
1 1 FULL HEIGHT WALL DETAIL 3/8" = 1'-0"
Full Height Wall Detail 2 3/16" = 1'-0"
3 WCB-FireRated-U906 1:1.33
4 GA-FILE-NO-WP-3430 1' = 1'-0"
20 GA. MTL STD DRYWALL BOTH SIDES
20 GA. MTL STD DRYWALL BOTH SIDES
81 Item 5.

SHEET OF

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DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-112
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
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N
D
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L
L
W. V
E

TI H, A
R
C
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TI E
C
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#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
T-Bar Ceiling Details
18 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
1 4
3 2
1 FIRE SPRINKLER HEAD PIPING
2 CEILING TILE
3 2" OVERSIZE RING, SLEEVE, OR ADAPTER
THROUGH CLG. TO ALLOW 1" MIN. MOVEMENT

IN ALL HORIZONTAL DIRECTIONS
4 ALTERNATE OPTION: PROVIDE RIGID BRACING AT EACH

SPRINKLER HEAD TO LIMIT LATERAL DEFLECTION
1 05/10/24

1. Luminaires) in Suspended Ceiling Systems (AC184). The lighting fixtures may also be attached to the framing
members with power-driven nails having a minimum shear
strength of 314 lbf (1395 N) and minimum tension strength of 137 lbf (609.6 N) for a No. 20/20 gage metal-to-metal connection.

NOTE

T-BAR CEILING GRID

ACOUSTICAL TILE

CEILING HANGER WIRE
12 GA. (SLACK) SUPPORT WIRES AT
OF 4' x 4' LIGHT FIXTURES, IF ANY.)
FIXTURE. (PROVIDE AT ALL 4 CORNERS

DIAGONALLY OPPOSITE CORNERS OF

LIGHTING FIXTURE TO

BE INSTALLED PER
1614A.1.12 CBC
ASCE 7-05-13.5.6.22
1 1/2" OF EYE, TYP.

MIN. WITHDRAWAL TENSION CAPACITY

CONCRETE, STEEL OR
3 TIGHT TURNS MIN. WITHIN

WOOD SUBSTRATE
BRACE ANCHOR WITH MIN.

COMBINED WITHDRAWAL

TENSION AND SHEAR CAPACITY
OF 325 LBS. SHORT DURATION

ADJUSTMENT MAYBE USED IF

PERMITTED BY PRODUCT'S

EVALUATION REPORT LISTING

VERTICAL WIRE HANGER ANCHOR WITH
OF 100 LBS. OR HIGHER, TYP.
4 TIGHT TURNS MIN. WITHIN
1 1/2" OF EYE, TYP.
8"
6' MAX 4' O.C. (5' O.C.) 4' O.C. (5' O.C.)
12' O.C. EACH WAY
90°
MAIN RUNNER AT 4" O.C.

SUPPORT WITH #12 HANGER WIRE AT 4' O.C.

OR #10 HANGER WIRE AT 5' O.C.

COUNTERSLOPE HANGERS
IF MORE THAN 1.6 OUT OF PLUMB

CROSS TEES

FIT BETWEEN

MAIN RUNNERS
COMPRESSION STRUT AT 12' O.C. EACH WAY BUILDING STRUCTURE

ADDITIONAL HANGERS

ALL MEMBERS WITHIN
8" OF PERIMETER

STABILIZER BAR BETWEEN ALL

MEMBERS AT ATTACHED SIDE

LATERAL

BRACING
SEPARATE SUPPORT PIPES, CONDUITS, ETC.

SECURE ALL HANGERS TO BUILDING STRUCTURE,

TRAPEZE AROUND DUCTWORK AND OTHER LARGE CONSTRUCTIONS
MAX

LATERAL

BRACING

STABILIZER BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE
7/8"
8" MAX
#6 WOOD SCREW
7/8"
WALL
ANGLE

APPROVED

FASTENER
7/8"
8" MAX

STABILIZER BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE

STABILIZER BAR

REQUIRED ONLY AT UNATTACHED END
TYPICAL 4' CROSS TEES 2' O.C.

HANGER WIRE WITHIN 8" OF WALL
HANGER WIRE WITHIN 8" OF WALL
7/8"
8" MAX

STABILIZER
BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE
#6 WOOD SCREW
7/8"
WALL
ANGLE

APPROVED

FASTENER

ATTACHED

UNATTACHED

UNATTACHED
8" MAX
7/8"
8" MAX
7/8"
7/8"
ACM7 WALL

ATTACHMENT CLIP
9 USG Drywall Suspension System
9 A
cross tee
main-tee splice
main tee
fire expansion
notch
12 ga. hanger wire

SHEETROCK
gypsum panel
Cross tee/main tee intersection Cross-channel detail
Perimeter detail—channel molding Perimeter detail—angle molding cross tee or
cross channel
screw into
molding at
perimeter
angle
molding

SHEETROCK
gypsum panel
B alt
9 fire expansion
notch
12 ga. hanger wire

SHEETROCK
gypsum panel
main-tee splice
main tee
cross
channel
9 A alt
main tee

SHEETROCK
gypsum panel
channel
molding
screw into
molding at
perimeter
B
9 9 USG Drywall Suspension System
9 A
main-tee splice
fire expansion
notch
Perimeter detail—channel molding Perimeter detail—angle molding cross tee or
cross channel
screw into
molding at
perimeter
angle
molding

SHEETROCK
gypsum panel
B alt
9 fire expansion
notch
main-tee splice
9 A alt
main tee

SHEETROCK
gypsum panel
channel
molding
screw into
molding at
perimeter
B
9 & OTHER OBSTRUCTIONS, TYP.

CHANNELS, BACK-TO-BACK @ DUCTWORK
PROVIDE TRAPEZE OF 2 - 1 1/4" COLD-ROLLED
SECURE ALL HANGERS TO BLDG. STRUCTURE OR
(E) PLUMBING

OUT OF PLUMB
WHERE HANGER IS MORE THAN 1:6

PROVIDE COUNTER SLOPE HANGERS
MECH. DUCT
BTW. MAIN RUNNER

CROSS TEES FIT

MAIN RUNNERS

VERTICAL STRUT
7/8" PERIMETER WALL ANGLE

BRACING WIRE
SEE

WIRE HANGER
TILE AT MIN. 3/4" FROM WALL
@ PERIMETER
(E) BLDG. STRUCTURE

CEILING GRID TO BE

HEAVY DUTY &

INSTALLED PER
ACM7 SEISMIC CLIP
3 T-Bar Brace 3" = 1'-0"
END OF DIAGONAL WIRE, TYP.
4 TIGHT TURNS MIN. WITHIN 1 1/2" AT EACH

PIPING OR DUCTWORK
25 GA. MIN. WIRE BRACING, TYP. IN 4 DIRECTIONS,
KEEP 6" CLEAR OF ANY UNBRACED HORIZONTAL
2" MAX.

MAX.
45 DEG.

MAX.
45 DEG.
90 DEG.
90 DEG.

MAIN RUNNER

CROSS RUNNER
12 GA VERTICAL WIRE HANGER
GRID SYSTEM TO BE INSTALLED PER Installed to ASTM C636 and ASTM E580 PROVIDE 1/2" CONDUIT EMT
FOR COMPRESSION STRUT.

SHALL BE FASTENED TO THE

MAIN RUNNER AND EXTEND
AND FASTEN TO THE STRUCTURE.

Susp. Ceiling Detail 8 1:12.00
1 Light Bracing 1" = 1'-0"
2 hanger Brace 3" = 1'-0"
Typ. Suspended Ceiling Installation Detail 5 3/16" = 1'-0" Unattached End of Grid Detail 6 1/4" = 1'-0"
Susp. Ceiling Detail 11 1/4" = 1'-0"
Perimeter Wires and Stabilizer Bar Detail 9 3/16" = 1'-0" TYP. Ceiling Grid Layout Detail 10 3/16" = 1'-0"
ACM7 Wall Attachment Detail 15 3/16" = 1'-0"
12 T-BAR PENETRATION DETAIL 3/8" = 1'-0"
Ceiling Detail 14 3/8" = 1'-0"
Ceiling Detail 13 1/2" = 1'-0"

HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM
2022
Installed to ASTM C636 and ASTM E580
82 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
E-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Elec. General Notes
19 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
J
J
B B
W W
60 2/30
2 S
S
1000
1600
300
400
7 MCP
300
400
60 40
1600
1000
HOME RUN (ARROWHEADS INDICATE # OF

CIRCUITS)

CIRCUIT

NEUTRAL

SWITCHED
LINE
EGC

CONDUIT CAP
BUSWAY

WIREWAY

EXISTING
REMOVE

NEW WORK

HIDDEN OR BURIED

KEYED NOTE

ELECTRICAL EQUIPMENT DESIGNATION
(SEE SCHEDULE)

FEEDER SIZE DESIGNATION
(SEE LEGEND)

NAMEPLATE DESIGNATION
(SEE SCHEDULE)
* *
5 3
5 3

GENERAL

SYMBOL DESCRIPTION

RACEWAY & CONDUCTORS

SYMBOL DESCRIPTION

CIRCUIT BREAKER (TRIP / FRAME)

DRAWOUT CIRCUIT BREAKER (TRIP / FRAME)

BUS PLUG CIRCUIT BREAKER (TRIP / FRAME)

MOTOR CIRCUIT PROTECTOR

DISCONNECT SWITCH (NUMBER INDICATES

AMPERAGE RATING)

FUSE (NUMBER INDICATES AMPERAGE RATING)

MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER
(TRIP / FRAME)

TRANSFORMER (DELTA-WYE WO/BONDING

JUMPER)

SINGLE-LINE DIAGRAM

SYMBOL DESCRIPTION

DEVICES

SYMBOL DESCRIPTION
X
X
X
X
X
X
P
T

STRIKE TERMINATION DEVICE

GROUND ROD

LIGHTNING PROTECTION

SYMBOL DESCRIPTION
T
PP-A
LP-1
AMPS

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMERICAN WIRE GAUGE

CONDUIT

EQUIPMENT GROUNDING CONDUCTOR

ELECTRICAL METALLIC TUBING

EMERGENCY POWER OFF

FULL LOAD AMPS

GROUNDING ELECTRODE CONDUCTOR

GROUND FAULT CIRCUIT INTERRUPTER

HORSEPOWER

INTERMEDIATE METAL CONDUIT

KILOVOLT AMPS

KILOWATT

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NATIONAL ELECTRIC CODE
POLE
PHASE

POLYVINYL CHLORIDE

RIGID METAL CONDUIT

SUPPLY SIDE BONDING JUMPER

SWITCHBOARD

TYPICAL

UNLESS OTHERWISE NOTED

VOLTAGE

VARIABLE AIR VOLUME
WIRE
WITH

WEATHERPROOF

ABBREVIATIONS
ABBREV. DEFINITION
A
AFF
AFG
AWG
C
EGC
EMT
EPO
FLA
GEC
GFCI
HP
IMC
KVA
KW
MCB
MLO
NEMA
NEC
P
ɸ OR PH
PVC
RMC
SSBJ
SWBD
TYP
UON
V
VAV
W
W/
WP

ELECTRICAL SYMBOLS LEGEND
VFD
2 3000/5
3 3
A
V
AS
VS
KW
L
N A
K
1 SPD
CR
1 LP-1
400A
300A
LP-1
MLO
225A
KVA
500
120/
208V
TR-1 480V
G

TRANSFORMER (DELTA-WYE W/BONDING

JUMPER)

SHIELDED TRANSFORMER

VARIABLE FREQUENCY DRIVE

MOTOR (NUMBER INDICATES HORSEPOWER)

PANELBOARD WITH MAIN CIRCUIT BREAKER

PANELBOARD WITH MAIN LUGS ONLY
HEATER
GROUND

GENERATOR

POTENTIAL TRANSFORMER (NUMBER INDICATES

QUANTITY)

CURRENT TRANSFORMER (NUMBERS INDICATE

RATIO AND QUANTITY)

AMMETER SWITCH

VOLTMETER SWITCH

AMMETER

VOLTMETER

KILOWATT METER

TRANSFER SWITCH

KEY INTERLOCK (NUMBER INDICATES KEY ID)

BATTERY

SURGE ARRESTOR

SURGE PROTECTIVE DEVICE

CONTROL RELAY (NUMBER INDICATES RELAY ID)

SINGLE-LINE DIAGRAM

SYMBOL DESCRIPTION
A
1,b
A
1,b
A
1,b
1,b
A
A
1,b
A
1,b
SWITCH, SINGLE POLE USE "X" TO
DESIGNATE DEVICE. TYPICAL OF MOST
SWITCHES 2 = DOUBLE POLE 3 = THREE WAY 4
= FOUR WAY K = KEY OPERATED OS =
OCCUPANCY SENSING a = LOWERCASE

SUBSCRIPT DESIGNATES CONTROL OF

PARTICULAR LOADS
LUMINAIRE, TROFFER (2'X4') A = FIXTURE
TYPE 1 = CIRCUIT NUMBER b =

SWITCH CONTROLLING

FIXTURE

LUMINAIRE WITH BATTERY
LUMINAIRE, TROFFER (2'x2')
LUMINAIRE, STRIP (1'x4')

LUMINAIRE, WALL MOUNTED

LUMINAIRE, CEILING MOUNTED

LIGHT POLE WITH LUMINAIRE

UNIT EQUIPMENT FOR EGRESS LIGHTING

EXIT LUMINAIRE, CEILING MOUNTED - SHADED
SIDE INDICATES FACE SIDE. PROVIDE

DIRECTIONAL ARROWS AS INDICATED ON PLANS

EXIT LUMINAIRE, WALL MOUNTED

SYMBOL DESCRIPTION
X

GENERAL NOTES

1. PERFORM INSTALLATION IN ACCORDANCE WITH THE 2022 CEC , NATIONAL

ELECTRICAL CODE (NEC), AND THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

2. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING

LABORATORY (NRTL) WHEN REQUIRED BY THE NEC OR IF IT CONTAINS A VOLTAGE THAT IS GREATER THAN 50VAC OR 100VDC.

3. FOR ELECTRICAL EQUIPMENT THAT CONTROLS OR SWITCHES 480 VOLT POWER

CIRCUITS, THE CONTACTS THAT CONTROL OR SWITCH THE POWER MUST BE RATED AT 600 VOLTS. THIS INCLUDES, BUT IS NOT LIMITED TO, CIRCUIT BREAKERS, MOTOR STARTERS, DISCONNECTS, TRANSFER SWITCHES.

4. ROUTE RACEWAYS TO SUIT EQUIPMENT AND BUILDING STRUCTURE. LIMIT THE

USE OF EMT TO AREAS WHERE IT WILL NOT BE SUBJECT TO PHYSICAL DAMAGE OR CORROSION. USE IMC, PVC, OR RMC FOR WORK EMBEDDED IN CONCRETE.

USE IMC OR RMC FOR WORK EXPOSED TO PHYSICAL DAMAGE. USE MINIMUM 3/4 INCH CONDUIT EXCEPT AS FOLLOWS: 1/2" CONDUIT MAY BE USED FOR CONTROL CIRCUITS; 3/8" FLEXIBLE METAL CONDUIT MAY BE USED TO CONNECT LIGHT FIXTURES IN SUSPENDED CEILINGS. USE LIQUID-TIGHT FLEXIBLE METAL

CONDUIT FOR FLEXIBLE CONNECTIONS TO EQUIPMENT IN MECHANICAL ROOMS OR OUTDOORS.

5. NEW BRANCH CIRCUITS SHALL BE LABELED AT THE ORIGINATING PANELBOARD, ON THE PANELBOARD LEGEND. THEY SHALL BE ALSO LABELED AT THE LOAD END ON THE RECEPTACLE, LIGHT SWITCH, OR THE PIECE OF EQUIPMENT (E.G.

MOTOR STARTER, SAFETY SWITCH).

6. RACEWAY PENETRATIONS THROUGH WALLS AND/OR FLOORS SHALL BE SEALED APPROPRIATELY WITH AN APPROVED SEALANT. IF THE PENETRATION IS

THROUGH A FIRE-RATED ASSEMBLY, IT MUST HAVE A NRTL LISTED FIRE SEAL WITH A STATEMENT OF SPECIAL INSPECTION.

7. INTERNAL RACEWAY SEALS FOR WATER, TEMPERATURE, AND/OR

RADIOLOGICAL SHALL BE IDENTIFIED FOR USE WITH THE CONDUCTOR OR CABLE INSULATION.

8. ELECTRICAL DRAWINGS ARE CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND SYSTEMS. COORDINATE ROUGH-IN REQUIREMENTS AND INSTALLATION REQUIREMENTS WITH OTHER TRADES.

9. ALL BRANCH CIRCUIT WIRING, RACEWAY, AND FEEDERS SHALL BE INSTALLED CONCEALED BEHIND BUILDING FINISHES UNLESS OTHERWISE NOTED.

10. PROVIDE ALL NECESSARY ANGLES, CHANNELS, SLOTTED CHANNEL, AND

SUPPORTS, AS REQUIRED TO ADEQUATELY SUPPORT ELECTRICAL RACEWAYS

AND ASSOCIATED EQUIPMENT IN A MANNER THAT DOES NOT OVERLOAD THE BUILDING STRUCTURAL SYSTEM.

11. THE NEC SIZE REQUIREMENTS FOR PULL BOXES, JUNCTION BOXES, AND CONDUIT BODIES ARE AS FOLLOWS:

13.1. USE 314.16 FOR CONDUCTORS 6 AWG AND SMALLER.

13.2. USE 314.28 FOR CONDUCTORS 4 AWG AND LARGER.

LIGHTING
12,700A
KVA
TR-1
500
120/
208V
480V
300A
300A
DUPLEX RECEPTACLE USE "X" TO
DESIGNATE DEVICE. TYPICAL OF MOST
RECEPTACLES GFCI = GFCI RATED GFCIP = GFCI PROTECTED WP =

WEATHERPROOF (IN-USE
COVER WG = WEATHERPROOF & GFCI
+84 = NON-STANDARD MOUNTING
HEIGHT. NUMBER INDICATES

INCHES AFF

SINGLE RECEPTACLE

DOUBLE DUPLEX RECEPTACLES

DUPLEX RECEPTACLE, SPLIT WIRED
SPECIAL PURPOSE RECEPTACLE.

USE SUBSCRIPT TO IDENTIFY TYPE ON PLANS

FLOOR MOUNTED RECEPTACLE

MULTI OUTLET ASSEMBLY

JUNCTION BOX

JUNCTION BOX, WALL MOUNTED

PHOTOCELL

SPEAKER, CEILING MOUNTED

SPEAKER, WALL MOUNTED

THERMOSTAT

FUSIBLE SAFETY SWITCH (NUMBERS

INDICATE FUSE/SWITCH SIZES)

NON-FUSIBLE SAFETY SWITCH (NUMBER

INDICATES SWITCH SIZE)

ELECTRICAL STARTER COMBINATION WITH
DISCONNECT 2 = NEMA STARTER SIZE 30
= CIRCUIT BREAKER OR DISCONNECT

SWITCH SIZE

ELECTRICAL STARTER OR MOTOR
CONTROLLER 2 = NEMA STARTER SIZE

TRANSFORMER

SWITCHBOARD, POWER PANELBOARD

LIGHTING PANELBOARD

MAXIMUM AVAILABLE FAULT CURRENT
1 05/10/24
83 Item 5.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE
E-2
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE:

ElectricalPlan
2025
72-651 THEODORA LN. PALM DESERT CA. 92260LIC. # 581636 OFFICE: 760-567-2347 FAX: 760-779-9525 .......

CONSULTANTS................

ENGINEERING:
#StructuralEngineering
MECHANICAL:

SipovacConstructionInc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 ELECTRICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 CIVIL: GENERAL CONTRA CTOR.........

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
NEW IL
UMIN
AT
EDEXIT
SIG
N
NEW

TELEPHON

E/DATAOUTL
ETWITH

UBSPORT
200AMP

ELECTRIC

ALPANEL
NEWOC

CUPANCY
SENSOR
NEWPH

OTOCELL
NEWCO

NTROLLED

RECEPTAC
LES

NEWRECE

PTACLE-WIT

HGROUNDFA
ULT; INTERRUPTER @ +12" - U.N.O. 120 VOLT NEW EXHAUST FAN NEW LED HIGH BAY

EXISTIN

GRECEPTA
CLE-@+1
2"-U.N.O.
120VOLT

TAMPER-

RSISATANT
ELECTR
ICALLE
GEND
N
EW
2'x4'F
LUO
RESC
ENT
T5
ELEC
50W
,25W
NEWOC

CUPANCY
SENSOR
CR
PC
OC
GFI 44" A
FF
OC
WP

GFI DPLED
A
B
AS
SWITC

H-SINGLE
POLE@+
42"-(U.N.O.)

THERMOS
TAT-@+
60"
LIG
HT-WAL

LMOUNTE
D27W

RECEPTA

CLE-WAT

ERPROOF

W/GROUN
D

FAULT IN
TERRUP
TER@+1
2"-U.N.O. DIMMER SWITCH - SINGLE POLE @ +42" -(U.N.O.) RMJS8DTVB Lutron Wireless Dimmer DOUBLE POLE SWITCH - THREE WAY @ +42" - U.N.O. LIGHT - FLUSH MOUNTED IN CEILING (ROUND FIXTURE) ASTRONOMICAL CLOCK EMERGENCY LIGHTS Edge-Lit Exits

LRP EL N

LED LAMPS EMERGENCY
LRP 120/277
Family Housing color Number of faces Letters/background Directional indicators 1 Input voltage
LRP LED (blank) Brushed aluminum W White B Black
BZ Bronze
BS Polished brass U Unfinished
1 Single face 2 Double faceRW Red on white
RC Red on clear (single face only)
RMR Red on mirror (simulates clear background
for double-face exits)
GW Green on white
GC Green on clear (single face only)
GMR Green on mirror (simulates clear background
for double-face exits)
(blank) None
LA Left
2 RA Right
2 LRA Left and right
DA Double face
3 120/277 Dual voltage
ORDERING INFORMATION For shortest lead times, configure products using bolded options. Example: LRP 1 RMR LA 120/277 EL N

EMERGENCY LRP EL N
Accessories4,6: Order as separate items.

ELA R LRIS 120/277 EL N Single-face, red LED emergency rough-in section ELA G LRIS 120/277 EL N Single-face, green LED emergency rough-in section ELA R 2LRIS 120/277 EL N Double-face, red LED emergency rough-in section ELA G 2LRIS 120/277 EL N Double-face, green LED emergency rough-in section

FEATURES & SPECIFICATIONS
INTENDED USE — Suitable for architectural applications where aesthetics and superior performance are required.

CONSTRUCTION — High-polish, injection-molded virgin acrylic panel, ultrasonically welded to eliminate visible hardware. Graduated depth of molded letters provides uniform light distribution on graphics.

Standard housing finish is brushed aluminum.

Precision-molded, textured letters – 6” high with 3/4” stroke, with 100 ft viewing distance rating, based upon UL924 standard. Chevron indicator direction must be specified.

Recessed rough-in section constructed of 20-gauge, die-formed galvanized steel. Extruded aluminum housing trim mounts flush onto wall or ceiling.

ELECTRICAL — Sealed, maintenance-free nickel cadmium battery delivers 90 minutes capacity to lamp.

Constant-current series charger, 24-hour recharge after 90-minute discharge.

Polarized battery connector simplifies installation and maintenance; prevents charger damage due to improper connection.

OPTICS — LEDs mounted on printed circuit board. The typical life of the exit LED lamp is 10 years.

Low energy consumption – only 2.3W for 120V single-face red sign; 1.7W for 120V single-face green sign.

INSTALLATION — Recessed mount – rough-in section for back, ceiling or end mounting. Fits into minimum wall or ceiling opening 13-5/8” L x 4-1/2” W x 3-1/8” D.

Adjustable T-bar hangers adapt mounting tray for mounting in suspended ceilings or variable-size framed openings. Trim ring has 3/4” variable depth adjustment to ensure flush fit against surface of wall or ceiling.

Plug-in wire connections and self-captive mounting screws for mounting panel/trim to rough-in section.

LISTINGS — UL listed. Non-IC recessed mounting. Meets UL 924, NFPA 101 (current Life Safety Code), NEC and OSHA illumination standards, and State of Minnesota requirements for less than 20W energy consumption. NEMA Premium certified.

WARRANTY — 5-year limited warranty, including lamps. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx NOTE: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25°C.

Specifications subject to change without notice.

Notes 1 See chart on back for more information. 2 Only available with single face. 3 Only available with double face. 4 When ordering rough-in separately, all options must be included with rough-in nomenclature. Example: ELA R LRIS 120/277 EL N FA. 5 Choice of F or FI. Not available with both. 6 Rough-in supplied standard with exit unless PNL suffix is specified. Order separately only if needed for early installation.

Catalog
Number
Notes
Type
EL N
Emergency operation Mounting Item type Options
4 EL N Nickel cadmium battery (blank) Ceiling or back mount EM Recessed end mount
(blank) Complete exit panel and rough-in section
PNL Panel assembly only
FI Fire alarm interface
5 F Flashing emergency operation (one flash/second)
5 FA Flashing emergency operation and intermittent audible alarm Catalog
Number
Notes
Type

ORDERING INFORMATION
All dimensions are inches (centimeters) unless otherwise indicated.

FEATURES & SPECIFICATIONS

INTENDED USE
Suitable for emergency lighting applications such as stairways and hallways.

CONSTRUCTION
Injection-molded, flame-retardant, high-impact, thermoplastic housing with snap-fit design components with LED lamps for easy installation. Universal J-box pattern. Track and swivel arrangement permits full range of lamp adjustment.

OPTICS
The typical life of the LED is 10 years. Two 1.8W LED lamps for emergency light.

ELECTRICAL
Dual-voltage input 120V or 277V AC. Emergency unit provided with test switch, status indicator and rechargeable battery. Maintenance-free nickel-cadmium battery provides 90 minutes of emergency power.

LISTINGS
UL Listed. Meets UL 924, NFPA 101, NFPA 70-NEC and OSHA illumination standards. Damp location 32°F to 122°F (0°C to 50°C) listed standard.

WARRANTY
Fixtures are covered by Lithonia Lighting 24-month warranty against mechanical defects in manufacture.

Complete warranty terms located at
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx All life safety equipment, including emergency lighting for path of egress must be maintained, serviced, and tested in accordance with all National Fire Protection Association (NFPA) and local codes. Failure to perform the required maintenance, service, or testing could jeopardize the safety of occupants and will void all warranties.

Actual performance may differ as a result of end-user environment and application.

Note: Specifications subject to change without notice.

Standard
CatalogSupply InputPalletCarton
Number UPC DescriptionVoltageWattage
1 Qty.

Qty.

EU2 LED M12 784231874493Emergency lighting unit 120/277 1.8 324 12 Contractor Select

LED UNITS
LED Lamps
Weight: 4 lbs. (1.82 kgs.).
10-1/8
3-3/4
(9.5)
5-3/8 (13.7)
14-5/8
3-3/4
(9.5)
2 (5.1)
All configurations of this product are considered "standard" and have short lead times.

NOTE: 1
20/2083PHASE4W65KAIC

METERSTACK
GROUNDINGELECTRODECONDUCTORTOA5/8"X10' DRIVENROD. MAIN, BUILDING STEEL, AND THE FOUNDATION STEEL. PROVIDE A # 6 PROVIDEA#3/0GROUNDINGELECTRODECONDUCTORTOTHEWATER
THHNCU
2"EMT
100/3P
4#3/0
1#6G
100/3P
EXSTG
2"EMT
1-1/4"C
100/3P
120/2403PHASE4W
THHNCU
4#3/0
1#6G
THHNCU
3#1/0
1#6G
HouseP. THHN CU THHN CU 3/4"C 1 # 3/0 G 3/4"C 1 # 3/0 G 800/3P
75KVAXFMR
480-120/208
3/04W20
0/3P
2"EMT
THHN
CU
4#3/0
1#6G
PNL1
THHNCU
2"EMT
400/3P
4#3/0
1#6G
"NEW"
PNL2PNL3
EXSTG
EXSTG
M
GFP-R
400AHS .1S Delay
#4BndgJumpr
#4BndgJumpr

UGPS INCOMING

SERVICE
NG

COLDWATER

PIPE&UFER
100AF/
100AS
1/2"C
1#2G
NG
1/2"C
1#2G

COLDWATER

PIPE&UFER
D
B
B
A
A
A
C
A
A
OC
60"
60"
60"

A B A BA B A B

LEDLEDLED

LEDLEDLEDLED

LEDLEDLED

LEDLEDLED LED
DP
PD
OC
OC
OC
GFI 44"
GFI 44"
GFI 44"GFI 44"GFI 44"GFI 44"

LED PNL-A
(E) SWITCHGEAR
Item QTY EQUIPMENT NEW/
EXIST/
DEMO

MFG MODEL DIMENSIONS
w x d x h

GAS BTU ELECTRIC WATTAGE HOT
WATER
COLD
WATER
DIRECT
WASTE
INDIRE
CT
WASTE
1 17 LED HIGH BAY LIGHTSN PLT SOLUTIONS PT-11906 100W 14” x 14” x 8.5” 120v/60/1 100 2 14 RECESSED LED CANN HALO HALO H750ICAT
6IN LED

6.8” x 6.8” x 2.8” 120v/60/1 12
38 EMERGENCY LIGHTSN LITHONIA EU2 LED M12 14” x 3.5” x 3.5” 120v/60/1 1.8 41 ELEC. W/HN AO SMITH DEL-50 6” x 9.5” x 2.8” 120v/60/1 4500 52 EXIT LIGHTSN LITHONIA LRP EL N 13” x 4” x 3” 120v/60/1 2.3 64 4X4 TROFFER LIGHTSN LITHONIA TWP LED ALO 50K 16” X 15” X 8” 120v/60/1 11 05/10/24
1 EXITLIGHTING
2 EMERGENCYLIGHTING
4 SERVICEGROUND
3 SINGLELINE
1 1
NOTE:

EXITSIGNS/EMERGENCYLIGHTINGUL924
EXITSIGNS/EMERGENCYLIGHTINGTOPROVIDE5FOOTCANDLES(54
LUX) ILLUMINATIONPER1011.5.2CBC

EXITSIGNS/EMERGENCYLIGHTINGSECONDARYPOWERSOURCEFROM
STOREDBATTERIESTOPROVIDEMINIMUMOF90MINUTES ILLUMINATION PER1006.3CBC
NOTE:

Egress(emergencyback-up) lighting is
requiredforexterior landingsof
requiredexitdoors/exteriorstairways located at other than the level of exit discharge. 3/16"=1'-0"
Equipment& lightingschedule
84 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
E-3
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Title 24
21 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
This document is used to demonstrate compliance with mandatory requirements in 130.5, for electrical systems in newly constructed nonresidential and hotel/motel occupancies and 160.6 and 160.9 for electrical systems in newly constructed multifamily occupancies. Additions and alterations to electrical service systems in nonresidential and hotel/motel occupancies will also use this document to demonstrate compliance per 141.0(a) or 141.0(b)2P for alterations. For multifamily addition or alterations compliance will be documented per 180.1(a) or 180.2 (b)4Bvii
Project Name: VMP Event Center Report Page: (Page 1 of 4) Project Address: Date Prepared: 2024-06-04T13:29:57-04:00 A. GENERAL INFORMATION
01 Project Location (city) Coachella
02 Climate Zone 15
03 Occupancy Types Within Project: All Other Occupancies B. PROJECT SCOPE
This table includes electrical systems that are within the scope of the permit application. 01 02 03 04 05 06 07
Electrical Service
Designation/
Description
Scope of Work1 Rating2 (kVA)
Utility Provided
Metering System
Exception to
130.5(a)/
160.6(a)3
System
subject to CA
Elec Code
Article 517
Exception to
130.5(a)and
(b)
Demand Response Controls
Provides power to dwelling
units/common living areas
only in multifamily
occupancy
new 400 amp
service in new
space
Add/Alt to feeders
and branch
circuits only
---
Where required, demand response controls must be specified which are capable of receiving and automatically responding to at least one standards based messaging protocol which enables demand response after receiving a demand response signal.

Sections 120.2/ 160.3, 130.1/ 160.5, and 130.3/ 160.5, and mechanical, indoor lighting, and sign lighting Certificate of Compliance documents will indicate when demand response controls are required.
1FOOTNOTES: Adding only new feeders and branch circuits triggers Voltage Drop 130.5(c)/160.6(c), no other requirements from 130.5/160.6 are required. 2 If common use areas in a multifamily are submetered, rating is for submeter size serving common use areas. 3 Applicable if the utility company is providing a metering system that indicates instantaneous kW demand and kWh for a utility-defined period.

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 2 of 4) Date Prepared: 2024-06-04T13:29:57-04:00
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59
C. COMPLIANCE RESULTS
Results in this table are automatically calculated from data input and calculations in Tables F through J. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. 01 AND
02 AND
03 AND
04 05 06
Service Electrical
Metering 130.5(a)/
160.6(a)
(See Table F)
Separation for
Monitoring 130.5(b)/
160.6(b)
(See Table G)
Voltage Drop
130.5(c)/ 160.6(c)
(See Table H)
Controlled
Receptacles
130.5(d)/ 160.6(d)
(See Table I)
Electric Ready 160.9
(See Table J) Compliance Results
AND AND Yes AND COMPLIES
D. EXCEPTIONAL CONDITIONS
This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form.

E. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.

H. VOLTAGE DROP
This table includes entirely new or complete replacement electrical power distribution systems, or alterations that add, modify or replace both feeders and branch circuits to demonstrate compliance with 130.5(c)/ 160.6(c). For alterations, only the altered circuits must demonstrate compliance per 141.0(b)2Piii/ 180.2(b)4Bviic. 01 02 03 04 05
Electrical Service
Designation/Description
Combined Voltage Drop on Installed Feeder/Branch
Circuit Conductors Compliance Method
Location of Voltage Drop
Calculations1
Sheet Number for Voltage Drop
Calculations in Construction
Documents
Field Inspector
Pass Fail
new 400 amp service in new
space
Voltage drop less than
5%
Permitted by CA Elec
Code (Exception to
130.5(c))*
Contractor Responsible
* NOTES: If "Permitted by CA Elec Code *" is selected under Compliance Method above, please indicate where the exception applies in the space provided below. 1 FOOTNOTES: Voltage drop calculations may be attached to the permit application outside the construction documents if allowed by the Authority Having Jurisdiction. Select "attached" if applicable. If calculations will be the responsibility of the installing contractor, select "Contractor Responsible".

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 3 of 4) Date Prepared: 2024-06-04T13:29:57-04:00
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59
K. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title
NRCI-ELC-E - Must be submitted for all buildings
L. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no forms required for this project.

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 4 of 4) Project Address: Date Prepared: 2024-06-04T13:29:57-04:00 Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.

Documentation Author Name:

Bob Sipovac
Documentation Author Signature:

Company:

Sipovac construction inc
Signature Date:

Address: CEA/ HERS Certification Identification (if applicable):

City/State/Zip: Phone:

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

1. The information provided on this Certificate of Compliance is true and correct.

2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer)

3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.

5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy.

Responsible Designer Name: Responsible Designer Signature:

Company: Date Signed:

Address: License:

City/State/Zip: Phone:

Electrical Power Distribution Mandatory Measures:
110.12(a) DEMAND RESPONSIVE (DR) CONTROLS
ALL DEMAND RESPONSIVE CONTROLS SHALL:

1. BE EITHER A. CERTIFIED OPENADR 2.0a OR OPENADR 2.0b VIRTUAL END NODE (VEN); OR B. CERTIFIED BY THE MANUFACTURER AS BEING CAPABLE OF RESPONDING TO A DR SIGNAL FROM A CERTIFIED OPENADR 2.0b VEN AUTOMATICALLY IMPLEMENTING THE CONTROL FUNCTIONS REQUESTED BY THE VEN FOR THE EQUIPMENT IT CONTROLS.

2. BE CAPABLE OF COMMUNICATING USING ONE OR MORE OF THE FOLLOWING: WI-FI, ZIGBEE, BACNET, ETHERNET, OR HARD-WIRING.

3. CONTINUE TO PERFORM ALL OTHER CONTROL FUNCTIONS PROVIDED BY THE CONTROL WHEN COMMUNICATIONS ARE DISABLED OR UNAVAILABLE.

4. DR CONTROL THERMOSTATS SHALL COMPLY WITH REFERENCE JOINT APPENDIX 5 (JA5), TECHNICAL SPECIFICATIONS FOR OCCUPANT CONTROLLED SMART THERMOSTATS.
110.12(d) DEMAND RESPONSIVE ELECTRONIC MESSAGE CENTER CONTROL CONTROLS FOR ELECTRONIC MESSAGE CENTERS GREATER THAN 15KW SHALL BE CAPABLE OF REDUCING THE LIGHTING POWER BY A MINIMUM OF 30% WHEN RECEIVING A DR SIGNAL.
130.5(c) VOLTAGE DROP

THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5%.
85 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
M-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Mech Plan
22 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
S
S
S
S
S
S
S
E
F-1
14"(T
Y
P)
12"(T
Y
P)
2 0"(T
Y
P)
18"(T
Y
P)
E
F-1
E
F-1
E
F-1
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
16"(T
Y
P)
2 0"(T
Y
P)
2 0"(T
Y
P) 2
0"(T
Y
P)
2 0"(T
Y
P) 2
0"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
(N)(N)(N)(N)(N)(N)
(N)(N)(N)(N)
(N)
(N)(N)(N)(N)

OA VENTILATION
HVAC 1(New)

THERMOSTAT
MODEL #
H x W x D
FUSE
WEIGHT
MCA 208V/230V/3PH/60HZ

MECHANICAL EQUIPMENT

SETBACK PROGRAMMABLE
YES
FILTER MERV 13
QTY 1
E.E.R

MANUFACTURER CARRIER
N.C.C
SEER
11 59" x 89"x 50"
400 lbs.

50.0 50

13.4 3.0 Tons
50HCQA04
CFM 900
HVAC 2(New)
YES
11 59" x 89"x 50"
610 lbs.

60.0 13.4

5.0 Tons
1500
5 60

CARRIER
50HCQA06
POWER EXHAUST ECONOMISER and c02 SENSR
Flex duct = .05" on most metal duct calculator Round metal pipe = .06" on most metal duct calculators

FIELD DUCT SIZING CHART
Duct Size

ROUND DUCT SIZE ESTIMATE

RECTANGULAR DUCT SIZE ESTIMATE
14"
5"
6"
7"
8"
16"
18"
20"
Design Airflow
50 75
110
9"
10"
12"
1300
1700
160
225
300
480
700
1000
Duct Size
5"
6"
7"
8"
18"
20"
9"
10"
12"
Flexible Duct Round Metal Pipe
750
1200
14"
16"
Design Airflow
50 85
125
1500
2000
180
240
325
525
ROUND DUCT HANGER STRAP SIZES:

Duct Strap Max.

Diameter Hangers Spacing
up to 26" one 1"x22 Ga. 12Ft.
27"-36" one 1"x18 Ga. 12Ft.
37"-50" one 1"x16 Ga. 12Ft.
51"-60" two 1"x18 Ga. 12Ft.

EXHAUST VENT CONNECTION
7 6
5 3 4
2 1
EXHAUST FAN OUTLET.

ON INSIDE OF METAL SURFACES.

ASSEMBLY WITH "EISENHEISS" COATING

GALVANIZED FLEXIBLE CONNECTION
GROUNDING WIRE.

TRANSITION AS REQUIRED.

SEAL JOINT WITH SILICONE.

MAXIMUM (MINIMUM 3 FASTENERS).

ACID RESISTANT FLEXIBLE CONNECTION.

SCREWS OR BLIND RIVETS AT 15"

STAINLESS STEEL SHEET METAL

4. 3.

1. 2.

7. 5.

6. 05/10/24

MECHANICAL LEGEND

RECTANGULAR SUPPLY REGISTER

SEE PLAN FOR SIZE

RECTANGULAR RETURN REGISTER

SEE PLAN FOR SIZE

ROUND HARD DUCY

SEE PLAN FOR SIZE

ROUND RETURN REGISTER

SEE PLAN FOR SIZE

SUPPLY REGISTER MF SUPPLY REGISTER
EXHAUST FAN WITH LIGHT 27W

PRIMARY AND SECONDARY

CONDENSATE DRAIN LINES
WP
GFI
S

SURFACE CONNECTION BOX

RECEPTACLE - WATER PROOF W/ GROUND
FAULT INTERRUPTER @ +12" - U.N.O.

SMOKE DETECTOR
1 1
NOTES

1. All duct openings and other air distribution component openings shall be protected during storage on the construction site until final start-up with tape, sheet metal, or other acceptable methods to reduce the amount of dust and debris, which may collect in the systems CGBC 5.504.3

2. HVAC, refrigeration equipment shall not contain CFC'S per CGBC 5.508

3. All ducts will have R-8 duct insulation

LOCAL VENTILATION RATE SUMMARY
BATHROOM FAN FLOW (EF-1) = 80 CFM
NUMBER OF NEW BATHROOMS = 2
DUCT SIZE = 4 INCHES

MAXIMUM ALLOWABLE
DUCT LENGHT = 70 FT
1/4" = 1'-0"
Table 120.1.A.-Minimum Ventalation Rates, Occupancy
Category, Disco/Dance Floor. 20 Cubic Feet per minute
(CFM) per person, with an outdoor air rate of 0.06 cfm
per square foot
Occupancy 274 x 20cfm = 5480 cfm ventalation rate
8400 cfm provided
86 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
P-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

General Notes
23 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
E.

STATE GAS CODE.

WHERE NECESSARY.

PLUMBING EQUIPMENT:

SPECIFIED FOR WASTE PIPING.

PIPING SHALL NOT EXCEED 50'-0".

CLEANOUTS:

BRONZE SEAT, COMPOSITION DISC.

SMALLER.

VALVES:

ROOF DRAIN PIPING WHERE SHOWN ON DRAWINGS, SHALL BE SAME AS

FOR RODDING (IN UNFURNISHED AREAS WHEREVER POSSIBLE) WHERE

ALL CLEANOUTS SHALL BE INSTALLED IN LOCATIONS EASILY ACCESSIBLE

WASTE OR SOIL STACK, AND AT THE END OF EACH HORIZONTAL RUN OF

FULL SIZE CLEANOUTS SHALL BE INSTALLED AT THE BASE OF EACH CHECK VALVES, SWING TYPE, SCREWED, BRONZE BODY, COMPOSITION DISC.

GLOBE VALVES SHALL BE SCREWED BRONZE.

GATE VALVES SHALL HAVE SOLID TAPERED WEDGE.

VALVE ENDS FOR COPPER WATER TUBE TYPE "L"; SOLDER-JOINT TYPE.

VALVE ENDS FOR THREADED PIPE: SCREWED FOR SIZE 2-1/2" AND BODY BRONZE MOUNTED FOR 2-1/2" AND LARGER.

VALVE MATERIAL: BRONZE MATERIAL FOR SIZE 2" AND SMALLER, IRON VALVES SHALL HAVE TEST RATING OF NOT LESS THAT 125 PSI.

PIPE. THE DISTANCE BETWEEN CLEANOUTS IN HORIZONTAL RUNS OF

CHECK VALVES, SWING TYPE FLANGED, IRON BODY BRASS MOUNTED, ALL VALVES TO BE BALL VALVES WHERE POSSIBLE.

FIXTURES:

IN THE FIXTURE LIST.

TRAPS DRAIN STRAINERS, ETC.

WHO CAUSED THE DAMAGE.

AND SHOWERS 3.0 GPM.

WATER SUPPLY SYSTEMS:

SANITARY SYSTEM:

ROOF FLASHING:

ABOVE PIPING OUTSIDE BUILDINGS.

CONNECTIONS.

BE VALVED AND DRIP COCKS PROVIDED SO THAT THE ENTIRE SYSTEM WATER SUPPLY. ALL BRANCH MAINS AND CONNECTIONS TO RISERS SHALL

FIXTURES AND EQUIPMENT OUTLETS REQUIRING A COLD AND/OR HOT

PLANS INCLUDING SHUT-OFF AND DRAIN VALVE ON SERVICE TO ALL BUILDING PIPING: PROVIDE A COMPLETE PIPING SYSTEM AS SHOWN ON WORK. LAY PIPING TRUE TO LINE AND GRADE UNIFORMLY UNLESS

CONTRACTOR TO VERIFY ELEVATIONS OF SEWER MAINS BEFORE STARTING FLASH WITH LONG BOOT LEAD FLASHING AROUND PIPE.

VENTS THROUGH ROOF TERMINATE 12" ABOVE THE ROOF OR FIREWALL.

INSTALLED FLUSH WITH FLOOR AND PROVIDED WITH FLANGED CLEANOUT MAY BE DRAINED. FIXTURE STOPS SHALL BE INSTALLED ON ALL FIXTURE OTHERWISE INDICATED OR DIRECTED, MAINTAIN 36" MINIMUM COVER COVER. PROVIDE ACCESS PANELS AS REQUIRED.

THE BASE OF THE FLASHING SHALL BE MINIMUM 12" X 12" ON THE ROOF.

STACKS OR OTHER PIPING ARE CONCEALED, CLEANOUTS SHALL BE

1.6 GPF, URINALS 1.5 GPF, LAVATORIES 2.75 GPM, SINKS 2.75 GPM, PROVIDE LOW-FLOW PLUMBING FIXTURE DEVICES FOR: WATERCLOSETS SPECIFIED. THIS INCLUDES FIXTURE CONNECTIONS, FIXTURE STOPS,

BE CHROMIUM PLATED UNLESS A DIFFERENT PLATING OR FINISH IS

ALL EXPOSED METAL PARTS REQUIRED FOR FIXTURE INSTALLATION SHALL

SHALL BE IMMEDIATELY REPLACED BY THIS CONTRACTOR REGARDLESS OF FINAL ACCEPTANCE OF THE BUILDING BY OWNER. ANY DAMAGED FIXTURE

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF FIXTURES UNTIL FURNISH AND INSTALL PLUMBING FIXTURES, TYPE "A" QUALITY SPECIFIED HOSE MAY BE ATTACHED AND WHERE INDICATED IN THE PLANS.

BRANCH LINES TO ALL OUTLETS WITH THREADED OUTLETS WHERE A GARDEN VACUUM BREAKERS: PROVIDE LINE SIZE VACUUM BREAKER ON ALL SHUTTING DOWN ENTIRE WATER SYSTEM WHEN REPLACING FAUCET WASHERS.

ROUGH-INS, ETC. TO BE SUPPLIED WITH STOP VALVES TO PREVENT STOP VALVES: ALL FIXTURES, SILLCOCKS, YARD HYDRANTS, HOSE BIBBS,

INDEXED FOUR ARM HANDLE, BRASS, AMERICAN STANDARD OR EQUAL, HOSE BIBBS: THREADED END, 3/4" SIZE, ADJUSTABLE FLANGE, SILLCOCK: NIBCO FIG. NO. 62-6S, WITH ANTI-SIPHON PROTECTION.

THE ENTIRE PLUMBING SYSTEM IN SATISFACTORY OPERATING CONDITION.

CONTRACTOR SHALL MAKE ALL ADJUSTMENTS AS REQUIRED AND PLACE

BEFORE FINAL ACCEPTANCE OF THE SYSTEM AS A WHOLE, THIS

GAS PIPING, IF ANY, SHALL BE TESTED AS REQUIRED BY LOCAL OR FREEZE-PROOF AS REQUIRED BY THE UNIFORM PLUMBING CODE.

ALL WASTE AND VENT PIPING SHALL BE TESTED WITH WATER OR AIR ANY PIPING IS COVERED OR CONCEALED IN ANY PART OF THE BUILDING.

TESTED WITH 125 LBS. HYDROSTATIC TEST AND PROVEN TIGHT BEFORE

ALL HOT AND COLD WATER LINES SHALL BE CAPPED OR PLUGGED AND TESTS FOR PLUMBING AND DRAINAGE SYSTEMS:

UNIONS:

PIPE AND FITTINGS:

GROUND JOINT, BRASS TO IRON SEAT.

ALLOW REPAIRS OR REPLACEMENT.

CLEAN PIPING WHEN INSTALLED, KEEP CLEAN.

AND DISTORTIONS, END REAMED OUT SMOOTH.

PIPE, PIPING INSTALLATION:

ARE JOINED.

COPPER TYPE.

INSTALLED.

AND LARGER AT 1% PER FOOT.

SOFT COPPER UNDER THE SLAB.

GOVERNING CODES AND ORDINANCES.

APPENDIX "D".
(LATEST EDITION).

PLUMBING SPECIFICATIONS:
"UNIFORM PLUMBING CODE" AND APPLICABLE STATE AND LOCAL CODES

MATERIALS, METHODS AND DETAILS OF PLUMBING WORK SHALL CONFORM TO

HOT WATER SYSTEM, PLUMBING FIXTURES, AND WATER SERVICE,

DRAINAGE, SEWER WASTE, VENT SYSTEMS, COLD WATER SYSTEM, INDICATED ON PLANS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

FURNISH LABOR, MATERIALS TO COMPLETE WORK SPECIFIED OR
SLOPE ALL SEWER PIPING 3" AND SMALLER AT 2% PER FOOT AND 4" TO ALL VERTICAL RUNS OF PIPE. INSTALL IN ACCORDANCE WITH UPC

MAY BE USED FOR CONNECTIONS TO BRANCH LINES, TO FIXTURES, AND CHANGES IN DIRECTION OCCUR. SANITARY LONG SWEEP BENDS OR TEES COMBINATION WYE AND 1/8" BEND FITTINGS SHALL BE USED WHERE REDUCED FITTINGS. WYE FITTINGS WITH 1/8" OR 1/16" BEND OR

ALL CHANGES IN PIPE SIZES IN SOIL PIPE SHALL BE MADE WITH AND FITTINGS SHALL BE BRAZED. NO JOINTS WILL BE PERMITTED IN BE TYPE "L" HARD COPPER IS INSTALLED, JOINTS BETWEEN PIPE

ALL DOMESTIC HOT, COLD WATER LINES ABOVE THE BUILDING SLAB TO OR GALVANIZED SCHEDULE 40 STEEL PIPE WITH MALLEABLE IRON SHALL BE SERVICE WEIGHT CAST IRON FOR SIZED LARGER THAN 1-1/2",

IN LOCATIONS WHERE PVC IS NOT APPROVED FOR USE, PIPING

FOR DRAIN, WASTE AND VENT PIPING WHERE APPROVED BY THE LOCAL SCHEDULE 40, PVC PIPE SHALL BE ACCEPTABLE IN LIEU OF CAST IRON

INSTALL DIELECTRIC UNIONS WHERE PIPING OF DISSIMILAR MATERIALS UNIONS FOR COPPER PIPING 2" AND SMALLER SHALL BE COPPER TO UNIONS FOR STEEL PIPING 2" AND SMALLER, 150 PSI MALLEABLE IRON

PROVIDE UNION SAME AS THE PIPING IN WHICH THEY ARE BEING

PROVIDE AT ALL VALVES AND EQUIPMENT WHEREVER NECESSARY TO FOOT EXCEPT WHERE SHOWN OTHERWISE. 2. HOT AND COLD WATER; PITCH AND GRADE: 1. SOIL, WASTE DRAINAGE, UNIFORM 1/4" PER PROVIDE PROPER ALLOWANCES FOR EXPANSION AND CONTRACTION.

METAL PIPE SHALL BE STRAIGHT, FREE FROM DENTS, SCARS, BURNS, FITTING TO BE SUITABLE FOR TYPE OF PIPE USED.

SCREWED VENT FITTINGS FOR SIZES 1-1/2" AND SMALLER.

LEVEL OR SLIGHTLY PITCHED TOWARD DRAIN POINTS.

COFFEE MAKERS, ETC.)
BACKFLOW PREVENTER: PROVIDE WATTS SERIES 7 OR #9BD.

DOUBLE CHECK VALVE TYPE (VERIFY WITH LOCAL CODES) AT ALL

CONNECTIONS TO EQUIPMENT (ICE MAKERS, VENDING MACHINES, 1 05/10/24
87 Item 5.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE
P-2
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE:

PlumbingPlan
2425
72-651 THEODORA LN. PALM DESERT CA. 92260LIC. # 581636 OFFICE: 760-567-2347 FAX: 760-779-9525 .......

CONSULTANTS................

ENGINEERING:
#StructuralEngineering
MECHANICAL:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E

PLUMBINGLEGEND

HOTWATERLINE(STUBOUT)

COLDWATERLINE(STUBOUT)

SEWERLINE

COLDWATERLINE

HOTWATERLINE

WATERHAMMERARRESTOR

7. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC

5.303.

MAXIMUM FIXTURE FLOW RATES

FIXTURE TYPE MAXIMUM FLOW RATE
Water closets 1.28 gallons/flush
Urinals (wall mounted) 0.125 gallons/flush
Urinals (floor mounted) 0.5 gallons/flush
Showerheads 1.8 gpm @ 80 psi
Lavatory faucets-
nonresidential

0.5 gpm @60 psi
Kitchen faucets 1.8 gpm @ 60 psi
Metering faucets 0.2 gallons/cycle
PLUMBINGMECHANICALELECTRICALd ENERGY COMMENTS
FUEL GAS 1308.5.1 Materials
Pipe,
fittings, valves, or other materials shall not be used again unless they are free of foreign materials and have been ascertained to be approved for the service intended. [NFPA 54:5.6.1.2]
FUEL GAS 1308.5.1.1 Other Materials
Material not covered by the standards speci
fications listed herein shall be
investigated and tested to determine that it is safe and approved for the proposed service and, in addition, shall be recommended for that service by the manufacturer and shall be acceptable to the Authority Having Jurisdiction. [NFPA 54:5.6.1.3]
308.5.2 Metallic Pipe
Cast-iron pipe shall not be used. [NFPA 54:5.6.2.1]
1308.5.2.1 Steel and Wrought-Iron
Steel and wrought-iron pipe shall be not less than standard weight (Schedule 40) and shall comply with one of the following standards:

1. ASME B36.10

2. ASTM A53

3. ASTM A106 [NFPA 54:5.6.2.2]
1308.5.2.2 Copper and Copper Alloy
Copper and copper alloy pipe shall not be used where the gas contains more than an average of 0.3 grains of hydrogen sul
fide per 100 standard cubic feet
(scf) of gas (0.7 mg/100 L).

Threaded copper, copper alloy, or aluminum alloy pipe shall not be used with gases corrosive to such material.
1308.5.2.3 Aluminum Alloy
Aluminum alloy pipe shall comply with ASTM B241 (except that the use of alloy 5456 is prohibited) and shall be marked at each end of each length indicating compliance. Aluminum alloy pipe shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation, or is subject to repeated wettings by such liquids as water, detergents, or sewage. [NFPA 54:5.6.2.5]
Aluminum alloy pipe shall not be used in exterior locations or underground. [NFPA 54:5.6.2.6]
1308.5.3 Metallic Tubing
Seamless copper, aluminum alloy, or steel tubing shall not be used with gases corrosive to such material. [NFPA 54:5.6.3]
1308.5.3.1 Steel
Steel tubing shall comply with ASTM A254. [NFPA 54:5.6.3.1] 1308.5.3.2 Copper and Copper Alloy
Copper and copper alloy tubing shall not be used where the gas contains more than an average of 0.3 grains of hydrogen sul
fide per 100 scf of gas (0.7 mg/100
L). Copper tubing shall comply with standard Type K or L of ASTM B88 or ASTM B280.
1308.5.3.3 Aluminum Alloy
Aluminum alloy tubing shall comply with ASTM B210 or ASTM B241. Aluminum alloy tubing shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation, or is subject to repeated wettings by such liquids as water, detergent, or sewage. Aluminum alloy tubing shall not be used in exterior locations or underground. [NFPA 54:5.6.3.3] 1308.5.3.4 Corrugated Stainless Steel
Corrugated stainless steel tubing shall be listed in accordance with CSA LC-1. [NFPA 54:5.6.3.4]
1308.5.4 Plastic Pipe, Tubing, and Fittings
Polyethylene plastic pipe, tubing, and
fittings used to supply fuel gas shall be in
accordance with ASTM D2513. Pipe to be used shall be marked "gas" and "ASTM D2513." [NFPA 54:5.6.4.1.1]
1308.5.4.1 Regulator Vent Piping
Plastic pipe and
fittings used to connect regulator vents to remote vent terminations shall be PVC in accordance with UL 651. PVC vent piping shall not be installed indoors. [NFPA 54:5.6.4.2]
D
B
B
A
A
A
C
A
A
60"
60"
60"
fs
4"C/O
4"MAIN
3"
2" SEWER CONN
3"
3"3"
2"
2"
4"MAIN
4"MAIN
2"
2"
1 05/10/24
Notes

1.Tomaintainslopeofhorizontaldrainagepiping,doublecombinationfittingisnotpermitted toinstallinhorizontalposition.Asanalternative,twocombinationwye&1/8bendfittingsmay beused.

3.Waterclosetbowlsforpublicuseshallbeoftheelongatedtype.

5.Neworrepairedpotablewatersystemsshallbedisinfectedpriortouseaccordingtothe methodsetinSection609.9ofthePlumbingCode

6.AllplumbingfixturesandfixturefittingsshallmeetthestandardsreferencedinTable5.503.6

7.Anywatersystemprovidedwithacheckvalveorabackflowpreventiondeviceshallbe providedwithanapproved,listed,adequatelysizedpressureexpansiontankorotherdevicefor intermittentoperationforthermalexpansioncontrol.

8.Allpublicrestroomshotwatersupplyisprovidedwithwatertemperingdevicethatconforms toASSE1070tolimitwatertemperatureto110F.

9.Anyfixturesinstalledonafloorlevellocatedbelowlevelofnextupstreamsewermanhole coverelevationshallbeprotectedbyabackwatervalveperCPCSection710.1

11.Eachventpipeorstackshallterminateverticallynotlessthan6inchesabovetheroofnor lessthan1footfromanyverticalsurface.(CPC906.1)

12.Eachventshallterminatenotlessthan10feetfrom,ornotlessthan3feetabove,any openablewindow/skylight,door,opening,airintake,ornotlessthan3feetineverydirection fromanylotline.(CPC906.2)

13.Hotwaterpipingisrequiredtobeinsulatedasfollow:1"pipesizeorless:1"thick insulation,largerpipesizerequire11/2"thickinsulation.Table120.3-A.ES120.3

14.Maximumflushvolumesandflowrates:Watercloset-1.28gallonsperflush(blowouttype exempt);Faucets-0.5gallonsperminute(sinkandlavs)CPCsection403.0

PLUMBINGSCOPEOFWORK

1. 2RESTROOMS,

1. MOPSINK

1. WATERFOUNTAIN

1. FLOORSINK
all domestic(i.e.potable)hotwater
pipingwill haveaminimum insulationfor
thefollowingpipesizes:1⁄2”pipe(1⁄2” insulation); 3⁄4” pipe (1” insulation); 1”- 1 1⁄2”pipes(11⁄2” insulation);2”pipesare larger (2” insulation). CPC 609.11 & ES 150.0(j) 3/16"=1'-0"
OCCUPANTLOADANALYSISFORPLUMBINGFIXTURESTABLE422.1CPC2022 4,735SQ.FT./15=316
158MALE,158FEMALE
MALE:3TOILETS,3LAVATORY2
URINALS2
FEMALE:4TOILETS,2LAVATORY
88 Item 5.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
P-3
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Pumbing Details & ISO
25 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .
.

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
760-567-2347
OWNER . . . . . . . . . . . . . . . . . .
#Client Company
72-651 Theodora Lane,
Palm Deseret
949-584-7145
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

FLEXIBLE ALUMINUM

FLASHING

SEALANT

SEAL EDGE OF FLASHING

WITH LAP EDGE SEALANT
5' - 0" MAX.

WALL

COLD WATER SUPPLY

TO FIXTURES

VENT IN WALL
1/2" TRAP PRIMER

DRAIN TO SEWER

TRAP PRIMER

CONNECTION
P TRAP

FLOOR DRAIN

POINT OF

CONNECTION

TO SEWER
MIN. 1/4" PER FOOT
SLOPE
3" VTR
4"MAIN 3"MAIN
3"MAIN
3"MAIN
2" VTR
2" VTR
3" VTR
2" VTR
2" VTR
3"MAIN
4"MAIN
3"MAIN
3"MAIN
2"MAIN
3" VTR
3" VTR
3" VTR
1-1/2" VTR
2" VTR
2" VTR
1-1/2" VTR
2"MAIN
1-1/2" VTR
2"MAIN
W/C(N)
W/C(N)
W/C(N)
W/C(N)
4"C/O

URINAL (N)
FD(N)

SINK(N)

SINK(N)
W/C(N)
W/C(N)

URINAL (N)

SINK(N)

SINK(N)
MS(N)
WF(N) 4"C/O
FS(N)

SINK(N)

POINT OF CONNECTION

TRAP PRIMER
W/C(N)
UR (N)
FD

SINK(N)
1/2"
1/2"
3/4"
3/4"
WH
3/4"
1/2"
1/2"
1/2"
1/2"
WF(N)

SINK(N)
W/C(N)
W/C(N)
W/C(N)
W/C(N)
UR (N)

SINK(N)

SINK(N)
UR (N)
MS(N)

SINK(N)
1 05/10/24
1 Vent Stack Detail 1 1/4" = 1'-0"
2 Trap Primer Connection 1/8" = 1'-0"
Water heater Detail 4 1:1.43
10 Waste Iso (2) 3/16" = 1'-0"
12 Water Iso Detail (1) 1/4" = 1'-0"
89 Item 5.

SECURITY SAFETY PLAN

MINIMUM REQUIRED SECURITY SCHEDULE
Events that exceed 50 guests are required to meet the minimum total required security officers required per the Security Plan Schedule. Any events that exceed 250 guests, are required to provide 1 additional security guard per every additional 50 guests. When occupant load reaches 250 or more, a minimum of 1 security guard shall be provided or more to ensure the egress path of travel is clear.

Daytime Special Event Rental Security Plan Schedule
2pm 3pm 4pm 5pm 6pm 7pm 8pm 9pm 10pm
Parking Lot 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2
Main Entrance 2 2 2 2 2 2 2 2 2
Interior 2-4 2-4 2-4 2-4 2-3 2-3 2-3 2-4 2-4
Minimum Total
Security
Required
5 5 5 5 5 5 5 5 5
Night-time Nightclub/Special Event/Live Event Security Plan Schedule 8pm 9pm 10 pm 11pm 12am 1am 2am 3am
Parking Lot 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2
Main Entrance 2 2 2 2 2 2 2 2
Interior 2-4 2-4 2-4 2-4 2-4 2-4 2-4 2-4
Minimum Total
Security
Required
5 5 5 5 5 5 5 5

SECURITY PLAN NARRATIVE
PARKING LOT AND ACCESS CONTROL:

There will be visible Security Officers that will be on site monitoring the parking lot area 1 hour prior to guest arriving. Once guests park, the patrol officer will make sure guests do not litter or linger around the parking lots for a long period of time, as we want to prevent any incidents in the parking lot area (all guests will be directed to the main entrance). Upon guests’ arrival to the main entrance, they will be greeted by a minimum of 2 more Security officers who will proceed to thoroughly search each guests before entering the premises.
90 Item 5.

ACCESS TO THE EVENT:

Security Officers will be at the main entrance of the building greeting each guest. As the guest begin to arrive to the main entrance, the Officers will make a uniform line, keeping the guest away from the vehicle traffic. Each guest will be thoroughly searched by hand, and with a metal detector, including purses/bags on guest. All guests age will be verified by government issue ID or DL before granting access to the building. Officers will also have a counter to control the building capacity of guest.

INTERIOR SECURITY:

Once the guests arrive inside of the building. They will encounter more Security Officers roaming the building floor, monitoring the emergency exits, and back entrance to control guest access and prevent any unwanted and/or unmonitored access to the building. Once the peak hours of the event hit and the outside traffic has slowed down, one of the officers of the main entrance will go in the building to assist in crowd control and prevention of any incident inside the event (monitoring all guest activity in the building floor as well as the restrooms). This will leave a Patrol Officer monitoring the parking lots with emergency amber lights and one main entrance Officer to control access and monitor guest leaving the building, this will prevent any alcoholic beverages outside the building. There will be a total of 4 Officers roaming the interior of the event.

IN CASE OF AN EMERGENCY:

In case of any non-life-threatening emergency, our Security Officers are trained to do their best at deescalating any situation the fastest way possible. Our security Officers will always be aware of each other’s locations in case of back up needed. In case of a life-threatening or significant emergency one of our Officers has the duty of contacting 911 and relaying all the information as it is happening to the correct authorities and until law enforcement, fire and/or EMS arrives. During this time the rest of the Officers will be trying to deescalate any situation and assisting with crowd control. Once Law Enforcement, Cal Fire and/or EMS arrives, the Security Officers will assist them in whatever they need.

FURTHERMORE, PREVENTION OF INCIDENTS:

Security Officers will do their best to have every single guest out of the building 5 minutes before closing time (2:00am). At this time 2 Officers will be in the patrol vehicle driving around with amber emergency lights monitoring the parking lot. They will be urging the guest to leave the property as soon as possible to prevent them from loitering in the parking lot and to prevent any further incident at the location. The rest of the officers will be in the front of the building monitoring guest activity and urging guest to leave as soon as possible and to assist patrol officers in case of any incident. Our main objective is to keep our guest and staff safe and our location free of any negative incidents. We want to have all guest away from the building and out of the parking lot as fast as possible to prevent any incidents. Also, in the event any of our guest and/or staff creates any negative issues (as small as they might be) while inside or outside our establishment, they will be denied access after that. 91 Item 5.

VMP Nightclub & Event Center will work with Police Department to ensure the safety of all guest VMP Nightclub & Event Center will work with Police Department for any incidences of concern by the police. This may include contracting with the Police Department for any excessive patrols which may require conditions of approval to be reconsidered by the City Council.

Security Safety Plan Presented By: Security Safety Plan Agreed By:

VMP Events Center_______ ___________________________
92 Item 5.
93 Item 5.
94 Item 5.

Landscape Legend
Drought Tolerant Desert Landscaping is required within on and off-site landscaping for the area as described in the attached Landscape Exhibit. Below are a list of landscape materials permitted within on and off-site landscape areas:
- Bougainvilla shrubs
- Red Yucca
- Agave
- Fruitless Olive Tree
- Other high quality desert landscape materials to be approved by Development Service Director of Public Works Director.
95 Item 5.

Vicinity Map
96 Item 5.

Front Elevation
97 Item 5.

Parking Lot Condition
98 Item 5.
99 Item 5.

Rear Entrance at Cesar Chavez Street
100
Item 5.
101
Item 5.

Landscape Condition
Parking Lot Landscaping
Cesar Chavez Street Landscape Areas
102
Item 5.

STAFF REPORT
9/4/2024
TO: Planning Commission Chair and Commissioners
FROM: Gabriel Perez, Development Services Director
SUBJECT: Architecture Review No. 19-01 (Modification) Oraway is a request to modify the landscape plan and conditions of approval for an approved project by Oraway Engineering for a 825 sq. ft. office building, 7,500 sq. ft. pre-fabricated warehouse building, and two shade structures totaling 16,500 square feet for storage of construction vehicles and equipment, plus incidental outdoor storage, on a vacant, 2.89 acre lot in the M-H (Heavy Industrial) zone located at 54-101 Enterprise Way (APN 763-280-015).

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission adopt Resolution No. PC 2024-20 approving Architecture Review No. 19-01 Modification pursuant to the findings and conditions contained in the resolution.

BACKGROUND:

The Planning Commission approved the Architectural
Review No. 19-01 on April 17, 2019 for the Oraway
Engineering development consisting of an 825 sq. ft.
office building, 7,500 sq. ft. pre-fabricated warehouse building, and two shade structures totaling 16,500 square feet for storage of construction vehicles and equipment, plus incidental outdoor storage, on a vacant, 2.89-acre lot at 54-101 Enterprise Way. The project is now a
completed project and a project final is requested.

The applicant communicated to City staff that the
landscape plan as originally designed is not practical for internal landscape at edges of the development that is
largely screened from view with existing metal canopy
structures. Furthermore, the applicant stated that the
condition of approval added by the Planning Commission
at project approval requiring ficus trees planted along the easement area of the property along the railroad is
impractical to maintain due to the separation of the rear wall from the area where the ficus trees 103
Item 6.
would be planted. During a site visit in August 2024, City staff observed that industrial activities associated with the business was occurring outdoors contrary to the conditions of approval of the project. Staff identified that industrial activities would need to cease unless the conditions of approval are amended. The applicant requests the following conditions of approval related to additional landscaping and outdoor activities be removed:

82. There shall be no outdoor industrial activity or outdoor auto and equipment repair on the property.

84. The landscaping along the Union Pacific Railroad tracks shall be augmented by adding Ficus trees as appropriate for better screening.

DISCUSSION/ANALYSIS:

The applicant, Armando Bravo, submitted a revised landscape plan for the project site that removes many of the landscape materials within the internal landscape planters of the site. The applicant contends that the proposed landscaping in the landscape planters would have limited visibility internal or external to the project and would serve to provide shade due to the three 3,500 sq. ft. metal canopy structures constructed along the project site property lines.

Figure 1 and 2: Photos of Site Metal Canopies
Figures 3 and 4 provide perspectives of the rear of the existing facility. There is an existing 8-foot block wall that separates the facility improvements from the 30-foot easement where the applicant was conditioned to plant fiscus trees. Staff can support removal of this condition as the area is difficult to access which would make maintenance of the plants and irrigation difficult.

Furthermore, the area is largely screened by existing mesquite trees along Grapefruit Blvd.

Figure 3: View Looking East from Grapefruit Blvd
104
Item 6.

Figure 4: View Looking North from Wallace Street
Figure 5: Original Landscape Plan
Figure 6. Existing frontage building
105
Item 6.

ENVIRONMENTAL REVIEW:

The City of Coachella Planning Commission previously determined that the project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site has been previously graded and disturbed and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.

RECOMMENDATIONS:

1. Adopt Resolution No. PC 2024-20 to approve Architecture Review No. 19-01 Modification subject to the conditions of approval and findings.

2. Deny the modification to the conditions of approval.

3. Continue this item and provide staff and the applicant with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends Alternative #1 as the removal of shade trees and plants in internal planter area along portions of the site that are screened would continue to maintain aesthetics within and outside of the project. The removal of condition for ficus trees can be supported due to the difficulty of maintenance and access issues.

Attachments:

1. Resolution No. PC2024-20 Architectural Review No. 19-01 Modification Exhibit A Conditions of Approval

2. Vicinity Map

3. April 17, 2019 Planning Commission Staff report

4. Notice of Action from April 17, 2019 Planning Commission decision

5. April 17, 2019 Planning Commission Meeting Minutes

6. Original Landscape Plan

7. Proposed Landscape Plan Modification
106
Item 6.

RESOLUTION NO. PC2024-20

A RESOLUTION OF THE CITY OF COACHELLA PLANNING
COMMISSION APPROVING ARCHITECTURAL REVIEW NO. 19-01

MODIFICATION AMENDING CONDITIONS OF APPROVAL RELATED TO

LANDSCAPING AND OUTDOOR WORKING PROHIBITIONS FOR THE
FOR A 825 SQ. FT. OFFICE BUILDING, 7,500 SQ. FT. PRE-FABRICATED

WAREHOUSE BUILDING, AND TWO SHADE STRUCTURES TOTALING
16,500 SQUARE FEET FOR STORAGE OF CONSTRUCTION VEHICLES

AND EQUIPMENT, PLUS INCIDENTAL OUTDOOR STORAGE, ON A
VACANT, 2.89 ACRE LOT IN THE M-H (HEAVY INDUSTRIAL) ZONE LOCATED AT 54-101 ENTERPRISE WAY (APN 763-280-015). ARMANDO BRAVO, APPLICANT.

WHEREAS Armando Bravo filed an application for Architectural Review No. 19-01 Modification to modify the landscape plan and conditions of approval for an approved project by Oraway Engineering for a 825 sq. ft. office building, 7,500 sq. ft. pre-fabricated warehouse building, and two shade structures totaling 16,500 square feet for storage of construction vehicles and equipment, plus incidental outdoor storage, on a vacant, 2.89 acre lot in the M-H (Heavy Industrial) zone located at 54-101 Enterprise Way (APN 763-280-015); and, WHEREAS on April 17, 2019 the Planning Commission approved Architectural Review No. 19-01 for the proposed industrial project; and,
WHEREAS on September 4, 2024, the Planning Commission of the City of Coachella published a public hearing notice and conducted a duly noticed public hearing on Architectural Review No. 19-01 Modification and considered the application as presented by the applicant, findings, conditions and staff recommendations; and
WHEREAS the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project; and,
WHEREAS, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California hereby resolve as follows:

Resolution PC2024-20

Page 2 ends

Coachella City CouncilSeptember 4, 2024

Coachella City Council
September 4, 2024