Civic Center
53990 Enterprise Way, Coachella, California
(760) 398-3502 www.coachella.org
AGENDA
OF A REGULAR MEETING
OF THE
CITY OF COACHELLA
PLANNING COMMISSION
March 20, 2024
6:00 PM
In-Person Meeting
Location:
Civic Center
53990 Enterprise Way,
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:
1 PLEDGE OF ALLEGIANCE:
ROLL CALL:
SPECIAL ORDER OF BUSINESS:
Selection of Planning Commission Chair and Vice-Chair.
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 February 21, 2024
2. Special Planning Commission Study Session Minutes February 29, 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:
3. Coachella Valley Apartments 1st 1-Year Time Extension Architectural Review No. 22-12. The project consisting of a proposed development of a 242-unit multi-family residential gated community with 15 buildings totaling 223,740 square feet on 9.7 acres of vacant land located near the southwest corner of Van Buren Street and Avenue 48.
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):
4. Variance 23-04 – Rochin, Setback
Variance No. 23-04 a request for a for five foot five inch rear yard setback variance and five percent lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street. Applicant: Ramon Rochin.
5. 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
6. CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Length of Stay Modification Request - The Applicant proposed a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area. Applicant: Coach RV LLC 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 ESPECIAL DE
LA
COMISIÓN DE PLANIFICACIÓN
PLANNING COMMISSION
20 de Marzo, 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 LLAMADO AL ORDEN:
JURAMENTO A LA BANDERA:
PASE DE LISTA:
ORDEN DEL DÍA ESPECIAL
Selection of Planning Commission Chair and Vice-Chair.
ORDEN DEL DÍA ESPECIAL
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 – 21 de Febrero 2024.
2. Borrador de las Actas de la Comisión de Planificación – 29 de Febrero 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:
3. Coachella Valley Apartments Primera extensión de 1 año Architectural Review No. 22-12. El proyecto consiste en una propuesta de desarrollo de una comunidad residencial multifamiliar cerrada de 242 unidades con 15 edificios que suman un total de 223,740 pies cuadrados en 9.7 acres de terreno baldío ubicado cerca de la esquina suroeste de Van Buren Street y Avenue 48.
CALENDARIO DE AUDIENCIAS PÚBLICAS (CUASI-JUDICIAL):
4. Variance No. 23-04 Rochin, Retranqueo de una estructura de patio existente de 644 pies cuadrados construida sin un permiso con un retranqueo de patio trasero de 4' 7” y una cobertura de patio trasero del 55% donde se requiere un retranqueo de 10 pies y se requiere un máximo de cobertura de patio trasero 5 Agenda Planning Commission March 20, 2024
del 50%. requerido.
5. AR No. 23-14 CUP 375 Estacionamiento del Centro Islámico Coachella para la construcción de un estacionamiento para dar servicio al edificio existente de la Sociedad Islámica Coachella de Palm Springs en 84650 49th Avenue. Solicitante: Sociedad Islámica de Palm Springs.
6. CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Solicitud de modificación de la duración de la estadía: el solicitante propuso una modificación al Permiso de uso condicional (CUP 308) y a la Revisión arquitectónica (AR 18-18) para extender el período permitido de alojamiento más allá de 30 días y modificaciones menores al plan paisajístico para un nuevo 469. -Campamento para vehículos recreativos espaciales (RV), Coachella Lakes RV Resort, con un tamaño promedio de puestos de 2,580 pies cuadrados, incluida una casa club de 1,400 pies cuadrados, tres edificios de lavandería/baños, con calles privadas y área común.
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
OFTHE CITY OF THE
CITY OFCOACHELLA
PLANNING COMMISSION
February 21, 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 Murillo.
ROLL CALL:
Commissioners Present: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
Commissioners Absent: Commissioner Ramirez, Alternate Commissioner Fonseca Staff Present: *Gabriel Perez, Development Services Director. *Adrian Moreno, Associate Planner
*Jesus Medina, Information Technology Tech.
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 COMMISSIONER ARVIZU TO APPROVE THE AGENDA.
Approved by the following roll call vote:
AYES: Commissioner Murillo, Chair Gonzalez, Commissioner Arvizu.
NOES: None.
ABSTAIN: None.
ABSENT: Vice Chair Hernandez, Commissioner Ramirez, Alternate Commissioner Fonseca.
APPROVAL OF THE MINUTES:
1. Planning Commission Meeting Minutes – February 7, 2024.
IT WAS MOVED BY COMMISSIONER ARVIZU AND SECONDED BY COMMISSIONER MURILLO TO APPROVE THE MINUTES.
Approved by the following roll call vote:
AYES: Commissioner Murillo, Commissioner Arvizu, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Vice Chair Hernandez, Commissioner Ramirez, Alternate Commissioner Fonseca.
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. Request for a third 12-Month Time Extension for Tentative Tract Map No. 37040, Conditional Use Permit No. 266, and Architectural Review 16-03 (Coachella Vineyards) to allow an 188-space recreational vehicle (RV) park/subdivision, 100 townhouses, and an 11-story, 200-unit hotel and associated facilities on a total of 48 acres of vacant land in the CT-PD (Tourist Commercial – Planned Development) zone located at the northeast corner of Vista Del Norte and Tyler Street.
Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is in the Planning Division file.
Public Hearing Opened at 6:14 pm by Chair Gonzalez.
Public Hearing Closed at 6:15 pm by Chair Gonzalez.
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER MURILLO TO APPROVE A THIRD 12-MONTH TIME EXTENSION FOR TENTATIVE TRACT MAP NO. 37040, CONDITIONAL USE PERMIT NO. 266, AND ARCHITECTURAL REVIEW 16-03 (COACHELLA VINEYARDS) LOCATED AT THE NORTHEAST CORNER OF VISTA DEL NORTE AND TYLER STREET.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):
3. Variance 23-04 – Rochin, Setback
Variance No. 23-04 a request for a for a setback and lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street. Applicant: Ramon Rochin.
Adrian Moreno, Associate Planner, gave a brief presentation for the item. A copy of the presentation is in the Planning Division file.
Public Hearing Opened at 6:52 pm by Chair Gonzalez.
Public Hearing Closed at 6:55 pm by Chair Gonzalez.
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER ARVIZU TO APPROVE VARIANCE 23-04 AND DIRECTED STAFF TO PREPARE A PLANNING COMMISSION RESOLUTION FOR APPROVAL OF VARAINCE 23-04 THAT WILL RETURN TO THE NEXT PLANNING COMMISSION MEETING OF MARCH 20, 2024.
9 Item 1.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
4. Architectural Review No. 23-08 Love’s Travel Stop Façade Remodel a request to modify for exterior modifications to the Love’s Travel Stop Exterior to include an approximately 200 sq. ft. addition at southwest corner of the building for an observation and IT room, tower and vestibule addition at the front of the building and new color scheme at 45-761 Dillon Road. Applicant: Mirna Smith Gabriel Perez, Development Services Director, gave a brief presentation for the item. A copy of the presentation is in the Planning Division file.
Public Hearing Opened at 7:22 pm by Chair Gonzalez.
Public Hearing Closed at 7:47 pm by Chair Gonzalez.
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER ARVIZU TO ADOPT RESOLUTION NO. PC 2024-04 APPROVING ARCHITECTURAL REVIEW NO. 23-08 TO ALLOW EXTERIOR MODIFICATIONS TO THE LOVE’S TRAVEL SHOP EXTERIOR LOCATED AT 45-761 DILLON ROAD WITH THE FOLLOWING MODIFICATIONS:
REMOVE CONDITION NO. 5 REQUIRING ELEVATION PLANS TO BE REVISED TO INCLUDE
ADDITIONAL WINDOWS ALONG THE FRONT ELEVATION
SUBMIT A MODIFIED LANDSCAPE PLAN
REQUIRE EXTERIOR PAINTING OF THE CARLS JR RESTAURANT THAT SHOWS
CONSISTENCY WITH THE OVERALL PLANS
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
5. Sign Program for Covalda Apartments The applicant proposes a sign program for the design and regulation of commercial tenants and overall project signage for the approved Covalda mixed-use development consisting of 108 residential apartment units and 4 commercial tenants spaces. Applicant: Chelsea Investments
Gabriel Perez, Development Services Director, informed the Planning Commission that there was a noticing error for the item and it will be continued to the next Planning Commission meeting taking place February 29, 2024.
Public Hearing Opened at 7:51 pm by Chair Gonzalez.
IT WAS MOVED BY COMMISSIONER ARVIZU AND SECONDED BY COMMISSIONER MURILLO TO CONTINUE THE ITEM FOR THE NEXT PLANNING COMMISSION MEETING OF FEBRUARY 29, 2024.
10 Item 1.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
6. CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Length of Stay Modification Request - The Applicant proposed a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area Gabriel Perez, Development Services Director, informed the Planning Commission that the item will need to be renoticed and will return to the next Planning Commission meeting on February 29, 2024.
Public Hearing Opened at 7:54 pm by Chair Gonzalez.
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER MURILLO TO CONTINUE THE ITEM FOR THE NEXT PLANNING COMMISSION MEETING OF FEBRUARY 29, 2024.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
INFORMATIONAL:
7. Director’s Development Update
There will be a Special Planning Commission meeting on February 29, 2024. Next regular Planning Commission meeting will be cancelled due to Planning Commissioners attending the Planning Commissioners Academy.
LAFCO meeting for the Sphere of Influence effort of the Pocket 7 Area will be taking place Thursday February 22, 2024. Recommendation by LAFCO staff is to approve the item. Another workshop regarding ADU pre-approved plans will take place on March 7, 2024.
Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 7:56 PM
11 Item 1.
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.
12 Item 1.
13 Item 1.
City Council Chamber
1515 6th Street, Coachella, CA
(760) 398-3502 www.coachella.org
MINUTES
OF ASPECIAL MEETING
OF THE
CITY OFCOACHELLA
PLANNING COMMISSION
February 29, 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
14 Item 2.
CALL TO ORDER: 6:00 PM
PLEDGE OF ALLEGIANCE:
Commissioner Murillo.
ROLL CALL:
Commissioners Present: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez, Commissioner Ramirez.
Commissioners Absent: Alternate Commissioner Fonseca.
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 HERNANDEZ AND SECONDED BY COMMISSIONER ARVIZU TO APPROVE THE AGENDA.
Approved by the following roll call vote:
AYES: Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez, Commissioner Arvizu.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
APPROVAL OF THE MINUTES:
1. Planning Commission Meeting Minutes – February 21, 2024.
IT WAS MOVED BY COMMISSIONER MURILLO AND SECONDED BY VICE CHAIR HERNANDEZ TO APPROVE THE MINUTES.
Approved by the following roll call vote:
AYES: Vice Chair Hernandez, Commissioner Murillo, Commissioner Arvizu, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
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.” 15 Item 2.
REPORTS AND REQUESTS:
None.
NON-HEARING ITEMS:
None.
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):
1. AR 23-10 Armtec Defense Technologies for the construction of (7) solar canopies and (1) ground mount solar grid at the southwest corner of Avenue 53 and Tyler Street, (APN: 778-420-013 and 778-390-008).
Applicant: BayWare Power Solutions.
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 6:20pm by Chair Gonzalez
Public Hearing Closed at 6:20pm by Chair Gonzalez
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER MURILLO TO ADOPT RESOLUTION NO. PC 2024-06 APPROVING ARCHITECTUAL REVIEW 23-10 TO ALLOW FOR THE CONSTRUCTION OF (7) SOLAR CANOPIES AND (1) GROUND MOUNT SOLAR GRID AT THE SOUTHWEST CORNER OF AVENUE 53 AND TYLER STREET.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez.
NOES: None.
ABSTAIN: None.
ABSENT: Commissioner Ramirez, Alternate Commissioner Fonseca.
2. AR No. 16-03 (Modification), CUP 266, TTM 37040 EA 16-01 Coachella Vineyards Luxury RV Park Modification – a modification of the configuration of hotel elements that include the parking structure and retail space for the approved Coachella Vineyards project at the northeast corner at Vista Del Norte and Tyler Street. Applicant: Abraham Gottlieb
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 6:39pm by Chair Gonzalez
Abraham Gottlieb, Applicant, spoke and provided comments.
Public Hearing Closed at 6:46pm by Chair Gonzalez
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER ARVIZU TO ADOPT RESOLUTION NO. PC 2024-05 APPROVING ARCHITECTURAL REVIEW 16-03 (MODIFICATION), CONDITIONAL USE PERMIT NO. 226, AND TENTATIVE TRACT MAP NO. 37040, AND ENVIRONMENTAL ASSESSMENT NO. 16-01 COACHELLA VINEYARD LUXURY RV PARK16 Item 2.
MODIFICATION FOR THE MODIFICATION OF THE ORIGINAL APPROVED COACHELLA VINEYARDS
PROJECT LOCATED AT THE NORTHEAST CORNER OF VISTA DEL NORTE AND TYLER STREET WITH THE FOLLOWING MODIFICATION:
INCLUSION OF RIVEROCK AT VARIOUS SIZES
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez, Commissioner Ramirez.
NOES: None.
ABSTAIN: None.
ABSENT: Alternate Commissioner Fonseca.
3. Covalda “Tripoli” Mixed-Use Project Architectural Review (AR) No. 22-04 and (CUP) 351 modification to establish a sign program for a mixed-use development consisting of 108 apartment units and four retail units on 2.8 acres of vacant DT-PV (Downtown) zoned property at the northeast corner of Cesar Chavez Street and Bagdad Avenue (APN# 778-081-003 and -001) Applicant: Chelsea Investment Corporation (Continued from February 21, 2024)
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 7:11pm by Chair Gonzalez
Public Hearing Closed at 7:12pm by Chair Gonzalez
IT WAS MOVED BY VICE CHAIR HERNANDEZ AND SECONDED BY COMMISSIONER RAMIREZ TO ADOPT RESOLUTION NO. PC 2024-03 APPROVING ARCHITECTURAL REVIEW NO. 22-04 AND CONDITIONAL USE PERMIT NO. 351 MODIFICATION TO APPROVE A SIGN PROGRAM FOR A MIXUSE DEVELOPMENT CONSISTING OF 108 AFFORDABLE APARTMENT UNITS, WITH 1-3 BEDROOM OPTIONS, AND FOUR RETAIL SPACES ON 2.8 ACRES AT THE NORTHEAST CORNER OF CESAR CHAVEZ STREET AND BAGDAD AVENUE WITH THE FOLLOWING MODIFICATION:
WINDOW SIGNS SHALL NOT OCCUPY MORE THAN 15% OF AREA OF THE WINDOW FRONTAGE UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIRECTOR.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez, Commissioner Ramirez.
NOES: None.
ABSTAIN: None.
ABSENT: Alternate Commissioner Fonseca.
4. CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Length of Stay Modification Request - The Applicant proposed a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area Gabriel Perez, Development Services Director, gave a brief presentation for the item. A copy of the presentation is on file in the Planning Division.
17 Item 2.
Public Hearing Opened at 7:20pm by Chair Gonzalez.
IT WAS MOVED BY COMMISSIONER RAMIREZ AND SECONDED BY COMMISSIONER MURILLO TO CONTINUE CONDITIONAL USE PERMIT NO. 308 AND ARCHITECTURAL REVIEW NO. 18-18 MODIFICATION TO THE NEXT REGULAR PLANNING COMMISSION MEETING OF MARCH 20, 2024.
Approved by the following roll call vote:
AYES: Commissioner Arvizu, Commissioner Murillo, Vice Chair Hernandez, Chair Gonzalez, Commissioner Ramirez.
NOES: None.
ABSTAIN: None.
ABSENT: Alternate Commissioner Fonseca.
INFORMATIONAL:
5. Director’s Development Updates
The next Planning Commission Meeting will be canceled due to Planning Commissioners attending the Planning Commissioners Academy.
Respectfully Submitted by,
Gabriel Perez
Planning Commission Secretary
ADJOURNMENT: 7:35 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.
18 Item 2.
19 Item 2.
STAFF REPORT
3/20/2024
TO: Planning Commission Chair and Commissioners
FROM: Gabriel Perez, Development Services Director
SUBJECT: Coachella Valley Apartments 1st 1-Year Time Extension Architectural Review No. 22-
12. The project consisting of a proposed development of a 242-unit multi-family residential gated community with 15 buildings totaling 223,740 square feet on 9.7 acres of vacant land located near the southwest corner of Van Buren Street and Avenue 48.
STAFF RECOMMENDATION:
Staff recommends that the Planning Commission continue consideration of Coachella Valley Apartments 1st 1-Year Time Extension for Architectural Review No. 22-12 to the Planning Commission meeting of April 3, 2024. The project consisting of a proposed development of a 242-unit multi-family residential gated community with 15 buildings totaling 223,740 square feet on 9.7 acres of vacant land located near the southwest corner of Van Buren Street and Avenue 48. 20 Item 3.
STAFF REPORT
3/14/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: Variance 23-04 – Rochin, Setback
SPECIFICS: Variance No. 23-04 a request for a for five foot five inch rear yard setback variance and five percent lot coverage variance for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street. Applicant:
Ramon Rochin.
STAFF RECOMMENDATION:
Staff recommends that the Planning Commission adopt Resolution No. PC 2024-02 approving Variance (VAR) No. 23-04, a request for a five foot five inch rear yard setback variance and five percent lot coverage variance that allows for an accessory structure to be constructed at a four foot and seven inch rear yard setback from the rear property line and at 55% lot coverage for an existing 644 SF patio structure constructed without a permit at 48440 Charlton Peak Street.
BACKGROUND:
The applicant submitted an application for a JADU in June of 2023 where Staff discovered that the patio in the rear yard was not permitted with the City. The applicant chose to submit a variance for the rear yard setback and lot coverage that allows for an accessory structure to be constructed at a four foot and seven inch rear yard setback from the rear property line and at 55% lot coverage for an existing 644 SF patio structure. The variance would allow the applicant to keep the patio to remain as existing. On February 21, 2024, this item was heard by Planning Commission where they continued the item and directed staff to prepare a resolution of approval of Variance No. 23-
04. 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 “New Construction or Conversion of Small Structures” (CEQA Guidelines, Section 15303). The proposed project consists of the location of a small patio structure.
21 Item 4.
ALTERNATIVES:
1) Adopt Resolution No. PC2024-02 approving Variance No. 23-04 with the findings and conditions as recommended by Staff.
2) Adopt Resolution No. PC2024-02 with the findings and conditions as recommended by Staff with modifications as proposed by the Planning Commission. 3) Not approve Resolution No. PC 2024-02 and request that staff prepare a Planning Commission Resolution for denial of Variance No. 23-04. 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 approve Variance No. 23-04 with the findings listed in Resolution No.
PC2024-02.
Attachments:
1. Resolution No. PC2024-02
2. Vicinity Map
3. Site Plan
4. Structural Plan
5. Site Photos
6. Riverside County Fire Department Comments
7. City Building Department Comments
22 Item 4.
Attachment 1
RESOLUTION NO. PC 2024-02
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
COACHELLA, CALIFORNIA APPROVING VARIANCE NO. 23-04, A
REQUEST FOR A FOR A FIVE FOOT AND FIVE INCH SETBACK
VARIANCE AND FIVE PERCENT LOT COVERAGE VARIANCE FOR AN
EXISTING 644 SF PATIO STRUCTURE CONSTRUCTED WITHOUT A
PERMIT AT 48440 CHARLTON PEAK STREET. RAMON ROCHIN,
APPLICANT.
WHEREAS, Ramon Rochin filed an application for Variance 23-04, a request for a a five foot five inch rear yard setback variance and five percent lot coverage variance that allows for an accessory structure to be constructed at a four foot and seven inch rear yard setback from the rear property line and at 55% lot coverage for an existing 644 square foot patio structure constructed without a permit at 48440 Charlton Peak Street; Assessor’s Parcel No. 612-573-009 (“Project”); and,
WHEREAS, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
WHEREAS, the proposed patio construction is inconsistent with the residential development standards of the Zoning Ordinance and can only be permitted with approval of a variance pursuant to Chapter 17.76 Variances of the Coachella Municipal Code, subject to supported written findings of determination; and, WHEREAS, the Planning Commission conducted a duly noticed public hearing on Variance 23-04 on February 21, 2024 at 1515 6th Street, Coachella, California regarding the proposed Project; and,
WHEREAS, the Planning Commission on February 21, 2024 at the duly noticed public hearing motioned to continue Variance 23-04 to the planning commission hearing date of March 20, 2024 at 1515 6th Street, Coachella, California; 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.
NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California does hereby approves Variance No. 23-04 that permits a five foot five inch rear yard setback variance and five percent lot coverage variance that allows for an accessory structure to be constructed at a four foot and seven inch rear yard setback from the rear property line and at 55% lot coverage at 48440 Charlton Peak Street, subject to the findings listed below.
FINDINGS FOR DENIAL OF VARIANCE NO. 23-04:
1. That the strict application of the provisions of this chapter would result in practical difficulties or unnecessary hardships inconsistent with the general purpose and intent of the chapter the Coachella Municipal Code. The lot is within the S-N Suburban Neighborhood zone which requires a minimum rear yard to be 20 feet for the main 23 Item 4.
Resolution No. PC2024-02
residence, as required by the development standards of that zone. The subject property only has a 19 foot rear yard, below the required minimum rear yard required in the zone. The existing rear yard on the property unduly constrains the dimensions and total size of accessory structures on the site. This constrained size of the rear yard results in practical difficulties and unnecessary hardships on the construction of accessory structures on the site.
2. There are special circumstances applicable to the subject property such as size, shape, topography, location or surroundings that do not apply generally to other property in the same zone and vicinity. The rear yard on this lot provides a 19 foot setback which is smaller than the 20 foot setback required in the S-N Suburban Neighborhood zone.
The majority of homes in the vicinity have the 20 foot rear yard setback. The smaller size of the rear yard unduly constrains the extent of the size and shape of accessory structures in the yard. The subject property is oriented in an east-west orientation which is not at the recommended orientation for energy conservation per policy 5.10 of the Land Use and Community Charter of the General Plan which recommends lots at a north-west orientation. The smaller than required size of the rear yard and the east-west orientation of the lot compounds to a special circumstance in terms of location and size that is not typical for properties within that zone and vicinity.
3. The variance is necessary for the preservation and enjoyment of a substantial property right or use generally possessed by other property in the same zone and vicinity, but which, because of such special circumstances and practical difficulties or unnecessary hardships is denied to the property in question. As mentioned in Finding 1 and 2, meeting the standards of the Coachella Municipal Code will require a smaller patio size than what is typical of the zone and the vicinity. As mentioned in Finding 1 and 2, the orientation and of the lot negatively impacts energy conservation, which is compounded by the fact that the city of Coachella faces extreme heat and weather year round. Without the variance, a smaller size patio would be required to be constructed, a smaller patio than what is typical in that zone and in the vicinity.
Granting of the setback and lot coverage Variance as proposed will ensure the preservation and enjoyment of constructing an accessory structure at a size that minimizes the unnecessary hardship faced by the property owner for the smaller size rear yard east-west orientation of the lot.
4. The granting of the proposed variance would not be materially detrimental to the public welfare or injurious to the property or improvements in the same zone or vicinity in which the property is located. The existing patio accessory structure would not be detrimental to the public or injurious to the property or improvements in the same zone or vicinity in which the property is located. The patio structure is located in the rear yard of the subject property, only visible along an internal street within the neighborhood, and not visible from the nearest park. The patio structure is subject to the comments received by the Riverside County Fire Department and are subject to the California Building Standards that will ensure the patio would not be permitted without substantially meeting building safety standards. 24 Item 4.
Resolution No. PC2024-02
5. The granting of the variance would not adversely affect any element of the General Plan, as the General Plan does not preclude accessory patio structures within a 5-foot setback or less within the Suburban Neighborhood designation. The general plan also does not preclude an accessory structure that results in a 55% lot coverage or less in the Suburban Neighborhood zone.
PASSED APPROVED and ADOPTED this 20
th day of March 2024 by the
following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Ruben Gonzalez
Planning Commission Chairperson
ATTEST:
______________________________
Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:
_____________________________
Carlos Campos
City Attorney
25 Item 4.
Attachment 1
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC2024-02 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 20
th day of March 2024 by the following vote of the Planning Commission:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
26 Item 4.
Resolution No. PC2024-02 EXHIBIT A
Exhibit A – Resolution No. PC2024-02
CONDITIONS OF APPROVAL FOR
VARIANCE NO. 23-04
ROCHIN, SETBACK
General Conditions
1. Variance 23-04 is approved for a five foot five inch rear yard setback variance and five percent lot coverage variance that allows for an accessory structure to be constructed at a four foot and seven inch rear yard setback from the rear property line and at 55% lot coverage at 48440 Charlton Peak Street.
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 the City Attorney, within five days of the effective date of this approval.
3. The applicant shall submit a building permit application for the structure that shall be approved by the Development Services Department.
Fire
4. The projection shall comply with the minimum setback detailed in the CA Residential Code Section R302, Table R302.1(1). This section and table identify a minimum 5.0-feet setback for non-fire-resistance rated projections. The existing projection is less than the 5.0-feet required and will need to (1) be modified to reduce beyond this requirement, or (2) Provide Plans detailing compliance with the fire-resistance rated requirements. Building Official will need to review and approve for minimum CRC compliance.
27 Item 4.
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
Vicinity Map
Site Calhoun Street Big Bear Place
Eagle Avenue
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28 Item 4.
29 Item 4.
Amerimax Exterior Home Products AlumawoodTM Patio Cover, Carport and Commercial Structure Engineering 2021 IBC
PAGES DRAWING SECTION DESCRIPTION
2 PAGES GN01-2021 GENERAL NOTES
GN02-2021
1 PAGE PROFESSIONAL ENGINEERING STAMPS PAGE
2 PAGES SC01-2021 SOLID PANEL STRUCTURAL CONFIGURATIONS SC02-2021 ALUMAWOOD STRUCTURAL CONFIGURATIONS
4 PAGES SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 38 PAGES SECTION 2.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR LATTICE COVERS 4 PAGES LT01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES LT02-2021
LT03-2021
LT04-2021
7 PAGES SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 51 PAGES SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS 4 PAGES NP01-2021 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2021
NP03-2021
NP04-2021
9 PAGES CD01-2021 COMPONENT PARTS AND CONNECTION DETAILS CD02-2021
CD03-2021
CD04-2021
CD05-2021
CD06-2021
CD07-2021
CD08-2021
CD09-2021
11 PAGES Misc1a-2021 MISCELLANEOUS DETAILS
Misc1b-2021 MISCELLANEOUS DETAILS
Misc2-2021 FAN BEAM DETAILS
Misc3-2021 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4a-2021 7.0 ALTERNATIVE FOOTING TABLES
Misc4b-2021 7.0 ALTERNATIVE FOOTING TABLES
Misc5a-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc5b-2021 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc6-2021 7.0 FORCES ON EXISTING STRUCTURES
Misc7-2021 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS December 16, 2022 Misc8-2021 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS Live Load: 10 psf
Wind Speed: up to 130 mph Exp C
Ramon Rochin
48440 Charlton Peak St
Coachella,CA 92236
30 Item 4.
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 1 of 133
MAY 09 2023
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MAY 09 2023
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MAY 09 2023
33 Item 4.
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 5 of 133
MAY 09 2023
Projection: 14'
Width: 34'
Height: 9'
FO'Hang: 1'
SO'Hang: 2'
34 Item 4.
SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES
Table 4.2 Post Description Max POST
GENERAL INSTRUCTIONS FOR THESE TABLES Hgt Type Detail
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE Twin 0.060"x1.5"x1.5" Scroll 10' A1 AC
2. CHOOSE PROJECTION (DIMENSION PARALLEL W/ PANELS), WIDTH (DIMENSION PERP TO PANELS) AND OVERHANG OF UNIT 0.040"x3"x3" Aluminum Post 10' A2 N14/Z
3. DETERMINE WIND, LIVE (OR GROUND SNOW LOAD) AND Ss (see Gen Not #3) OF STRUCTURE SITE 0.042"x3"x8" Aluminum Post 11' A3 N30 (PATIO COVERS USE 10 PSF MIN, CARPORT & COMMERCIAL UNITS USE 20 PSF MIN) 0.024"x3"x3"Post with 0.024" Sideplates 10' B N16, BK
4. a. DETERMINE IF PANELS ARE SINGLE OR MULTISPAN. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS TABLE 4.1 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 0.040"x3"x3"Post with 0.024" Sideplates 10' C N16, BK ADEQUATE CLEARSPAN FOR YOUR NEEDS. OVER‐ PROJECTION OF SINGLE SPAN STRUCTURES (FT) Clover 0.030"x3"x3" Alum 11' D N11, AH b. FOR AN ATTACHED STRUCTURE, CONFIRM THE ALLOWABLE SPAN BASED ON THE PANEL SUPPORT DETAIL. HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' Clover 0.040"x3"x3" Alum 11' E N11, AH c. DETERMINE THE PANEL TO HEADER FASTENING REQUIREMENTS 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 0.040"x3"x3"Post with 0.032" Sideplates 10' F N16, BK
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 0.5' 3.25' 3.75' 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3' Colonial 0.062" Extruded 11' G AE
6. LOCATE HEADER TABLE IN SECTION 5.0 W/ CORRECT PARAMETERS 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 0.041"x3"x3" Steel Clover 11' H1 N11, AH a. GROUND SNOW LOAD, SEE GEN NOTE #3 1.5' n/a 4.25' 4.75' 5.25' 5.75' 6.25' 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.3' 10.8' 11.3' 11.8' 0.041"x3"x3" Steel Clover 10' H2 N11, AH b. LIVE LOAD, SEE #3 ABOVE 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 0.041"x3"x3" Steel Clover 9' H3 N11, AH c. WIND SPEED, SEE GEN NOTE #3 2.5' n/a n/a n/a n/a n/a 6.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 10.8' 11.3' 11.8' 12.3' 0.041"x3"x3" Steel Clover 8' H4 N11, AH d. EXPOSURE, SEE GEN NOTE #3 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 0.041"x3"x3" Steel Clover 7' H5 N11, AH e. SEISMIC, SEE GEN NOTE #3 3.5' n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.25' 9.75' 10.25' 10.75' 11.3' 11.8' 12.3' 12.8' 1/8"x3"x3" Steel Square 12' I1 N17, AG f. ATTACHED OR FREESTANDING 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 1/8"x3"x3" Steel Square 10' I2 N17, AG g. TRIBUTARY WIDTH 4.5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 11.8' 12.3' 12.8' 13.3' 3/16"x3"x3" Steel Square 12' J1 N17, AG h. a‐e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13' 13.5' 3/16"x3"x3" Steel Square 10' J2 N17, AG
7. CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING. FOR PATIO COVERS SUPPORTED BY CONCRETE SLAB GOT TO STEP SLAB7 3/16"x4"x4" Steel Square 15' K1 N17, AG
8. DETERMINE FOOTING SIZE 3/16"x4"x4" Steel Square 12' K2 N17, AG USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET 3/16"x5"x5" Steel Square 15' L1 N17, AG a. STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE 3/16"x5"x5" Steel Square 12' L2 N17, AG b. PROJECTION IS EQUAL OR SHORTER THAN WIDTH (SEE SHEET SCO1) OR TABLES L1 AND L2 ON MISC5 ARE SATISFIED 3/16"x6"x6" Steel Square 15' M1 N17, AG c. GO TO #9a TO DETERMINE POST TYPE TABLE 4.3
IF EITHER 8a OR 8b ARE NOT TRUE THEN: Uplift Constrained d (in) d. CHOOSE CONSTRAINED FOOTING SIZE FROM SECTION 5.0 BASED ON THE POST HEIGHT d (in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 e. USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 14 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 f. CONSTRAINED FOOTINGS MUST USE DETAIL N29, AQ OR M5 15 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 g. GO TO 9b 16 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1
9. DETERMINE POST TYPE 17 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE IN SECTION 5.0 UNDER 18 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 MIN POST TYPE. CROSS REFERENCE LETTER CODE W/ TABLE 4.2 19 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 IF THIS POST'S MAX HEIGHT IS TOO SHORT, UPGRADE THE POST. 20 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 EXAMPLE: IF POST CODE FROM SECTION 5.0 IS H3, WHICH HAS A MAX HEIGHT OF 9' BUT A 10' 21 H1 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 IS DESIRED THEN UPGRADE POST TO TYPE I1 22 H1 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: 23 H1 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 24 H1 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 CONSTRAINED FOOTING ON TABLE 4.3 25 H1 H1 H1 H1 H1 H1 H1 H4 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 example 1: A 40" UPLIFT FOOTING AND A 20" CONSTRAINED FOOTING 26 H1 H1 H1 H1 H1 H1 H1 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 ARE REQUIRED. POST TYPE "H4" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 27 H1 H1 H1 H1 H1 H1 H1 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 "H4" TO BE A 0.041"X3"X3" STEEL CLOVER POST WITH A MAX HEIGHT OF 8'. 28 H1 H1 H1 H1 H1 H1 H1 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 example 2: A 20" UPLIFT FOOTING AND A 40" CONSTRAINED FOOTING 29 H1 H1 H1 H1 H1 H1 H2 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 ARE REQUIRED. POST TYPE "K2" IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 30 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 "K2" TO BE A 3/16"X4"X4" STEEL POST WITH A MAX HEIGHT OF 12'. 31 H1 H1 H1 H1 H1 H1 H3 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0
10. DETERMINE HEADER TO POST OR EXISTING STRUCTURE REQUIREMENTS 32 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0
11. USE THE APPROPRIATE DETAILS (N1‐N35 on SHEETS NP01‐NP04 or A‐BM ON SHEETS CD01‐CD09 ) 33 H1 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0
12. UPLIFT FOOTING MAY CHANGE SHAPE (ROUND, SET DEPTH) OR REDUCE SIZE USING TABLES 7.8, 7.9, 34 H1 H1 H1 H1 H1 H3 H5 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 0
7.10, 7.11 AND 7.12. 35 H1 H1 H1 H1 H2 H3 I1 I1 I1 I1 I1 I1 I1 I1 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0
13. CONSTRAINED FOOTINGS MAY CHANGE SHAPE OR BECOME NONCONSTRAINED USING TABLE 7.8 36 H1 H1 H1 H1 H2 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 0 CONSTRAINED FOOTINGS MAY BE REDUCED IN SIZE USING TABLE 7.12 37 H1 H1 H1 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 38 H1 H1 H1 H2 H3 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 39 H1 H1 H2 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 H1 H2 H2 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 SLAB 7. FROM THE APPLICABLE TABLE IN SECTION 5.0, USE THE SMALLER OF THE POST SPACING "ON SLAB" 41 H2 H2 H3 H3 H4 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 OR HEADER POST SPACING 42 H2 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 8. BOTH 8a AND 8b MUST BE TRUE 43 H3 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 9. FOLLOW 9a FROM ABOVE 44 H3 H3 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 10. FOLLOW 10 AND 11 FROM ABOVE 45 H3 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 TO DETERMINE "ON SLAB" POST 46 H4 H4 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 POST SPACING REQUIREMENTS INSTEAD OF SECTION 5.0. HEADER POST SPACING REQUIREMENTS 47 H4 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 ARE STILL DETERMINED FROM SECTION 5.0 48 H5 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 K2 M1 M1 M1 M1 M1 0 49 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 50 H5 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 51 I1 I1 I1 I1 I1 I1 I1 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 52 I1 I1 I1 I1 I1 I1 I2 I2 I2 I2 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 K1 K1 K2 K2 K2 K2 K2 L1 M1 M1 M1 M1 0 0 ICC ESR 1398 (2021 IBC) 12/16/2022 Page 52 of 133
MAY 09 2023
35 Item 4.
SECTION 4.0 SOLID COVER PANEL SPANS FOR ATTACHED COMMERCIAL AND PATIO STRUCTURES
2.5" x6" Super Six (Single Span) Detail N3, A 3.5" x12 Super 12 (Single Span) Detail D 2.5" x 12" Mark X (Single Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 Amerimax Exterior 10 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 10 0.018 7'-5'' 6'-8'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 10 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 10 0.018 9'-2'' 8'-9'' 8'-5'' 8'-1'' 7'-5'' 7'-0'' 6'-8'' Home Products
0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 13'-0'' 12'-9'' 12'-2'' 11'-2'' 10'-7'' 9'-5'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 12'-3'' 12'-0'' 11'-1'' 10'-3'' 9'-6'' 8'-10'' 8'-3'' 28921 US Hwy 74
0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 15'-8'' 15'-4'' 14'-3'' 13'-8'' 12'-11'' 12'-3'' 11'-4'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 13'-5'' 13'-2'' 12'-10'' 12'-5'' 11'-11'' 11'-1'' 10'-5'' Romoland, CA 92585
0.036 15'-10'' 15'-1'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 16'-9'' 16'-4'' 15'-7'' 14'-7'' 13'-10'' 13'-1'' 12'-8'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 14'-5'' 14'-2'' 13'-9'' 13'-4'' 12'-10'' 12'-5'' 11'-11'' 15 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 15 0.018 7'-4'' 6'-8'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 15 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 15 0.018 8'-5'' 8'-3'' 7'-8'' 7'-3'' 7'-0'' 6'-8'' 6'-4'' Carl Putnam, P. E.
0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 11'-8'' 11'-5'' 10'-9'' 10'-5'' 9'-11'' 9'-5'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 11'-1'' 10'-10'' 10'-3'' 9'-11'' 9'-6'' 8'-10'' 8'-3'' 3441 Ivylink Place
0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 13'-11'' 13'-8'' 13'-2'' 12'-8'' 12'-1'' 11'-2'' 10'-9'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-7'' 12'-5'' 12'-2'' 11'-7'' 11'-3'' 10'-11'' 10'-5'' Lynchburg, VA 24503
0.036 15'-10'' 15'-1'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 15'-3'' 14'-7'' 14'-1'' 13'-7'' 12'-11'' 12'-6'' 12'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 13'-7'' 13'-4'' 13'-0'' 12'-9'' 12'-4'' 12'-1'' 11'-5'' (434) 384-2514 20 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 20 0.018 6'-4'' 6'-1'' 5'-6'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 20 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 20 0.018 7'-8'' 7'-6'' 7'-2'' 6'-10'' 6'-7'' 6'-4'' 6'-2'' [email protected]
0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-9'' 10'-7'' 10'-3'' 9'-10'' 9'-5'' 9'-0'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 10'-3'' 10'-1'' 9'-9'' 9'-4'' 9'-0'' 8'-8'' 8'-3''
0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-11'' 12'-8'' 12'-3'' 11'-6'' 11'-1'' 10'-8'' 10'-3'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-0'' 11'-8'' 11'-5'' 11'-1'' 10'-10'' 10'-7'' 10'-4''
0.036 15'-1'' 14'-9'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 13'-10'' 13'-7'' 13'-1'' 12'-8'' 12'-4'' 11'-5'' 11'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-10'' 12'-9'' 12'-5'' 12'-2'' 11'-8'' 11'-4'' 11'-1'' 25 0.018 8'-4'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 25 0.018 6'-1'' 5'-11'' 5'-5'' 4'-8'' 4'-1'' 3'-7'' 3'-2'' 25 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 25 0.018 7'-6'' 7'-5'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1''
0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-7'' 10'-5'' 10'-1'' 9'-8'' 9'-5'' 9'-0'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-3'' 9'-0'' 8'-8'' 8'-3''
0.032 14'-2'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-11'' 12'-8'' 12'-3'' 11'-4'' 11'-1'' 10'-8'' 10'-3'' 0.032 10'-4'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 12'-0'' 11'-7'' 11'-4'' 11'-0'' 10'-10'' 10'-7'' 10'-4''
0.036 14'-11'' 14'-9'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 13'-10'' 13'-7'' 13'-1'' 12'-6'' 12'-2'' 11'-5'' 11'-0'' 0.036 11'-4'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-10'' 12'-9'' 12'-5'' 12'-1'' 11'-8'' 11'-4'' 11'-1'' 30 0.018 8'-3'' 7'-11'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 30 0.018 5'-7'' 5'-5'' 5'-0'' 4'-7'' 4'-1'' 3'-7'' 3'-2'' 30 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 30 0.018 7'-2'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1'' 5'-11''
0.024 10'-11'' 10'-5'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-3'' 8'-11'' 8'-7'' 8'-2'' 0.024 7'-6'' 7'-2'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 9'-8'' 9'-6'' 9'-3'' 8'-10'' 8'-6'' 8'-3'' 8'-0''
0.032 13'-9'' 13'-6'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 12'-1'' 12'-1'' 11'-4'' 10'-11'' 10'-6'' 10'-2'' 9'-10'' 0.032 10'-3'' 9'-10'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 11'-4'' 11'-3'' 11'-0'' 10'-9'' 10'-6'' 10'-2'' 9'-10''
0.036 14'-3'' 14'-3'' 13'-9'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 12'-11'' 12'-11'' 12'-4'' 12'-0'' 11'-3'' 10'-10'' 10'-6'' 0.036 11'-1'' 10'-10'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 12'-4'' 12'-4'' 11'-10'' 11'-6'' 11'-3'' 11'-0'' 10'-9''
35.7 0.018 7'-8'' 7'-7'' 7'-3'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 35.7 0.018 5'-0'' 4'-10'' 4'-6'' 4'-3'' 4'-0'' 3'-7'' 3'-2'' 35.7 0.018 5'-5'' 5'-2'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 35.7 0.018 6'-9'' 6'-8'' 6'-5'' 6'-4'' 6'-1'' 5'-10'' 5'-8''
0.024 10'-5'' 10'-2'' 9'-6'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 9'-8'' 9'-5'' 9'-2'' 8'-11'' 8'-7'' 8'-4'' 8'-1'' 0.024 7'-2'' 7'-1'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 9'-3'' 9'-0'' 8'-9'' 8'-6'' 8'-3'' 8'-0'' 7'-6''
0.032 13'-2'' 13'-0'' 12'-4'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 11'-4'' 11'-1'' 10'-9'' 10'-6'' 10'-2'' 9'-10'' 9'-6'' 0.032 9'-10'' 9'-7'' 9'-0'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 11'-0'' 10'-10'' 10'-8'' 10'-6'' 10'-2'' 9'-10'' 9'-7''
0.036 13'-10'' 13'-9'' 13'-6'' 12'-8'' 11'-8'' 10'-10'' 10'-2'' 0.036 12'-4'' 12'-2'' 11'-6'' 11'-3'' 10'-10'' 10'-6'' 10'-2'' 0.036 10'-8'' 10'-5'' 9'-11'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-10'' 11'-8'' 11'-5'' 11'-3'' 11'-0'' 10'-9'' 10'-7'' 42 0.018 7'-4'' 7'-3'' 7'-1'' 6'-8'' 6'-2'' 5'-9'' 5'-5'' 42 0.018 4'-6'' 4'-4'' 4'-2'' 3'-11'' 3'-8'' 3'-6'' 3'-2'' 42 0.018 5'-1'' 5'-1'' 4'-10'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 42 0.018 6'-5'' 6'-4'' 6'-3'' 6'-0'' 5'-10'' 5'-8'' 5'-6''
0.024 9'-11'' 9'-8'' 9'-5'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 9'-2'' 8'-11'' 8'-9'' 8'-6'' 8'-3'' 8'-0'' 7'-7'' 0.024 6'-10'' 6'-9'' 6'-6'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 8'-9'' 8'-6'' 8'-4'' 8'-2'' 7'-9'' 7'-6'' 7'-3''
0.032 12'-6'' 12'-4'' 12'-1'' 11'-4'' 10'-6'' 9'-9'' 9'-2'' 0.032 10'-9'' 10'-6'' 10'-3'' 10'-0'' 9'-9'' 9'-5'' 9'-2'' 0.032 9'-4'' 9'-1'' 8'-10'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 10'-8'' 10'-6'' 10'-4'' 10'-1'' 9'-9'' 9'-6'' 9'-3''
0.036 13'-4'' 13'-2'' 12'-10'' 12'-7'' 11'-8'' 10'-10'' 10'-2'' 0.036 11'-6'' 11'-3'' 11'-0'' 10'-9'' 10'-5'' 10'-1'' 9'-10'' 0.036 10'-2'' 9'-11'' 9'-8'' 9'-1'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-5'' 11'-3'' 11'-1'' 10'-11'' 10'-8'' 10'-6'' 10'-3'' 50 0.018 6'-11'' 6'-10'' 6'-8'' 6'-6'' 6'-2'' 5'-9'' 5'-5'' 50 0.018 4'-0'' 3'-11'' 3'-8'' 3'-6'' 3'-4'' 3'-1'' 2'-11'' 50 0.018 4'-10'' 4'-9'' 4'-8'' 4'-5'' 4'-2'' 3'-11'' 3'-8'' 50 0.018 6'-1'' 6'-0'' 5'-10'' 5'-9'' 5'-7'' 5'-5'' 5'-3''
0.024 9'-4'' 9'-2'' 8'-11'' 8'-9'' 8'-1'' 7'-7'' 7'-1'' 0.024 8'-7'' 8'-5'' 8'-3'' 8'-1'' 7'-9'' 7'-5'' 7'-1'' 0.024 6'-5'' 6'-4'' 6'-2'' 6'-0'' 5'-7'' 5'-2'' 4'-11'' 0.024 8'-3'' 8'-1'' 7'-9'' 7'-7'' 7'-4'' 7'-1'' 6'-11''
0.032 11'-8'' 11'-5'' 11'-2'' 10'-11'' 10'-6'' 9'-9'' 9'-2'' 0.032 10'-2'' 9'-11'' 9'-9'' 9'-6'' 9'-3'' 9'-0'' 8'-9'' 0.032 8'-9'' 8'-7'' 8'-5'' 8'-3'' 7'-8'' 7'-1'' 6'-8'' 0.032 10'-2'' 10'-0'' 9'-9'' 9'-7'' 9'-4'' 9'-1'' 8'-10''
0.036 12'-7'' 12'-5'' 12'-2'' 11'-8'' 11'-4'' 10'-10'' 10'-2'' 0.036 10'-10'' 10'-8'' 10'-5'' 10'-2'' 9'-11'' 9'-8'' 9'-5'' 0.036 9'-7'' 9'-4'' 9'-2'' 9'-0'' 8'-5'' 7'-10'' 7'-4'' 0.040 11'-0'' 10'-10'' 10'-8'' 10'-7'' 10'-4'' 10'-2'' 9'-11'' TABLE 4.12 TABLE 4.13 TABLE 4.14 TABLE 4.15
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x6" Super Six (Multispan) Detail N3, A 3.5" x12 Super 12 (Multi Span) Detail D 2.5" x 12" Mark X (Multispan) Detail B 2"x6" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C Snow Load Gauge Exposure C Exposure C (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 (psf) (in) 115 120 130 140 150 160 170 10 0.018 8'-11'' 8'-6'' 7'-9'' 7'-2'' 6'-7'' 6'-2'' 5'-9'' 10 0.018 8'-8'' 7'-10'' 6'-5'' 5'-4'' 4'-6'' 3'-10'' 3'-3'' 10 0.018 5'-7'' 5'-4'' 5'-0'' 4'-8'' 4'-4'' 4'-0'' 3'-9'' 10 0.018 9'-0'' 8'-8'' 7'-11'' 7'-3'' 6'-8'' 6'-3'' 5'-10''
0.024 11'-5'' 10'-11'' 10'-1'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 12'-6'' 11'-11'' 11'-0'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 8'-1'' 7'-8'' 7'-0'' 6'-5'' 6'-0'' 5'-7'' 5'-2'' 0.024 12'-0'' 11'-6'' 10'-7'' 9'-9'' 9'-2'' 8'-6'' 8'-0''
0.032 14'-6'' 13'-10'' 12'-9'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 14'-9'' 14'-1'' 13'-0'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 10'-10'' 10'-5'' 9'-7'' 8'-10'' 8'-3'' 7'-8'' 7'-2'' 0.032 13'-8'' 13'-5'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 10'-0''
0.036 16'-0'' 15'-3'' 14'-1'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 15'-10'' 15'-2'' 13'-11'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 11'-10'' 11'-4'' 10'-5'' 9'-8'' 9'-0'' 8'-5'' 7'-10'' 0.040 14'-8'' 14'-5'' 13'-11'' 13'-7'' 12'-10'' 12'-0'' 11'-3'' 15 0.018 8'-5'' 8'-3'' 7'-9'' 7'-2'' 6'-7'' 6'-2'' 5'-9'' 15 0.018 7'-9'' 7'-2'' 6'-5'' 5'-4'' 4'-6'' 3'-10'' 3'-3'' 15 0.018 5'-0'' 4'-11'' 4'-7'' 4'-5'' 4'-2'' 3'-10'' 3'-7'' 15 0.018 8'-9'' 8'-7'' 7'-11'' 7'-3'' 6'-8'' 6'-3'' 5'-10''
0.024 10'-11'' 10'-8'' 10'-1'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 12'-2'' 11'-10'' 11'-0'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 7'-2'' 7'-0'' 6'-8'' 6'-5'' 6'-0'' 5'-7'' 5'-2'' 0.024 11'-7'' 11'-4'' 10'-7'' 9'-9'' 9'-2'' 8'-6'' 8'-0''
0.032 13'-9'' 13'-6'' 12'-9'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 14'-3'' 13'-11'' 13'-0'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 10'-0'' 9'-9'' 9'-6'' 8'-10'' 8'-3'' 7'-8'' 7'-2'' 0.032 12'-10'' 12'-7'' 12'-5'' 12'-2'' 11'-4'' 10'-8'' 10'-0''
0.036 15'-1'' 14'-10'' 14'-1'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 15'-3'' 14'-11'' 13'-11'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-11'' 10'-8'' 10'-5'' 9'-8'' 9'-0'' 8'-5'' 7'-10'' 0.040 13'-9'' 13'-7'' 13'-4'' 13'-0'' 12'-7'' 12'-0'' 11'-3'' 20 0.018 7'-9'' 7'-7'' 7'-2'' 6'-11'' 6'-7'' 6'-2'' 5'-9'' 20 0.018 6'-5'' 6'-3'' 5'-8'' 5'-3'' 4'-6'' 3'-10'' 3'-3'' 20 0.018 4'-7'' 4'-6'' 4'-4'' 4'-1'' 3'-9'' 3'-7'' 3'-5'' 20 0.018 8'-1'' 7'-11'' 7'-8'' 7'-3'' 6'-8'' 6'-3'' 5'-10''
0.024 10'-3'' 10'-1'' 9'-9'' 9'-4'' 8'-9'' 8'-1'' 7'-7'' 0.024 11'-5'' 11'-2'' 10'-9'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-7'' 6'-5'' 6'-2'' 5'-9'' 5'-6'' 5'-3'' 5'-0'' 0.024 10'-10'' 10'-8'' 10'-3'' 9'-9'' 9'-2'' 8'-6'' 8'-0''
0.032 13'-0'' 12'-9'' 12'-3'' 11'-10'' 11'-0'' 10'-4'' 9'-9'' 0.032 13'-5'' 13'-2'' 12'-8'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 9'-4'' 9'-2'' 8'-9'' 8'-4'' 8'-1'' 7'-8'' 7'-2'' 0.032 12'-3'' 12'-2'' 11'-10'' 11'-7'' 11'-4'' 10'-8'' 10'-0''
0.036 14'-3'' 13'-11'' 13'-6'' 13'-0'' 12'-2'' 11'-4'' 10'-8'' 0.036 14'-4'' 14'-1'' 13'-7'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-2'' 10'-0'' 9'-7'' 9'-3'' 9'-0'' 8'-5'' 7'-10'' 0.040 13'-2'' 13'-0'' 12'-9'' 12'-5'' 12'-2'' 11'-10'' 11'-3'' 25 0.018 7'-7'' 7'-5'' 7'-2'' 6'-10'' 6'-7'' 6'-2'' 5'-9'' 25 0.018 6'-5'' 6'-3'' 5'-6'' 5'-1'' 4'-6'' 3'-10'' 3'-3'' 25 0.018 4'-6'' 4'-5'' 4'-3'' 4'-0'' 3'-8'' 3'-6'' 3'-5'' 25 0.018 7'-11'' 7'-9'' 7'-6'' 7'-2'' 6'-8'' 6'-3'' 5'-10''
0.024 10'-1'' 9'-11'' 9'-7'' 9'-3'' 8'-9'' 8'-1'' 7'-7'' 0.024 11'-2'' 11'-0'' 10'-7'' 10'-3'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-7'' 6'-5'' 6'-2'' 5'-8'' 5'-6'' 5'-3'' 5'-0'' 0.024 10'-8'' 10'-6'' 10'-1'' 9'-9'' 9'-2'' 8'-6'' 8'-0''
0.032 12'-9'' 12'-6'' 12'-1'' 11'-8'' 11'-0'' 10'-4'' 9'-9'' 0.032 13'-2'' 12'-11'' 12'-5'' 12'-1'' 11'-3'' 10'-6'' 9'-11'' 0.032 9'-2'' 9'-0'' 8'-8'' 8'-2'' 7'-11'' 7'-8'' 7'-2'' 0.032 12'-2'' 12'-0'' 11'-8'' 11'-5'' 11'-3'' 10'-8'' 10'-0''
0.036 13'-11'' 13'-8'' 13'-3'' 12'-10'' 12'-2'' 11'-4'' 10'-8'' 0.036 14'-1'' 13'-10'' 13'-4'' 12'-11'' 12'-1'' 11'-4'' 10'-7'' 0.036 10'-0'' 9'-10'' 9'-5'' 9'-1'' 8'-10'' 8'-5'' 7'-10'' 0.040 13'-0'' 12'-10'' 12'-7'' 12'-4'' 12'-1'' 11'-10'' 11'-3'' 30 0.018 7'-1'' 7'-1'' 6'-9'' 6'-6'' 6'-4'' 6'-1'' 5'-8'' 30 0.018 5'-6'' 5'-4'' 5'-1'' 4'-8'' 4'-4'' 3'-10'' 3'-3'' 30 0.018 4'-3'' 4'-2'' 4'-0'' 3'-8'' 3'-6'' 3'-5'' 3'-3'' 30 0.018 7'-6'' 7'-5'' 7'-1'' 6'-10'' 6'-8'' 6'-3'' 5'-10''
0.024 9'-7'' 9'-5'' 9'-1'' 8'-10'' 8'-5'' 8'-1'' 7'-7'' 0.024 10'-7'' 10'-5'' 10'-1'' 9'-10'' 9'-6'' 8'-11'' 8'-4'' 0.024 6'-1'' 6'-1'' 5'-8'' 5'-5'' 5'-2'' 4'-11'' 4'-9'' 0.024 10'-1'' 9'-11'' 9'-8'' 9'-4'' 9'-1'' 8'-6'' 8'-0''
0.032 12'-1'' 11'-10'' 11'-6'' 11'-2'' 10'-10'' 10'-4'' 9'-9'' 0.032 12'-5'' 12'-3'' 11'-10'' 11'-6'' 11'-2'' 10'-6'' 9'-11'' 0.032 8'-8'' 8'-4'' 8'-1'' 7'-10'' 7'-7'' 7'-2'' 6'-10'' 0.032 11'-8'' 11'-7'' 11'-4'' 11'-1'' 10'-11'' 10'-8'' 10'-0''
0.036 13'-3'' 13'-0'' 12'-7'' 12'-3'' 11'-11'' 11'-4'' 10'-8'' 0.036 13'-4'' 13'-1'' 12'-8'' 12'-4'' 12'-0'' 11'-4'' 10'-7'' 0.036 9'-5'' 9'-3'' 9'-0'' 8'-8'' 8'-3'' 8'-1'' 7'-9'' 0.040 12'-7'' 12'-5'' 12'-2'' 11'-11'' 11'-9'' 11'-5'' 11'-3''
35.7 0.018 6'-9'' 6'-8'' 6'-5'' 6'-3'' 6'-0'' 5'-8'' 5'-6'' 35.7 0.018 5'-1'' 4'-10'' 4'-7'' 4'-4'' 4'-1'' 3'-7'' 3'-3'' 35.7 0.018 4'-0'' 3'-10'' 3'-8'' 3'-6'' 3'-5'' 3'-3'' 3'-1'' 35.7 0.018 7'-1'' 7'-0'' 6'-9'' 6'-7'' 6'-4'' 6'-2'' 5'-10''
0.024 8'-11'' 8'-10'' 8'-7'' 8'-4'' 8'-0'' 7'-10'' 7'-7'' 0.024 9'-11'' 9'-10'' 9'-6'' 9'-2'' 8'-10'' 8'-5'' 8'-0'' 0.024 5'-8'' 5'-6'' 5'-4'' 5'-2'' 4'-11'' 4'-9'' 4'-7'' 0.024 9'-6'' 9'-4'' 9'-1'' 8'-10'' 8'-8'' 8'-4'' 8'-0''
0.032 11'-4'' 11'-2'' 10'-10'' 10'-7'' 10'-4'' 10'-1'' 9'-9'' 0.032 11'-8'' 11'-6'' 11'-2'' 10'-11'' 10'-8'' 10'-5'' 9'-11'' 0.032 8'-1'' 7'-11'' 7'-8'' 7'-4'' 7'-1'' 6'-9'' 6'-7'' 0.032 11'-3'' 11'-1'' 10'-11'' 10'-9'' 10'-7'' 10'-5'' 10'-0''
0.036 12'-5'' 12'-3'' 11'-11'' 11'-7'' 11'-4'' 11'-1'' 10'-8'' 0.036 12'-6'' 12'-4'' 12'-0'' 11'-8'' 11'-5'' 11'-1'' 10'-7'' 0.036 8'-10'' 8'-8'' 8'-5'' 8'-2'' 7'-10'' 7'-8'' 7'-3'' 0.040 12'-1'' 11'-11'' 11'-9'' 11'-6'' 11'-4'' 11'-2'' 10'-11'' 42 0.018 6'-4'' 6'-3'' 6'-1'' 5'-10'' 5'-7'' 5'-5'' 5'-3'' 42 0.018 4'-7'' 4'-4'' 4'-2'' 4'-0'' 3'-7'' 3'-5'' 3'-2'' 42 0.018 3'-8'' 3'-7'' 3'-6'' 3'-4'' 3'-3'' 3'-1'' 2'-11'' 42 0.018 6'-8'' 6'-7'' 6'-5'' 6'-4'' 6'-1'' 6'-0'' 5'-7''
0.024 8'-5'' 8'-4'' 8'-1'' 7'-11'' 7'-8'' 7'-6'' 7'-2'' 0.024 9'-5'' 9'-2'' 8'-10'' 8'-7'' 8'-1'' 7'-10'' 7'-6'' 0.024 5'-4'' 5'-2'' 5'-0'' 4'-11'' 4'-8'' 4'-6'' 4'-5'' 0.024 9'-0'' 8'-10'' 8'-8'' 8'-5'' 8'-2'' 8'-0'' 7'-9''
0.032 10'-8'' 10'-7'' 10'-4'' 10'-1'' 9'-10'' 9'-7'' 9'-4'' 0.032 11'-1'' 10'-11'' 10'-8'' 10'-5'' 10'-2'' 9'-11'' 9'-7'' 0.032 7'-7'' 7'-4'' 7'-2'' 7'-0'' 6'-8'' 6'-7'' 6'-4'' 0.032 10'-10'' 10'-9'' 10'-7'' 10'-5'' 10'-2'' 10'-0'' 9'-8''
0.036 11'-9'' 11'-7'' 11'-4'' 11'-1'' 10'-10'' 10'-7'' 10'-3'' 0.036 11'-10'' 11'-8'' 11'-5'' 11'-1'' 10'-10'' 10'-8'' 10'-4'' 0.036 8'-3'' 8'-2'' 7'-11'' 7'-9'' 7'-4'' 7'-2'' 6'-11'' 0.040 11'-8'' 11'-6'' 11'-4'' 11'-2'' 11'-0'' 10'-10'' 10'-7'' 50 0.018 5'-10'' 5'-9'' 5'-7'' 5'-6'' 5'-4'' 5'-2'' 5'-0'' 50 0.018 4'-1'' 3'-10'' 3'-7'' 3'-6'' 3'-3'' 3'-1'' 2'-11'' 50 0.018 3'-5'' 3'-4'' 3'-3'' 3'-2'' 3'-0'' 2'-11'' 2'-9'' 50 0.018 6'-4'' 6'-3'' 6'-1'' 6'-0'' 5'-8'' 5'-6'' 5'-5''
0.024 7'-10'' 7'-10'' 7'-8'' 7'-6'' 7'-2'' 7'-0'' 6'-10'' 0.024 8'-5'' 8'-5'' 8'-1'' 7'-10'' 7'-6'' 7'-0'' 6'-10'' 0.024 4'-11'' 4'-10'' 4'-8'' 4'-7'' 4'-5'' 4'-3'' 4'-2'' 0.024 8'-4'' 8'-4'' 8'-2'' 8'-0'' 7'-9'' 7'-7'' 7'-4''
0.032 9'-11'' 9'-11'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 8'-11'' 0.032 10'-3'' 10'-3'' 10'-0'' 9'-10'' 9'-7'' 9'-5'' 9'-2'' 0.032 7'-0'' 6'-10'' 6'-8'' 6'-7'' 6'-4'' 6'-2'' 6'-0'' 0.032 10'-4'' 10'-4'' 10'-1'' 9'-10'' 9'-8'' 9'-6'' 9'-3''
0.036 10'-11'' 10'-11'' 10'-8'' 10'-5'' 10'-3'' 10'-0'' 9'-9'' 0.036 11'-0'' 11'-0'' 10'-9'' 10'-6'' 10'-4'' 10'-1'' 9'-10'' 0.036 7'-8'' 7'-8'' 7'-4'' 7'-2'' 6'-11'' 6'-9'' 6'-7'' 0.040 11'-1'' 11'-1'' 10'-11'' 10'-9'' 10'-7'' 10'-6'' 10'-3'' TABLE 4.16 TABLE 4.17 TABLE 4.18 TABLE 4.19
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 54 of 133
MAY 09 2023
CL = P - OH = 14' - 1' = 13'
36 Item 4.
115 MPH EXP C 120 MPH EXP C 130 MPH EXP C 140 MPH EXP C 150 MPH EXP C 160 MPH EXP C Panel or 130 MPH EXP B or 140 MPH EXP B or 150 MPH EXP B or 160 MPH EXP B or 170 MPH EXP B or 170 MPH EXP B Headers Thickness 1234 123123 12345123456 1234567
(in) Number of #10 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 3' 6' 9' MAX 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' MAX Single 3x8 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6'
5.5" Alum Fascia 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6' All others 0.018 2' 3' 5' 6' 1' 3' 4' 1' 2' 4' 1' 2' 3' 4' 5' 1' 2' 3' 4' 5' 5' 1' 2' 2' 3' 4' 5' 6' Dble Headers 0.024 4' 8' 12' MAX 4' 8' 11' 3' 6' 10' 3' 6' 8' 11' 14' 2' 5' 7' 10' 12' 15' 2' 4' 6' 8' 11' 13' 15' Single 3x8 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7'
5.5" Alum Fascia 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7' All others 0.024 2' 4' 6' 8' 2' 4' 6' 2' 3' 5' 1' 3' 4' 6' 7' 1' 2' 4' 5' 6' 7' 1' 2' 3' 4' 5' 6' 7' Dble Headers 0.032 6' 11' 17' MAX 5' 10' 15' 4' 9' 13' 4' 7' 11' 15' MAX 3' 6' 10' 13' 16' MAX 3' 6' 8' 11' 14' 17' MAX Single 3x8 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10'
5.5" Alum Fascia 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10' All others 0.032 3' 6' 8' 11' 3' 5' 8' 2' 4' 6' 2' 4' 6' 7' 9' 2' 3' 5' 6' 8' 10' 1' 3' 4' 6' 7' 8' 10' Dble Headers 0.036 6' 11' 17' MAX 5' 10' 15' 4' 9' 13' 4' 8' 11' 15' 19' 3' 7' 10' 13' 16' MAX 3' 6' 9' 11' 14' 17' MAX Single 3x8 0.036 3' 6' 9' 12' 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' 11'
5.5" Alum Fascia 0.036 3' 6' 9' 12' 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' 11' All others 0.036 3' 6' 9' 12' 3' 6' 9' 2' 5' 7' 2' 4' 6' 8' 10' 2' 4' 5' 7' 9' 11' 2' 3' 5' 6' 8' 10' 11' Table 4.36b Maximum Tributary Width for Each Header/Panel and Number of #10 Screw Combination 115 MPH EXP C 120 MPH EXP C 130 MPH EXP C 140 MPH EXP C 150 MPH EXP C 160 MPH EXP C Panel or 130 MPH EXP B or 140 MPH EXP B or 150 MPH EXP B or 160 MPH EXP B or 170 MPH EXP B or 170 MPH EXP B Headers Thickness 1234 123123 12345123456 123456
(in) Number of #14 Sheet Metal Screws Required per foot at Header/Panel Connection (Number of screws required per header for double headers) Dble Headers 0.018 6' MAX MAX MAX 5' 11' MAX 5' 9' MAX 4' 8' MAX MAX MAX 3' 7' 10' MAX MAX MAX 3' 6' 9' MAX MAX MAX Single 3x8 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9'
5.5" Alum Fascia 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' All others 0.018 3' 6' 9' MAX 3' 5' 8' 2' 5' 7' 2' 4' 6' 8' 10' 2' 3' 5' 7' 9' 10' 2' 3' 5' 6' 8' 9' Dble Headers 0.024 7' 15' MAX MAX 7' 14' MAX 6' 12' MAX 5' 10' 15' MAX MAX 4' 9' 13' MAX MAX MAX 4' 8' 11' MAX MAX MAX Single 3x8 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'
5.5" Alum Fascia 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12' All others 0.024 4' 8' 12' MAX 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12' Dble Headers 0.032 7' 15' MAX MAX 7' 14' MAX 6' 12' 17' 5' 10' 15' MAX MAX 4' 9' 13' 17' MAX MAX 4' 8' 11' 15' MAX MAX Single 3x8 0.032 4' 8' 12' 16' 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'
5.5" Alum Fascia 0.032 5' 10' 16' MAX 5' 10' 14' 4' 8' 12' 3' 7' 10' 14' 17' 3' 6' 9' 12' 15' MAX 3' 5' 8' 11' 13' 16' All others 0.032 5' 10' 16' MAX 5' 10' 14' 4' 8' 12' 3' 7' 10' 14' 17' 3' 6' 9' 12' 15' MAX 3' 5' 8' 11' 13' 16' Dble Headers 0.036 7' 15' MAX MAX 7' 14' MAX 6' 12' 17' 5' 10' 15' MAX MAX 4' 9' 13' 17' MAX MAX 4' 8' 11' 15' 19' MAX Single 3x8 0.036 4' 8' 12' 16' 4' 7' 11' 3' 6' 9' 3' 5' 8' 10' 13' 2' 5' 7' 9' 11' 14' 2' 4' 6' 8' 10' 12'
5.5" Alum Fascia 0.036 5' 11' 16' MAX 5' 10' 15' 4' 8' 13' 4' 7' 11' 14' 18' 3' 6' 9' 13' 16' 19' 3' 5' 8' 11' 14' 16' All others 0.036 6' 12' 18' MAX 5' 11' 16' 5' 9' 14' 4' 8' 12' 16' MAX 3' 7' 10' 14' 17' MAX 3' 6' 9' 12' 15' 18' Table 4.37b Maximum Tributary Width for Each Header/Panel and Number of #14 Screw Combination Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
(434) 384-2514
[email protected]
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 58 of 133
MAY 09 2023
37 Item 4.
SECTION 5.0 POST SPACING, POST TYPE AND FOOTING SIZE FOR SOLID COVERS Roof Solidity:
Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 130 MPH EXPOSURE C or 150 MPH EXPOSURE B Seismic Ss= Seismic Design Category D Structures are Attached to Existing Building 8 cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.8a Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3' Type (in) 8' 10' 12' 3.5' Type (in) 8' 10' 12' 4' Type (in) 8' 10' 12' 4.5' Type (in) 8' 10' 12' 5' Type (in) 8' 10' 12' 5.5' Type (in) 8' 10' 12' 6' Type (in) 8' 10' 12' 6.5' Type (in) 8' 10' 12' 7' Type (in) 8' 10' 12' 7.5' Type (in) 8' 10' 12' 8' Type (in) 8' 10' 12' On Slab On Slab 22'‐8'' D 19'‐5'' D 17'‐0'' D 15'‐1'' D 13'‐7'' D 12'‐4'' D 11'‐4'' D 10'‐5'' A1 9'‐8'' D 9'‐1'' D 8'‐6'' D
0.042"x3"x8" N30 8'‐11'' A1 24 20 21 22 8'‐1'' A1 25 21 22 23 7'‐5'' A1 25 22 23 24 6'‐11'' A1 25 22 24 25 6'‐5'' A1 26 23 24 26 6'‐0'' A1 26 24 25 26 5'‐8'' A1 26 24 26 27 5'‐4'' A1 26 25 26 27 5'‐1'' A1 26 25 27 28 4'‐9'' A1 27 26 27 28 4'‐7'' A1 27 26 28 29 Double 3"x8" N25 13'‐5'' A1 28 20 21 22 12'‐4'' A2 28 21 22 23 11'‐4'' A2 29 22 23 24 10'‐8'' A2 29 22 24 25 10'‐0'' A3 30 23 24 26 9'‐5'' A3 30 24 25 26 8'‐11'' A3 30 24 26 27 8'‐6'' A3 31 25 26 27 8'‐2'' A3 31 25 27 28 7'‐9'' B 31 26 27 28 7'‐6'' C 31 26 28 29 Double 2"x6.625" N25 12'‐0'' A1 27 20 21 22 11'‐0'' A1 27 21 22 23 10'‐3'' A1 28 22 23 24 9'‐8'' A2 28 22 24 25 9'‐1'' A2 29 23 24 26 8'‐7'' A2 29 24 25 26 8'‐2'' A2 29 24 26 27 7'‐9'' A3 30 25 26 27 7'‐5'' A3 30 25 27 28 7'‐2'' A3 30 26 27 28 6'‐10'' A3 31 26 28 29
5.5" Extruded Fascia L 11'‐6'' A1 26 20 21 22 10'‐6'' A1 27 21 22 23 9'‐8'' A1 27 22 23 24 9'‐1'' A1 28 22 24 25 8'‐6'' A2 28 23 24 26 8'‐0'' A2 28 24 25 26 7'‐7'' A2 29 24 26 27 7'‐3'' A2 29 25 26 27 6'‐11'' A2 29 25 27 28 6'‐7'' A3 30 26 27 28 6'‐4'' A3 30 26 28 29 California Fascia N10, G 10'‐0'' A1 25 20 21 22 9'‐1'' A1 25 21 22 23 8'‐4'' A1 26 22 23 24 7'‐9'' A1 26 22 24 25 7'‐3'' A1 27 23 24 26 6'‐10'' A1 27 24 25 26 6'‐5'' A1 27 24 26 27 6'‐1'' A1 27 25 26 27 5'‐10'' A1 28 25 27 28 5'‐6'' A2 28 26 27 28 5'‐3'' A2 28 26 28 29 Classic Fascia H 17'‐4'' A3 30 20 21 22 16'‐0'' A3 31 21 22 23 14'‐11'' B 31 22 23 24 14'‐2'' C 32 22 24 25 13'‐5'' C 33 23 24 26 12'‐10'' D 33 24 25 26 12'‐3'' D 34 24 26 27 11'‐9'' D 34 25 26 27 11'‐4'' E 35 25 27 28 11'‐0'' E 35 26 27 28 10'‐7'' E 35 26 28 29 16 G Steel C N9, T 14'‐9'' A2 28 20 21 22 13'‐2'' A2 29 21 22 23 12'‐0'' A2 29 22 23 24 11'‐1'' A3 30 22 24 25 10'‐3'' A3 30 23 24 26 9'‐7'' A3 30 24 25 26 8'‐9'' A3 30 24 26 27 8'‐0'' A3 30 25 26 27 7'‐6'' A3 30 25 27 28 7'‐0'' A3 30 26 27 28 6'‐7'' A3 30 26 28 29 14 G Steel C N9, T 17'‐10'' A3 30 20 21 22 16'‐1'' A3 31 21 22 23 14'‐8'' B 31 22 23 24 13'‐8'' C 32 22 24 25 12'‐8'' C 32 23 24 26 11'‐9'' C 32 24 25 26 11'‐1'' C 33 24 26 27 10'‐5'' D 33 25 26 27 9'‐11'' D 33 25 27 28 9'‐5'' D 33 26 27 28 8'‐10'' D 33 26 28 29 12 G Steel C N9, T 26'‐6'' E 35 20 22 23 24'‐0'' E 35 21 22 23 22'‐1'' E 36 22 23 24 20'‐8'' E 36 22 24 25 19'‐4'' E 37 23 24 26 18'‐2'' E 37 24 25 26 17'‐1'' E 38 24 26 27 16'‐3'' F 38 25 26 27 15'‐7'' F 38 25 27 28 14'‐10'' F 39 26 27 28 14'‐2'' F 39 26 28 29 Double 16 G Steel C N9, N25, T 26'‐9'' E 35 20 22 23 24'‐8'' E 36 21 22 23 22'‐11'' E 36 22 23 24 21'‐9'' E 37 22 24 25 20'‐6'' E 38 23 24 26 19'‐5'' F 38 24 25 26 18'‐6'' F 39 24 26 27 17'‐9'' F 39 25 26 27 17'‐1'' G 40 25 27 28 16'‐5'' G 40 26 27 28 15'‐10'' G 40 26 28 29 Double 14 G Steel C N9, N25, T 30'‐10'' E 36 21 22 24 28'‐6'' E 37 22 23 24 26'‐7'' F 38 22 23 24 25'‐2'' F 39 22 24 25 23'‐10'' G 40 23 24 26 22'‐7'' G 40 24 25 26 21'‐7'' G 41 24 26 27 20'‐8'' G 41 25 26 27 20'‐0'' G 42 25 27 28 19'‐3'' G 42 26 27 28 18'‐7'' H1 43 26 28 29 Double 12 G Steel C N9, N25, T 40'‐0'' G 40 23 24 25 37'‐8'' G 41 23 25 26 35'‐2'' G 42 24 25 26 33'‐4'' H1 43 24 25 27 31'‐7'' H1 43 24 26 27 30'‐1'' H1 44 25 26 27 28'‐9'' H1 45 25 26 28 27'‐7'' H1 45 25 27 28 26'‐8'' H1 46 25 27 28 25'‐9'' H1 47 26 27 28 24'‐11'' H1 47 26 28 29 Steel Cloverleaf W 8'‐8'' A1 24 20 21 22 7'‐10'' A1 24 21 22 23 7'‐2'' A1 25 22 23 24 6'‐9'' A1 25 22 24 25 6'‐3'' A1 25 23 24 26 5'‐10'' A1 26 24 25 26 5'‐6'' A1 26 24 26 27 5'‐3'' A1 26 25 26 27 5'‐0'' A1 26 25 27 28 4'‐9'' A1 27 26 27 28 4'‐6'' A1 27 26 28 29 DBL Steel Cloverleaf AA 14'‐1'' A2 28 20 21 22 13'‐0'' A2 29 21 22 23 12'‐2'' A2 29 22 23 24 11'‐6'' A3 30 22 24 25 10'‐11'' A3 31 23 24 26 10'‐4'' A3 31 24 25 26 9'‐11'' B 31 24 26 27 9'‐6'' C 32 25 26 27 9'‐2'' C 32 25 27 28 8'‐10'' C 33 26 27 28 8'‐7'' D 33 26 28 29 4x3 I Beam Y 9'‐6'' A1 25 20 21 22 9'‐2'' A1 26 21 22 23 8'‐10'' A1 26 22 23 24 8'‐7'' A1 27 22 24 25 8'‐4'' A2 28 23 24 26 8'‐2'' A2 29 24 25 26 7'‐9'' A2 29 24 26 27 7'‐3'' A2 29 25 26 27 6'‐11'' A2 29 25 27 28 6'‐6'' A2 29 26 27 28 6'‐2'' A3 30 26 28 29 7x4 I Beam Q 13'‐5'' A1 28 20 21 22 12'‐11'' A2 29 21 22 23 12'‐6'' A3 30 22 23 24 12'‐2'' A3 31 22 24 25 11'‐10'' B 31 23 24 26 11'‐7'' C 32 24 25 26 11'‐3'' D 33 24 26 27 11'‐1'' D 33 25 26 27 10'‐11'' D 34 25 27 28 10'‐5'' D 34 26 27 28 9'‐10'' E 35 26 28 29 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5' Type (in) 8' 10' 12' 9' Type (in) 8' 10' 12' 10' Type (in) 8' 10' 12' 10.5' Type (in) 8' 10' 12' 11' Type (in) 8' 10' 12' 11.5' Type (in) 8' 10' 12' 12' Type (in) 8' 10' 12' 13' Type (in) 8' 10' 12' 14' Type (in) 8' 10' 12' 15' Type (in) 8' 10' 12' On Slab On Slab 8'‐0'' D 7'‐6'' D 6'‐9'' D 6'‐5'' D 6'‐2'' D 5'‐11'' D 5'‐8'' D 5'‐2'' D 4'‐10'' D 4'‐6'' D
0.042"x3"x8" N30 4'‐4'' A1 27 26 28 29 4'‐2'' A1 27 27 28 30 3'‐10'' A1 27 28 29 31 3'‐8'' A1 27 28 30 31 3'‐6'' A1 27 28 30 31 3'‐5'' A1 27 29 30 32 3'‐3'' A1 27 29 31 32 3'‐1'' A1 28 29 31 33 2'‐10'' A1 28 30 32 33 2'‐8'' A1 28 31 32 34 Double 3"x8" N25 7'‐2'' C 32 26 28 29 6'‐11'' C 32 27 28 30 6'‐5'' C 32 28 29 31 6'‐2'' C 32 28 30 31 6'‐0'' C 33 28 30 31 5'‐10'' C 33 29 30 32 5'‐8'' D 33 29 31 32 5'‐4'' D 33 29 31 33 5'‐1'' D 33 30 32 33 4'‐9'' D 34 31 32 34 Double 2"x6.625" N25 6'‐7'' A3 31 26 28 29 6'‐5'' A3 31 27 28 30 6'‐0'' C 32 28 29 31 5'‐9'' C 32 28 30 31 5'‐8'' C 32 28 30 31 5'‐6'' C 32 29 30 32 5'‐4'' C 32 29 31 32 5'‐0'' C 32 29 31 33 4'‐9'' C 33 30 32 33 4'‐7'' D 33 31 32 34
5.5" Extruded Fascia L 6'‐1'' A3 30 26 28 29 5'‐11'' A3 30 27 28 30 5'‐6'' A3 31 28 29 31 5'‐4'' A3 31 28 30 31 5'‐2'' A3 31 28 30 31 5'‐0'' A3 31 29 30 32 4'‐10'' B 31 29 31 32 4'‐7'' C 31 29 31 33 4'‐4'' C 32 30 32 33 4'‐2'' C 32 31 32 34 California Fascia N10, G 5'‐0'' A2 28 26 28 29 4'‐10'' A2 28 27 28 30 4'‐6'' A2 29 28 29 31 4'‐4'' A2 29 28 30 31 4'‐2'' A2 29 28 30 31 4'‐1'' A2 29 29 30 32 3'‐11'' A2 29 29 31 32 3'‐8'' A2 29 29 31 33 3'‐6'' A2 29 30 32 33 3'‐3'' A3 30 31 32 34 Classic Fascia H 10'‐3'' E 36 26 28 29 10'‐0'' E 36 27 28 30 9'‐6'' E 37 28 29 31 9'‐3'' E 37 28 30 31 9'‐0'' E 37 28 30 31 8'‐9'' E 37 29 30 32 8'‐7'' E 38 29 31 32 8'‐2'' F 38 29 31 33 7'‐10'' F 39 30 32 33 7'‐7'' F 39 31 32 34 16 G Steel C N9, T 6'‐2'' A3 30 26 28 29 5'‐10'' A3 30 27 28 30 5'‐3'' A3 30 28 29 31 5'‐0'' A3 30 28 30 31 4'‐9'' A3 30 28 30 31 4'‐7'' A3 30 29 30 32 4'‐4'' A3 30 29 31 32 4'‐0'' A3 30 29 31 33 3'‐9'' A3 30 30 32 33 3'‐6'' A3 30 31 32 34 14 G Steel C N9, T 8'‐4'' D 33 26 28 29 7'‐11'' D 33 27 28 30 7'‐1'' D 33 28 29 31 6'‐9'' D 33 28 30 31 6'‐6'' D 33 28 30 31 6'‐2'' D 33 29 30 32 5'‐11'' D 33 29 31 32 5'‐5'' D 33 29 31 33 5'‐1'' D 33 30 32 33 4'‐9'' D 33 31 32 34 12 G Steel C N9, T 13'‐7'' G 39 26 28 29 13'‐2'' G 40 27 28 30 12'‐2'' G 40 28 29 31 11'‐9'' G 40 28 30 31 11'‐5'' G 40 28 30 31 11'‐1'' G 41 29 30 32 10'‐9'' G 41 29 31 32 10'‐2'' G 41 29 31 33 9'‐8'' G 41 30 32 33 9'‐2'' G 42 31 32 34 Double 16 G Steel C N9, N25, T 15'‐4'' G 41 26 28 29 14'‐10'' G 41 27 28 30 14'‐0'' G 42 28 29 31 13'‐7'' G 42 28 30 31 13'‐3'' H1 42 28 30 31 12'‐11'' H1 43 29 30 32 12'‐7'' H1 43 29 31 32 12'‐0'' H1 43 29 31 33 11'‐6'' H1 44 30 32 33 11'‐0'' H1 44 31 32 34 Double 14 G Steel C N9, N25, T 18'‐0'' H1 43 26 28 29 17'‐6'' H1 43 27 28 30 16'‐7'' H1 44 28 29 31 16'‐1'' H1 45 28 30 31 15'‐9'' H1 45 28 30 31 15'‐5'' H1 45 29 30 32 15'‐0'' H1 45 29 31 32 14'‐3'' H1 46 29 31 33 13'‐8'' H1 46 30 32 33 13'‐1'' H1 47 31 32 34 Double 12 G Steel C N9, N25, T 24'‐2'' H2 47 26 28 29 23'‐6'' H2 48 27 28 30 22'‐3'' H2 49 28 29 31 21'‐9'' H2 49 28 30 31 21'‐3'' H2 50 28 30 31 20'‐9'' H2 50 29 30 32 20'‐4'' H2 50 29 31 32 19'‐6'' H3 51 29 31 33 18'‐10'' H3 52 30 32 33 18'‐2'' H3 52 31 32 34 Steel Cloverleaf W 4'‐4'' A1 27 26 28 29 4'‐2'' A1 27 27 28 30 3'‐10'' A1 27 28 29 31 3'‐9'' A1 27 28 30 31 3'‐7'' A1 28 28 30 31 3'‐6'' A1 28 29 30 32 3'‐4'' A1 28 29 31 32 3'‐2'' A2 28 29 31 33 3'‐0'' A2 28 30 32 33 2'‐10'' A2 28 31 32 34 DBL Steel Cloverleaf AA 8'‐4'' D 33 26 28 29 8'‐1'' D 34 27 28 30 7'‐8'' D 34 28 29 31 7'‐5'' D 34 28 30 31 7'‐4'' E 35 28 30 31 7'‐2'' E 35 29 30 32 7'‐0'' E 35 29 31 32 6'‐8'' E 36 29 31 33 6'‐5'' E 36 30 32 33 6'‐2'' E 37 31 32 34 4x3 I Beam Y 5'‐11'' A3 30 26 28 29 5'‐8'' A3 30 27 28 30 5'‐2'' A3 30 28 29 31 5'‐0'' A3 30 28 30 31 4'‐10'' A3 30 28 30 31 4'‐8'' A3 30 29 30 32 4'‐5'' A3 30 29 31 32 4'‐2'' A3 30 29 31 33 3'‐11'' A3 31 30 32 33 3'‐8'' A3 31 31 32 34 7x4 I Beam Q 9'‐5'' E 35 26 28 29 9'‐0'' E 35 27 28 30 8'‐3'' E 35 28 29 31 7'‐11'' E 35 28 30 31 7'‐8'' E 35 28 30 31 7'‐4'' E 35 29 30 32 7'‐1'' E 35 29 31 32 6'‐7'' E 36 29 31 33 6'‐2'' E 36 30 32 33 5'‐10'' E 36 31 32 34 Ground Snow Load: 10 psf Live Load: 10 psf Wind Speed: 130 MPH EXPOSURE C or 150 MPH EXPOSURE B Seismic Ss= Seismic Design Category D Freestanding Structures cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" cubic footing "d" Table 5.8b Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained Constrained trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 3' Type (in) 8' 10' 12' 3.5' Type (in) 8' 10' 12' 4' Type (in) 8' 10' 12' 4.5' Type (in) 8' 10' 12' 5' Type (in) 8' 10' 12' 5.5' Type (in) 8' 10' 12' 6' Type (in) 8' 10' 12' 6.5' Type (in) 8' 10' 12' 7' Type (in) 8' 10' 12' 7.5' Type (in) 8' 10' 12' 8' Type (in) 8' 10' 12' On Slab On Slab n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D
0.042"x3"x8" N30 9'‐10'' A1 22 28 30 31 9'‐1'' A1 22 27 29 30 8'‐4'' A1 23 27 28 30 7'‐8'' A1 23 26 28 29 7'‐2'' A1 23 26 27 29 6'‐9'' A1 24 25 27 28 6'‐4'' A2 24 25 26 28 6'‐0'' A2 24 25 26 27 5'‐9'' A2 24 24 26 27 5'‐5'' A2 24 25 26 27 5'‐2'' A2 25 25 27 28 Double 3"x8" N25 14'‐8'' A2 25 31 33 34 13'‐8'' A3 26 30 32 34 12'‐7'' A3 26 30 31 33 11'‐9'' A3 27 29 31 32 11'‐0'' B 27 29 30 32 10'‐6'' C 27 28 30 31 9'‐11'' C 28 28 30 31 9'‐5'' C 28 28 29 31 9'‐1'' D 28 27 29 30 8'‐8'' D 29 27 29 30 8'‐4'' D 29 27 28 30 Double 2"x6.625" N25 13'‐1'' A2 24 29 30 32 12'‐2'' A2 25 28 30 31 11'‐3'' A2 25 28 29 31 10'‐7'' A3 26 27 29 30 9'‐11'' A3 26 27 28 30 9'‐6'' A3 27 26 28 29 9'‐0'' A3 27 26 28 29 8'‐7'' C 27 26 27 29 8'‐3'' C 27 25 27 28 7'‐11'' C 28 25 27 28 7'‐7'' C 28 25 27 28
5.5" Extruded Fascia L 12'‐7'' A1 24 27 29 30 11'‐8'' A2 24 26 28 29 10'‐9'' A2 25 26 27 29 10'‐0'' A2 25 25 27 28 9'‐4'' A3 26 25 27 28 8'‐11'' A3 26 25 26 27 8'‐5'' A3 26 24 26 27 8'‐0'' A3 27 24 26 27 7'‐9'' A3 27 24 26 27 7'‐5'' C 27 25 26 27 7'‐1'' C 27 25 27 28 California Fascia N10, G 11'‐0'' A1 23 25 26 28 10'‐2'' A1 23 25 26 27 9'‐4'' A1 24 24 25 27 8'‐7'' A2 24 24 25 26 8'‐0'' A2 24 23 24 26 7'‐8'' A2 25 23 24 25 7'‐2'' A2 25 23 25 26 6'‐10'' A2 25 24 25 26 6'‐6'' A3 25 24 26 27 6'‐2'' A3 26 25 26 27 5'‐11'' A3 26 25 27 28 Classic Fascia H 18'‐9'' C 27 30 32 34 17'‐6'' C 28 30 31 33 16'‐4'' D 29 29 31 32 15'‐4'' D 29 29 30 32 14'‐7'' E 30 28 30 31 14'‐0'' E 30 28 30 31 13'‐4'' E 31 28 29 31 12'‐10'' E 31 27 29 30 12'‐5'' E 31 27 29 30 11'‐11'' E 32 27 29 30 11'‐7'' E 32 27 28 30 16 G Steel C N9, T 16'‐5'' A3 26 32 34 35 15'‐0'' A3 27 31 33 34 13'‐7'' B 27 30 32 34 12'‐6'' C 27 30 31 33 11'‐6'' C 27 29 31 32 10'‐10'' C 28 29 30 32 10'‐2'' C 28 28 30 31 9'‐7'' C 28 28 29 31 8'‐11'' D 28 27 29 30 8'‐4'' C 28 27 28 30 7'‐9'' C 28 26 28 29 14 G Steel C N9, T 19'‐10'' C 28 33 35 37 18'‐2'' D 28 33 35 36 16'‐7'' D 29 32 34 35 15'‐3'' D 29 31 33 35 14'‐1'' D 29 31 32 34 13'‐4'' E 30 30 32 33 12'‐6'' E 30 30 31 33 11'‐9'' E 30 29 31 32 11'‐3'' E 30 29 31 32 10'‐8'' E 31 29 30 32 10'‐2'' E 31 28 30 31 12 G Steel C N9, T 29'‐2'' E 31 37 39 41 26'‐10'' E 32 36 38 40 24'‐8'' F 33 35 37 39 22'‐10'' F 33 35 37 38 21'‐4'' G 34 34 36 38 20'‐3'' G 34 34 36 37 19'‐2'' G 34 33 35 37 18'‐2'' G 35 33 35 36 17'‐5'' G 35 32 34 36 16'‐7'' G 35 32 34 35 15'‐11'' G 36 32 33 35 Double 16 G Steel C N9, N25, T 29'‐1'' E 31 37 39 41 27'‐1'' E 32 36 38 40 25'‐3'' F 33 35 38 39 23'‐8'' F 34 35 37 39 22'‐4'' G 34 34 36 38 21'‐4'' G 35 34 36 38 20'‐4'' G 35 34 36 37 19'‐5'' G 36 33 35 37 18'‐9'' G 36 33 35 36 18'‐1'' H1 36 33 34 36 17'‐5'' H1 37 32 34 36 Double 14 G Steel C N9, N25, T 33'‐5'' F 33 38 40 42 31'‐3'' G 34 37 40 41 29'‐1'' G 35 37 39 41 27'‐4'' G 35 36 38 40 25'‐10'' G 36 36 38 40 24'‐9'' H1 36 35 37 39 23'‐7'' H1 37 35 37 39 22'‐7'' H1 37 35 37 38 21'‐11'' H1 38 34 36 38 21'‐1'' H1 38 34 36 38 20'‐4'' H1 39 34 36 37 Double 12 G Steel C N9, N25, T 40'‐0'' G 35 40 42 44 40'‐0'' H1 37 40 42 44 38'‐5'' H1 38 39 42 44 36'‐2'' H1 39 39 41 43 34'‐3'' H1 39 38 41 42 32'‐10'' H1 40 38 40 42 31'‐4'' H2 41 37 40 42 30'‐1'' H2 41 37 39 41 29'‐1'' H2 42 37 39 41 28'‐1'' H2 42 36 39 40 27'‐2'' H2 43 36 38 40 Steel Cloverleaf W 9'‐7'' A1 22 22 23 24 8'‐10'' A1 22 21 22 23 8'‐1'' A1 23 21 22 23 7'‐6'' A1 23 22 23 24 6'‐11'' A1 23 22 24 25 6'‐7'' A1 23 23 24 25 6'‐2'' A1 24 23 25 26 5'‐10'' A1 24 24 25 26 5'‐7'' A2 24 24 26 27 5'‐4'' A2 24 25 26 27 5'‐1'' A2 24 25 27 28 DBL Steel Cloverleaf AA 15'‐3'' A3 25 24 26 27 14'‐3'' A3 26 24 25 27 13'‐3'' A3 27 23 25 26 12'‐6'' C 27 23 24 26 11'‐10'' C 28 23 24 25 11'‐4'' C 28 23 24 25 10'‐10'' D 29 23 25 26 10'‐4'' D 29 24 25 26 10'‐0'' D 29 24 26 27 9'‐8'' D 30 25 26 27 9'‐4'' E 30 25 27 28 4x3 I Beam Y 10'‐5'' A1 22 24 25 26 10'‐0'' A1 23 24 25 26 9'‐8'' A2 24 23 25 26 9'‐5'' A2 25 23 25 26 9'‐2'' A3 25 23 24 25 8'‐9'' A3 26 23 24 25 8'‐5'' A3 26 23 25 26 8'‐0'' A3 27 24 25 26 7'‐9'' B 27 24 26 27 7'‐5'' C 27 25 26 27 7'‐1'' C 27 25 27 28 7x4 I Beam Q 14'‐9'' A2 25 30 32 33 14'‐2'' A3 26 30 31 33 13'‐8'' B 27 29 31 33 13'‐4'' C 28 29 31 32 13'‐0'' D 29 29 31 32 12'‐9'' D 29 29 31 32 12'‐5'' E 30 29 30 32 12'‐2'' E 30 28 30 32 12'‐0'' E 31 28 30 31 11'‐9'' E 32 28 30 31 11'‐3'' E 32 28 30 31 trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) trib Min Uplift Footing (in) Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Post Footing Max Post Length Header Detail 8.5' Type (in) 8' 10' 12' 9' Type (in) 8' 10' 12' 10' Type (in) 8' 10' 12' 10.5' Type (in) 8' 10' 12' 11' Type (in) 8' 10' 12' 11.5' Type (in) 8' 10' 12' 12' Type (in) 8' 10' 12' 13' Type (in) 8' 10' 12' 14' Type (in) 8' 10' 12' 15' Type (in) 8' 10' 12' On Slab On Slab n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D n/a D
0.042"x3"x8" N30 4'‐11'' A2 25 26 27 28 4'‐9'' A2 25 26 27 29 4'‐4'' A2 25 27 28 29 4'‐3'' A2 25 27 28 30 4'‐1'' A2 25 27 29 30 3'‐11'' A2 25 28 29 31 3'‐9'' A2 25 28 29 31 3'‐6'' A3 25 28 30 32 3'‐4'' A3 26 29 31 32 3'‐2'' A3 26 29 31 33 Double 3"x8" N25 8'‐0'' D 29 27 28 29 7'‐9'' D 29 26 28 29 7'‐2'' D 30 27 28 29 7'‐0'' E 30 27 28 30 6'‐9'' E 30 27 29 30 6'‐7'' E 30 28 29 31 6'‐4'' E 30 28 29 31 6'‐0'' E 30 28 30 32 5'‐9'' E 31 29 31 32 5'‐5'' E 31 29 31 33 Double 2"x6.625" N25 7'‐4'' C 28 26 27 28 7'‐1'' D 28 26 27 29 6'‐8'' D 29 27 28 29 6'‐6'' D 29 27 28 30 6'‐3'' D 29 27 29 30 6'‐1'' D 29 28 29 31 5'‐11'' D 29 28 29 31 5'‐8'' E 30 28 30 32 5'‐5'' E 30 29 31 32 5'‐1'' E 30 29 31 33
5.5" Extruded Fascia L 6'‐10'' C 27 26 27 28 6'‐7'' C 28 26 27 29 6'‐2'' C 28 27 28 29 6'‐0'' D 28 27 28 30 5'‐9'' D 28 27 29 30 5'‐7'' D 28 28 29 31 5'‐5'' D 29 28 29 31 5'‐2'' D 29 28 30 32 4'‐11'' D 29 29 31 32 4'‐8'' D 29 29 31 33 California Fascia N10, G 5'‐8'' A3 26 26 27 28 5'‐6'' A3 26 26 27 29 5'‐1'' A3 26 27 28 29 4'‐11'' A3 26 27 28 30 4'‐9'' A3 27 27 29 30 4'‐7'' A3 27 28 29 31 4'‐5'' A3 27 28 29 31 4'‐2'' B 27 28 30 32 4'‐0'' C 27 29 31 32 3'‐9'' C 27 29 31 33 Classic Fascia H 11'‐2'' E 32 27 28 29 10'‐11'' F 33 26 28 29 10'‐4'' F 33 27 28 29 10'‐1'' F 34 27 28 30 9'‐10'' G 34 27 29 30 9'‐7'' G 34 28 29 31 9'‐5'' G 34 28 29 31 9'‐0'' G 35 28 30 32 8'‐8'' G 35 29 31 32 8'‐4'' G 35 29 31 33 16 G Steel C N9, T 7'‐4'' C 28 26 27 29 6'‐11'' D 28 26 27 29 6'‐3'' C 28 27 28 29 5'‐11'' D 28 27 28 30 5'‐8'' C 28 27 29 30 5'‐5'' C 28 28 29 31 5'‐2'' C 28 28 29 31 4'‐9'' C 28 28 30 32 4'‐5'' D 28 29 31 32 4'‐2'' C 28 29 31 33 14 G Steel C N9, T9'‐8'' E 31 28 29 31 9'‐4'' E 31 28 29 31 8'‐5'' E 31 27 28 30 8'‐1'' E 31 27 28 30 7'‐8'' E 31 27 29 30 7'‐4'' E 31 28 29 31 7'‐0'' E 31 28 29 31 6'‐6'' E 31 28 30 32 6'‐0'' E 31 29 31 32 5'‐7'' E 31 29 31 33 12 G Steel C N9, T 15'‐3'' G 36 31 33 35 14'‐9'' G 36 31 33 34 13'‐8'' H1 37 30 32 34 13'‐4'' H1 37 30 32 33 12'‐10'' H1 37 30 32 33 12'‐5'' H1 37 30 31 33 12'‐1'' H1 37 29 31 33 11'‐5'' H1 38 29 31 32 10'‐11'' H1 38 29 31 32 10'‐4'' H1 38 29 31 33 Double 16 G Steel C N9, N25, T 16'‐10'' H1 37 32 34 35 16'‐4'' H1 37 32 34 35 15'‐4'' H1 38 31 33 35 15'‐0'' H1 38 31 33 34 14'‐7'' H1 39 31 33 34 14'‐3'' H1 39 31 32 34 13'‐10'' H1 39 30 32 34 13'‐3'' H1 39 30 32 33 12'‐9'' H1 40 30 32 33 12'‐2'' H1 40 30 31 33 Double 14 G Steel C N9, N25, T 19'‐8'' H1 39 33 35 37 19'‐2'' H1 39 33 35 37 18'‐1'' H1 40 33 35 36 17'‐8'' H1 40 32 34 36 17'‐3'' H2 41 32 34 36 16'‐10'' H2 41 32 34 35 16'‐5'' H2 41 32 34 35 15'‐9'' H2 42 31 33 35 15'‐2'' H2 42 31 33 35 14'‐6'' H2 43 31 33 34 Double 12 G Steel C N9, N25, T 26'‐3'' H2 43 36 38 40 25'‐8'' H3 43 36 38 39 24'‐3'' H3 44 35 37 39 23'‐9'' H3 45 35 37 39 23'‐2'' H3 45 35 37 38 22'‐7'' H3 45 35 37 38 22'‐1'' H3 46 34 36 38 21'‐3'' H4 46 34 36 38 20'‐6'' H4 47 34 36 37 19'‐9'' H4 47 33 35 37 Steel Cloverleaf W 4'‐10'' A2 25 26 27 28 4'‐8'' A2 25 26 27 29 4'‐4'' A2 25 27 28 29 4'‐3'' A2 25 27 28 30 4'‐1'' A2 25 27 29 30 3'‐11'' A3 25 28 29 31 3'‐10'' A3 25 28 29 31 3'‐7'' A3 26 28 30 32 3'‐5'' A3 26 29 31 32 3'‐3'' A3 26 29 31 33 DBL Steel Cloverleaf AA 9'‐1'' E 30 26 27 28 8'‐10'' E 30 26 27 29 8'‐4'' E 31 27 28 29 8'‐2'' E 31 27 28 30 7'‐11'' E 32 27 29 30 7'‐9'' E 32 28 29 31 7'‐7'' E 32 28 29 31 7'‐4'' E 32 28 30 32 7'‐0'' F 33 29 31 32 6'‐9'' F 33 29 31 33 4x3 I Beam Y 6'‐9'' C 27 26 27 28 6'‐6'' C 28 26 27 29 5'‐11'' C 28 27 28 29 5'‐9'' C 28 27 28 30 5'‐6'' C 28 27 29 30 5'‐4'' C 28 28 29 31 5'‐1'' C 28 28 29 31 4'‐10'' D 28 28 30 32 4'‐6'' D 28 29 31 32 4'‐3'' D 28 29 31 33 7x4 I Beam Q 10'‐9'' E 32 28 29 31 10'‐4'' E 32 27 29 30 9'‐5'' E 32 27 28 30 9'‐1'' E 32 27 28 30 8'‐9'' E 33 27 29 30 8'‐5'' F 33 28 29 31 8'‐2'' F 33 28 29 31 7'‐8'' F 33 28 30 32 7'‐2'' F 33 29 31 32 6'‐9'' F 33 29 31 33 Amerimax Exterior Home Products Carl Putnam, P. E.
28921 US Hwy 74 3441 Ivylink Place
Romoland, CA 92585 Lynchburg, VA 24503
[email protected]
150%
150%
100%
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 66 of 133
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PS = (W - 2OH)/(Q - 1) = (34' - (2 x 2'))/(4 - 1)
PS = (34' - 4')/3 = 30'/3 = 10'
38 Item 4.
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43 Item 4.
7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Table7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Required Number of Fasteners for Tension Loads Aluminum Material Gage (in) Steel Gage (in) 1 Spacing between bolts and screws shall be 2.5 times the shank diamter.
0.024 0.024 0.032 0.032 0.040 0.040 0.060 0.060 0.041 0.041 0.036 0.06 0.060 0.090 0.090 2 The edge distance of bolts and screws shall be 3 times the shank diameter Allowable Width A BCDE F GH I J K L M N O 3 Connections shall be arranged so that the center of resistance of the connection for Attached Two Footer Design #14 3/8" B 3/8" B #14 #14 3/8" B #14 3/8" B #14 3/8" B 3/8" B #14 3/8" B 3/8" B #14 Design Footer shall coincide with the resultant line of action of the load.
Trib Post Structures on Slab Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size Width (ft) Live or Ground Snow Load d (in) (lbs) 96 590 788 171 210 924 320 1384 507 2030 369 153 577 865 213 (lbs) d (in) TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS 10 psf 20 psf 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 GRND Wind # of 3 45'-5'' 23'-9'' 13 114 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 SNOW Speed Screws* ALUMINUM RAFTER SPACING
3.5 38'-11'' 20'-4'' 14 143 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 143 14 LOAD and per 12'' 16'' 20'' 24'' 32'' 36'' 4 34'-1'' 17'-10'' 15 176 2 1 1 2 1 1 1 1 1 1 1 2 1 1 1 176 15 (PSF) Exposure Rafter MAXIMUM ALUMINUM RAFTER SPAN
4.5 30'-3'' 15'-10'' 16 213 3 1 1 2 2 1 1 1 1 1 1 2 1 1 2 213 16 10 160 Exp B 2 26.0' 26.0' 20.0' 21.5' 16.5' 14.5' 5 27'-3'' 14'-3'' 17 256 3 1 1 2 2 1 1 1 1 1 1 2 1 1 2 256 17 LIVE 140 Exp C 3 26.0' 26.0' 20.0' 21.5' 19.0' 18.0'
5.5 24'-9'' 12'-11'' 18 304 4 1 1 2 2 1 1 1 1 1 1 2 1 1 2 304 18 20 170 Exp B 2 19.0' 17.5' 14.0' 11.5' 8.5' 7.5' 6 22'-8'' 11'-10'' 19 357 4 1 1 3 2 1 2 1 1 1 1 3 1 1 2 357 19 LIVE 170 Exp C 3 19.0' 19.0' 18.0' 16.0' 13.0' 11.5'
6.5 20'-11'' 10'-11'' 20 417 5 1 1 3 2 1 2 1 1 1 2 3 1 1 2 417 20 25 170 Exp C 2 18.0' 18.0' 14.0' 12.5' 9.5' 8.5' 7 19'-5'' 10'-2'' 21 482 6 1 1 3 3 1 2 1 1 1 2 4 1 1 3 482 21 30 170 Exp C 2 17.0' 16.0' 13.0' 10.5' 8.0' 7.0'
7.5 18'-2'' n/a 22 555 6 1 1 4 3 1 2 1 2 1 2 4 1 1 3 555 22 36 170 Exp C 2 16.0' 13.5' 10.5' 9.0' 6.5' 6.0' 8 17'-0'' n/a 23 634 7 2 1 4 4 1 2 1 2 1 2 5 2 1 3 634 23 42 170 Exp C 2 14.0' 11.5' 9.0' 7.5' 5.5' 5.0'
8.5 16'-0'' n/a 24 720 8 2 1 5 4 1 3 1 2 1 2 5 2 1 4 720 24 50 170 Exp C 2 13.0' 9.5' 7.5' 6.5' 4.5' 4.0' 9 15'-1'' n/a 20 psf Slab 115C 25 814 9 2 2 5 4 1 3 1 2 1 3 6 2 1 4 814 25 60 170 Exp C 2 11.0' 8.0' 6.5' 5.5' 4.0' 3.5' Table 7.1 Lattice Slab 115C 10 psf Slab 105B 881 10 2 2 6 5 1 3 1 2 1 3 6 2 2 5 881 Slab 3 12.0' 12.0' 9.5' 8.0' 6.0' 5.5' 26 915 10 2 2 6 5 1 3 1 2 1 3 6 2 2 5 915 26 *Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) 10 psf Slab 110B 969 11 2 2 6 5 2 4 1 2 1 3 7 2 2 5 969 Slab 27 1025 11 2 2 6 5 2 4 1 3 1 3 7 2 2 5 1025 27 TABLE 7.7 STUCCO ATTACHMENT TO WALL 10 psf Slab 115B 1056 11 2 2 7 6 2 4 1 3 1 3 7 2 2 5 1056 Slab ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 28 1143 12 2 2 7 6 2 4 1 3 1 4 8 2 2 6 1143 28 Ground Snow 1/4" Lag Screws 16" o/c Wind 29 1270 14 3 2 8 7 2 4 1 3 1 4 9 3 2 6 1270 29 Load (psf) 1234 Speed (mph) Exp 10 psf Slab 110C 1309 14 3 2 8 7 2 5 1 3 1 4 9 3 2 7 1309 Slab Live 10 9'‐1'' 18'‐2'' 19'‐0'' 19'‐0'' 120 B 30 1406 15 3 2 9 7 2 5 2 3 1 4 10 3 2 7 1406 30 or 10 9'‐1'' 18'‐2'' 19'‐0'' 19'‐0'' 105 C 10 psf Slab 115C 1475 16 3 2 9 8 2 5 2 3 1 4 10 3 2 7 1475 Slab Snow 10 8'‐4'' 16'‐9'' 19'‐0'' 19'‐0'' 110 C 31 1552 n/a 3 2 10 8 2 5 2 4 1 5 11 3 2 8 1552 31 10 7'‐8'' 15'‐5'' 19'‐0'' 19'‐0'' 115 C 32 1707 n/a 3 3 10 9 2 6 2 4 1 5 12 3 2 9 1707 32 10 6'‐1'' 12'‐2'' 18'‐3'' 19'‐0'' 130 C 33 1872 n/a 4 3 11 9 3 6 2 4 1 6 13 4 3 9 1872 33 10 4'‐7'' 9'‐2'' 13'‐10'' 18'‐5'' 150 C 34 2047 n/a 4 3 12 10 3 7 2 5 2 6 14 4 3 10 2047 34 Live 20 4'‐11'' 9'‐11'' 14'‐10'' 17'‐0'' 130 C 35 2233 n/a 4 3 14 11 3 7 2 5 2 7 15 4 3 11 2233 35 or 20 4'‐11'' 9'‐11'' 14'‐10'' 17'‐0'' 140 C 36 2430 n/a 5 4 15 12 3 8 2 5 2 7 16 5 3 12 2430 36 Snow 20 4'‐7'' 9'‐2'' 13'‐10'' 17'‐0'' 150 C 37 2638 n/a 5 4 16 13 3 9 2 6 2 8 n/a 5 4 13 2638 37 25 5'‐5'' 10'‐10'' 16'‐0'' 16'‐0'' 130 C 38 2858 n/a 5 4 n/a 14 4 9 3 6 2 8 n/a 5 4 14 2858 38 25 5'‐3'' 10'‐6'' 15'‐10'' 16'‐0'' 140 C 39 3090 n/a 6 4 n/a 15 4 10 3 7 2 9 n/a 6 4 15 3090 39 25 4'‐7'' 9'‐2'' 13'‐10'' 16'‐0'' 150 C 40 3333 n/a 6 5 n/a 16 4 11 3 7 2 10 n/a 6 4 16 3333 40 30 4'‐7'' 9'‐2'' 13'‐9'' 15'‐0'' 130 C 41 3590 n/a 7 5 n/a n/a 4 12 3 8 2 10 n/a 7 5 n/a 3590 41 30 4'‐7'' 9'‐2'' 13'‐9'' 15'‐0'' 140 C 42 3859 n/a 7 5 n/a n/a 5 13 3 8 2 11 n/a 7 5 n/a 3859 42 30 4'‐6'' 9'‐1'' 13'‐8'' 15'‐0'' 150 C 43 4141 n/a 8 6 n/a n/a 5 13 3 9 3 12 n/a 8 5 n/a 4141 43 35.7 3'‐10'' 7'‐9'' 11'‐8'' 15'‐0'' 140 C 44 4437 n/a 8 6 n/a n/a 5 14 4 9 3 13 n/a 8 6 n/a 4437 44 35.7 3'‐10'' 7'‐9'' 11'‐8'' 15'‐0'' 150 C 45 4746 n/a 9 7 n/a n/a 6 15 4 10 3 13 n/a 9 6 n/a 4746 45 42 3'‐4'' 6'‐8'' 10'‐0'' 13'‐5'' 140 C 46 5070 n/a 9 7 n/a n/a 6 16 4 10 3 14 n/a 9 6 n/a 5070 46 42 3'‐4'' 6'‐8'' 10'‐0'' 13'‐5'' 150 C 47 5407 n/a 10 7 n/a n/a 6 n/a 4 11 3 15 n/a 10 7 n/a 5407 47 50 2'‐10'' 5'‐8'' 8'‐6'' 11'‐4'' 150 C 48 5760 n/a 10 8 n/a n/a 7 n/a 5 12 3 16 n/a 10 7 n/a 5760 48 60 2'‐4'' 4'‐9'' 7'‐2'' 9'‐6'' 150 C 49 6128 n/a 11 8 n/a n/a 7 n/a 5 13 4 n/a n/a 11 8 n/a 6128 49 50 6510 n/a 12 9 n/a n/a 8 n/a 5 13 4 n/a n/a 12 8 n/a 6510 50 Lag = 1/4" Lag Screw with 2.5" penetration into G=0.5 wood (Douglas Fir) Fastener Terminology Lattice Structures always use 115 mph Exposure B for the wind condition #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES 3/8" B = 3/8" Diameter Steel Bolt
See General Notes for specifics on fasteners LIVE/ ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER Amerimax Exterior Home Products Notes for Table 7.5 SNOW WIND SPEED CONCRETE (#2) OR MASONRY (#3) #14 SCREW (#4) PER 16" 28921 US Hwy 74 #1 Clearspan on this chart is the distance from the wall to the first row of posts. LOAD (MPH) AND ANCHOR O/C SPACING 1/4" LAG SCREW (#5) PER 16" Romoland, CA 92585 #2 (ANC1) DEWALT Power Stud+ SD4 3/8" diameter and 1.5" embed and 1" dia steel washer: ICC ESR 2502 or other (PSF) EXPOSURE 16" 8" 1 234 anchor w/ 320# allowable shear and 170# allowable tensile vs live, snow, wind and seismic loads. 10 105 B 21' n/a 18' 21' n/a n/a Carl Putnam, P. E. #3 (ANC2) Masonry anchors must have an allowable shear value of 320# and 170# tensile for live, snow, wind 10 100 C 21' n/a 18' 21' n/a n/a 3441 Ivylink Place or seismic loads or be specified by a design professional. 10 110 C 21' n/a 16.5' 21' n/a n/a Lynchburg, VA 24503 #4 (ANC3) #14 screws must have 1.5" of penetration into solid wood. 10 115 C 17' n/a 15' 18' n/a n/a (434) 384-2514 #5 (ANC 4) 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers 10 130 C 16' n/a 11.5' 17' n/a n/a [email protected] Lag and wood screws must be installed as per AWC NDS Section 12.1.4 and 12.1.5. See General Note #11 for 10 140 C 15' n/a 10' 16' n/a n/a washer specifications. 10 150 C 13' 14.5' 8.5' 15' n/a n/a #6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 10 170 C 10' 12.5' 6.5' 13' n/a n/a #7 For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch) 20 110 C 15' n/a 9.5' 15' n/a n/a #8 "n/a" indicates maximum panel span in this report or ICC ESR 2488 was reached by a lesser amount of 20 130 C 14' n/a 9.5' 14' n/a n/a fasteners. 20 170 C 10' 12.5' 6.5' 13' n/a n/a
25 110 C 15' n/a 10' 15' n/a n/a
25 115 C 14.5' n/a 10' 15' n/a n/a
25 130 C 14' n/a 10' 14' n/a n/a
30 110 C 14' n/a 8.5' 15' n/a n/a
30 115 C 14' n/a 8.5' 14' n/a n/a
30 130 C 13.5' n/a 8.5' 14' n/a n/a
35.7 115 C 13.5' 7' 14' n/a n/a
35.7 130 C 13' 13.5' 7' 14' n/a n/a
42 110 C 13' 13.5' 6' 13' 14' n/a
42 130 C 11.5' 13' 6' 13' 14' n/a
50 130 C 10.5' 12' 5' 10' 13' n/a
60 130 C 9' 11' 4' 8' 12' n/a Misc3-2021
Aluminum Gage (in)
ICC ESR 1398 (2021 IBC) 12/16/2022 Page 126 of 133
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44 Item 4.
Front View (December 2023)
Side View (December 2023)
45 Item 4.
Rear View (December 2023)
Aerial View
46 Item 4.
Google Maps Side Elevation (November 2022)
Google Maps Front Elevation (November 2022)
47 Item 4.
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
BILL WEISER - FIRE CHIEF
Office of the Fire Marshal (East)
77-933 Las Montanas Rd., Ste 201, Palm Desert, CA 92211 Bus: (760) 863-8886 ~ Fax: ~ rivcoplus.org
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
JURUPA VALLEY
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
NORCO
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUX CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF SUPERVISORS
KEVIN JEFFRIES
DISTRICT 1
KAREN SPIEGEL
DISTRICT 2
CHARLES WASHINGTON
DISTRICT 3
V. MANUEL PEREZ
DISTRICT 4
DR. YXSTIAN GUTIERREZ
DISTRICT 5
Ramon Rochin January 24, 2024
Attn:
48440 CHARLTON PEAK ST
COACHELLA, CA 92236
Project Name: Variance No. 23-04. (Bluebeam Permit Number: FPSBA2400001 Session ID: 638-905-490) The
submittal for a Variance application
for an existing patio located at
52226 Cesar Chavez Street.
Enclosed is a site plan showing the
approximately 644 SF existing patio
structure that was built without a
building permit application. The patio
provides approximately a 5 foot
setback, where a 10 foot setback is
required. The patio covers
approximately 55% of the rear yard,
where a maximum of 50% is
allowed. The applicant requests a
variance to the setback and rear
yard lot coverage for the existing
patio.
Project Address:48440 CHARLTON PEAK ST Case Type: Fire Set Back Adjustment (FPSBA) COACHELLA, CA 92236
APN(s): 612573009 Reviewer: Kohl Hetrick
Review Number: 2
Riverside County Fire Department (RVCFD) Office of the Fire Marshal (OFM) has reviewed the submitted plans for the referenced project and they are approved with the following conditions. 015 - Fire
Fire Conditions of Approval for Set Back Adjustment/Variance Office of the Fire Marshal does not have an issue with the requested variance from the Coachella Municipal Code requirement for a 10-feet setback.
However, the projection shall comply with the minimum setback detailed in the CA Residential Code Section R302, Table R302.1(1). This section and table identify a minimum
5.0-feet setback for non-fire-resistance rated projections. The existing projection is less than the 5.0-feet required and will need to (1) be modified to reduce beyond this requirement, or (2) Provide Plans detailing compliance with the fire-resistance rated requirements. Building Official will need to review and approve for minimum CRC compliance. *It is observed via latest satellite view maps of the subject area, that other/neighboring properties are likely out of compliance as well.
48 Item 4.
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
BILL WEISER - FIRE CHIEF
Office of the Fire Marshal (East)
77-933 Las Montanas Rd., Ste 201, Palm Desert, CA 92211 Bus: (760) 863-8886 ~ Fax: ~ rivcoplus.org
PROUDLY SERVING THE
UNINCORPORATED AREAS
OF RIVERSIDE COUNTY
AND THE CITIES OF:
BANNING
BEAUMONT
COACHELLA
DESERT HOT SPRINGS
EASTVALE
INDIAN WELLS
INDIO
JURUPA VALLEY
LAKE ELSINORE
LA QUINTA
MENIFEE
MORENO VALLEY
NORCO
PALM DESERT
PERRIS
RANCHO MIRAGE
RUBIDOUX CSD
SAN JACINTO
TEMECULA
WILDOMAR
BOARD OF SUPERVISORS
KEVIN JEFFRIES
DISTRICT 1
KAREN SPIEGEL
DISTRICT 2
CHARLES WASHINGTON
DISTRICT 3
V. MANUEL PEREZ
DISTRICT 4
DR. YXSTIAN GUTIERREZ
DISTRICT 5
We appreciate the oppprtunity to work together to ensure fire, rescue, medical and all hazard emergency services are provided to our County and all of the residents.
Should you have additional questions, please contact me via phone at (760) 863-8886 or email at [email protected].
Kohl Hetrick
Supervising Fire Marshal
4080 Lemon Street, 10th Floor, Riverside, CA 92501 - (951) 955-4777 ~ Fax: (951) 955-4886 49 Item 4.
From: Lizzandro Diaz
Sent: January 17 24 6:26 AM
To: Adrian Moreno
Subject: RE: RAC - Variance 23-04 Rochin, Setback
Good morning Adrian,
I have no comments against permitting the patio as is. The structure is built of alumawood which makes it non-flammable therefor allowing for it to be built near the property line. The structural plans provided also meet our minimum structural design requirements for the City.
Lizzandro Diaz,CBO
Building Official
City of Coachella
Off: 442-400-5751
Cell: 442-637-2735
53990 Enterprise Way
Coachella, CA 92236
From: Adrian Moreno <[email protected]>
Sent: January 16 24 5:59 PM
To: Lizzandro Diaz <[email protected]>; Gabriel Perez <[email protected]>; [email protected]; [email protected]; Eva Lara <[email protected]> Subject: RAC - Variance 23-04 Rochin, Setback
Hello Everyone,
For your review, please find the attached Request for Agency Comments for the Variance 23-04, Rochin Setback.
Enclosed is a structural plan and a site plan showing the approximately 644 SF existing patio structure that was built without a building permit application. The applicant is looking to get city approval for the existing patio, and are requesting a Variance for setback and rear lot coverage. The patio provides approximately a 5 foot setback, where a 10 foot setback is required. The patio covers approximately 55% of the rear yard, where a maximum of 50% is allowed. I did include some planning notes on the site plan.
You may also access the files via Bluebeam Session ID: 638-905-490 50 Item 4.
Session URL: https://studio.bluebeam.com/hyperlink.html?link=studio.bluebeam.com/sessions/638- 905-490
If possible, please return comments by Wednesday, January 24, 2024.
Thanks,
Adrian Moreno | Associate Planner
City of Coachella ◦ Development Services Department
53990 Enterprise Way ◦ Coachella, CA 92236
Phone: 760-398-3502 Ext: 118
Email: [email protected]
Office Hours: Monday - Thursday 7:00 AM to 6:00 PM
Closed Fridays
Website | Map
51 Item 4.
STAFF REPORT
3/20/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: 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
STAFF RECOMMENDATION:
Staff recommends that the Planning Commission continue consideration of Resolution No.
PC2024-07 approving Conditional Use Permit 375 and Architectural Review No. 23-14 for the construction of a parking lot to serve the existing building at 84650 Ave 49, (APN: 603-250-015) to the Planning Commission meeting of April 3, 2024 as the project will require site plan modifications subject to Fire Department safety concerns. 52 Item 5.
STAFF REPORT
3/20/2024
TO: Planning Commission Chair and Commissioners
FROM: Gabriel Perez, Development Services Director
SUBJECT: CUP No. 308 and AR No. 18-18 Modification - Coachella Lakes RV Resort Length of Stay Modification Request - The Applicant proposed a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area. Applicant: Coach RV LLC STAFF RECOMMENDATION:
Staff recommends that the Planning Commission adopt Resolution No. PC 2024-08 approving modification to Conditional Use Permit No. 308 and Architectural Review No. 18-18 to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area.
BACKGROUND:
On March 6, 2019, the Planning Commission
approved the Red Moon RV Park project on 78.3
acres of vacant land located within the existing
Vineyards Luxury Motorcoach Resort at 44-790
Dillon Road. This project is a deviation from the
existing Vineyards Luxury Motorcoach Resort that
consisted of subdivided lots for both RV parking
and “Casitas”. The Red Moon RV Park project was
approved with Environmental Assessment (EA 18-
03), Conditional Use Permit (CUP 308), and
Architecture Review (AR 18-18) for a
Recreational Vehicle (RV) Campground
consisting of 469 RV parking rental spaces with no
structures, clubhouse, laundry/restroom buildings
with private streets and common area amenities.
53 Item 6.
The development name “Red Moon RV Park” was recently renamed to “Coachella Lakes RV Resort” and is partially completed. The facility is currently open to the public for the project phase
1. Conditional Use Permit No. 353 was approved by the Planning Commission on July 16, 2022 allowing a Type 41 (On-Sale Beer & Wine – Eating Place) alcohol license for the existing facility “Pro Shop” and the Clubhouse.
DISCUSSION/ANALYSIS:
The applicant, Coach RV LLC, submitted a request to modify condition of approval No. 2 of CUP No. 308 and AR No. 18-18 with respect to length of stay to lift the restriction of 30 days maximum stays to 179 days. Condition of Approval No. 2 reads as follows:
“…The CC&R’s shall stipulate a restriction on the duration of stay for any Recreational Vehicle patron to no more than 30 days. The CC&R’s shall include provisions for owner participation in the maintenance of the street center median along Dillon Road.” Current RV resorts stays are required by this existing condition of approval to not exceed 30 days pursuant to the short term rental regulations of the Coachella Municipal Code Chapter 5.80 as defined as follows:
‘"Short-term vacation rental" shall mean a "dwelling unit" as defined by the city's zoning ordinance that is rented by the owner to another party for a period of not more than thirty (30) consecutive days in exchange for any form of monetary or non-monetary consideration such as but not limited to trade, fee, swap or any other in lieu of cash payments.’ The City is able to collect transit occupancy tax (TOT) for stays of 30 days or less but is unable to collect TOT for stays that exceed 30 days. The applicant, Coach RV LLC, who purchased the original Red Moon RV Resort indicated that the current restrictions to a maximum of 30-day stays do not allow the RV resort to be competitive with other RV resorts, which allow stays beyond 30 days but not exceeding 179 days. The applicant provided information of 6 other RV resorts in neighboring Coachella Valley cities (Desert Hot Springs, Indio, Palm Desert and Cathedral City) that allow for long-term stays ranging between 3 months to 6 months. The applicant also operates RV resorts in the state of Arizona that does not have restrictions for the term of stay. The applicant operates the Verde Ranch RV Resort in Camp Verde Arizona where in 2022 and 2023 where more than 80% of reservations were for less than 30 days and the average length of stay was 15 days.
The applicant states in their justification letter that they anticipate 30% of the total mix of RV stays would exceed 30 days. The applicant stated that if the City were to restrict stays above 30 days, that a 40% cap would be preferred. Staff believes a cap of 35% for stays longer than 30 days would be acceptable to ensure a majority of the mix of RV Resort stays are paying TOT and would be comparable to long term stay cap of 35% at the Cathedral Palms RV Resort.
Site Plan / Parking and Circulation:
The project site main entrance is located on Dillon Road with secondary access from Vista Del Norte. The project site main entrance is located on Dillon Road with secondary access from Vista Del Norte. Both of the Registration Office and Clubhouse will be open to the public, therefore the Restaurant and Office Parking Standard under the Municipal Code will apply. The combined 54 Item 6.
required parking spaces within the property is 54 parking spaces. The Coachella Lakes RV Resort has a combined parking area including golf cart parking throughout the development is 92 parking spaces. Since a large part of the customers that will utilize these facilities are within the Resort, other on-site parking is used to satisfy the parking requirement considering that RV renters may utilize alternative means such as walking and use of golf carts to access the facilities.
Landscape Plan Median
The existing Dillon Road median along the Coachella Lakes RV Resort project frontage was conditioned under original approvals of the Coachella Vineyard project to be landscaped and maintained by the applicant through a Landscape and Lighting Maintenance District. The landscape in the median was installed but not maintained and has deteriorated over time. The applicant under CUP No. 208 and AR No. 18-18 is required to ensure that maintenance of all landscape areas be secured through the project CC&Rs. The CC&Rs have not been drafted or recorded. Staff has added a condition of approval that requires that the landscape median be improved prior to the offering to patrons of stays beyond 30 days. The proposed landscape plan is attached to the staff report and includes a minimalist drought tolerant landscaping scheme consistent with landscape median design proposed for the Dillon Road median along the frontage of the 29 Palms Casino. The plan would maintain existing palm trees and shade trees and eliminate any shrubs. Decorative crushed rock of 4-8” is proposed as groundcover in the median.
Three metal artistic representations of Joshua Trees are proposed in the median which would be consistent with art sculptures proposed in Dillon Road medians along the frontage of the Spotlight 29 Casino. Staff believes a minimalist landscape scheme for the median can be supported on the condition that additional shrubs be included in the landscape plan.
CONCLUSIONS AND RECOMMENDATIONS
1) Adopt Resolution No. 2024-08 approving modifications to CUP No. 308 and Architectural Review No. 18-18 with the findings and conditions as recommended by the applicant.
2) Adopt Resolution No. PC 2024-08 approving modification to CUP No. 308 and Architectural Review No. 18-18 as modified by the Planning Commission. 3) Not approve Resolution No. PC 2024-08.
4) Continue this item and provide staff and the applicant with direction.
Attachments:
1. Resolution No. PC 2024-08 Modification to CUP No. 308 and AR No. 18-18 Exhibit A – Conditions of Approval
2. Applicant Justification Letter
3. Resolution No. 2019-07 CUP No. 308 and AR No. 18-18
4. Proposed Landscape Plan – Dillon Road Median
5. Original Conceptual Landscape Plan
55 Item 6.
56 Item 6.
RESOLUTION NO. PC 2024-08
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
COACHELLA, CALIFORNIA APPROVING A MODIFICATION TO
CONDITIONAL USE PERMIT (CUP 308) AND ARCHITECTURAL REVIEW (AR 18-18) TO EXTEND THE ALLOWABLE TIME PERIOD OF LODGING BEYOND 30 DAYS AND MINOR MODIFICATIONS TO THE LANDSCAPE PLAN FOR A NEW 469-SPACE RECREATIONAL VEHICLE (RV) RESORT ON 78.3 ACRES LOCATED AT 44790 AND 44800 DILLON ROAD.
APPLICANT: COACH RV LLC DBA COACHELLA LAKES RV RESOIRT
COACH RV LLC, APPLICANT.
WHEREAS, Coach RV LLC filed an application for a modification to Conditional Use Permit No. 308 (CUP 308) and Architectural Review No. 18-18 for a modification to Conditional Use Permit (CUP 308) and Architectural Review (AR 18-18) to extend the allowable time period of lodging beyond 30 days and minor modifications to the landscape plan for a new 469-Space Recreational Vehicle (RV) Campground, Coachella Lakes RV Resort, with average stall sizes of 2,580 sq. ft., including a 1,400 sq. ft. clubhouse, three laundry/restroom buildings, with private streets and common area. Applicant: Coach RV LLC dba Coachella Lakes RV Resort: and,
WHEREAS, the Planning Commission conducted a duly noticed public hearing on CUP No. 308 and Architectural Review No. 18-18 on March 6, 2019 under Resolution No. PC 2019-07 and approved the project subject to conditions of approval; and, WHEREAS, the Planning Commission conducted a duly noticed public hearing on the modification to CUP No. 308 and Architectural Review No. 18-18 on March 20, 2024 and approved the modification with amended conditions of approval; 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 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 modification for length of stay for the Coachella Lakes RV Resort is proposed by the applicant to allow the resort to remain competitive with nearby RV resorts; and,
WHEREAS, an Initial Environmental Study recommending the adoption of a Mitigated Negative Declaration was prepared for this project, pursuant to the California Environmental Quality Act Guidelines (CEQA Guidelines) and mitigation measures have been recommended in order to reduce the environmental effects of the project to a level of less than significant. The project will not have any significant adverse effects on the 57 Item 6.
Resolution No. PC2024-08
environment. conjunction with an establishment in an approved RV Resort development.
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 resolve as follows:
Section1. 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
The City of Coachella has determined that the proposed project is consistent with the Mitigated Negative Declaration prepared and adopted by Resolution No. PC 2019-06 for this project, pursuant to the California Environmental Quality Act Guidelines (CEQA Guidelines) and mitigation measures have been recommended in order to reduce the environmental effects of the project to a level of less than significant. The project will not have any significant adverse effects on the environment.
Section 3. Conditional Use Permit and Architectural Review With respect to the Conditional Use Permit (CUP) 308, the Planning Commission finds as follows for the proposed liquor license sales:
1. The proposed projects are consistent with the goals, objectives, policies, and implementation measures of the Coachella General Plan 2035. The site has a Regional Retail District and Open Space land use designation with Sub-Area No. 12 (North Dillon) policies which encourage a final designation buildout mix that includes 25% of the subarea for Resort uses that allows gated communities. The proposed project is part of The Vineyards Planned Development which is an RV Subdivision and Golf Course community that is in keeping with the community character envisioned by the General Plan.
2. The proposed development pattern and incidental structures will be in keeping with the policies of the General Neighborhood and land use classification and the project is internally consistent with other General Plan policies for this type of development. The General Plan seeks to have an appropriate location for resort residential uses such as this development where there is adequate access and scenic vistas that can be preserved. The City’s Health and Wellness policies encourage neighborhood parks and neighborhood serving commercial uses in close proximity to the Regional Retail District designations.
The proposed uses is an RV resort with easy access to services near the Dillon Road and I-10 Freeway interchange.
58 Item 6.
Resolution No. PC2024-08
3. The proposed project is in compliance with the applicable land use regulations and development standards of the City’s Zoning Code. The site plan proposes a 469-Space RV Park with incidental clubhouse and laundry/restroom buildings in a gated community that is designed to substantially match the architectural Planned Development and the Design Guidelines for the project which are based on the previous City’s RM (Multifamily Residential) base district zoning regulations (now the Regional Commercial Zone) and the off-street parking and landscaping standards.
4. Every use, development of land and application of architectural guidelines and development standards shall be considered on the basis of the suitability of the site for a particular use or development intended, and the total development, including the prescribed development standards, shall be so arranged as to avoid traffic congestion, ensure the protection of public health, safety and general welfare, prevent adverse effects on neighboring property and shall be in accord with all elements of the general plan. The proposed project site is within the Regional Retail land use designation and the Sub-Area 12 policy area of the City’s general plan. This category provides for medium to high density residential uses in combination with resort/tourist camp uses as proposed by this project.
5. The proposed tourist camp use will be compatible with neighboring properties with respect to land development patterns and application of architectural treatments. The plans submitted for this project propose a clubhouse buidlgn and new laundry/restroom buildings that will substantially match the architecture for the existing The Vineyards RV Subdivision. The surrounding properties to the south and west will include RV Subdivision and Resort Residential uses which are compatible with an RV Campground in an open space setting. As such, the proposed project will be in keeping with the scale, massing, and aesthetic appeal of the existing neighborhood and future development.
6. An Initial Environmental Study recommending the adoption of a Mitigated Negative Declaration was prepared and adopted for this project, pursuant to the California Environmental Quality Act Guidelines (CEQA Guidelines) and mitigation measures have been recommended in order to reduce the environmental effects of the project to a level of less than significant. The project will not have any significant adverse effects on the environment and the modifications to the landscape median and extending the length of stay beyond 30 days are in substantial conformance with the original approved project.
Section 4. Planning Commission Approval
Based on the forgoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella Planning Commission approve the modification to Conditional Use Permit (CUP No. 308) and Architectural Review (AR No. 18-18) for the Coachella Lakes RV Resort and subject to the modified Conditions and Approval as set forth in “Exhibit A”:
59 Item 6.
Resolution No. PC2024-08
PASSED APPROVED and ADOPTED this 20th day of March 2024 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
Ruben Gonzalez
Planning Commission Chairperson
ATTEST:
______________________________
Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:
_____________________________
Carlos Campos
City Attorney
60 Item 6.
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF COACHELLA )
I HEREBY CERTIFY that the foregoing Resolution No. PC2024-08 was duly adopted by the Planning Commission of the City of Coachella at a regular meeting thereof, held on this 20th day of March 2024 by the following vote of the Planning Commission:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
61 Item 6.
Resolution No. PC 2024-08 EXHIBIT A
CONDITIONS OF APPROVAL FOR MODIFICATION TO CONDITIONAL USE PERMIT NO. 353 AND ARCHITECTURAL REVIEW NO. 18-18:
Revised Condition of Approval #2 with modifications in bold:
2. The construction of all new common-area structures shall be in conformance with construction drawings and landscaping plans submitted with this application and are intended to act as the project’s design guidelines, as intended by Chapter 17.38 of the Coachella Municipal Code, and subject to the conditions of approval imposed below:
a. All exterior building materials and colors shall substantially match the exhibits submitted with the Red Moon RV Park Planned Development application exhibits. b. Conditional Use Permit No. 308 hereby approves a Recreational Vehicle (RV) Tourist Camp for leased spaces. All RV Space leases shall be subject to the City’s Transient Occupancy Tax payment, which shall be paid by the owners to the City of Coachella on a monthly basis.
c. Conditional Use Permit No. 308 hereby establishes minimum RV Space size of 2,400 square feet, with a minimum width of 30 feet and minimum depth of 80 feet.
No structures of any kind are permitted on the RV Spaces. d. The developer or successor in interest shall record Covenants, Conditions, and Restrictions (CC & Rs) establishing bylaws and a new management association for the maintenance of all common area improvements and perimeter walls. The CC&R’s shall prohibit the use of any enclosed structure within the RV Park complex from being used more than 2,000 person hours annually. The CC&R’s shall stipulate a restriction on the duration of stay for 60% of Recreational Vehicle patron occupancy to no more than 30 days. 40% of patron occupancy may exceed a duration of stay longer than 30 days and not exceed 179 days. The CC&R’s shall include provisions for owner participation in the maintenance of the street center median along Dillon Road.
e. All masonry perimeter walls and garden walls shall be decorative masonry with decorative cap subject to review by the Development Services Director, and subject to the City’s Building Codes. The perimeter walls for the Project shall be subject to HOA approval, and subject to issuance of a separate building permit by the City Building Division.
f. All parking lots shall have adequate lighting for after-hours use by patrons. Lowvoltage lighting and/or bollard lighting for pedestrians shall be incorporated into all landscaped common areas where active amenities are proposed such as laundry rooms, restrooms, and gazebo areas.
62 Item 6.
Added Conditions of Approval in Bold:
60. The Applicant/Property Owner shall abide by the Conditions of Approval 2d. under the Conditional Use Permit 308 and Architecture 18-03, Resolution PC 2019-07, stating that a Covenants, Conditions and Restrictions (CC&Rs) to establish laws and a new management association for maintenance of all common area improvements and perimeter walls. The CC&R’s shall include provisions for owner participation in the maintenance of the street center medial along Dillon Road. The Applicant shall create and record the CC&Rs prior to issuance of Certificate of Occupancy of any structures within the project. The Applicant/Property Owner alternatively may enter into Landscape Maintenance Agreement with the City Coachella identifying RV Resort owner maintenance responsibilities for project perimeter landscaping, common areas, Dillon median and parkways in a first class condition subject to concurrence of the Development Services Director.
61. The Applicant/Property Owner shall replace on-site missing, dead or decaying landscaping along the center median and perimeter the project site along Dillon Road the satisfaction of the Code Enforcement Manager and Development Services Director. The applicant shall arrange a field inspection with the Code Enforcement Manager and Development Services Director to affirm that this conditional approval was addressed.
62. A final landscape plan for the Dillon Road median at the project frontage shall be submitted and include shrubs and landscape lighting. The completion of Dillon Road median landscaping planting shall occur before stays of 179 days or longer are permitted. 63 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
March 4, 2024
Mr. Gabriel Perez
Development Services Director
City of Coachella
53990 Enterprise Way
Coachella, CA 92236
Dear Mr. Perez,
In response to your request for information supporting Coach RV LLC’s request to allow guest stays beyond 30-days at Coachella Lakes RV Resort in advance of the Planning Commission meeting on March 20th, 2024, please find the following; an explanation as to why we are making this request, information gathered from the competitive RV resorts in adjacent cities, comparative data from one of our RV Resorts in Camp Verde Arizona, and an explanation from a tax expert regarding TOT tax collection.
Background, length of stay at the resort, and TOT tax for stays over 30 days:
The resort was purchased with the intent to host a mixture of short-term transient and seasonal, or longer-term guest stays, as is standard practice at RV resorts across the country. Unfortunately, the seller did not inform us of the 30-day maximum stay stipulation prior to acquisition.
We are requesting lengths of stay up to 179 days. We do not expect to fill all spots with this length of stay, but it could be up to 30% of the total mix. Please understand that it is industry standard across the country, as well as the neighboring cities to Coachella, to offer varying lengths of stays. Seasonal stays are particularly vital in the Coachella Valley to capture “Snowbird” transient business, and particularly seasonal Canadian Snowbird business for up to 179 days (which is the maximum allowable consecutive time Canadians may stay in the US).
The resort cannot operate competitively or successfully without the ability to capture seasonal guests. Guests will simply stay at other RV Resorts in the Coachella Valley or in other areas or states. Furthermore, if the resort is not able to accommodate longer-term stays, it will negatively impact the volume of the short-term, less than 30-day stays as well. This is because affinity groups are very influential within the industry and generally only support or recommend resorts that can serve the needs of all their members. So, if a resort doesn’t offer seasonal or longer-term stays, they are not included in the group’s ‘Recommended Resort List’ or promoted by the group.
The ordinance in most states and municipalities that we are aware across the country collect TOT (or tax by other name) on stays of 30-days or less for RV resorts, hotels, VRBO and Airbnb rental homes. However, they do not assess or collect tax on stays exceeding 30 days.
Industry and CRR comparative data:
• Most resorts in the neighboring cities provide options for stays longer than 30 days. A brief list is provided in Exhibit A. We are happy to provide a more extensive list if needed. • According to the California Civil Code relating to Recreational Vehicle Park Law, there are classifications for various lengths of stays, see Exhibit B. We intentionally cap stays at 179 days to ensure that no guest can be 64 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
classified as a “Resident”. The property is a resort, not a community, and as such will not allow guests to establish residency in the resort.
• In Exhibit C, we provided operational information from an RV resort we own and operate, Verde Ranch RV Resort, in Camp Verde Arizona, to demonstrate the mostly transient nature of our resorts. For the years 2022 and 2023, more than 80% of reservations are less than 30 days. • For the years 2022 and 2023, the average length of stay has been 15 days.
Ancillary spend in a city by resort guests:
• Exhibit D is data provided by the National Association of RV Parks and Campgrounds (ARVC) regarding additional spend into the community for a family of 4 staying at a resort illustrating it is likely for them to spend an additional $200 per day into the local community. We estimate this could drive more than $10 million into the city of Coachella annually – at approximately 35% long term mix, 2.5 guests per site.
TOT tax information:
• As noted previously, most municipalities across the country collect TOT tax on stays of 30 days or less, but do not collect tax on stays longer than 30 days. To underscore this fact, we provide an example of how Airbnb operates in Coachella. In this example at the Vineyards, they collect tax from the guest who books for less than 30 days, but not on a stay longer than 30 days. Exhibit E. • Exhibit F is a letter from WWP, LLC a national tax consultant firm that we engaged in 2022 to confirm the tax ordinance in Coachella. We do this as standard practice in every municipality we operate to confirm we understand the local ordinances and abide by them. As previously mentioned, we were not aware there was a 30-day maximum stay stipulation when we acquired the property.
We appreciate your support in allowing the resort to accommodate guest stays up to a maximum of 179 days. It is vital to our business, and the industry in general, to allow longer-term transient stays. And as is customary practice throughout the state and the country, we request the city assess the TOT tax only on stays of 30 days or less. This will allow the resort to be competitive in the market and, as has been demonstrated throughout the country, our guests’ ancillary spending in the local community will help other businesses thrive and create additional tax revenue for the city.
Regards,
Mike Harrison
Coach RV LLC
Chief Operating Officer – CRR Hospitality
65 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit A
Local Competitor Information on Extended stays
1. Shadow Hills RV Resort
40655 Jefferson St., Indio, CA 92203
(760) 360-4040
Number Sites – 120 RV Sites, Cottages, Vintage Trailers, Tent Sites, Tee Pees Extended Stays – YES, 3 Month Maximum on Extended Stays No Restriction on Percentage
2. Sky Valley Resort
74711 Dillon Road, Desert Hot Springs, CA 92241
(760) 329-2900
Number of Sites – 130 RV Sites, Vacation Rentals
Extended Stays – YES, 6 Month maximum on extended stays No Restriction on Percentage
3. Caliente Springs
70200 Dillon Rd, Desert Hot Springs, CA 92241
(760) 329-8400
Number of Sites – Over 114 RV Sites
Extended Stays – YES, 6 Month maximum on extended stays No Restriction on Percentage
4. Indian Waters RV Resort and Cottages
47202 Jackson St., Indio, CA 92201
(760) 342-8100
Number of Sites – 274 RV Sites
Extended Stays – YES
No maximum on extended stays – must checkout in April due to the festival No Restriction on Percentage
5. Emerald Desert RV Resort
76000 Frank Sinatra Dr., Palm Desert, CA 92211
(760) 406-5240
Number of Sites – 261 RV Sites plus Cottages
Extended Stays – YES, 6 Month Maximum
No Restriction on Percentage
6. Cathedral Palms RV Resort
35901 Cathedral Canyon Dr., Cathedral City, CA 92234
Number of Sites – 85 RV Sites
Extended Stays – YES, No Maximum
35% for Long term stays
66 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit B
Recreational Vehicle Park Occupancy Law
CHAPTER 2.6 OF THE CALIFORNIA CIVIL CODE states:
799.25 DEFINITION OF GUEST
“Guest” means a person who is lawfully occupying a recreational vehicle located in a park but who is not an occupant, tenant, or resident. An occupant, tenant, or resident shall be responsible for the actions of his or her guests. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.26 DEFINITION OF MANAGEMENT
“Management” means the owner of a recreational vehicle park or an agent or representative authorized to act on his or her behalf in connection with matters relating to the park. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.27 DEFINITION OF OCCUPANCY
“Occupancy” and “occupy’ refer to the use of a recreational vehicle park lot by an occupant, tenant, or resident. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.28 DEFINITION OF OCCUPANT
“Occupant” means the owner or operator of a recreational vehicle who has occupied a lot in a park for 30 days or less. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.29 DEFINITION OF RV
“Recreational vehicle” has the same meaning as defined in Section 18010 of the Health and Safety Code. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.30 DEFINITION OF RV PARK
“Recreational vehicle park” or “park” has the same meaning as defined in Section 18862.39 of the Health and Safety Code. (Amended by Stats. 2004, Chap. 530 (AB 196, (Leslie), eff. 1/1/2005) 799.31 DEFINITION OF RESIDENT
“Resident” means a tenant who has occupied a lot in a park for nine months or more. (Repealed and added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 799.32 DEFINITION OF TENANT
“Tenant” means the owner or operator of a recreational vehicle who has occupied a lot in a park for more than 30 consecutive days.
(Added by Stats. 1992, Chap. 310 (AB 3074, Wyman), eff. 1/1/1993) 67 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit C
Verde Ranch RV Resort 2022-2023:
This shows a reservation mix of 88% Transient and 12% Seasonal in 2022 and 2023 Average Length-of-Stay for all reservations of 14.9 days in 2022 and 15.0 days in 2023:
68 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit D
Ancillary Spend in Local City
by Resort Guests
69 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit E
Example from the Airbnb info for the Vineyards in Coachella. Airbnb is charging tax on stays less than 30 days, but not stays exceeding 31 days, as is standard throughout the country.
Under 30 Days
Over 31 Days – No Taxes
70 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447
Exhibit F
71 Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447 72
Item 6.
CRR Hospitality
2800 Niagara Lane N, Plymouth MN 55447 73
Item 6.
74 Item 6.
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6 YD
PLANT SCHEDULE
COMMON NAME
TREES
BOTANICAL NAME QTY
Existing Palm Tree in Median (To Remain) 13 Qty
Existing Tree in Median (To Remain) 10 Qty
ROCK
MISCELLANEOUS
4-8" Crushed Rock
Color: Baja Crested Rubble
17,552 SQ FT
Metal Joshua Tree Sculpture
Desert Steel- 8' (3 Head)
3 Qty
0 15' 30' 60'
Planting Plan
SCALE: 1"=30'-0"
REVISIONS:
DATE:
workshop
landscape architecture
2901 e. highland ave
phoenix, az 85016
480-686-2001
hillmanCoachella RV Resort Coachella, California
02.05.24 Dillon Rd
Median Plan
1 of 1
L-1
NORTH
MATCHLINE SEE ABOVE RIGHT
MAIN ENTRY
4-8" CRUSHED ROCK
COLOR: BAJA CRESTED RUBBLE
AI NR FO
OF C AL I
E T AT S
T
CETI HCRA
PE NDSCA
LA
DES NE
C L I
DATE
SIGNATURE RENEWAL DATE
A
RON
JAME HILLMA
NO .6 8 3 1
11/30/2024
S N
MATCHLINE SEE LOWER LEFT
MATCHLINE SEE ABOVE RIGHT DILLON ROAD
EXISTING
LANDSCAPE
TO REMAIN
02.05.24 WATER
FEATURE
NOTE:
PER REQUIREMENT FROM COACHELLA THE RV RESORT
WILL BE RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF LANDSCAPE AND IRRIGATION IN
DILLON ROAD MEDIAN AND RIGHT-OF-WAY FRONTAGE
ADJACENT TO THE RESORT ALONG THE EAST SIDE OF
DILLON ROAD.
PROPERTY LINE
MATCHLINE SEE LOWER LEFT DILLON ROAD
DILLON ROAD
FRONTAGE LANDSCAPE PER
APPROVED DRAWINGS
FRONTAGE LANDSCAPE PER
APPROVED DRAWINGS
FRONTAGE LANDSCAPE PER
APPROVED DRAWINGS
FRONTAGE LANDSCAPE PER
APPROVED DRAWINGS
4-8" CRUSHED ROCK
COLOR: BAJA CRESTED RUBBLE
JOSHUA
TREE
SCULPTURE
JOSHUA
TREE
SCULPTURE
JOSHUA
TREE
SCULPTURE
4-8" CRUSHED ROCK
COLOR: BAJA CRESTED RUBBLE 6 YD
8 YD 6 YD
6 YD
6 YD
8 YD
PUTTER
FILE/STORAGE
DISPLAY AREA
124"W X 24" D X 36" H AREA PREPCUSTOM CHECK IN DESK & PO SYSTEM- ELEC NEEDED 88" W X 30" D X 42" H WALL SHELVES
WALL SHELVES WALL DISPLAY
OUTDOOR ICE UNIT 72"W X 29" D X 78" H
ICE UNIT 54"W X 29" D X 78" H
DBL SIDED
MERCHANDISE HANGING EA. 48"W X 35"D X 54" H DISPLAY SHELVES (4)36" DIA. DISPLAY RACKS
DBL SIDED
MERCHANDISEHANGING
EA. DISPLAY SHELVES 48"W X 35"D X 54" H HANGING MERCHANDISE
AREACOFFEE DBL SIDED
COUNTER TOP MICRO HANGINGMERCHANDISEDISPLAY SHELVES 48"W X 35"D X 54" H EA.
MERCHANDISEHANGING WALL DISPLAY
WALL DISPLAY
PRINTER OFFICE
RESTROOM MECH. ROOM
36" A.F.F. COUNTER TOP
TALL UNIT @ 96"
TRUE 3 DOOR COOLER
81" W X 30" D X 79" H
BOOKCASE60" W X 18" D 72" H
3678"
48" X 24"
DESK
FU_WASTEFU_HOTCLDFIXT_CODEFU_TOTAL
Golf car Golf car Golf car Golf car
Golf car Golf car
Golf car
Golf car
Golf car
Golf car
Golf car Golf car
Golf car
Golf car
Golf car
Golf car
Golf car Golf car Golf car Golf car Golf car Golf car
TRACT 30117-1
LAKE
LAKE
LAKE
LAKE
COACHELLA CANAL
COACHELLA CANAL
VISTA DEL NORTE DILLON ROAD
PARK
MAINTENANCE/ OFFICE
RETENTION
BASIN
246
233
229
202
205
200
186
183
119
143
71 29
195
196
194
191
179
181
172
178
176
166
173
171
169
165
140
145
277
250
249
248
247
245
244
238
243
242
241
240
239
236
237
235
338
234
337
232
231
230
341
228
227
226
225
224
223
222
221
220
219
218
217
216
215
214
213
212
211
210
209
208
207
206
49 204
203
201
198
199
197
193
188
192
340
189
190
187
184
185
347
180
352
182
174
175
167
168
177
162
134
170
164
163
136
133
135
362
138
137
142
151
149
146
139
141
152 144
150
147
154
156
155
153
148
158
157
160
129
124
159
161
128
125
131
130
132
126
113
127
120
117
123
122
116
110
118
109
112
115
121
114
106
107
108
111
102
98 318
104
100
319
101
99 103
317
105
94 97
324
322
96 326
93 325
90 88
89 91
92 95
328
327
80 84
87 290
86 331
85 83
82 284
79 288
81 291
370
78 371
373
372
292
375
374
297
77 76
75 74
73 72
69 70
68 67
66 64
65 62
63 61
60 59
53 58
57 56
55 54
52 21
20 19
18 17
16 15
13 14 12
10 11
9 8
7 6
5 4
3 2
1 23
24 25
26 27
28 30
33 31 32
36 34 35
37 38
39 40
41 42
43 44
45 46
47 48
50 51
333
336
334
335
342
339
344
345
343
349
346
350
353
356
348
351
355
357
360
354
359
358
363
368
361
365
307
364
366
305
367
313
369
306
314
308
310
309
311
312
316
285
315
323
320
294
321
300
282
272
330
329
283
286
281
287
289
299
293
295
304
280
296
270
269
298
303
259
301
302
266
268
267
278
276
253
273
275
271
274
251
258
255
279
252
254
256
261
257
264
262
260
263
265
332
22 Key Map
SCALE: NTS
NORTH
VISTA DEL NORTE DILLON ROAD
SITE
87 Item 6.
88 Item 6.