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BCPR2019-0011
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT BAR ARCHITECTS 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES 2ND PC SUBMITTAL RECEIVED AJ ORTEGA 3/18/2020 3/18/2020 PLANS AND DOCUMENTS RESUBMITTED AND DETERMINED COMPLETE, REVIEWS CREATED. 2ND PC COMPLETE/READY FOR PICK UP AJ ORTEGA 4/17/2020 4/17/2020 SEE ATTACHED 2ND REVIEW COMPLETE CORRECTION LIST. 3RD PC SUBMITTAL RECEIVED AJ ORTEGA 5/7/2020 5/7/2020 PLANS AND DOCUMENTS RESUBMITTED AND DETERMINED COMPLETE, REVIEWS CREATED CONDITIONS Description: SILVERROCK / PENDRY RESIDENCES Status: EXPIRED Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB)Status Date: 6/16/2020 Subtype: TRACT RESIDENTIAL Applied: 12/19/2019 Address: 79179 AHMANSON LN Approved: City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: 12/13/2020 Details: Printed: Wednesday, December 20, 2023 9:08:39 AM 1 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL ARCHITECT BAR ARCHITECTS 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M DEVELOPER SOFIA INVESTMENTS, INC/RGC 3551 FORTUNA RANCH ROAD ENCINITAS CA 92024 john@therobertgreenc ompany.com OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 PRIMARY CONTACT SAM CHAN 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT 101-0000-42600 1 $1,500.00 $1,500.00 12/19/19 WEB4418 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT: $1,500.00 $1,500.00 Credit Card Fee 101-0000-43505 0 $27.47 $27.47 12/19/19 WEB4418 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for Credit Card Fee: $27.47 $27.47 101-0000-42600 ($1,127.00)($1,127.00)4/7/20 OFFSET OFFSET KHET 101-0000-42600 ($373.00)($373.00)5/28/20 OFFSET OFFSET KHET FIRE STAFF - PER HOUR 101-0000-42420 7 $1,127.00 $1,127.00 4/7/20 DEPOSIT DEPOSIT KHET FIRE STAFF - PER HOUR 101-0000-42420 3 $373.00 $373.00 5/28/20 DEPOSIT DEPOSIT KHET FIRE STAFF - PER HOUR 101-0000-42420 0 $110.00 $0.00 FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $0.00 Total Paid for FIRE FEES: $271.00 $0.00 Printed: Wednesday, December 20, 2023 9:08:39 AM 2 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 INSPECTIONS INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES REVIEWS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 $21.00 12/19/19 WEB4418 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/19/19 WEB4418 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,824.47 $1,553.47 REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG COMPLETE (3WK)KURT CULVER 12/19/2019 1/15/2020 2/6/2020 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW ESGIL CORRECTION LIST. 1ST BLDG NS (3WK)AJ ORTEGA 12/19/2019 1/15/2020 2/28/2020 REVISIONS REQUIRED BASED ON REVIEW OF AMMR, THE DESIGN ALTERNATIVE MAY NOT BE USED IN LIEU OF CODE PRESCRIBED MINIMUMS. OPTION TO RECLASSIFY BUILDING OCCUPANCY TO GROUP R-2 HAS BEEN ACCEPTED BY THE BUILDING DIVISION BUT IS PENDING ACCEPTANCE BY DEVELOPMENT GROUP. 1ST FIRE (2WK)FIRE BUCKET 12/19/2019 1/8/2020 3/18/2020 CONTINUED Continued as reviews pending on AM&M application. 1ST PERMIT TECHNICIAN (1DAY) AARON HICKSON 12/19/2019 12/20/2019 12/23/2019 COMPLETE COMPLETE REVIEW TO ESGIL PER AJ 1ST PLANNING (2WK) NICOLE CRISTE 12/19/2019 1/8/2020 1/8/2020 PENDING DOCUMENTS Planning review pending submittal by applicant of MBA Printed: Wednesday, December 20, 2023 9:08:39 AM 3 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 1ST PUBLIC WORKS (2WK)AMY YU 12/19/2019 1/8/2020 12/20/2019 APPROVED- CONDITIONS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - APPROVED PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT 2ND BLDG COMPLETE (2WK)KURT CULVER 3/18/2020 4/1/2020 4/16/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. 2ND BLDG NS (2WK)AJ ORTEGA 3/18/2020 4/1/2020 4/17/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW COMPLETE CORRECTION LIST. La Quinta Office of the Fire Marshal Review – 2nd Submittal – BCPR2019-0011 – Pendry Residences The following comments and correction items are required to be addressed: 1) Plans identify a change in proposed occupancy classification from R-1 to R-2. R-2 occupancies are characteristic of non-transient use for 31 days or more consecutively by a tenant. Throughout the plans, “Lock-off” sleeping units are shown with their own separate entry from the associated dwelling unit. In this configuration, it would not be acceptable to identify as R-2 occupancy use. 2) Sheet G0.01 and G0.10 identify a NFPA 13R fire sprinkler as required and proposed. Per the allowable height increase noted in CBC Table 504.3 and 506.2, Footnote S or SM in those respective tables identify a minimally required fire sprinkler system in compliance with CBC 903.3.1.1 (NFPA 13) would be required. 3) Plans identify a single exterior egress stairway. a) This exterior egress stairway shall comply with all applicable requirements of CBC Chapter 10, Section 1006.3 and Section 1027. b) Section 1006.3 advises that “the path of egress travel to an exit shall not pass through more than Printed: Wednesday, December 20, 2023 9:08:39 AM 4 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 2ND FIRE (1WK)KOHL HETRICK 3/18/2020 4/1/2020 4/7/2020 REVISIONS REQUIRED SEE NOTES one adjacent story. Occupants on the Roof Deck and Level 3 must utilize the exterior exit stairway which forces them to exit at Level 2 Egress Balcony and re-enter the exterior exit stairway by means of 2 or more doors prior to completing at the ground floor level. This is not appropriate. c) Plans reference Section 1006.3.2 and Table 1006.3.2(1) for application of a Single Exit for the R-2 occupancy use. In reviewing the applicable footnotes, footnote b. identifies that this table is “used for R-2 occupancies consisting of dwelling units. For R-2 occupancies consisting of SLEEPING UNITS, use Table 1006.3.2(2).” *Table 1006.3.2(1) should not be considered where Lock-off units are proposed. d) Plans reference Section 1027.6 but do not include other applicable sub-sections of 1027 EXTERIOR EXIT STAIRWAYS. Give appropriate attention to Section 1027.3 OPEN SIDE and 1027.5 LOCATION. 4) Utilizing the details on Sheet A7.01, the exit stairway doors shall provide a minimum 32-inch clear opening when measured from the face of the door and the stop while open at 90-degrees. *A 32-inch door is shown, but when open at 90- degrees, the opening is scale-measured to be 31- inches. 5) Plans provide Allowable Area calculations that include Frontage Increase. The notes do not identify which of the building (most restrictive) was used for the calculation method. Confirm that all are compliant with the Frontage Increase requirements. 6) The interior stairway landing in upper Dwelling Unit C shall comply with CBC 1011.6. Sheet A4.03 Printed: Wednesday, December 20, 2023 9:08:39 AM 5 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 shows 33-inch dimensioned upper landing as affected by the elements of the Fireplace construction. 36-inches shall be provided. 7) Sheet G0.11 identifies a “Corridor” on Level 2 and 3 at the void space of the exterior exit stairway. Please clarify, remove or update. 8) Identify/list which buildings are “Mirrored”. 9) Identify the location of the fire sprinkler riser. If located within a concealed room, it shall comply with RVC Fire Information Bulletin #06-07. a) The garages are identified as having proposed fire sprinkler system installed as well. 10) Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. 11) Sheet A2.21 and A2.22 provides the door schedule. No details or information about the hardware was provide efficiently. 12) On sheet A7.11, detail 1 shows the exterior exit stairway wall facing the egress balcony. It is recommended to add signage to identify the different doors accessing which direction of stairway travel. *This stairway arrangement is not currently permitted and may be updated, therefore this correction item may not apply. 13) Unit B3, D3 and E3 appear to not be provided with emergency egress lighting within the sleeping units where other sleeping units and the dwelling units are provided. Clarify. Printed: Wednesday, December 20, 2023 9:08:39 AM 6 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 14) Due to the unique arrangement of the shared (double) lock-off doors connecting a sleeping unit to the Living Space of the Dwelling Unit – it is recommended to additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock-off doors. 2ND PLANNING (2WK) NICOLE CRISTE 3/18/2020 4/1/2020 3/31/2020 PENDING DOCUMENTS Planning cannot review until MBA completed. Currently, MBA application is incomplete, and applicant has been notified. Planning cannot review until MBA completed. Currently, MBA application is incomplete, and applicant has been notified. 2ND PUBLIC WORKS (2WK)AMY YU 3/18/2020 4/1/2020 3/31/2020 APPROVED- CONDITIONS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - APPROVED PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT 3RD BLDG COMPLETE (2WK)KURT CULVER 5/7/2020 5/21/2020 5/27/2020 APPROVED- CONDITIONS SEE ATTACHED 3RD REVIEW CORRECTION LIST FOR REMAINING CONDITION. 3RD BLDG NS (2WK)AJ ORTEGA 5/7/2020 5/21/2020 6/1/2020 REVISIONS REQUIRED SEE ATTACHED 3RD REVIEW CORRECTION LIST. La Quinta Office of the Fire Marshal Review – 3rd REVIEW – BCPR2019-0011 – Pendry Residences The following comments and correction items are required to be addressed: 1) 3RD REVIEW - Sheet PR-A2.01 shows the location of the Fire Riser/Standpipe at the exterior exit stairway. Access to the base of riser is not compliant with RVC Fire Technical Policy #14-001. a) A minimum clearance of 18-inches from the sides and front of the fire riser assembly shall be maintained clear of building construction. *If concealed by a doorway – shall additionally comply with minimum dimension requirements. Printed: Wednesday, December 20, 2023 9:08:39 AM 7 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 3RD FIRE (1WK)KOHL HETRICK 5/7/2020 5/21/2020 5/28/2020 REVISIONS REQUIRED SEE NOTES FOR COMMENTS 2) Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. a) 3RD REVIEW – Locating the 1-A:10-B:C portable fire extinguisher in the living area of each dwelling unit must still comply with CFC 906.5 (Conspicuous Location) and 906.6 (Unobstructed and Unobscured). *Suggest (1) 2:A-10:B:C for each level, located in a recessed cabinet, *appropriately rated, on the exterior egress balcony. 3) 3RD REVIEW – Sheet PR-A2.21 “Door Schedule” – Door Detail A3 identifies a Single Flush door. Architectural plans show as part of a 2-door lock- off assembly. 4) 3RD REVIEW - Update electrical plans in accordance with your “2nd Review Fire Comments – Applicant Responses”. Plans still show emergency egress illumination with most of the dwelling units (but not B3, D3 and E3). This is not necessarily required but should be consistent throughout if to remain. 5) 3RD REVIEW – Electrical plans do not reference the current stairway configuration. 6) Due to the unique arrangement of the shared (double) lock-off doors connecting a sleeping unit to the Living Space of the Dwelling Unit – it is recommended to add additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock-off doors. a) 3RD REVIEW – Electrical plans were not Printed: Wednesday, December 20, 2023 9:08:39 AM 8 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/13/2020 AJ ORTEGA AMMR APPLICATION (FIRE FORM) BCPR2019-0011 - AMMR APPLICATION (FIRE FORM).pdf 0 DOC 1/13/2020 AJ ORTEGA AMMR PLAN SET BCPR2019-0011 - AMMR PLAN SET.pdf 0 DOC 1/13/2020 AJ ORTEGA AMMR PROJECT DESCRIPTION BCPR2019-0011 - AMMR PROJECT DESCRIPTION.pdf 0 DOC 2/7/2020 AJ ORTEGA 1ST REVIEW ESGIL FEE SHEET BCPR2019-0011 - 1ST REVIEW ESGIL FEE SHEET.pdf 1 DOC 2/7/2020 AJ ORTEGA 1ST REVIEW ESGIL CORRECTION LIST BCPR2019-0011 - 1ST REVIEW ESGIL CORRECTION LIST.pdf 1 DOC 4/17/2020 AJ ORTEGA 2ND REVIEW ESGIL CORRECTION LIST BCPR2019-0011 - 2ND REVIEW ESGIL CORRECTION LIST.pdf 0 BOND INFORMATION updated with proposed locations in the Architectural details (Sheets A6.01, A6.02, A6.11 and A6.12). 3RD PLANNING (1WK) NICOLE CRISTE 5/7/2020 5/14/2020 5/12/2020 READY FOR APPROVAL 4TH BLDG (1WK)AJ ORTEGA 6/26/2020 7/6/2020 7/14/2020 APPROVED- CONDITIONS PENDING SOILS LETTER FROM ENGINEER PER ESGIL CONDITION COMMENT IN ADDITION TO THE OVERALL TYPICAL CONDITIONS REQUIRED FOR PERMIT ISSUANCE. PER EMAIL RECEIVED FROM JG 7/7/2020 THIS IS IN THE WORKS. 4TH FIRE (1WK)KOHL HETRICK 6/26/2020 7/6/2020 7/6/2020 READY FOR APPROVAL COA IN ATTACHMENTS Printed: Wednesday, December 20, 2023 9:08:39 AM 9 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/17/2020 AJ ORTEGA 2ND REVIEW COMPLETE CORRECTION LIST BCPR2019-0011 - 2ND REVIEW COMPLETE CORRECTION LIST.pdf 1 DOC 6/1/2020 AJ ORTEGA 3RD REVIEW COMPLETE CORRECTION LIST BCPR2019-0011 - 3RD REVIEW COMPLETE CORRECTION LIST.pdf 1 DOC 6/1/2020 AJ ORTEGA 3RD REVIEW ESGIL CORRECTION LIST BCPR2019-0011 - 3RD REVIEW ESGIL CORRECTION LIST.pdf 0 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – ARCHITECTUAL DRAWIN GS 1ST SUBMITTAL – ARCHITECTUAL DRAWIN GS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – GEOTECHNICAL REPORT 1ST SUBMITTAL – GEOTECHNICAL REPORT .pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – SITE WATER SEWER AND FIRE EXHIBIT 1ST SUBMITTAL – SITE WATER SEWER AND FIRE EXHIBIT.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – STRUCTURAL CALCULAT IONS 1ST SUBMITTAL – STRUCTURAL CALCULAT IONS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – T24 CALCULATIONS 1ST SUBMITTAL – T24 CALCULATIONS.pdf 1 DOC 3/17/2020 EtrakitContractor 2ND SUBMITTAL APPLICANT RESPONSES BCPR2019-0011 - 2ND SUBMITTAL APPLICANT RESPONSES.pdf 1 DOC 3/17/2020 EtrakitContractor 2ND SUBMITTAL ENERGY DOCUMENTS BCPR2019-0011 - 2ND SUBMITTAL ENERGY DOCUMENTS.pdf 1 Printed: Wednesday, December 20, 2023 9:08:39 AM 10 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/17/2020 EtrakitContractor 2ND SUBMITTAL STRUCTURAL CALCULATIONS BCPR2019-0011 - 2ND SUBMITTAL STRUCTURAL CALCULATIONS.pdf 1 DOC 3/17/2020 EtrakitContractor 2ND SUBMITTAL ARCHITECTURAL DRAWINGS BCPR2019-0011 - 2ND SUBMITTAL ARCHITECTURAL DRAWINGS.pdf 1 DOC 3/18/2020 EtrakitContractor 2ND SUBMITTAL -FIRE DEPT RESPONSES- CORRECTION LIST 2ND SUBMITTAL -FIRE DEPT RESPONSES- CORRECTION LIST.pdf 1 DOC 3/18/2020 EtrakitContractor 2ND SUBMITTAL - ARCHITECTURAL DRAWINGS - GARAGE 2ND SUBMITTAL - ARCHITECTURAL DRAWINGS - GARAGE.pdf 1 DOC 5/6/2020 EtrakitContractor 3RD SUBMITTAL RESPONSES- CORRECTION LIST BCPR2019-0011 - 3RD SUBMITTAL RESPONSES- CORRECTION LIST.pdf 1 DOC 5/6/2020 EtrakitContractor 3RD SUBMITTAL-FIRE DEPT RESPONSE- FRONTAGE DIAGRAM BCPR2019-0011 - 3RD SUBMITTAL-FIRE DEPT RESPONSE-FRONTAGE DIAGRAM.pdf 1 DOC 5/6/2020 EtrakitContractor 3RD SUBMITTAL-EMAIL MEMO REGARDING R2 BCPR2019-0011 - 3RD SUBMITTAL-EMAIL MEMO REGARDING R2.pdf 1 DOC 5/6/2020 EtrakitContractor 3RD SUBMITTAL ARCHITECTURAL DRAWINGS BCPR2019-0011 - 3RD SUBMITTAL ARCHITECTURAL DRAWINGS.pdf 1 Printed: Wednesday, December 20, 2023 9:08:39 AM 11 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/25/2020 EtrakitContractor 4TH SUBMITTAL RESPONSES-FIRE DEPT CORRECTION LIST BCPR2019-0011 - 4TH SUBMITTAL RESPONSES- CORRECTION LIST.pdf 1 DOC 6/25/2020 EtrakitContractor 4TH SUBMITTAL RESPONSES- ARCHITECTURAL DRAWINGS BCPR2019-0011 - 4TH SUBMITTAL RESPONSES- ARCHITECTURAL DRAWINGS_.pdf 1 DOC 5/29/2020 KOHL HETRICK FIRE FLOW LETTER BCPR2019-0011 - FIRE FLOW LETTER.pdf 1 DOC 7/6/2020 KOHL HETRICK FIRE CONDITIONS OF APPROVAL BCPR2019-0011 - SILVERROCK - PENDRY BRANDED RESIDENCES - FIRE CONDITIONS OF APPROVAL.pdf 1 Printed: Wednesday, December 20, 2023 9:08:39 AM 12 of 12 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0011 [DO NOT PAY – THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e PREPARED BY: ALI SADRE, S.E. DATE: APR. 10, 2020 BUILDING ADDRESS: 79179 AHMANSON LANE BUILDING OCCUPANCY: R1/S2; V-B/SPR. Comments: Supplemental plan check fees due to owner’s revisions. Sheet 1 of 1 Page 6 of 15 Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montañas Rd., # 201 Palm Desert, CA 92211-4131Ph. (760) 863-8886 Fax (760) 863-7072 5/16/16 APPLICATION FOR ALTERNATE MATERIALS AND METHODS DATE PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. OWNER’S NAME OWNER’S ADDRESS PHONE TENANT’S NAME (If other than owner) TENANT’S ADDRESS PHONE APPLICANT’S NAME (Not company name) Please Print APPLICANT’S ADDRESS PHONE RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section ________________ of the _____________________, which requires that: I request your acceptance of: (Use attachments if necessary) I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments if necessary) _____________________________________________________________ ___________________________ OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL □ Approved □ Approved with Stipulations □ Denied Stipulations: ARCHITECT OR ENGINEERS SEAL DATE FIRE MARSHAL or authorized designee See the attached letter from SLS Fire for details on the alternate method of protection proposed for this building. 1006.3.1 California Fire Code Two means of egress be provided for stories containing Group R-1 occupancies having an occupant load between 1 - 500 persons and which are not located at the level of exit discharge in accordance with CFC Section 1006.3.2(2). SilverRock Resort, Pendry Residences 52-800 to 52-899 10.31.2019 SilverRock Development Company 79-179 Ahmanson Lane 760.634.6543 BAR architects 315 West 9th street, Suite 500, Los Angeles, CA 90017 213.349.0180 Architect Principal in charge OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 6, 2020 BAR Architects 315 West 9th Suite 500 Los Angeles, CA 90015 Re: New Building - Fire Plan Review – PENDRY BRANDED RESIDENCES & GARAGES BCPR2019-011 / BUILDINGS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & (11) GARAGES / SILVERROCK WAY (PA-6), LA QUINTA, CA 92253 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Fire Department approval is based upon the 2016 CBC requirements for R2 & U occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, La Quinta Municipal Code and Riverside County Fire Department Standards. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key-switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2016 CFC. A fire flow of 1,625 gpm flow @ 20 psi residual pressure from a minimum of 1 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. a) Fire Flow requirement based on currently proposed 14,908 square feet structure of type V-B construction. Fire flow requirements were reduced 50% based on LQMC amendments for fire sprinklered buildings. 2) Applicant and/or developer shall separately submit 2 sets of off-site water system plans to the Fire Department office for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN – System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. Permit fees will be required. 2) FIRE SPRINKLER SYSTEM - Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review and approval. Permit fees will be required. 3) FIRE ALARM/MONITORING SYSTEM - Install a MANUAL fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. Permit fees will be required. 4) FACILITY MONUMENT MAP – Submit details of a monument with a minimum map dimension of 4- feet x 4-feet that specifically identifies the location and numbering of all buildings, along with detailed locations of KNOX Box(es) and Fire Hydrants. Map shall be provided with illumination and be located near the entrance, along the Fire Access roadway on the interior side of gated access points. PRIOR TO FINAL 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12”. Minimum 4” tall unit addressing shall be provided. All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) Install Knox Key Lock box, mounted not higher than 6-feet above grade. Provide keys to the utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 3) Install portable fire extinguishers per Title 19 and the approved plans. 4) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist March 17, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCPR2019-011.e Response to 1st Fire Plan Review Comments Riverside County Fire Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated -. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 1. List of Companies providing responses: BAR – BAR Architects (Architectural) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. 1. Site plans and conceptual grading plans show a proposed extension of a Fire Access – Hammerhead-T turnaround that utilizes “Permeable Paving” or “Grasscrete” as the medium for the road surface. This alternative material is not automatically acceptable and would need to be proposed by means of an Alternative Materials & Methods (AM&M) submittal to the Office of the Fire Marshal for review and approval. (CFC 104.9) BAR Response: We will submit application for alternate means and methods for alternate paving material. 2. Identify the size, classification, location and installation method of the required portable fire extinguishers for each unit per CFC 906. BURTON Response: Fire sprinkler and suppression deferred submittal. June 25, 2020 RE: Silver Rock Resort – Pendry Residences PROJECT No: 17028 Plan Check #: BCPR2019-0011 Response to 3rd Fire Plan Review Comments Riverside County Fire Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated 06/18/20. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (S-MEP-T24) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. GENERAL 1. Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic-signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code ‘5536. Resubmittals will not be accepted with signatures missing. BAR Response: As noted. 2. Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report BAR: As noted. 3. Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: 1. 3RD REVIEW – Sheet PR-A2.01 shows the location of the Fire Riser/Standpipe at the exterior exit stairway. Access to the base of riser is not compliant with RVC Fire Technical Policy #14-001. a) A minimum clearance of 18-inches from the sides and front of the fire riser assembly shall be maintained clear of building construction. *If concealed by a doorway – shall additionally comply with minimum dimension requirements. Silver Rock Resort - Pendry Residences/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 6/11/2020 Page 2 of 2 BAR: As noted, see sheet PR-A7.01. Fire riser not obstructed in any manner. 18-inch clearance is provided to the sides, and front of riser clear to access. 2. Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. a) 3RD REVIEW – Locating the 1-A:10-B:C portable fire extinguisher in the living area of each dwelling unit must still comply with CFC 906.5 (Conspicuous Location) and 906.6 (Unobstructed and Unobscured). *Suggest (1) 2:A-10:B:C for each level, located in a recessed cabinet, *appropriately rated, on the exterior egress balcony. BAR: See sheet notes #8 and #9 on PR-A6.01, PR-A6.02, PR-A6.11, and PR-A6.12. Exterior fire extinguisher 2:A-10:B:C located in cabinet at each level and interior fire extinguisher 1-A:10-B:C located under counter in each unit. 3. 3RD REVIEW – Sheet PR-A2.21 “Door Schedule” – Door Detail A3 identifies a Single Flush door. Architectural plans show as part of a 2-door lock-off assembly. BAR: Door A3 describes 2-door lock-off assembly. See sheets PR-A2.21 and PR-A2.22. 4. 3RD REVIEW – Update electrical plans in accordance with your “2nd Review Fire Comments – Applicant Responses”. Plans still show emergency egress illumination with most of the dwelling units (but not B3, D3 and E3). This is not necessarily required but should be consistent throughout if to remain. GOUVIS Response: Emergency egress illumination removed, coordinated with architectural drawings. 5. 3rd REVIEW – Electrical plans do not reference the current stairway configuration. GOUVIS Response: Drawings updated 6. Due to the unique arrangement of the shared (double) lock-off doors connecting a sleeping unit to the Living Space of the Dwelling Unit - it is recommended to add additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock- off doors. BAR: As noted, carbon monoxide detectors at lock-off doors connected to sleeping unit on living space side of dwelling unit. See PR-A6.01, PR-A6.02, PR-A6.11, and PR-A6.12. 7. 3rd REVIEW – Electrical plans were not updated with proposed locations in the Architectural details (Sheets A6.01, A6.02, A6.11 and A6.12). GOUVIS Response: Drawings updated ARCHITECTURAL / MEP / STRUCTURAL 1. The City of La Quinta has elected to use EsGil Company for review of your project. The plans are approved with the following condition: Provide a letter from the soils engineer confirming that the foundation/grading plan and specifications have been reviewed and that is has been determined that the recommendations in the soil report are properly incorporated into the plans. SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 | SLSCA # 1178 1 SLS FIRE, INC. | SLSFIRE.COM | SILVER ROCK RESORT, PENDRY RESIDENCES VIA EMAIL DELIVERY Sam Chan Architect | Project Manager BAR Architects 315 W 9th Street, Suite 500 Los Angeles, 90017 SILVER ROCK RESORT, PENDRY RESIDENCES - AMMR REQUEST - NUMBER OF EXITS FROM STORIES IN GROUP R-1 OCCUPANCIES Dear Sam, SLS Fire, has prepared this letter regarding the above-mentioned project for consideration and review by the Authority Having Jurisdiction. Project Description This project includes the construction of eleven 3-story Type VB buildings which each contain five (for-sale) Group R-2 dwelling units. We also understand that these units have a portion of which that can be “Locked Off” resulting in a maximum of 15-units which are a combination of dwelling units and sleeping units based on the ability of the owners of the five dwelling units to allow the “Lock Off” units to be rented on a short-term basis at their discretion as transient lodging facilities (Group R-1 hotel rooms). Please note a manual fire alarm system designed in accordance with CBC 907.2.8.1 for Group R-1 occupancies that activates the occupant notification system in accordance with CBC 905 will be provided for all of the buildings. Building Code Compliance Challenge Because this building is comprised of for-sale dwelling units, the CBC could classify these units as R-2 based on the assumed duration of stay. However, based on the potential and intended use for short-term rentals, the classification of these buildings as Group R-1 is more appropriate. The building code compliance challenge associated with this approach towards short- term rentals is that the means of egress requirements for Group R-1 facilities are much more restrictive than those found for R-2. Specifically, CBC Table 1006.3.2(1) would SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 | SLSCA # 1178 2 SLS FIRE, INC. | SLSFIRE.COM | SILVER ROCK RESORT, PENDRY RESIDENCES allow a Group R-2 Occupancy up to the fourth story to be provided with a single exit provided the building is sprinklered throughout in accordance with NFPA 13/13R, the common path of travel does not exceed 125 feet and emergency rescue windows are provided in accordance with CBC Section 1030. Group R-1 occupancies are only permitted to be served by a single means of egress when located on the first story above or below grade plane (second story). Group R-1 occupancies are required to be provided with access to not less than two means of egress when located on the second story above grade plane or higher. The requirements for Group R-1 Transient lodging facilities does not allow for a single exit above the first story. The reason that a single exit configuration is not permitted from R-1 occupancies above the first story is, generally speaking, the lack of occupant familiarity with the building, potential for delayed egress times and extended means of egress times based on building size and configuration. Additionally, occupancies which are open to the public and utilized for transient housing are generally held to a higher level of safety than long term residential occupancies (where-in owners and renters can make an informed long-term decision regarding safety – this is similar to assembly occupancies for public use and assembly occupancies at a place of employment for Seismic Structural Risk Category.) Alternate Method Request Based on the relatively small building size and low occupant loading in addition to the credible severe case fire scenarios (cooking fire, electrical fire, barbecue/gas heating appliance fire) utilization of the single exit allowances for this occupancy is reasonable given the dual use of the buildings as Group R-1/R-2 and does not affect the overall level of fire/life safety for building occupants when the following building enhancements are implemented. 1. Separate the egress balcony from the all unit interiors by 2-hour fire partitions in lieu of 1-hour fire partitions. 2. Provide Emergency Rescue Windows exceeding the minimum size of 5.7 square feet required by CBC 1030.2 within each sleeping room. More specifically, the emergency escape and rescue windows will be via a sliding door providing access to an exterior deck with a minimum door size of 21 square feet for all of the lock-off units and 34 square feet for the main living spaces. Additionally, the landscaping on the ground level has incorporated not less than 9.5 feet of clear space at all of the exterior balconies to allow ladder access for the fire department at an angle of not less than 70 degrees. See architectural Sheets PR- SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 | SLSCA # 1178 3 SLS FIRE, INC. | SLSFIRE.COM | SILVER ROCK RESORT, PENDRY RESIDENCES A3.21 and PR-A3.22 for the diagram of this condition for each of the Group R-1 sleeping units. 3. Design and install the fire sprinkler system in accordance with NFPA 13 with an increased sprinkler design density in accordance with the requirements for an Ordinary Hazard Group 1 hazard classification (in lieu of Light Hazard). 4. Provide a safety briefing by bell-staff during arrival for short term renters or additional egress and life safety information such as an egress map and informational pamphlet upon check in. Conclusion It is the professional opinion of SLS Fire, that the use of a single means of egress from the upper stories is reasonable given the for-sale nature of these units. Because these units are for sale – means of egress requirements aligned with R-2 requirements can be appropriate and to mitigate concerns regarding their short-term rental/use – application of one or multiple of the above approaches will result in a code equivalent level of fire/life safety. The above outlined design enhancements result in an equivalent level of safety for the following reasons: 1. The units themselves are only required to have a single exit access door based on the unit size and occupant load. The goal of providing multiple exits from a single story is to provide multiple options for building occupants during a credible fire scenario should one means of egress be rendered unusable by a fire event. By providing an enhanced level of separation of the exit stair, the likelihood of the stair being rendered unusable because of a single fire event is reduced based on the enhanced fire endurance rating and separation of the egress balcony/ exterior exit stair from the units. 2. Providing emergency rescue windows in each sleeping room which directly access exterior decks aligns with the requirements for allowing a single exit from upper levels of R-2 occupancies from CBC 1006.3.2.(1) and is appropriate here as it allows occupants who are trapped within a unit due to a fire within their unit or an adjacent unit to be rescued by the responding fire department. Access to the deck via doors in lieu of windows will allow occupants and the fire department to more easily navigate the second means of egress. Lastly, the occupants have been provided a staging area on the exterior decks which allows an additional level of protection as the buildup of smoke and toxic gasses would not be expected in a noncovered exterior environment. Lastly, a clear space for fire department use has been provided to allow for the effective use of the exterior decks for rescue purposes. Please note that all exterior walls of the buildings are within the maximum 150-foot hose pull requirement from CFC 503.1.1. The maximum hose pull distance is approximately 95 feet for any of the 11 buildings. 3. Providing an NFPA 13 fire sprinkler system with a design density increased from light hazard to comply with the requirements for an Ordinary Hazard Group 1 hazard classification also improves the likelihood of a fire being controlled or extinguished by the Fire Sprinkler system, thus improving occupant safety and increasing the SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 | SLSCA # 1178 4 SLS FIRE, INC. | SLSFIRE.COM | SILVER ROCK RESORT, PENDRY RESIDENCES likelihood that building occupants will be able to egress to the protected balcony (Separated by 2-hour construction) prior to flashover and full-room involvement. 4. Providing a safety briefing and safety pamphlet to building occupants will increase occupant awareness and allow them to take note of the egress configuration during their stay. Based on the size of these buildings and inclusion of a safety briefing and pamphlet building occupants will be acquainted, aware and familiar with unit and building exits. If you have any questions or need further assistance, then please do not hesitate to contact us. Very Truly Yours, Prepared by: SLS Fire, Inc. Josh Apolenis, PE Sr. Associate/Fire Protection Engineer Reviewed by: SLS Fire, Inc. Andy Thul, PE Principal/Fire Protection Engineer CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 [DO NOT PAY – THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e PREPARED BY: ALI SADRE, S.E. DATE: FEB. 05, 2020 BUILDING ADDRESS: 79179 AHMANSON LANE BUILDING OCCUPANCY: R1/S2; V-B/SPR. Comments: To be determined at back-check by the City. Sheet 1 of 1 DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO L A QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 Non-Residential Plan Check Correction List (os) NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: APRIL 17, 2020 STATUS: SECOND REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY RESIDENCES APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCPR2019-0011 This submittal has been checked for compliance with the 2016 California Building, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes, and the City of La Quinta Municipal Code. APPLICANT: BUILDING DEPARTMENT STAFF: The following items are being returned to you for correction: 1ST REVIEW CORRECTION LIST DO NOT accept any resubmittal unless ALL of the following items are included: -REVISED PLAN SET (COMPLETE) -REVISED DOCUMENTS (AS NECESSARY) -RESPONSE LIST TO CORRECTION LISTS -MISCELLANEOUS ITEMS INSTRUCTIONS TO APPLICANT: 1)Provide a response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, “Sheet A-3,” or, “Handrails shall be per CBC Section 1003,” are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, “Added note 16 on sheet A-3” are appropriate and will help expedite your back check. 2)Corrections may not be made by handwriting on existing drawings. Revise original Plans and/or Calculations as necessary. 3)Each sheet of resubmitted Plans and/or Calculations shall include the preparer’s name and telephone number and shall be electronically signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. Page 1 of 15 Non-Residential Plan Check Correction List (os) SECTION A – GENERAL 1)Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic-signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code '5536. Resubmittals will not be accepted with signatures missing. 2)Provide Planning Division approval for this Project. Please contact Nicole Criste in the Planning Division directly at (760) 777-7132 with questions regarding the following comment(s): a)Planning review pending submittal by applicant of MBA. 3)Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a)Prior To Building Permit Issuance, The Following Items Are Required: i)Approved Precise Grading Plan ii)Pad Elevation Certs iii)Compaction Report 4)Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a)Plans identify a change in proposed occupancy classification from R-1 to R-2. R-2 occupancies are characteristic of non-transient use for 31 days or more consecutively by a tenant. Throughout the plans, “Lock-off” sleeping units are shown with their own separate entry from the associated dwelling unit. In this configuration, it would not be acceptable to identify as R-2 occupancy use. b)Sheet G0.01 and G0.10 identify a NFPA 13R fire sprinkler as required and proposed. Per the allowable height increase noted in CBC Table 504.3 and 506.2, Footnote S or SM in those respective tables identify a minimally required fire sprinkler system in compliance with CBC 903.3.1.1 (NFPA 13) would be required. c)Plans identify a single exterior egress stairway. i)This exterior egress stairway shall comply with all applicable requirements of CBC Chapter 10, Section 1006.3 and Section 1027. ii)Section 1006.3 advises that “the path of egress travel to an exit shall not pass through more than one adjacent story. Occupants on the Roof Deck and Level 3 must utilize the exterior exit stairway which forces them to exit at Level 2 Egress Balcony and re-enter the exterior exit stairway by means of 2 or more doors prior to completing at the ground floor level. This is not appropriate. iii)Plans reference Section 1006.3.2 and Table 1006.3.2(1) for application of a Single Exit for the R- 2 occupancy use. In reviewing the applicable footnotes, footnote b. identifies that this table is “used for R-2 occupancies consisting of dwelling units. For R-2 occupancies consisting of SLEEPING UNITS, use Table 1006.3.2(2).” *Table 1006.3.2(1) should not be considered where Lock-off units are proposed. iv)Plans reference Section 1027.6 but do not include other applicable sub-sections of 1027 EXTERIOR EXIT STAIRWAYS. Give appropriate attention to Section 1027.3 OPEN SIDE and 1027.5 LOCATION. d)Utilizing the details on Sheet A7.01, the exit stairway doors shall provide a minimum 32-inch clear opening when measured from the face of the door and the stop while open at 90-degrees. *A 32- inch door is shown, but when open at 90-degrees, the opening is scale-measured to be 31-inches. e)Plans provide Allowable Area calculations that include Frontage Increase. The notes do not identify which of the building (most restrictive) was used for the calculation method. Confirm that all are compliant with the Frontage Increase requirements. Page 2 of 15 Non-Residential Plan Check Correction List f)The interior stairway landing in upper Dwelling Unit C shall comply with CBC 1011.6. Sheet A4.03 shows 33-inch dimensioned upper landing as affected by the elements of the Fireplace construction. 36-inches shall be provided. g)Sheet G0.11 identifies a “Corridor” on Level 2 and 3 at the void space of the exterior exit stairway. Please clarify, remove or update. h)Identify/list which buildings are “Mirrored”. i)Identify the location of the fire sprinkler riser. If located within a concealed room, it shall comply with RVC Fire Information Bulletin #06-07. i)The garages are identified as having proposed fire sprinkler system installed as well. j)Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. k)Sheet A2.21 and A2.22 provides the door schedule. No details or information about the hardware was provide efficiently. l)On sheet A7.11, detail 1 shows the exterior exit stairway wall facing the egress balcony. It is recommended to add signage to identify the different doors accessing which direction of stairway travel. *This stairway arrangement is not currently permitted and may be updated, therefore this correction item may not apply. m)Unit B3, D3 and E3 appear to not be provided with emergency egress lighting within the sleeping units where other sleeping units and the dwelling units are provided. Clarify. n)Due to the unique arrangement of the shared (double) lock-off doors connecting a sleeping unit to the Living Space of the Dwelling Unit – it is recommended to additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock-off doors. SECTION B – ARCHITECTURAL / MEP / STRUCTURAL 1)The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. SECTION C – MISCELLANEOUS COMMENTS 1)Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2)Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY Page 3 of 15 DATE: APR. 10, 2020 APPLICANT JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e SET: II PROJECT ADDRESS: 79179 AHMANSON LANE PROJECT NAME: PENDRY BRANDED RESIDENCES The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. PLEASE SEE BELOW The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: The project was revised to be R2 (condos) as opposed to R1 (transient lodging), as was originally submitted. This change was made to alleviate the exiting requirements associated with R1. Consequently, the exiting, sprinkler systems, sound & accessibility provisions, etc., were modified to comply with the R2 requirements. Supplemental plan check fees were assessed for owner’s revisions. There are 11 bldgs., with 5-unit condos; three stories each with roof deck & 10-detached garage buildings. By: ALI SADRE, S.E. Enclosures: EsGil 4/03 Page 4 of 15 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK #.: BCPR2019-0011.e JURISDICTION: CITY OF LA QUINTA OCCUPANCY: R2/U WITH (1HR. SEP.) USE: REVISED AT BACKCHECK TO R2 (CONDOS) TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 15,089/ 1,820 (GAR.) ALLOWABLE FLOOR AREA: 17,780 STORIES: THREE HEIGHT: 47’ SPRINKLERS?: Y OCCUPANT LOAD: 77 MAX REMARKS: ALLOWABLE AREAS INCLUDE 0.31 X BASIC (FOR YARDS ON TWO SIDES+) DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/04 DATE INITIAL PLAN REVIEW PLAN REVIEWER: ALI SADRE, S.E. COMPLETED: APR. 10, 2020 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked-up list when you submit the revised plans. Page 5 of 15 GENERAL 1. Please submit two new stamped & signed complete sets of prints, to: The bldg. department. PLANS 2. The info. as noted on Sht. A1.01, i.e., king/queen/lock-off rooms/communication features/etc. sound like (R1) transient lodging versus (R2) condos; please clarify! 3. The allowable number of stories for R-2, using 13-R sprinkler system, is a maximum of two. Table 504.4. Three-story R2 buildings with Type V-B Construction will require NFPA 13 sprinkler systems, provided that the sprinklers are not required for allowable area increases; otherwise, Type V-A Construction is required. Table 504.4. Revise NFPA13R, as noted on Sht. G0.01. LOCATION ON PROPERTY 4. When two or more buildings are on the same property, the buildings shall have an assumed property line (PL) between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. Section 503.1.2. [See the next few items as well]. 5. The bldg. floor area includes porch/balcony, etc., with post & beam. See Section 202 for the definition of floor areas. Revise the location of the assumed PL on plans to measure from the edge of the patios with post & beam. Such areas shall be outside of the required fire-separation distance, revise sht. A1.01, accordingly. 6. Show the actual versus allowable unprotected openings & demonstrate how the actual percentages were calculated. Please update this information on Sheet G0.10, as required. [I.e., how was the actual 13% opening calculated and what is the permitted % of unprotected openings for this wall segment]. 7. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. See the next few items as well. 8. Exterior walls shall have a 30” parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18" of such parapets shall be noncombustible. 9. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: FIRE SEPARATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted >2 feet to 3 feet 24 inches >3 feet to < 30 feet 24" + 8" for every foot of FSD beyond 3' (or fraction thereof) 30 feet or greater 20 feet Page 7 of 15 10. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. 11. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. 12. For buildings on the same lot, opening protectives having a fire-protection rating of not less than ¾-hour shall be provided in every opening that is within a horizontal fire separation distance of 15’ of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. ACCESSIBILITY 13. Please revise the plans to show compliance with the attached HC provisions. STRUCTURAL 6. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. Page 8 of 15 ADDITIONAL 7. PME Approved. 8. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 9. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. Page 9 of 15 PRIVATELY FUNDED MULTI-FAMILY DISABLED ACCESS CORRECTION CHECKLIST Note: All Sections referenced are from Title 24 (2016 CBC) • APPLICABILITY: Note on the cover sheet of the plans that all units are accessible &/ or adaptable on this project: Please provide a response list stating where each item is addressed on plans. Scoping. 1. The California Multi-Family Disabled Access Regulations apply to newly constructed, privately funded, multi- family dwelling units, per Title 24 Section 1.8.2.1.2 and 1102A.1, as follows: a) Condominium buildings having 4 or more dwelling units. 2. The following are the general accessibility requirements: a) In elevator buildings, all units on all floors must be adaptable and accessible. Section 1102A.3.2. SITE DEVELOPMENT/ACCESSIBLE ROUTE OF TRAVEL: • ACCESSIBLE ROUTE OF TRAVEL 3. Accessible routes of travel shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible entrance they serve. The accessible route shall to the extent feasible, coincide with the route for general public. Sec. 1110A.1. 4. At least one accessible route shall connect accessible buildings facilities, elements and spaces that are on the same site. Section 1110A.1. 5. Where more than one route of travel is provided, all routes shall be accessible. Section 1110A.1.1. Show a legend for this on the plans. 6. If an accessible route has changes in level greater than ½”, then a curb ramp, or pedestrian ramp shall be provided. Stairs shall not be part of an accessible route. Section 1111A.2. • PARKING 7. The plans must indicate if the parking is “assigned” or “not assigned.” Depending on the choice, the following items apply. 8. If assigned parking is provided at privately funded multifamily building sites, accessible parking shall be provided for at least 2% of the assigned parking spaces, but not less than one. At least one space of each type of parking facility shall be made accessible even if the total number exceeds 2%. Signage is not required for assigned parking. Section 1109A.4. 9. When parking is not assigned to a resident, at least 5% of the parking spaces shall be accessible and provide access to covered multifamily dwellings and facilities. Such parking spaces shall be provided with signage by Section 1109A.8.8. Such signage shall not be blocked from view by a vehicle parked in the space. Section 1109A.5. 10. Accessible parking shall be located on the shortest possible accessible route of travel to an accessible building entrance. Section 1109A.7.1. 11. In facilities with multiple accessible building entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Section 1109A.7.2. 12. When practical, the accessible route shall not cross lanes for vehicular traffic. When crossing vehicle traffic lanes is necessary, the accessible route shall be designated and marked as a crosswalk. Sec. 1109A.7.3. 13. A vertical clearance of 8’-2” (measured to the lowest projection from the ceiling) shall be maintained to each required accessible parking space. Section 1109A.8.1. 14. Each accessible space shall be 14’ wide & outlined to provide a 9’ parking area and a 5’ loading & unloading area. The loading and unloading area may be located on either side of the vehicle. Sec. 1109A.8.5.1. 15. Two adjacent accessible parking spaces may be provided with a 23’ wide area lined to provide a 9’ parking area on each side of a 5’ loading and unloading area in the center. Section 1109A.8.5.2. Page 10 of 15 16. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 8’ wide minimum and shall be designated van accessible with a sign "Van Accessible" mounted below the symbol of accessibility. Alternately, the parking space may be 12’ wide with the access aisle 5’ wide. Section 1109A.8.6. The access aisle shall be located on the passenger side of the vehicle. 17. Ramps shall not encroach into any accessible parking space or the adjacent loading/unloading access aisle. Section 1109A.8.2.2. 18. At each parking space, a bumper or curb shall be provided to prevent encroachment of cars over the required width of walkways. Section 1109A.8.2.1. 19. The accessible parking space(s) shall be so located that people with disabilities are not compelled to wheel or walk behind parked cars other than their own. Section 1109A.7.5. 20. Surface slopes of parking spaces for physically disabled shall not exceed ¼”/ft. (2.083 % gradient) in any direction. Section 1109A.8.3. 21. If a parking lot has unassigned parking spaces, then the accessible parking stalls shall be identified by a sign, complying with Section 1109A.8.8. • INSIDE THE UNITS: Show step-by-step compliance within all units: • INTERIOR PATHS OF TRAVEL: i.e., update floor plans & details on Sheets A5.01 & A5.02: 22. Every interior opening or passage door in a covered dwelling unit must provide a minimum of 32" net clear opening width between the face of the door and the door stop, when the door is in the 90o open position. Section 1132A.3. A 34" door is acceptable, and a standard 6’. sliding glass door is acceptable. 23. A pair of doors must have at least one leaf which provides a clear width of not less than 32”. Sec. 1132A.3. 24. All interior doors shall have a level area on the swing side of the door that extends 18" past the strike edge of the door. Section 1132A.5.2. 25. Interior doors shall provide a minimum length on both sides of the door of at least 42”. Section 1132A.5.1. For doors providing a clear opening width of only 34”, this landing may be reduced to 39”. 26. The landing on the dwelling unit side of the primary entry door shall have a minimum length of not less than 44”. Section 1132A.5.1. 27. Interior passage doors shall have hardware centered between 30" and 44" above the floor and be openable with a single effort by lever type hardware. Section 1132A.8. 28. The bottom 10” of all doors shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Section 11132A.9. • BATHROOMS: Please revise the floor plans to show compliance in all the bathrooms & powder rooms, i.e., show how the shower door does not interfere with the required clear floor space: 29. Bathrooms shall be designed to comply with one of the following options, per Section 1134A.1: a) Option 1. All bathrooms within the dwelling unit shall be designed to comply with the following: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) Showers shall comply with Section 1134A.7. iv) Water closets shall comply with Section 1134A.7. v) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi) Bathrooms shall be provided with an accessible route into and through the bathroom. vii) If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). viii) A minimum 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. ix) Switches, outlets, and controls shall comply with Section 1142A. x) Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. Page 11 of 15 b) Option 2. Only one bathroom within the unit shall be designed to comply with the following: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) Showers shall comply with Section 1134A.6. iv) Water closets shall comply with Section 1134A.7. v) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi) Where both a tub and shower are provided in the bathroom, at least one shall be made accessible. See Section 1134A.5 for bathtubs, or Section 1134A.6 for showers. vii) When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. viii) Bathrooms shall be provided with an accessible route into and through the bathroom. ix) If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). x) A minimum of 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. xi) Switches, outlets, and controls shall comply with Section 1142A. xii) Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. xiii) When option 2 is used, all additional bathrooms must comply with items viii through xii above. 30. Per Section 1134A.3, all “powder rooms” located on floor levels required to be accessible shall comply with items 1 through 6 of this section. When the powder room is the only toilet facility located on an accessible level, it shall comply with items 1 through 7 of this section. Also, the generic details as printed on Sheet G0.21 do not match the floor plans on Sht. A5.01: 1. Accessible Route. Powder rooms shall be provided with an accessible route into and through the powder room and shall comply with Section 1134A.4. 2. Doors. If a door is provided it shall comply with the requirements of Section 1132A.5 (this requires a strike-clearance of at least 18” and a landing depth of 42” on each side of the door). 3. Water Closets. Water closets shall comply with Section 1134.7. 4. Lavatories, Vanities, Mirrors and Towel Fixtures. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. 5. Strike Edge Maneuvering Space. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. This means the door swing shall not interfere with the clear floor space; show compliance on 5/A5.01 & for shower doors: 6. Accessible Switches, Outlets & Controls. Switches, outlets & controls shall comply with Sec. 1142A. 7. Reinforced Walls for Grab Bars. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. 31. 1134A.4 Sufficient Maneuvering Space. Bathing & toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person on a wheelchair or other mobility aid to enter & close the door, use the fixtures, reopen the door and exit. Where the door swings into the bathroom or powder room, there shall be a clear maneuvering space outside the swing of the door of at least 30” by 48” within the room. The clear maneuvering space shall allow the user to position a wheelchair or other mobility aid clear of the path of the door as it is closed and to permit use of fixtures. Doors may swing into the required clear space at any fixture when a clear maneuvering space is provided outside the swing arc of the door, so it can be closed. Maneuvering spaces may include & knee space or toe space available below bathroom fixtures. 32. 1134A.5 Bathtubs. Bathtubs required to be accessible shall comply with this section. a) Floor Space. There shall be a minimum clear floor space 48” parallel by 30” perpendicular to the side of a bathtub or bathtub-shower combination (measured from the foot or drain end of the bathtub) to provide for the maneuvering of a wheelchair and transfer to and from the bathing facilities. The area under the lavatory may be included in the clear floor space provided the knee and toe space comply with Section 1134A.8. Cabinets under lavatories and toilets shall not encroach into the clear floor space. b) Reinforced Walls for Grab Bars. A bathtub installed without surrounding walls shall provide reinforced areas for the installation of floor-mounted grab bars. Where a bathtub is installed with surrounding walls, grab bar reinforcement shall be located on each end of the bathtub, 32” to 38” above the floor, extending a minimum of 24” from the front edge of the bathtub toward the back wall of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. Grab bar reinforcement shall be installed on the back wall of the bathtub a maximum 6” above the bathtub Page 12 of 15 rim extending upward to at least 38” above the floor. Grab bar backing shall be installed horizontally to permit the installation of a 48” grab bar with each end a maximum of 6” from the end walls of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. c) Bathtub Controls. Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls and operation mechanisms shall be no greater than 5 pound-force. Lever operated, push- type and electronically controlled mechanisms are examples of acceptable designs. 33. 1134A.6 Showers. Showers required to be accessible shall comply with this section. a) Size. When a shower stall is provided, at least one shower stall shall measure at least 42” wide by 48” deep with an entrance opening of at least 36”. The maximum slope of the shower floor shall be ½”/ft. in any direction and shall slope toward the rear to a drain located within 6” of the rear wall. The floor surfaces shall be grit-faced tile or of a material providing equivalent slip resistance. b) Floor Space. A clear maneuvering space at least 30” in width by 48” in length shall be located outside the shower, flush and parallel to the control wall. c) Reinforced Walls for Grab Bars. Grab bar reinforcement shall be installed continuous in the walls on showers 32” to 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. Glass-walled shower stalls shall provide reinforcement for installation of floor mounted or ceiling mounted grab bars. d) Thresholds. When a threshold (a recessed drop) is used, it shall be a maximum of ½” in height and have a beveled or slopped angle not exceeding 45o from the horizontal. e) Shower Controls. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5-lbs-force. Lever operated, push-type and electronically controlled mechanism are examples of acceptable designs. 34. 1134A.7 Water Closets. Water closets in bathrooms or powder rooms required to be accessible shall comply with this section. a) Floor Space. The water closet shall be in a space a minimum of 48” in clear width with 36” minimum clear space provided in front of the water closet. This space may include maneuverable space under a lavatory, if provided and arranged so as not to impede access. Exception: The 48” clear width may be reduced to 36” for lavatories and cabinets located immediately adjacent to a water closet which extend no more than 24” in depth. b) Water closets shall be located within bathrooms in a manner that a grab bar to be installed on one side of the fixture. The centerline of the water closet shall be 17” to 18” from a grab bar wall. In locations where water closets are adjacent to non-grab bar walls, the centerline of the fixture shall be a minimum of 18” from the obstacle. The other (non-grab bar) side of the water closet shall be a minimum of 18” from the obstacle. c) Reinforced Walls for Grab Bars. Where the water closet is not placed adjacent to a side wall, the bathroom shall have provisions for installation of floor mounted, foldaway, or similar alternative grab bars. Where the water closet is placed adjacent to a side wall, reinforcement is installed at the back; it shall be installed between 32” and 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. d) Seat Height. The minimum height of water closet seats shall be 15” above the floor. e) Water Closet Controls. Water closet Controls shall be mounted no more than 44” above the floor. The force required to activate controls shall be no greater than 5 pound-force. 35. 1134A.8 Lavatories, Vanities, Mirrors and Towel Fixtures. Bathrooms or powder rooms required to be accessible shall have at least one accessible lavatory. Where mirrors and towel fixtures are provided, at least one of each shall be accessible. a) Location. Vanities and Lavatories shall be installed with the centerline of the fixture a minimum of 18 inches horizontally from an adjoining wall or fixture to allow for forward approach. When parallel approach is provided, lavatories shall be installed with the centerline of the fixture a minimum of 24” horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a maximum of 34” above the finished door. b) Floor Space. A clear maneuvering space at least 30” by 48” shall be provided at lavatories and shall be centered on the lavatory. c) Cabinets. Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a wheelchair and the lavatory cabinets are designed with adaptable knee and toe space. d) Knee and Toe Space. Knee and toe space shall be provided as follows: i) The knee space shall be at least 30” wide and 8” deep. ii) The knee space shall be at least 29” high at the front face and reducing to not less than 27” at a point 8” back from the front edge. iii) The knee and toe space required in this section shall be provided by one of the following: a) The space beneath the lavatory shall be left clear and unobstructed. Page 13 of 15 b)Any cabinet beneath the lavatory shall be removable without the use of specialized knowledge or specialized tools or, c)Doors to the cabinet beneath the lavatory shall be removable or openable to provide the required unobstructed knee and toe space. iv)The toe space required in this section shall be provided as follows: a)Shall be at least 30” wide and centered on the lavatory. b)Shall be at least 17” deep, measured from the front edge. c)Shall be at least 9” high from the floor. e)Finished Floor. The finished floor beneath the lavatory shall be extended to the wall. f)Plumbing Protection. Hot water and drain-pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. g)Lavatory Faucet Controls. Faucet controls and operation mechanism shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5lbs-force. Lever operated. Push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. h)Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided, they shall be mounted with the bottom edge no higher than 40” from the floor. •KITCHENS 36.Base cabinets directly under the kitchen sink counter area, including toe board and shelving shall be removable without special knowledge or tools. Finish flooring shall be provided on the floor beneath the countertop. There is no exception to this requirement. Section 1133A.3. 37.A minimum linear length of 30” of countertop shall be provided for the kitchen sink, and a minimum linear length of 30” of countertop shall be provided for a work surface, both of which shall be designed to enable repositioning to a minimum height of 28”. Section 1133A.4. Exceptions: i)Only 5% of covered dwelling units are required to comply with the repositionable countertop requirements. ii)Stone, cultured stone, and tiled countertops may be used without meeting the repositioning requirements. iii)In covered dwelling units, two 15” minimum width breadboards may be provided in lieu of the required 30” of countertop work surface. 38.The following additional provisions shall be met if repositioning of countertops is required: (Sec. 1133A.4.1): i)Base cabinets, directly under sink and work surface counter areas, shall be removable to provide clearance for a wheelchair. ii)Finished flooring shall be installed on the floor beneath such countertop. iii)The side and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material, appropriate for such uses. 39.Water supply and drainpipes under kitchen sinks shall be insulated or otherwise covered. Sec. 1133A.7.1. 40.Kitchens shall have a minimum clear width measured between any cabinet, countertop or appliance as follows, per Section 1133A.2.1: a)U-shaped kitchens, designed with parallel approach at a range or cooktop located at the base of the U, shall have a minimum clear width of at least 60”. b)U-shaped kitchens, designed with a cooktop or sink located at the base of the U, shall have a clear width of at least 48”. c)All other kitchen designs shall provide a minimum clear width of at least 48”. Page 14 of 15 End Page 15 of 15 DESIGN & DEVELOPMENT DEPARTMENT 78‐495 CALLE TAMPICO L A QUINTA, CALIFORNIA 92253 (760) 777‐7125 FAX (760) 777‐7011 Non‐Residential Plan Check Correction List (os) Page 1 of 2 NON‐RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: JUNE 1, 2020 STATUS: THIRD REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777‐7018 ADDRESS: 79‐179 AHMANSON LN DESCRIPTION: PENDRY RESIDENCES APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCPR2019‐0011 This submittal has been checked for compliance with the 2016 California Building, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes, and the City of La Quinta Municipal Code. APPLICANT: BUILDING DEPARTMENT STAFF: The following items are being returned to you for correction: 3RD REVIEW CORRECTION LIST DO NOT accept any resubmittal unless ALL of the following items are included: ‐REVISED PLAN SET (AS NECESSARY) ‐REVISED DOCUMENTS (AS NECESSARY) ‐RESPONSE LIST TO CORRECTION LISTS INSTRUCTIONS TO APPLICANT: 1) Provide a response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, “Sheet A‐3,” or, “Handrails shall be per CBC Section 1003,” are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, “Added note 16 on sheet A‐3” are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise original Plans and/or Calculations as necessary. 3) Each sheet of resubmitted Plans and/or Calculations shall include the preparer’s name and telephone number and shall be electronically signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. Non‐Residential Plan Check Correction List (os) Page 2 of 2 SECTION A – GENERAL 1) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic‐signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code '5536. Resubmittals will not be accepted with signatures missing. 2) Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777‐7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report 3) Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777‐7074 with questions regarding the following: 1. 3RD REVIEW ‐ Sheet PR‐A2.01 shows the location of the Fire Riser/Standpipe at the exterior exit stairway. Access to the base of riser is not compliant with RVC Fire Technical Policy #14‐001. a. A minimum clearance of 18‐inches from the sides and front of the fire riser assembly shall be maintained clear of building construction. *If concealed by a doorway – shall additionally comply with minimum dimension requirements. 2. Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. a. 3RD REVIEW – Locating the 1‐A:10‐B:C portable fire extinguisher in the living area of each dwelling unit must still comply with CFC 906.5 (Conspicuous Location) and 906.6 (Unobstructed and Unobscured). *Suggest (1) 2:A‐10:B:C for each level, located in a recessed cabinet, *appropriately rated, on the exterior egress balcony. 3. 3RD REVIEW – Sheet PR‐A2.21 “Door Schedule” – Door Detail A3 identifies a Single Flush door. Architectural plans show as part of a 2‐door lock‐off assembly. 4. 3RD REVIEW ‐ Update electrical plans in accordance with your “2nd Review Fire Comments – Applicant Responses”. Plans still show emergency egress illumination with most of the dwelling units (but not B3, D3 and E3). This is not necessarily required but should be consistent throughout if to remain. 5. 3RD REVIEW – Electrical plans do not reference the current stairway configuration. 6. Due to the unique arrangement of the shared (double) lock‐off doors connecting a sleeping unit to the Living Space of the Dwelling Unit – it is recommended to add additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock‐off doors. 7. 3RD REVIEW – Electrical plans were not updated with proposed locations in the Architectural details (Sheets A6.01, A6.02, A6.11 and A6.12). SECTION B – ARCHITECTURAL / MEP / STRUCTURAL 1) The City of La Quinta has elected to use EsGil Company for review of your project. The plans are approved with the following condition: Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans SECTION C – MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. NO PARKING NOPARKING NO PARKING NOPARKING NO PARKI N G N O P A R K I N G NO PAR K I N G NO PARKI N G RESER V E D CLUB H O U S E NO PA R K I N G NO PA R K I N G N O P A R K I N G MASTER WATER SEWER AND FIRE EXHIBIT PENDRY RESIDENCES/CLUBHOUSE - SILVERROCK34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING November 26, 2019 1 2 3 4 5 C L U B H O U S E 6 7 8 9 10 11 G1 G2 G3 G7 G4 G6 G5 G8 G9 G10 G11 R: \ 2 5 0 2 \ A C A D \ I m p r o v e m e n t P l a n s \ P r e l i m i n a r y \ 2 5 0 2 T E M P . d w g , 1 1 / 2 7 / 2 0 1 9 2 : 1 6 : 3 4 P M , d d e w e g e l i , M S A C o n s u l t i n g , I n c . ENERGY CALCULATION (T-24) (A Resident and Resort Hospitality Project) Golf Bungalows and Pendry Branded Residences Club House, Golf Villas, Type A, Type B La Quinta, County of Riverside, CA Gouvis Job No.: 65198 Developer: The Robert Green Company Architect: BAR Architects 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam Restrictive Notice: These designs, calculations, and specifications are the exclusive property of Gouvis Engineering Consulting Group. They are the subject of copyright and other legal protection. They may be used only by their intended recipient and only for the project depicted herein. No part of these calculations are to be copied, transferred, reproduced, nor can they be used, in whole or in part, by any other person or for any other project or structure, without the prior express written consent of Gouvis Engineering Consulting Group. © 2017 Gouvis Engineering Consulting Group Inc. - All Rights Reserved CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 1 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 GENERAL INFORMATION 01 Project Name Pendry Branded Residence 02 Calculation Description Title 24 Analysis 03 Project Location 79179 Ahmnason Ln 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.2 10 Building Type Multifamily 11 Front Orientation (deg/Cardinal)Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units 12 14 Total Cond. Floor Area (ft2)11373 15 Number of Zones 12 16 Slab Area (ft2)3791 17 Number of Stories 3 18 Addition Cond. Floor Area(ft2)n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ft2)n/a 21 Glazing Percentage (%)20.9% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 2 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 ENERGY USE SUMMARY Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 0.93 2.29 -1.36 -146.2% Space Cooling 98.20 83.91 14.29 14.6% IAQ Ventilation 2.38 2.38 0.00 0.0% Water Heating 10.51 9.07 1.44 13.7% PV Credit ---- 0.00 0.00 ---- North Facing Compliance Total 112.02 97.65 14.37 12.8% Space Heating 0.93 1.78 -0.85 -91.4% Space Cooling 98.20 88.04 10.16 10.3% IAQ Ventilation 2.38 2.38 0.00 0.0% Water Heating 10.51 9.07 1.44 13.7% PV Credit ---- 0.00 0.00 ---- East Facing Compliance Total 112.02 101.27 10.75 9.6% Space Heating 0.93 1.46 -0.53 -57.0% Space Cooling 98.20 82.98 15.22 15.5% IAQ Ventilation 2.38 2.38 0.00 0.0% Water Heating 10.51 9.07 1.44 13.7% PV Credit ----0.00 0.00 ---- South Facing Compliance Total 112.02 95.89 16.13 14.4% Space Heating 0.93 1.90 -0.97 -104.3% Space Cooling 98.20 96.50 1.70 1.7% IAQ Ventilation 2.38 2.38 0.00 0.0% Water Heating 10.51 9.07 1.44 13.7% PV Credit ----0.00 0.00 ---- West Facing Compliance Total 112.02 109.85 2.17 1.9% 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 3 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Efficiency EDR of Proposed Efficiency EDR Value of Proposed PV + Battery Final Proposed EDR North 62.5 57.4 0.0 57.4 East 62.5 58.7 0.0 58.7 South 62.5 56.8 0.0 56.8 West 62.5 61.7 0.0 61.7 Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. Design meets Zero Net Energy (ZNE) Design Designation requirement for Multifamily in climate zone CZ15 (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System and QII must be verified. Notes: •Excess PV Generation EDR Credit: Bypassing PV size limit may violate Net Energy Metering (NEM) rules REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Cool roof •Window overhangs and/or fins •Non-standard duct location (any location other than attic) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: •High quality insulation installation (QII) •IAQ mechanical ventilation Cooling System Verifications: •-- None -- HVAC Distribution System Verifications: •Duct Sealing •Low-leakage Air Handling Unit Domestic Hot Water System Verifications: •-- None -- 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 4 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 ZONE INFORMATION 01 02 03 04 05 Zone Name Zone Type Zone Floor Area (ft2)Avg. Ceiling Height Number of Dwelling Units Unit 102 Main Conditioned 1284 11.5 1 Unit 102 Lock-Off Unit Conditioned 440 11.5 1 Unit 132 Main Conditioned 1626 11.5 1 Unit 132 Lock-Off Unit Conditioned 441 11.5 1 Unit 202 Main Conditioned 1284 11.5 1 Unit 202 Lock-Off Unit Conditioned 440 11.5 1 Unit 232 Main Conditioned 1626 11.5 1 Unit 232 Lock-Off Unit Conditioned 441 11.5 1 Unit 302 Main Conditioned 1284 10.2 1 Unit 302 Lock-Off Unit Conditioned 440 10.2 1 Unit 332 Main Conditioned 1626 10.2 1 Unit 332 Lock-Off Unit Conditioned 441 10.2 1 DWELLING UNIT INFORMATION 01 02 03 Dwelling Unit Name Dwelling Unit Type Zone DDU-1 -(1/1)DU-1 Unit 102 Main DDU-2 -(1/1)DU-2 Unit 102 Lock-Off Unit DDU-3 -(1/1)DU-3 Unit 132 Main DDU-4 -(1/1)DU-4 Unit 132 Lock-Off Unit DDU-5 -(1/1)DU-5 Unit 202 Main DDU-6 -(1/1)DU-6 Unit 202 Lock-Off Unit DDU-7 -(1/1)DU-7 Unit 232 Main DDU-8 -(1/1)DU-8 Unit 232 Lock-Off Unit DDU-9 -(1/1)DU-9 Unit 302 Main DDU-10 -(1/1)DU-10 Unit 302 Lock-Off Unit DDU-11 -(1/1)DU-11 Unit 332 Main DDU-12 -(1/1)DU-12 Unit 332 Lock-Off Unit 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 5 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2) Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-1 1284 1 1 DDU-1 | :Heat Pump System 1:Air Distribution System 1:HVAC Fan 1:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-2 440 1 1 DDU-2 | :Heat Pump System 2:Air Distribution System 2:HVAC Fan 2:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-3 1626 2 1 DDU-3 | :Heat Pump System 3:Air Distribution System 3:HVAC Fan 3:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-4 441 3 1 DDU-4 | :Heat Pump System 4:Air Distribution System 4:HVAC Fan 4:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-5 1284 1 1 DDU-5 | :Heat Pump System 5:Air Distribution System 5:HVAC Fan 5:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-6 440 1 1 DDU-6 | :Heat Pump System 6:Air Distribution System 6:HVAC Fan 6:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-7 1626 2 1 DDU-7 | :Heat Pump System 7:Air Distribution System 7:HVAC Fan 7:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-8 441 3 1 DDU-8 | :Heat Pump System 8:Air Distribution System 8:HVAC Fan 8:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-9 1284 1 1 DDU-9 | :Heat Pump System 9:Air Distribution System 9:HVAC Fan 9:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-10 440 1 1 DDU-10 | :Heat Pump System 10:Air Distribution System 10:HVAC Fan 10:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-11 1626 2 1 DDU-11 | :Heat Pump System 11:Air Distribution System 11:HVAC Fan 11:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-12 441 3 1 DDU-12 | :Heat Pump System 12:Air Distribution System 12:HVAC Fan 12:2:3 DHW Sys 1 Default Minimum IAQ Fan 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 6 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window & Door Area (ft2)Tilt (deg) N Exterior Wall 2x6 Unit 102 Main R-21 Wall 0 Front 356 182 90 E Exterior Wall 2x6 Unit 102 Main R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 Unit 102 Main R-21 Wall 180 Back 356 56 90 W Exterior Wall 2x6 Unit 102 Main R-21 Wall 270 Right 577 69.3066 90 N Exterior Wall 2x6 2 Unit 102 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall Unit 102 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 2 Unit 102 Lock-Off Unit R-21 Wall 180 Back 70 32 90 W Interior Wall Unit 102 Lock-Off Unit>>Unit 102 Main R-0 Wall n/a n/a 390 0 n/a N Exterior Wall 2x6 3 Unit 132 Main R-21 Wall 0 Front 490 238 90 E Exterior Wall 2x6 2 Unit 132 Main R-21 Wall 90 Left 665 85.3066 90 S Exterior Wall 2x6 3 Unit 132 Main R-21 Wall 180 Back 490 32 90 W Exterior Wall 2x6 2 Unit 132 Main R-21 Wall 270 Right 60 24 90 N Exterior Wall 2x6 4 Unit 132 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 4 Unit 132 Lock-Off Unit R-21 Wall 180 Back 152 32 90 E Interior Wall Unit 132 Lock-Off Unit>>Unit 132 Main R-13 Party Wall n/a n/a 400 0 n/a W Interior Wall 2 Unit 132 Lock-Off Unit>>Unit 102 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a N Exterior Wall 2x6 5 Unit 202 Main R-21 Wall 0 Front 356 182 90 E Exterior Wall 2x6 3 Unit 202 Main R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 5 Unit 202 Main R-21 Wall 180 Back 356 32 90 W Exterior Wall 2x6 3 Unit 202 Main R-21 Wall 270 Right 577 69.28 90 Interior Floor Unit 202 Main>>Unit 102 Main R-19 Floor No Crawl Space n/a n/a 1284 n/a n/a N Exterior Wall 2x6 6 Unit 202 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2 Unit 202 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 6 Unit 202 Lock-Off Unit R-21 Wall 180 Back 70 32 90 W Interior Wall 3 Unit 202 Lock-Off Unit>>Unit 202 Main R-0 Wall n/a n/a 390 0 n/a Interior Floor 2 Unit 202 Lock-Off Unit>>Unit 102 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 440 n/a n/a 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 7 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 N Exterior Wall 2x6 7 Unit 232 Main R-21 Wall 0 Front 490 238 90 E Exterior Wall 2x6 4 Unit 232 Main R-21 Wall 90 Left 665 85.2752 90 S Exterior Wall 2x6 7 Unit 232 Main R-21 Wall 180 Back 490 32 90 W Exterior Wall 2x6 4 Unit 232 Main R-21 Wall 270 Right 60 24 90 Interior Floor 3 Unit 232 Main>>Unit 132 Main R-19 Floor No Crawl Space n/a n/a 1626 n/a n/a N Exterior Wall 2x6 8 Unit 232 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 8 Unit 232 Lock-Off Unit R-21 Wall 180 Back 152 32 90 E Interior Wall 2 Unit 232 Lock-Off Unit>>Unit 232 Main R-13 Party Wall n/a n/a 400 0 n/a W Interior Wall 4 Unit 232 Lock-Off Unit>>Unit 202 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a Interior Floor 4 Unit 232 Lock-Off Unit>>Unit 132 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 441 n/a n/a N Exterior Wall 2x6 9 Unit 302 Main R-21 Wall 0 Front 356 182 90 E Exterior Wall 2x6 5 Unit 302 Main R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 9 Unit 302 Main R-21 Wall 180 Back 356 32 90 W Exterior Wall 2x6 5 Unit 302 Main R-21 Wall 270 Right 577 69.28 90 Interior Floor 5 Unit 302 Main>>Unit 202 Main R-19 Floor No Crawl Space n/a n/a 1284 n/a n/a N Exterior Wall 2x6 10 Unit 302 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 3 Unit 302 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 10 Unit 302 Lock-Off Unit R-21 Wall 180 Back 70 32 90 W Interior Wall 5 Unit 302 Lock-Off Unit>>Unit 302 Main R-0 Wall n/a n/a 390 0 n/a Interior Floor 6 Unit 302 Lock-Off Unit>>Unit 202 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 440 n/a n/a N Exterior Wall 2x6 11 Unit 332 Main R-21 Wall 0 Front 490 238 90 E Exterior Wall 2x6 6 Unit 332 Main R-21 Wall 90 Left 665 85.28 90 S Exterior Wall 2x6 11 Unit 332 Main R-21 Wall 180 Back 490 32 90 W Exterior Wall 2x6 6 Unit 332 Main R-21 Wall 270 Right 60 24 90 Interior Floor 7 Unit 332 Main>>Unit 232 Main R-19 Floor No Crawl Space n/a n/a 1626 n/a n/a N Exterior Wall 2x6 12 Unit 332 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 12 Unit 332 Lock-Off Unit R-21 Wall 180 Back 152 32 90 E Interior Wall 3 Unit 332 Lock-Off Unit>>Unit 332 Main R-13 Party Wall n/a n/a 400 0 n/a 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 8 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 W Interior Wall 6 Unit 332 Lock-Off Unit>>Unit 302 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a Interior Floor 8 Unit 332 Lock-Off Unit>>Unit 232 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 441 n/a n/a OPAQUE SURFACES – Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 Name Zone Type Orientation Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Roof Unit 302 Main R-38 Roof No Attic + Cool Front 1284 0 0.3 0.41 0.92 Yes Roof 2 Unit 302 Lock-Off Unit R-38 Roof No Attic + Cool Front 440 0 0.3 0.41 0.92 Yes Roof 3 Unit 332 Main R-38 Roof No Attic + Cool Front 1626 0 0.3 0.41 0.92 Yes Roof 4 Unit 332 Lock-Off Unit R-38 Roof No Attic + Cool Front 441 0 0.3 0.41 0.92 Yes 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 9 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation-Azimuth)Width (ft) Height (ft)Multiplier Area (ft2)U-factor SHGC Exterior Shading Door 101.8 (130980SLD)Window N Exterior Wall 2x6 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 102.9 (9080SLD)Window N Exterior Wall 2x6 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 1680FX Window S Exterior Wall 2x6 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 102.3 (30 Window S Exterior Wall 2x6 (Back-180)--------1 24.0 0.42 0.32 Insect Screen (default) Window 101.7 (6880SLD)Window W Exterior Wall 2x6 (Right-270)6.7 8.0 0.999 53.3 0.42 0.32 Insect Screen (default) Window 4040FX Window W Exterior Wall 2x6 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) Door 111.4 (10080SLD)Window N Exterior Wall 2x6 2 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 2 Window S Exterior Wall 2x6 2 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 131.6 (130980SLD)Window N Exterior Wall 2x6 3 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 132.5 (9080SLD)Window N Exterior Wall 2x6 3 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 7080FX Window N Exterior Wall 2x6 3 (Front-0)7.0 8.0 1 56.0 0.42 0.32 Insect Screen (default) Window 131.7 (6880SLD)Window E Exterior Wall 2x6 2 (Left-90)6.7 8.0 0.999 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 2 Window E Exterior Wall 2x6 2 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 4040FX 3 Window E Exterior Wall 2x6 2 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 3 Window S Exterior Wall 2x6 3 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 121.4 (10080SLD)Window N Exterior Wall 2x6 4 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 4 Window S Exterior Wall 2x6 4 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 101.8 (130980SLD) 2 Window N Exterior Wall 2x6 5 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 102.9 (9080SLD) 2 Window N Exterior Wall 2x6 5 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 1680FX 5 Window S Exterior Wall 2x6 5 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Window 101.7 (6880SLD) 2 Window W Exterior Wall 2x6 3 (Right-270)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 4 Window W Exterior Wall 2x6 3 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) Door 111.4 (10080SLD) 2 Window N Exterior Wall 2x6 6 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 6 Window S Exterior Wall 2x6 6 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 131.6 (130980SLD) 2 Window N Exterior Wall 2x6 7 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 132.5 (9080SLD) 2 Window N Exterior Wall 2x6 7 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 7080FX 2 Window N Exterior Wall 2x6 7 (Front-0)7.0 8.0 1 56.0 0.42 0.32 Insect Screen (default) Window 131.7 (6880SLD) 2 Window E Exterior Wall 2x6 4 (Left-90)6.6 8.0 1.009 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 5 Window E Exterior Wall 2x6 4 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 10 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 Window 4040FX 6 Window E Exterior Wall 2x6 4 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 7 Window S Exterior Wall 2x6 7 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 121.4 (10080SLD) 2 Window N Exterior Wall 2x6 8 (Front-0)--------1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 8 Window S Exterior Wall 2x6 8 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 101.8 (130980SLD) 3 Window N Exterior Wall 2x6 9 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 102.9 (9080SLD) 3 Window N Exterior Wall 2x6 9 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 1680FX 9 Window S Exterior Wall 2x6 9 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Window 101.7 (6880SLD) 3 Window W Exterior Wall 2x6 5 (Right-270)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 7 Window W Exterior Wall 2x6 5 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) Door 111.4 (10080SLD) 3 Window N Exterior Wall 2x6 10 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 10 Window S Exterior Wall 2x6 10 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 131.6 (130980SLD) 3 Window N Exterior Wall 2x6 11 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 132.5 (9080SLD) 3 Window N Exterior Wall 2x6 11 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 7080FX 3 Window N Exterior Wall 2x6 11 (Front-0)7.0 8.0 1 56.0 0.42 0.32 Insect Screen (default) Window 131.7 (6880SLD) 3 Window E Exterior Wall 2x6 6 (Left-90)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 8 Window E Exterior Wall 2x6 6 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 4040FX 9 Window E Exterior Wall 2x6 6 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 11 Window S Exterior Wall 2x6 11 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 121.4 (10080SLD) 3 Window N Exterior Wall 2x6 12 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 12 Window S Exterior Wall 2x6 12 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 11 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Door 101.2 (3680SCDR)S Exterior Wall 2x6 20.0 0.50 Door 111.2 (3680SCDR)S Exterior Wall 2x6 2 20.0 0.50 Door 131.2 (3680SCDR)S Exterior Wall 2x6 3 20.0 0.50 Door 141.1 (3080SCDR)W Exterior Wall 2x6 2 24.0 0.50 Door 121.2 (3680SCDR)S Exterior Wall 2x6 4 20.0 0.50 Door 101.2 (3680SCDR) 2 S Exterior Wall 2x6 5 20.0 0.50 Door 111.2 (3680SCDR) 2 S Exterior Wall 2x6 6 20.0 0.50 Door 131.2 (3680SCDR) 2 S Exterior Wall 2x6 7 20.0 0.50 Door 141.1 (3080SCDR) 2 W Exterior Wall 2x6 4 24.0 0.50 Door 121.2 (3680SCDR) 2 S Exterior Wall 2x6 8 20.0 0.50 Door 101.2 (3680SCDR) 3 S Exterior Wall 2x6 9 20.0 0.50 Door 111.2 (3680SCDR) 3 S Exterior Wall 2x6 10 20.0 0.50 Door 131.2 (3680SCDR) 3 S Exterior Wall 2x6 11 20.0 0.50 Door 141.1 (3080SCDR) 3 W Exterior Wall 2x6 6 24.0 0.50 Door 121.2 (3680SCDR) 3 S Exterior Wall 2x6 12 20.0 0.50 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 12 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht.Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Door 101.8 (130980SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 102.9 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 101.7 (6880SLD)7 1 1 1 0 0 0 0 0 0 0 0 0 Door 111.4 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 131.6 (130980SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 132.5 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 7080FX 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 131.7 (6880SLD)7 1 1 1 0 0 0 0 0 0 0 0 0 Door 121.4 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 101.8 (130980SLD) 2 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 102.9 (9080SLD) 2 9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 101.7 (6880SLD) 2 7 1 1 1 0 0 0 0 0 0 0 0 0 Door 111.4 (10080SLD) 2 5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 131.6 (130980SLD) 2 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 132.5 (9080SLD) 2 9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 7080FX 2 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 131.7 (6880SLD) 2 5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 101.8 (130980SLD) 3 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 102.9 (9080SLD) 3 9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 101.7 (6880SLD) 3 5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 111.4 (10080SLD) 3 5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 131.6 (130980SLD) 3 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 132.5 (9080SLD) 3 9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 7080FX 3 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 131.7 (6880SLD) 3 5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 121.4 (10080SLD) 3 5.5 1 1 1 0 0 0 0 0 0 0 0 0 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 13 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Construction Name Surface Type Construction Type Framing Total Cavity R-value Winter Design U-factor Assembly Layers R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C.R 21 0.069 •Inside Finish: Gypsum Board •Cavity / Frame: R-21 / 2x6 •Exterior Finish: 3 Coat Stucco R-0 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C.none 0.277 •Inside Finish: Gypsum Board •Cavity / Frame: no insul. / 2x4 •Other Side Finish: Gypsum Board R-13 Party Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C.R 13 0.092 •Inside Finish: Gypsum Board •Cavity / Frame: R-13 / 2x4 •Other Side Finish: Gypsum Board R-19 Floor No Crawl Space Interior Floors Wood Framed Floor 2x6 @ 16 in. O.C. R 19 in 5-1/2 in. cavity (R-18)0.049 •Floor Surface: Carpeted •Floor Deck: Wood Siding/sheathing/decking •Cavity / Frame: R-19 in 5-1/2 in. (R-18) / 2x6 •Ceiling Below Finish: Gypsum Board R-38 Roof No Attic + Cool Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C.R 38 0.030 •Inside Finish: Gypsum Board •Cavity / Frame: R-38 / 2x12 •Roof Deck: Wood Siding/sheathing/decking •Roofing: 5 PSF (Normal Gravel) SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value & Depth Carpeted Fraction Heated Slab-on-Grade Unit 102 Main 1284 0.1 None 0.8 No Slab-on-Grade 2 Unit 102 Lock-Off Unit 440 0.1 None 0.8 No Slab-on-Grade 3 Unit 132 Main 1626 0.1 None 0.8 No Slab-on-Grade 4 Unit 132 Lock-Off Unit 441 0.1 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII)Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 14 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Name System Type Number of Systems in Building Multi-Family Distribution Type Water Heater Number of Water Heaters/System Solar Fraction (%) DHW Sys 1 Standard 12 Multi-family: No loops or recirc pump DHW Heater 1 (1)1 0 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Uniform Energy Factor / Energy Factor / Efficiency Input Rating / Pilot / Thermal Efficiency Tank Insulation R-value (Int/Ext) Standby Loss / Recovery Eff First Hour Rating / Flow Rate NEEA Heat Pump Brand / Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Instantaneous 1 0 0.95 EF <= 200 kBtu/hr 0 n/a n/a n/a n/a 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 15 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name DDU-1 | :Heat Pump System 1:Air Distribution System 1:HVAC Fan 1:2:3 Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 DDU-2 | :Heat Pump System 2:Air Distribution System 2:HVAC Fan 2:2:3 Heat Pump Heating and Cooling System Heat Pump System 2 Heat Pump System 2 HVAC Fan 2 Air Distribution System 2 DDU-3 | :Heat Pump System 3:Air Distribution System 3:HVAC Fan 3:2:3 Heat Pump Heating and Cooling System Heat Pump System 3 Heat Pump System 3 HVAC Fan 3 Air Distribution System 3 DDU-4 | :Heat Pump System 4:Air Distribution System 4:HVAC Fan 4:2:3 Heat Pump Heating and Cooling System Heat Pump System 4 Heat Pump System 4 HVAC Fan 4 Air Distribution System 4 DDU-5 | :Heat Pump System 5:Air Distribution System 5:HVAC Fan 5:2:3 Heat Pump Heating and Cooling System Heat Pump System 5 Heat Pump System 5 HVAC Fan 5 Air Distribution System 5 DDU-6 | :Heat Pump System 6:Air Distribution System 6:HVAC Fan 6:2:3 Heat Pump Heating and Cooling System Heat Pump System 6 Heat Pump System 6 HVAC Fan 6 Air Distribution System 6 DDU-7 | :Heat Pump System 7:Air Distribution System 7:HVAC Fan 7:2:3 Heat Pump Heating and Cooling System Heat Pump System 7 Heat Pump System 7 HVAC Fan 7 Air Distribution System 7 DDU-8 | :Heat Pump System 8:Air Distribution System 8:HVAC Fan 8:2:3 Heat Pump Heating and Cooling System Heat Pump System 8 Heat Pump System 8 HVAC Fan 8 Air Distribution System 8 DDU-9 | :Heat Pump System 9:Air Distribution System 9:HVAC Fan 9:2:3 Heat Pump Heating and Cooling System Heat Pump System 9 Heat Pump System 9 HVAC Fan 9 Air Distribution System 9 DDU-10 | :Heat Pump System 10:Air Distribution System 10:HVAC Fan 10:2:3 Heat Pump Heating and Cooling System Heat Pump System 10 Heat Pump System 10 HVAC Fan 10 Air Distribution System 10 DDU-11 | :Heat Pump System 11:Air Distribution System 11:HVAC Fan 11:2:3 Heat Pump Heating and Cooling System Heat Pump System 11 Heat Pump System 11 HVAC Fan 11 Air Distribution System 11 DDU-12 | :Heat Pump System 12:Air Distribution System 12:HVAC Fan 12:2:3 Heat Pump Heating and Cooling System Heat Pump System 12 Heat Pump System 12 HVAC Fan 12 Air Distribution System 12 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 16 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 Heating Cooling Zonally Multispeed HERS Name System Type HSPF/COP Cap 47 Cap 17 SEER EER Controlled Compressor Verification Heat Pump System 1 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 1-hers-cool Heat Pump System 2 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 2-hers-cool Heat Pump System 3 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 3-hers-cool Heat Pump System 4 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 4-hers-cool Heat Pump System 5 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 5-hers-cool Heat Pump System 6 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 6-hers-cool Heat Pump System 7 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 7-hers-cool Heat Pump System 8 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 8-hers-cool Heat Pump System 9 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 9-hers-cool Heat Pump System 10 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 10-hers-cool Heat Pump System 11 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 11-hers-cool Heat Pump System 12 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 12-hers-cool 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 17 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target (CFM)Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1-hers-cool Required 350 Required Required Required Heat Pump System 2-hers-cool Required 350 Required Required Required Heat Pump System 3-hers-cool Required 350 Required Required Required Heat Pump System 4-hers-cool Required 350 Required Required Required Heat Pump System 5-hers-cool Required 350 Required Required Required Heat Pump System 6-hers-cool Required 350 Required Required Required Heat Pump System 7-hers-cool Required 350 Required Required Required Heat Pump System 8-hers-cool Required 350 Required Required Required Heat Pump System 9-hers-cool Required 350 Required Required Required Heat Pump System 10-hers-cool Required 350 Required Required Required Heat Pump System 11-hers-cool Required 350 Required Required Required Heat Pump System 12-hers-cool Required 350 Required Required Required 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 18 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 2 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 3 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 4 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 5 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 6 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 7 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 8 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 9 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 10 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 11 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 12 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 19 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Deeply Buried Low-leakage Name Verification Target (%)Location Design Ducts Ducts Air Handler Air Distribution System 1-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 2-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 3-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 4-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 5-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 6-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 7-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 8-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 9-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 10-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 11-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 12-hers-dist Required 5.0 Required Not Required Not Required Not Required Required HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 2 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 3 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 4 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 5 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 6 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 7 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 8 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 9 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 10 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 11 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 12 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 20 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 HVAC Fan 2-hers-fan Required 0.58 HVAC Fan 3-hers-fan Required 0.58 HVAC Fan 4-hers-fan Required 0.58 HVAC Fan 5-hers-fan Required 0.58 HVAC Fan 6-hers-fan Required 0.58 HVAC Fan 7-hers-fan Required 0.58 HVAC Fan 8-hers-fan Required 0.58 HVAC Fan 9-hers-fan Required 0.58 HVAC Fan 10-hers-fan Required 0.58 HVAC Fan 11-hers-fan Required 0.58 HVAC Fan 12-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%)HERS Verification DDU-1 1/1 54 0.25 Default 0 Required DDU-2 1/1 28 0.25 Default 0 Required DDU-3 1/1 71 0.25 Default 0 Required DDU-4 1/1 43 0.25 Default 0 Required DDU-5 1/1 54 0.25 Default 0 Required DDU-6 1/1 28 0.25 Default 0 Required DDU-7 1/1 71 0.25 Default 0 Required DDU-8 1/1 43 0.25 Default 0 Required DDU-9 1/1 54 0.25 Default 0 Required DDU-10 1/1 28 0.25 Default 0 Required DDU-11 1/1 71 0.25 Default 0 Required DDU-12 1/1 43 0.25 Default 0 Required 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:15:41, Thu, Nov 21, 2019 Page 21 of 21 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2019-11-21 15:44:41 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Easy to Verify at CalCERTS.com Guehee Park Gouvis Engineering Consulting Group 15 Studebaker Irvine, CA 92618 2019-11-26 17:14:33 N/A 949-752-1612 Earl Wilson BAR Architects 901 Battery Street, Suite 300 San Francisco, CA 94111 2019-12-05 11:58:18 N/A 415-293-5700 Guehee Park Earl Wilson Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 219-P010249841A-000-000-0000000-0000 2019-12-05 11:58:18 CalCERTS inc. ENERGY CALCULATION (T-24) (A Resident and Resort Hospitality Project) Golf Bungalows and Pendry Branded Residences Club House, Golf Villas, Type A, Type B La Quinta, County of Riverside, CA Gouvis Job No.: 65198 Developer: The Robert Green Company Architect: BAR Architects 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam Restrictive Notice: These designs, calculations, and specifications are the exclusive property of Gouvis Engineering Consulting Group. They are the subject of copyright and other legal protection. They may be used only by their intended recipient and only for the project depicted herein. No part of these calculations are to be copied, transferred, reproduced, nor can they be used, in whole or in part, by any other person or for any other project or structure, without the prior express written consent of Gouvis Engineering Consulting Group. © 2017 Gouvis Engineering Consulting Group Inc. - All Rights Reserved CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 1 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 GENERAL INFORMATION 01 Project Name Pendry Branded Residence 02 Calculation Description Title 24 Analysis 03 Project Location 79179 Ahmnason Ln 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.2 10 Building Type Multifamily 11 Front Orientation (deg/Cardinal)Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units 15 14 Total Cond. Floor Area (ft2)8722 15 Number of Zones 15 16 Slab Area (ft2)2903 17 Number of Stories 3 18 Addition Cond. Floor Area(ft2)n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ft2)n/a 21 Glazing Percentage (%)29.6% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 2 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 ENERGY USE SUMMARY Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 1.09 2.64 -1.55 -142.2% Space Cooling 126.35 113.02 13.33 10.6% IAQ Ventilation 2.88 2.88 0.00 0.0% Water Heating 15.61 13.76 1.85 11.9% PV Credit ---- 0.00 0.00 ---- North Facing Compliance Total 145.93 132.30 13.63 9.3% Space Heating 1.09 2.15 -1.06 -97.2% Space Cooling 126.35 119.25 7.10 5.6% IAQ Ventilation 2.88 2.88 0.00 0.0% Water Heating 15.61 13.76 1.85 11.9% PV Credit ---- 0.00 0.00 ---- East Facing Compliance Total 145.93 138.04 7.89 5.4% Space Heating 1.09 2.00 -0.91 -83.5% Space Cooling 126.35 112.71 13.64 10.8% IAQ Ventilation 2.88 2.88 0.00 0.0% Water Heating 15.61 13.76 1.85 11.9% PV Credit ----0.00 0.00 ---- South Facing Compliance Total 145.93 131.35 14.58 10.0% Space Heating 1.09 2.49 -1.40 -128.4% Space Cooling 126.35 126.29 0.06 0.0% IAQ Ventilation 2.88 2.88 0.00 0.0% Water Heating 15.61 13.76 1.85 11.9% PV Credit ----0.00 0.00 ---- West Facing Compliance Total 145.93 145.42 0.51 0.3% 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 3 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Efficiency EDR of Proposed Efficiency EDR Value of Proposed PV + Battery Final Proposed EDR North 64.9 61.2 0.0 61.2 East 64.9 62.7 0.0 62.7 South 64.9 60.9 0.0 60.9 West 64.9 64.7 0.0 64.7 Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. Design meets Zero Net Energy (ZNE) Design Designation requirement for Multifamily in climate zone CZ15 (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System and QII must be verified. Notes: •Excess PV Generation EDR Credit: Bypassing PV size limit may violate Net Energy Metering (NEM) rules REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Cool roof •Window overhangs and/or fins •Non-standard duct location (any location other than attic) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: •High quality insulation installation (QII) •IAQ mechanical ventilation Cooling System Verifications: •-- None -- HVAC Distribution System Verifications: •Duct Sealing •Low-leakage Air Handling Unit Domestic Hot Water System Verifications: •-- None -- 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 4 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 ZONE INFORMATION 01 02 03 04 05 Zone Name Zone Type Zone Floor Area (ft2)Avg. Ceiling Height Number of Dwelling Units Unit 102/101 Main/Living Conditioned 1040 11.5 1 Unit 111 Lock-Off Unit Conditioned 289 11.5 1 Unit 132/131 Main/Living Conditioned 997 11.5 1 Unit 121 Lock-Off Unit Conditioned 289 11.5 1 Unit B141 Lock- Off Conditioned 288 11.5 1 Unit 202/201 Main/Living Conditioned 1058 11.5 1 Unit 211 Lock-Off Unit Conditioned 291 11.5 1 Unit 232/231 Main/Living Conditioned 998 11.5 1 Unit 221 Lock-Off Unit Conditioned 291 11.5 1 Unit D241 Lock- Off Conditioned 288 11.5 1 Unit 302/301 Main/Rec Conditioned 985 10.2 1 Unit 311 Lock-Off Unit Conditioned 291 10.2 1 Unit 332/331 Main/Rec Conditioned 1040 10.2 1 Unit 321 Lock-Off Unit Conditioned 289 10.2 1 Unit E341 Lock- Off Conditioned 288 10.2 1 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 5 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 DWELLING UNIT INFORMATION 01 02 03 Dwelling Unit Name Dwelling Unit Type Zone DDU-1 -(1/1)DU-1 Unit 102/101 Main/Living DDU-2 -(1/1)DU-2 Unit 111 Lock-Off Unit DDU-3 -(1/1)DU-3 Unit 132/131 Main/Living DDU-4 -(1/1)DU-4 Unit 121 Lock-Off Unit DDU-5 B141 Lock off -(1/1)DU-5 B141 Lock off Unit B141 Lock- Off DDU-6 -(1/1)DU-6 Unit 202/201 Main/Living DDU-7 -(1/1)DU-7 Unit 211 Lock-Off Unit DDU-8 -(1/1)DU-8 Unit 232/231 Main/Living DDU-9 -(1/1)DU-9 Unit 221 Lock-Off Unit DDU-10 D241 Lock off-(1/1)DU-10 D241 Lock off Unit D241 Lock- Off DDU-11 -(1/1)DU-11 Unit 302/301 Main/Rec DDU-12 -(1/1)DU-12 Unit 311 Lock-Off Unit DDU-13 -(1/1)DU-13 Unit 332/331 Main/Rec DDU-14 -(1/1)DU-14 Unit 321 Lock-Off Unit DDU-15 E341 Lock off-(1/1)DU-15 E341 Lock off Unit E341 Lock- Off 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 6 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2) Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-1 1040 1 1 DDU-1 | :Heat Pump System 1:Air Distribution System 1:HVAC Fan 1:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-2 289 1 1 DDU-2 | :Heat Pump System 2:Air Distribution System 2:HVAC Fan 2:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-3 997 2 1 DDU-3 | :Heat Pump System 3:Air Distribution System 3:HVAC Fan 3:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-4 289 3 1 DDU-4 | :Heat Pump System 4:Air Distribution System 4:HVAC Fan 4:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-5 B141 Lock off 288 0 1 DDU-5 B141 Lock off | :Heat Pump System 5:Air Distribution System 5:HVAC Fan 5:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-6 1058 1 1 DDU-6 | :Heat Pump System 6:Air Distribution System 6:HVAC Fan 6:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-7 291 1 1 DDU-7 | :Heat Pump System 7:Air Distribution System 7:HVAC Fan 7:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-8 998 2 1 DDU-8 | :Heat Pump System 8:Air Distribution System 8:HVAC Fan 8:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-9 291 3 1 DDU-9 | :Heat Pump System 9:Air Distribution System 9:HVAC Fan 9:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-10 D241 Lock off 288 0 1 DDU-10 D241 Lock off | :Heat Pump System 10:Air Distribution System 10:HVAC Fan 10:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-11 985 1 1 DDU-11 | :Heat Pump System 11:Air Distribution System 11:HVAC Fan 11:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-12 291 1 1 DDU-12 | :Heat Pump System 12:Air Distribution System 12:HVAC Fan 12:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-13 1040 2 1 DDU-13 | :Heat Pump System 13:Air Distribution System 13:HVAC Fan 13:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-14 289 2 1 DDU-14 | :Heat Pump System 14:Air Distribution System 14:HVAC Fan 14:2:3 DHW Sys 1 Default Minimum IAQ Fan DU-15 E341 Lock off 288 0 1 DDU-15 E341 Lock off | :Heat Pump System 15:Air Distribution System 15:HVAC Fan 15:2:3 DHW Sys 1 Default Minimum IAQ Fan 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 7 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window & Door Area (ft2)Tilt (deg) N Exterior Wall 2x6 Unit 102/101 Main/Living R-21 Wall 0 Front 356 174.008 90 E Exterior Wall 2x6 Unit 102/101 Main/Living R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 Unit 102/101 Main/Living R-21 Wall 180 Back 356 74.4 90 W Exterior Wall 2x6 Unit 102/101 Main/Living R-21 Wall 270 Right 577 64.024 90 N Exterior Wall 2x6 2 Unit 111 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall Unit 111 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 2 Unit 111 Lock-Off Unit R-21 Wall 180 Back 70 32 90 W Interior Wall Unit 111 Lock-Off Unit>>Unit 102/101 Main/Living R-0 Wall n/a n/a 390 0 n/a N Exterior Wall 2x6 3 Unit 132/131 Main/Living R-21 Wall 0 Front 490 179.03 90 E Exterior Wall 2x6 2 Unit 132/131 Main/Living R-21 Wall 90 Left 665 80.024 90 S Exterior Wall 2x6 3 Unit 132/131 Main/Living R-21 Wall 180 Back 490 39.4 90 W Exterior Wall 2x6 2 Unit 132/131 Main/Living R-21 Wall 270 Right 60 0 90 N Exterior Wall 2x6 4 Unit 121 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 4 Unit 121 Lock-Off Unit R-21 Wall 180 Back 152 32 90 E Interior Wall Unit 121 Lock-Off Unit>>Unit 132/131 Main/Living R-13 Party Wall n/a n/a 400 0 n/a W Interior Wall 2 Unit 121 Lock-Off Unit>>Unit 111 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a E Exterior Wall 2x6 3 Unit B141 Lock- Off R-21 Wall 90 Left 164.8 38 90 S Exterior Wall 2x6 5 Unit B141 Lock- Off R-21 Wall 180 Back 382 23.3 90 W Exterior Wall 2x6 3 Unit B141 Lock- Off R-21 Wall 270 Right 164.8 24 90 N Exterior Wall 2x6 5 Unit B141 Lock- Off R-21 Wall 0 Front 89.2 60.5224 90 N Interior Wall Unit B141 Lock- Off>>Unit 132/131 Main/Living R-13 Party Wall n/a n/a 291.3 0 n/a N Exterior Wall 2x6 6 Unit 202/201 Main/Living R-21 Wall 0 Front 356 182 90 E Exterior Wall 2x6 4 Unit 202/201 Main/Living R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 6 Unit 202/201 Main/Living R-21 Wall 180 Back 356 36 90 W Exterior Wall 2x6 4 Unit 202/201 Main/Living R-21 Wall 270 Right 577 69.28 90 Interior Floor Unit 202/201 Main/Living>>Unit 102/101 Main/Living R-19 Floor No Crawl Space n/a n/a 1058 n/a n/a 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 8 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 N Exterior Wall 2x6 7 Unit 211 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2 Unit 211 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 7 Unit 211 Lock-Off Unit R-21 Wall 180 Back 70 36 90 W Interior Wall 3 Unit 211 Lock-Off Unit>>Unit 202/201 Main/Living R-0 Wall n/a n/a 390 0 n/a Interior Floor 2 Unit 211 Lock-Off Unit>>Unit 111 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 291 n/a n/a N Exterior Wall 2x6 8 Unit 232/231 Main/Living R-21 Wall 0 Front 490 182 90 E Exterior Wall 2x6 5 Unit 232/231 Main/Living R-21 Wall 90 Left 665 85.2752 90 S Exterior Wall 2x6 8 Unit 232/231 Main/Living R-21 Wall 180 Back 490 32 90 W Exterior Wall 2x6 5 Unit 232/231 Main/Living R-21 Wall 270 Right 60 0 90 Interior Floor 3 Unit 232/231 Main/Living>>Unit 132/131 Main/Living R-19 Floor No Crawl Space n/a n/a 998 n/a n/a N Exterior Wall 2x6 9 Unit 221 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 9 Unit 221 Lock-Off Unit R-21 Wall 180 Back 152 36 90 E Interior Wall 2 Unit 221 Lock-Off Unit>>Unit 232/231 Main/Living R-13 Party Wall n/a n/a 400 0 n/a W Interior Wall 4 Unit 221 Lock-Off Unit>>Unit 211 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a Interior Floor 4 Unit 221 Lock-Off Unit>>Unit 121 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 291 n/a n/a E Exterior Wall 2x6 6 Unit D241 Lock- Off R-21 Wall 90 Left 164.8 38 90 S Exterior Wall 2x6 10 Unit D241 Lock- Off R-21 Wall 180 Back 382 23.3 90 W Exterior Wall 2x6 6 Unit D241 Lock- Off R-21 Wall 270 Right 164.8 24 90 N Exterior Wall 2x6 10 Unit D241 Lock- Off R-21 Wall 0 Front 89.2 60.5224 90 N Interior Wall 2 Unit D241 Lock- Off>>Unit 232/231 Main/Living R-13 Party Wall n/a n/a 291.3 0 n/a Interior Floor 5 Unit D241 Lock- Off>>Unit B141 Lock- Off R-19 Floor No Crawl Space n/a n/a 288 n/a n/a N Exterior Wall 2x6 11 Unit 302/301 Main/Rec R-21 Wall 0 Front 356 182 90 E Exterior Wall 2x6 7 Unit 302/301 Main/Rec R-21 Wall 90 Left 180 0 90 S Exterior Wall 2x6 11 Unit 302/301 Main/Rec R-21 Wall 180 Back 356 32 90 W Exterior Wall 2x6 7 Unit 302/301 Main/Rec R-21 Wall 270 Right 577 69.28 90 Interior Floor 6 Unit 302/301 Main/Rec>>Unit 202/201 Main/Living R-19 Floor No Crawl Space n/a n/a 985 n/a n/a N Exterior Wall 2x6 12 Unit 311 Lock-Off Unit R-21 Wall 0 Front 152 80 90 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 9 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 S Exterior Wall 3 Unit 311 Lock-Off Unit R-21 Wall 180 Back 82 0 90 S Exterior Wall 2x6 12 Unit 311 Lock-Off Unit R-21 Wall 180 Back 70 32 90 W Interior Wall 5 Unit 311 Lock-Off Unit>>Unit 302/301 Main/Rec R-0 Wall n/a n/a 390 0 n/a Interior Floor 7 Unit 311 Lock-Off Unit>>Unit 211 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 291 n/a n/a N Exterior Wall 2x6 13 Unit 332/331 Main/Rec R-21 Wall 0 Front 490 182 90 E Exterior Wall 2x6 8 Unit 332/331 Main/Rec R-21 Wall 90 Left 665 85.28 90 S Exterior Wall 2x6 13 Unit 332/331 Main/Rec R-21 Wall 180 Back 490 32 90 W Exterior Wall 2x6 8 Unit 332/331 Main/Rec R-21 Wall 270 Right 60 0 90 Interior Floor 8 Unit 332/331 Main/Rec>>Unit 232/231 Main/Living R-19 Floor No Crawl Space n/a n/a 1040 n/a n/a N Exterior Wall 2x6 14 Unit 321 Lock-Off Unit R-21 Wall 0 Front 152 80 90 S Exterior Wall 2x6 14 Unit 321 Lock-Off Unit R-21 Wall 180 Back 152 32 90 E Interior Wall 3 Unit 321 Lock-Off Unit>>Unit 332/331 Main/Rec R-13 Party Wall n/a n/a 400 0 n/a W Interior Wall 6 Unit 321 Lock-Off Unit>>Unit 311 Lock-Off Unit R-13 Party Wall n/a n/a 366 0 n/a Interior Floor 9 Unit 321 Lock-Off Unit>>Unit 221 Lock-Off Unit R-19 Floor No Crawl Space n/a n/a 289 n/a n/a E Exterior Wall 2x6 9 Unit E341 Lock- Off R-21 Wall 90 Left 164.8 38 90 S Exterior Wall 2x6 15 Unit E341 Lock- Off R-21 Wall 180 Back 382 23.3 90 W Exterior Wall 2x6 9 Unit E341 Lock- Off R-21 Wall 270 Right 164.8 24 90 N Exterior Wall 2x6 15 Unit E341 Lock- Off R-21 Wall 0 Front 89.2 60.5224 90 N Interior Wall 3 Unit E341 Lock- Off>>Unit 332/331 Main/Rec R-13 Party Wall n/a n/a 291.3 0 n/a Interior Floor 10 Unit E341 Lock- Off>>Unit D241 Lock- Off R-19 Floor No Crawl Space n/a n/a 288 n/a n/a 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 10 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 OPAQUE SURFACES – Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 Name Zone Type Orientation Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Roof Unit 302/301 Main/Rec R-38 Roof No Attic + Cool Front 985 0 0.3 0.41 0.92 Yes Roof 2 Unit 311 Lock-Off Unit R-38 Roof No Attic + Cool Front 291 0 0.3 0.41 0.92 Yes Roof 3 Unit 332/331 Main/Rec R-38 Roof No Attic + Cool Front 1040 0 0.3 0.41 0.92 Yes Roof 4 Unit 321 Lock-Off Unit R-38 Roof No Attic + Cool Front 289 0 0.3 0.41 0.92 Yes Roof 5 Unit E341 Lock- Off R-38 Roof No Attic + Cool Front 288 0 0.3 0.41 0.92 Yes 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 11 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation-Azimuth)Width (ft) Height (ft)Multiplier Area (ft2)U-factor SHGC Exterior Shading Door 101.8 (13879SLD)Window N Exterior Wall 2x6 (Front-0)13.8 8.0 0.964 106.0 0.42 0.32 Insect Screen (default) Door 102.9 (8979SLD)Window N Exterior Wall 2x6 (Front-0)9.0 8.0 0.944 68.0 0.42 0.32 Insect Screen (default) Window 1680FX Window S Exterior Wall 2x6 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 102.6 (2978FRDR)Window S Exterior Wall 2x6 (Back-180)--------1 21.0 0.42 0.32 Insect Screen (default) Door 101.2 (367100FRDR)Window S Exterior Wall 2x6 (Back-180)--------1 27.4 0.42 0.32 Insect Screen (default) Window 1980FX Window S Exterior Wall 2x6 (Back-180)--------1 14.0 0.42 0.32 Insect Screen (default) Window 101.7 (6279SLD)Window W Exterior Wall 2x6 (Right-270)6.7 8.0 0.9 48.0 0.42 0.32 Insect Screen (default) Window 4040FX Window W Exterior Wall 2x6 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) Door 111.3 (10080SLD)Window N Exterior Wall 2x6 2 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 2 Window S Exterior Wall 2x6 2 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Door 131.6 (138710SLD)Window N Exterior Wall 2x6 3 (Front-0)13.8 8.0 0.973 107.0 0.42 0.32 Insect Screen (default) Door 132.3 (9080SLD)Window N Exterior Wall 2x6 3 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 131.7 (6279SLD)Window E Exterior Wall 2x6 2 (Left-90)6.7 8.0 0.9 48.0 0.42 0.32 Insect Screen (default) Window 4040FX 2 Window E Exterior Wall 2x6 2 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 4040FX 3 Window E Exterior Wall 2x6 2 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 3 Window S Exterior Wall 2x6 3 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Door 121.3 (10080SLD)Window N Exterior Wall 2x6 4 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 4 Window S Exterior Wall 2x6 4 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Window D 4016FX Window E Exterior Wall 2x6 3 (Left-90)--------1 6.0 0.42 0.32 Insect Screen (default) Window C 4080FX Window E Exterior Wall 2x6 3 (Left-90)--------1 32.0 0.42 0.32 Insect Screen (default) Window A 6020SL Window S Exterior Wall 2x6 5 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Window B 1676FX Window S Exterior Wall 2x6 5 (Back-180)--------1 11.3 0.42 0.32 Insect Screen (default) Window A 7016FX Window N Exterior Wall 2x6 5 (Front-0)7.0 1.5 1 10.5 0.42 0.32 Insect Screen (default) Door 141.4 6679FR Window N Exterior Wall 2x6 5 (Front-0)6.5 7.8 0.993 50.0 0.42 0.32 Insect Screen (default) Door 201.8 (137580SLD)Window N Exterior Wall 2x6 6 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 202.8 (9080SLD)Window N Exterior Wall 2x6 6 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 1680FX 5 Window S Exterior Wall 2x6 6 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Window 201.7 (6880SLD)Window W Exterior Wall 2x6 4 (Right-270)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 4 Window W Exterior Wall 2x6 4 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 12 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 Door 211.3 (10080SLD)Window N Exterior Wall 2x6 7 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 6 Window S Exterior Wall 2x6 7 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Door 231.6 (130980SLD)Window N Exterior Wall 2x6 8 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 232.3 (9080SLD)Window N Exterior Wall 2x6 8 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 231.7 (6880SLD)Window E Exterior Wall 2x6 5 (Left-90)6.6 8.0 1.009 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 5 Window E Exterior Wall 2x6 5 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 4040FX 6 Window E Exterior Wall 2x6 5 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 7 Window S Exterior Wall 2x6 8 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Door 221.3 (10080SLD)Window N Exterior Wall 2x6 9 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 8 Window S Exterior Wall 2x6 9 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Window D 4016FX 2 Window E Exterior Wall 2x6 6 (Left-90)--------1 6.0 0.42 0.32 Insect Screen (default) Window C 4080FX 2 Window E Exterior Wall 2x6 6 (Left-90)--------1 32.0 0.42 0.32 Insect Screen (default) Window A 6020SL 2 Window S Exterior Wall 2x6 10 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Window B 1676FX 2 Window S Exterior Wall 2x6 10 (Back-180)--------1 11.3 0.42 0.32 Insect Screen (default) Window A 7016FX 2 Window N Exterior Wall 2x6 10 (Front-0)7.0 1.5 1 10.5 0.42 0.32 Insect Screen (default) Door 241.4 6679FR Window N Exterior Wall 2x6 10 (Front-0)6.5 7.8 0.993 50.0 0.42 0.32 Insect Screen (default) Door 301.8 (130980SLD)Window N Exterior Wall 2x6 11 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 302.9 (9080SLD)Window N Exterior Wall 2x6 11 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 1680FX 9 Window S Exterior Wall 2x6 11 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Window 301.7 (6880SLD)Window W Exterior Wall 2x6 7 (Right-270)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 7 Window W Exterior Wall 2x6 7 (Right-270)--------1 16.0 0.42 0.32 Insect Screen (default) Door 311.4 (10080SLD)Window N Exterior Wall 2x6 12 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 10 Window S Exterior Wall 2x6 12 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Door 331.6 (130980SLD)Window N Exterior Wall 2x6 13 (Front-0)13.8 8.0 1 110.0 0.42 0.32 Insect Screen (default) Door 332.5 (9080SLD)Window N Exterior Wall 2x6 13 (Front-0)9.0 8.0 1 72.0 0.42 0.32 Insect Screen (default) Window 331.7 (6880SLD)Window E Exterior Wall 2x6 8 (Left-90)6.7 8.0 1 53.3 0.42 0.32 Insect Screen (default) Window 4040FX 8 Window E Exterior Wall 2x6 8 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 4040FX 9 Window E Exterior Wall 2x6 8 (Left-90)--------1 16.0 0.42 0.32 Insect Screen (default) Window 1680FX 11 Window S Exterior Wall 2x6 13 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Door 121.4 (10080SLD)Window N Exterior Wall 2x6 14 (Front-0)10.0 8.0 1 80.0 0.42 0.32 Insect Screen (default) Window 1680FX 12 Window S Exterior Wall 2x6 14 (Back-180)1.5 8.0 1 12.0 0.42 0.32 Insect Screen (default) Window D 4016FX 3 Window E Exterior Wall 2x6 9 (Left-90)--------1 6.0 0.42 0.32 Insect Screen (default) Window C 4080FX 3 Window E Exterior Wall 2x6 9 (Left-90)--------1 32.0 0.42 0.32 Insect Screen (default) 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 13 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 Window A 6020SL 3 Window S Exterior Wall 2x6 15 (Back-180)--------1 12.0 0.42 0.32 Insect Screen (default) Window B 1676FX 3 Window S Exterior Wall 2x6 15 (Back-180)--------1 11.3 0.42 0.32 Insect Screen (default) Window A 7016FX 3 Window N Exterior Wall 2x6 15 (Front-0)7.0 1.5 1 10.5 0.42 0.32 Insect Screen (default) Door 241.4 6679FR 2 Window N Exterior Wall 2x6 15 (Front-0)6.5 7.8 0.993 50.0 0.42 0.32 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Door 111.2 (3680SCDR)S Exterior Wall 2x6 2 20.0 0.50 Door 131.2 (367100SCDR)S Exterior Wall 2x6 3 27.4 0.50 Door 121.2 (3680SCDR)S Exterior Wall 2x6 4 20.0 0.50 Door 141.1 3080CS W Exterior Wall 2x6 3 24.0 0.50 Door 201.2 (3080SC)S Exterior Wall 2x6 6 24.0 0.50 Door 211.2 (3080SC)S Exterior Wall 2x6 7 24.0 0.50 Door 231.2 (3680SCDR)S Exterior Wall 2x6 8 20.0 0.50 Door 221.2 (3080SC)S Exterior Wall 2x6 9 24.0 0.50 Door 241.1 3080CS W Exterior Wall 2x6 6 24.0 0.50 Door 301.2 (3680SCDR)S Exterior Wall 2x6 11 20.0 0.50 Door 311.2 (3680SCDR)S Exterior Wall 2x6 12 20.0 0.50 Door 331.2 (3680SCDR)S Exterior Wall 2x6 13 20.0 0.50 Door 121.2 (3680SCDR) 2 S Exterior Wall 2x6 14 20.0 0.50 Door 241.1 3080CS 2 W Exterior Wall 2x6 9 24.0 0.50 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 14 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht.Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Door 101.8 (13879SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 102.9 (8979SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 101.7 (6279SLD)7 1 1 1 0 0 0 0 0 0 0 0 0 Door 111.3 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 131.6 (138710SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 132.3 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 131.7 (6279SLD)7 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 3 5 1 1 1 0 0 0 0 0 0 0 0 0 Door 121.3 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 4 5 1 1 1 0 0 0 0 0 0 0 0 0 Window A 7016FX 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 141.4 6679FR 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 201.8 (137580SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 202.8 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 5 5 1 1 1 0 0 0 0 0 0 0 0 0 Window 201.7 (6880SLD)7 1 1 1 0 0 0 0 0 0 0 0 0 Door 211.3 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 6 5 1 1 1 0 0 0 0 0 0 0 0 0 Door 231.6 (130980SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 232.3 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 231.7 (6880SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 7 5 1 1 1 0 0 0 0 0 0 0 0 0 Door 221.3 (10080SLD)5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 8 5 1 1 1 0 0 0 0 0 0 0 0 0 Window A 7016FX 2 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 241.4 6679FR 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 301.8 (130980SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 302.9 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 15 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 Window 1680FX 9 5 1 1 1 0 0 0 0 0 0 0 0 0 Window 301.7 (6880SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 311.4 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 10 5 1 1 1 0 0 0 0 0 0 0 0 0 Door 331.6 (130980SLD)11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 332.5 (9080SLD)9.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 331.7 (6880SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 11 5 1 1 1 0 0 0 0 0 0 0 0 0 Door 121.4 (10080SLD)5.5 1 1 1 0 0 0 0 0 0 0 0 0 Window 1680FX 12 5 1 1 1 0 0 0 0 0 0 0 0 0 Window A 7016FX 3 11.5 1 1 1 0 0 0 0 0 0 0 0 0 Door 241.4 6679FR 2 11.5 1 1 1 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Construction Name Surface Type Construction Type Framing Total Cavity R-value Winter Design U-factor Assembly Layers R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C.R 21 0.069 •Inside Finish: Gypsum Board •Cavity / Frame: R-21 / 2x6 •Exterior Finish: 3 Coat Stucco R-0 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C.none 0.277 •Inside Finish: Gypsum Board •Cavity / Frame: no insul. / 2x4 •Other Side Finish: Gypsum Board R-13 Party Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C.R 13 0.092 •Inside Finish: Gypsum Board •Cavity / Frame: R-13 / 2x4 •Other Side Finish: Gypsum Board R-19 Floor No Crawl Space Interior Floors Wood Framed Floor 2x6 @ 16 in. O.C. R 19 in 5-1/2 in. cavity (R-18)0.049 •Floor Surface: Carpeted •Floor Deck: Wood Siding/sheathing/decking •Cavity / Frame: R-19 in 5-1/2 in. (R-18) / 2x6 •Ceiling Below Finish: Gypsum Board R-38 Roof No Attic + Cool Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C.R 38 0.030 •Inside Finish: Gypsum Board •Cavity / Frame: R-38 / 2x12 •Roof Deck: Wood Siding/sheathing/decking •Roofing: 5 PSF (Normal Gravel) 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 16 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value & Depth Carpeted Fraction Heated Slab-on-Grade Unit 102/101 Main/Living 1040 0.1 None 0.8 No Slab-on-Grade 2 Unit 111 Lock-Off Unit 289 0.1 None 0.8 No Slab-on-Grade 3 Unit 132/131 Main/Living 997 0.1 None 0.8 No Slab-on-Grade 4 Unit 121 Lock-Off Unit 289 0.1 None 0.8 No Slab-on-Grade 5 Unit B141 Lock- Off 288 0.1 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII)Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Name System Type Number of Systems in Building Multi-Family Distribution Type Water Heater Number of Water Heaters/System Solar Fraction (%) DHW Sys 1 Standard 15 Multi-family: No loops or recirc pump DHW Heater 1 (1)1 0 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Uniform Energy Factor / Energy Factor / Efficiency Input Rating / Pilot / Thermal Efficiency Tank Insulation R-value (Int/Ext) Standby Loss / Recovery Eff First Hour Rating / Flow Rate NEEA Heat Pump Brand / Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Instantaneous 1 0 0.93 EF <= 200 kBtu/hr 0 n/a n/a n/a n/a 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 17 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name DDU-1 | :Heat Pump System 1:Air Distribution System 1:HVAC Fan 1:2:3 Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 DDU-2 | :Heat Pump System 2:Air Distribution System 2:HVAC Fan 2:2:3 Heat Pump Heating and Cooling System Heat Pump System 2 Heat Pump System 2 HVAC Fan 2 Air Distribution System 2 DDU-3 | :Heat Pump System 3:Air Distribution System 3:HVAC Fan 3:2:3 Heat Pump Heating and Cooling System Heat Pump System 3 Heat Pump System 3 HVAC Fan 3 Air Distribution System 3 DDU-4 | :Heat Pump System 4:Air Distribution System 4:HVAC Fan 4:2:3 Heat Pump Heating and Cooling System Heat Pump System 4 Heat Pump System 4 HVAC Fan 4 Air Distribution System 4 DDU-5 B141 Lock off | :Heat Pump System 5:Air Distribution System 5:HVAC Fan 5:2:3 Heat Pump Heating and Cooling System Heat Pump System 5 Heat Pump System 5 HVAC Fan 5 Air Distribution System 5 DDU-6 | :Heat Pump System 6:Air Distribution System 6:HVAC Fan 6:2:3 Heat Pump Heating and Cooling System Heat Pump System 6 Heat Pump System 6 HVAC Fan 6 Air Distribution System 6 DDU-7 | :Heat Pump System 7:Air Distribution System 7:HVAC Fan 7:2:3 Heat Pump Heating and Cooling System Heat Pump System 7 Heat Pump System 7 HVAC Fan 7 Air Distribution System 7 DDU-8 | :Heat Pump System 8:Air Distribution System 8:HVAC Fan 8:2:3 Heat Pump Heating and Cooling System Heat Pump System 8 Heat Pump System 8 HVAC Fan 8 Air Distribution System 8 DDU-9 | :Heat Pump System 9:Air Distribution System 9:HVAC Fan 9:2:3 Heat Pump Heating and Cooling System Heat Pump System 9 Heat Pump System 9 HVAC Fan 9 Air Distribution System 9 DDU-10 D241 Lock off | :Heat Pump System 10:Air Distribution System 10:HVAC Fan 10:2:3 Heat Pump Heating and Cooling System Heat Pump System 10 Heat Pump System 10 HVAC Fan 10 Air Distribution System 10 DDU-11 | :Heat Pump System 11:Air Distribution System 11:HVAC Fan 11:2:3 Heat Pump Heating and Cooling System Heat Pump System 11 Heat Pump System 11 HVAC Fan 11 Air Distribution System 11 DDU-12 | :Heat Pump System 12:Air Distribution System 12:HVAC Fan 12:2:3 Heat Pump Heating and Cooling System Heat Pump System 12 Heat Pump System 12 HVAC Fan 12 Air Distribution System 12 DDU-13 | :Heat Pump System 13:Air Distribution System 13:HVAC Fan 13:2:3 Heat Pump Heating and Cooling System Heat Pump System 13 Heat Pump System 13 HVAC Fan 13 Air Distribution System 13 DDU-14 | :Heat Pump System 14:Air Distribution System 14:HVAC Fan 14:2:3 Heat Pump Heating and Cooling System Heat Pump System 14 Heat Pump System 14 HVAC Fan 14 Air Distribution System 14 DDU-15 E341 Lock off | :Heat Pump System 15:Air Distribution System 15:HVAC Fan 15:2:3 Heat Pump Heating and Cooling System Heat Pump System 15 Heat Pump System 15 HVAC Fan 15 Air Distribution System 15 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 18 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 Heating Cooling Zonally Multispeed HERS Name System Type HSPF/COP Cap 47 Cap 17 SEER EER Controlled Compressor Verification Heat Pump System 1 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 1-hers-cool Heat Pump System 2 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 2-hers-cool Heat Pump System 3 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 3-hers-cool Heat Pump System 4 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 4-hers-cool Heat Pump System 5 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 5-hers-cool Heat Pump System 6 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 6-hers-cool Heat Pump System 7 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 7-hers-cool Heat Pump System 8 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 8-hers-cool Heat Pump System 9 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 9-hers-cool Heat Pump System 10 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 10-hers-cool Heat Pump System 11 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 11-hers-cool Heat Pump System 12 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 12-hers-cool Heat Pump System 13 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 13-hers-cool Heat Pump System 14 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 14-hers-cool Heat Pump System 15 SplitHeatPump 8.5 24000 16800 16 13 No No Heat Pump System 15-hers-cool 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 19 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target (CFM)Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1-hers-cool Required 350 Required Required Required Heat Pump System 2-hers-cool Required 350 Required Required Required Heat Pump System 3-hers-cool Required 350 Required Required Required Heat Pump System 4-hers-cool Required 350 Required Required Required Heat Pump System 5-hers-cool Required 350 Required Required Required Heat Pump System 6-hers-cool Required 350 Required Required Required Heat Pump System 7-hers-cool Required 350 Required Required Required Heat Pump System 8-hers-cool Required 350 Required Required Required Heat Pump System 9-hers-cool Required 350 Required Required Required Heat Pump System 10-hers-cool Required 350 Required Required Required Heat Pump System 11-hers-cool Required 350 Required Required Required Heat Pump System 12-hers-cool Required 350 Required Required Required Heat Pump System 13-hers-cool Required 350 Required Required Required Heat Pump System 14-hers-cool Required 350 Required Required Required Heat Pump System 15-hers-cool Required 350 Required Required Required 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 20 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System 1 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 2 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 3 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 4 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 5 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 6 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 7 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 8 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 9 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 10 LowLlCod Sealed and tested 6 Conditioned zone (VLL)None Air Distribution System 1-hers-dist Air Distribution System 11 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 12 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 13 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 14 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist Air Distribution System 15 DuctsInAll Specified Lower Leakage Target 6 Conditioned zone None Air Distribution System 1-hers-dist 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 21 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Deeply Buried Low-leakage Name Verification Target (%)Location Design Ducts Ducts Air Handler Air Distribution System 1-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 2-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 3-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 4-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 5-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 6-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 7-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 8-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 9-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 10-hers-dist Required See RA3.1.4.3.8 Required Not Required Not Required Not Required n/a Air Distribution System 11-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 12-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 13-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 14-hers-dist Required 5.0 Required Not Required Not Required Not Required Required Air Distribution System 15-hers-dist Required 5.0 Required Not Required Not Required Not Required Required 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 22 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 2 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 3 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 4 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 5 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 6 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 7 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 8 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 9 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 10 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 11 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 12 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 13 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC Fan 14 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan HVAC Fan 15 Single Speed PSC Furnace Fan 0.5 HVAC Fan 1-hers-fan 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 23 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 HVAC Fan 2-hers-fan Required 0.50 HVAC Fan 3-hers-fan Required 0.58 HVAC Fan 4-hers-fan Required 0.50 HVAC Fan 5-hers-fan Required 0.50 HVAC Fan 6-hers-fan Required 0.58 HVAC Fan 7-hers-fan Required 0.50 HVAC Fan 8-hers-fan Required 0.58 HVAC Fan 9-hers-fan Required 0.50 HVAC Fan 10-hers-fan Required 0.50 HVAC Fan 11-hers-fan Required 0.58 HVAC Fan 12-hers-fan Required 0.50 HVAC Fan 13-hers-fan Required 0.58 HVAC Fan 14-hers-fan Required 0.50 HVAC Fan 15-hers-fan Required 0.50 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 24 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%)HERS Verification DDU-1 1/1 46 0.25 Default 0 Required DDU-2 1/1 24 0.25 Default 0 Required DDU-3 1/1 52 0.25 Default 0 Required DDU-4 1/1 39 0.25 Default 0 Required DDU-5 B141 Lock off 1/1 24 0.25 Default 0 Required DDU-6 1/1 47 0.25 Default 0 Required DDU-7 1/1 24 0.25 Default 0 Required DDU-8 1/1 52 0.25 Default 0 Required DDU-9 1/1 39 0.25 Default 0 Required DDU-10 D241 Lock off 1/1 24 0.25 Default 0 Required DDU-11 1/1 45 0.25 Default 0 Required DDU-12 1/1 24 0.25 Default 0 Required DDU-13 1/1 54 0.25 Default 0 Required DDU-14 1/1 31 0.25 Default 0 Required DDU-15 E341 Lock off 1/1 24 0.25 Default 0 Required 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name:Pendry Branded Residence Calculation Date/Time:17:38, Wed, Mar 11, 2020 Page 25 of 25 Calculation Description:Title 24 Analysis Input File Name:65198 Pendry Branded Units.ribd16x Registration Number:Registration Date/Time:HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 Report Generated at: 2020-03-11 17:42:18 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Easy to Verify at CalCERTS.com Guehee Park Gouvis Engineering Consulting Group 15 Studebaker Irvine, CA 92618 2020-03-12 14:57:49 N/A 949-752-1612 Sam Chan BAR Architects 901 Battery Street, Suite 300 San Francisco, CA 94111 2020-03-12 15:53:05 C34221 415-293-5700 Guehee Park Sam Chan Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 219-P010249841C-000-000-0000000-0000 2020-03-12 15:53:05 CalCERTS inc. 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: FEB. 05, 2020 APPLICANT JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e SET: I PROJECT ADDRESS: 79179 AHMANSON LANE PROJECT NAME: PENDRY BRANDED RESIDENCES The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: There are 11 bldgs., three stories each with roof deck & 11-detached garage buildings. By: ALI SADRE, S.E. Enclosures: EsGil 12/26/2019 CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK #.: BCPR2019-0011.e JURISDICTION: CITY OF LA QUINTA OCCUPANCY: R1/ S2 USE: HOTEL (TRANSIENT LODGING) TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 15,486/ 1,820 (GAR.) ALLOWABLE FLOOR AREA: 17,780 STORIES: THREE HEIGHT: 47’ SPRINKLERS?: Y OCCUPANT LOAD: 77 MAX REMARKS: ALLOWABLE AREAS INCLUDE 1.27 X BASIC (FOR YARDS ON TWO SIDES+) DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/26/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: ALI SADRE, S.E. COMPLETED: FEB. 05, 2020 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked-up list when you submit the revised plans. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 GENERAL 1. Please make all corrections and submit two new stamped and signed complete sets of prints, to: The jurisdiction's building department. PLANS 2. Please indicate the type of construction, height, area, sprinklers (yes, or no) and occupancy category for the garage buildings on Sheet PR-B0.01. 3. A reminder that the garage buildings are S2 occupancy, as opposed to U, which require 1-hr. fire barriers if they are over 1,000-s.f. Sec. 406.3.1. 4. Please revise the sheet index to match the content of the plans. As submitted, there are too many discrepancies to itemize here. 5. On Sheet PR-G0.01, please add (trellis structures, stairs, etc.) if they will have a deferred submittal.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: “Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.” SITE PLAN 6. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plans. Sec. 107.2. I.e., trellis, stairs, etc., otherwise, provide complete structural plans/ details & ref. for them. LOCATION ON PROPERTY 7. When two or more buildings are on the same property, the buildings shall have an assumed property line (PL) between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. Section 503.1.2. 8. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. See the next few items as well. 9. Please complete the information on Sheet PR-G0.10 for all buildings including the fire rating of the exterior walls & openings, as applicable to each building. 10. Exterior walls shall have a 30” parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18" of such parapets shall be noncombustible. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 11. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: FIRE SEPARATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted >2 feet to 3 feet 24 inches >3 feet to < 30 feet 24" + 8" for every foot of FSD beyond 3' (or fraction thereof) 30 feet or greater 20 feet 12. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. 13. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. 14. For buildings on the same lot, opening protectives having a fire-protection rating of not less than ¾-hour shall be provided in every opening that is within a horizontal fire separation distance of 15’ of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 15. Exterior exit stairways shall be located at least 10’ from the following, per Sections 1021.4 and 1027.5: a. Assumed PL’s. b. Other portions of the building they're attached to. c. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 705 based on fire separation distance. SOUND TRANSMISSION 16. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies and indicate the listing agency and listing number for the tested ratings. 17. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. 18. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 19. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45-dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. 20. Provide a note on plans stating: "Penetrations of fire-resistive walls/ floor-ceilings shall be protected as required in CBC Section 714." EXITS 21. In rooms or areas where the occupant load exceeds the values in the table below, two exits shall be provided. Section 1006: Two exits are required from the 2nd & 3rd floors and the roof of the R1 occupancies: Do not resubmit without this change on the plans: OCCUPANCY MAXIMUM OCCUPANT LOAD R 10 22. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1007.1.1. Where a building is equipped throughout with an automatic sprinkler system, the separation distance may be reduced to one-third of the diagonal. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 23. The required number of exits from any level or individual space shall be maintained until arrival at grade. Section 1006.3.1. ELEVATORS 24. In buildings having an elevator in California, at least one gurney-sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the horizontal, open position. Section 3002.4a. STAIRWAYS 25. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 1011.2. 26. Stairway handrails should not project more than 4½ inches into the required width. Section 1014.8. 27. Please show details & ref. on plans for the common stairs as well as those inside the units. I.e., add to sheet PR-A7.01 & fully dimension them. 28. Stairway riser must be 7 inches maximum and minimum run shall be 11 inches. Section 1011.5.2: a. Within dwelling units in occupancies in Group R-2, the maximum riser height shall be 7.75 inches, and the minimum tread depth shall be 10 inches. A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. 29. Stair risers shall be solid. Section 1011.5.5.3. 30. A minimum headroom clearance of 6’-8” for stairways should be indicated on the plans. Section 1011.3. 31. Walls and soffits within enclosed usable spaces under stairways shall be protected by 1-hour fire-resistance rated construction (or the rating of the enclosure, whichever is greater). Section 1011.7.3: 32. The plans should clearly label the stairs as being either “interior exit access stairways” (Sec. 1019), or “interior exit stairways” (Sec. 1023), or exterior exit stairs (Sec. 1027). 33. Interior Exit Stairways should be enclosed as specified in Section 1023.2: a. One hour rated interior exit stairs (if any) will be required for this project. b. Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1023.5. c. Openings in exit enclosures, other than unexposed exterior openings, shall be limited to those necessary for exit access to the exit enclosure from normally occupied spaces and for egress from the exit enclosure. Elevators shall not open into an exit enclosure, nor its extension. Section 1023.4. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 d. Where nonrated walls or unprotected openings occur at the exterior wall of an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 10’ horizontally of the stair shall be of 1-hour fire-rated construction (with ¾-hour fire-rated openings). This construction shall extend vertically from the ground to a point 10’ above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1023.7. e. Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. f. Exit enclosures should include an exit passageway on the ground floor extending to the exterior. Sec. 1023.3.1. Only exit doors are permitted to open into the exit passageway. Sec. 1024.5. Additionally, a fire-rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire-rating), unless there are no openings into the exit passageway extension. Section 1023.3.1 g. Walls and soffits within enclosed usable spaces under enclosed stairways shall be protected by 1-hour fire-rated construction, or the fire-rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. Section 1011.7.3. 34. Handrails (Sections 1014 and 1011.11): Show handrail details for common stairs and private stairs including their termination details: a. Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). b. Changes in room elevation of 3 or fewer risers within dwelling units of R-2 occupancies do not require any handrails. c. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42” high guards, per Section 1015.2. d. The handgrip portion of all handrails shall be not less than 1-¼” nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4” and not greater than 6-¼” with a maximum cross-section dimension of 2-¼ inches. Section 1014.3.1. e. Handrails projecting from walls shall have at least 1½ inches between the wall and the handrail. Section 1014.7. f. Handrails shall be continuous, without interruption by newel posts or other obstructions. g. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser + 12” (for common stairs only). Section 1014.6. Fig. 11B- 505.10.3. h. Ends of handrails shall be returned to a wall, guard or the walking surface. 35. Exterior exit stairways shall be open on at least one side. An open side shall have a minimum of 35 square feet of aggregate open area adjacent to each floor level and the level of each intermediate landing. Sec. 1027.3. 36. Exterior exit stairs shall be separated from the interior of the building, for buildings > 2 stories (other than R-1/R-2). Openings shall be limited to those necessary for egress from normally occupied spaces. Sec. 1027.6. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 EGRESS BALCONIES 37. Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. Sec. 1021.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. 38. Doors should not project more than 7” into the required width of an exterior egress balcony when fully opened, nor more than ½ the required width when in any position. Sec. 1005.7.1. EXIT SIGNS 39. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. 40. A tactile sign stating “EXIT” and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. 41. Show that the means of egress path will be lighted with at least one-foot candle at floor level. Section 1008. 42. Show separate sources of power may be required for exit illumination. Review Section 1008.3. ROOFS 5. Specify on plans the following information for the roof materials, per Sec. 1506.3: a) Manufacturer’s name and Product name/number. b) ICC approval number, or equal. 6. Show the required attic/enclosed rafter ventilation on the plans. Show “area required” and “area provided.” The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Section 1203.2. 7. Specify minimum ¼”/ft. roof/deck slope for drainage. Section 1507.10.1. FIRE EXTINGUISHING 8. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. MISCELLANEOUS 9. Guards (Section 1015): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.8.1. Please show connection details & ref. on plans to cover all conditions interior & exterior. c) Openings between railings shall be less than 4". CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 DISABLED ACCESS 10. Hotels and similar places of transient lodging shall comply with the following provisions per Sections 11B-224.1 and 11B-806: Please specify where each item is addressed on plans: a) Accessible sleeping rooms shall provide 36" clear width maneuvering space along both sides of a bed, or between two beds. b) Bathrooms in the accessible rooms shall comply with the following, Sec. 11B-806.2.4: a. Per Section 11B-603.2, the following clearance shall be shown: i. ≥60" diameter. ii. A T-shaped space as shown in Figure 11B-304.3.2. iii. Doors are not permitted to encroach into this space by more than 12”. b. Doors shall not swing into the required clear floor space for any fixture. Section 11B- 603.2.3. c. Show that the water closet is located in a space which provides a clear space in front of the water closet measuring 60” wide by 48” in front. Section 11B-604.3.1. d. Show that accessible lavatories comply with the following, per Sec. 11B-606: i. ≥30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. ii. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18” to the center line of the fixture to the wall. iii. The counter top is ≤34" maximum above the floor. iv. ≥29" high, reducing to 27” at a point located 8” back from the front edge. v. ≥9" high x 30" wide and 17" deep at the bottom. vi. Hot water pipes and drain lines are insulated. e. If tubs or showers are provided, at least one shall be accessible in compliance with Section 11B-607 for tubs or 11B-608 for showers. c) Bathrooms in all remaining units shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30” by 48” to touch the wheelchair to any lavatory, urinal, water closet, tub, shower stall and any other similar sanitary installation if provided. Sec. 11B-603.6. b. All bathroom entrance doors shall have a clear opening width of 32” and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11B-224.1.2 and 11B-404.2.3. STRUCTURAL 11. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a. The building pad was prepared in accordance with the soils report, b. The utility trenches have been properly backfilled and compacted, and c. The foundation excavations comply with the intent of the soils report.” CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 12. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 13. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. 14. Please identify the shear panel types on the shear wall schedule on Sheet PR- SN-1. 15. Please add typical footing details and references on Sheet PR-S-4.1 for the rear pads at patio covers. 16. Please identify pad footing information for stairs on Sheet PR-S-4.1. 17. Please show the pad footing designations, near grid point B-7, on Sheet PR-S- 4.1, so the reinforcement be clear. 18. Please complete the stair framing details with ref. on the framing plans. 19. Please show masonry pier details and references on the plans. 20. Please add trellis member sizes and connection details. This information is not on the architectural plans. 21. ADDITIONAL REQUIREMENTS FOR ELEMENTS THAT ARE PART OF THE LATERAL-FORCE-RESISTING SYSTEM SDC D : Add pier details & ref. on plans: a. Special reinforced masonry shear walls. Shear walls in SDC D can only be special reinforced masonry shear walls. ASCE 7-10, Table 12.2-1. b. Lateral ties in masonry columns. Lateral ties in CMU columns should be spaced not more than 8” o.c. and should be at least 3/8-inch diameter. Lateral ties should be embedded in grout. (ACI 530-13 Sec. 7.4.4.2.1) Standard hooks for lateral tie anchorage should be either a 135O standard hook or a 180O standard hook. (See Fig. below). c. Minimum reinforcement requirements for special reinforced masonry shear walls. The following requirements should be satisfied. (ACI 530-13, Sec. 7.3.2.6): • The sum of the cross-sectional area of horizontal and vertical reinforcement should be at least 0.002Ag, and the minimum cross-sectional area in each direction should be not less than 0.0007Ag. • The maximum spacing of reinforcement should be 48” except for stack bond masonry. • Reinforcement should be uniformly distributed. • Max spacing of reinforcement for walls with stack bond masonry should be 24”. • The maximum spacing of vertical and horizontal reinforcement in shear walls should be the smaller of one-third the length of the shear wall, one-third the height of the shear wall, or 48”. • The minimum cross-sectional area of vertical reinforcement in shear walls should be one- third of the required shear reinforcement. • Shear reinforcement in shear walls should be anchored around vertical reinforcing bars with a standard hook. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 Figure 16.4Hooks for ColumnTies in SDC D-F 4db 4db 6db Minimum tie bar size = No. 3 Spacing of ties v8 in. 1805 bend plus 4db extension, but not less than 21/2 in. per MSJC Sec. 1.12.5 (a) andSec. 2108.9.2.8 Per MSJC Sec. 1.12.5(c) and Sec. 2108.9.2.8 1355 standard hook 1805 standard hook ghfhgfh For SI: 1 inch = 25.4 mm 22. Please add calculations for all items under this permit. I.e., trellis, stairs, garages, etc. 23. Additional corrections may be required at back-check, once updated plans and calculations are sub mitted for review and approval. ADDITIONAL 24. Please see attached for P/M/E corrections. 25. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 26. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes No 27. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS Plumbing & Mechanical are approved. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 PLAN REVIEWER: Scott Humphrey ARCHITECTURAL PME ITEMS ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 1. Fire resistant construction describe and detail on the plans the following: a. All fire-resistant rated assemblies b. All penetration firestop systems c. All membrane penetrations i. For a, b, c above please include the following: 1. Installation instructions 2. UL listings/file number(s) 3. Manufactures name of the product proposed for the installation 2. Detail were sound pad(s) will be utilized. 3. Egress (emergency back-up) lighting is required for exterior landings of required exit doors/exterior stairways located at other than the level of exit discharge. Please add to the plans. 4. Floor level exit signs are required to be installed in areas serving guest rooms of hotels in R1 occupancies. CBC 1013.7 5. At least (1) convenience receptacle outlet shall be installed within 50’ of the electrical service (Does not apply to one- and two-family residential occupancies). CEC 210.64 6. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 7. CEC 422.51 If installing vending machines, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 8. CEC 422.52 If installing drinking fountains, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 9. Identify all locations requiring Tamper-Resistant Receptacles (TRR) and provide all locations on the plans, 406.12 a. In all dwelling units as specified in 210.52 (15 and 20 ampere receptacles). CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 b. In guest rooms and guest suits of hotels and motels. c. Childcare facilities d. Any location(s) that meet the Article 100 definition of a “Dwelling Unit” requires TRR 10. 210.60(A) CEC units that permanent provisions for cooking shall have all receptacle outlets installed as required by 210.52. This includes wall spacing in areas with retractable doors, floor outlets shall be installed where usable wall space is encountered. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) 11. Energy design is approved. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 City of La Quinta Fixture Count Plumbing 11 Water Service 275 Gas Pipe Outlets Lavatory 11 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 143 Toilet Solenoid Valve 99 Tub or Shower Backflow Valve <2” Sink (kitchen, bar, laundry) Backflow Valve >2” 11 Dishwasher Spklr. System <50 heads 11 Clothes Washer Spklr. System 51 – 100 heads Urinal Spklr. System >101 heads Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) Drinking Fountain 11 Building Sewer Commercial Sink Cesspool, Seepage Pit Roof & Overflow Drain Electrical 17,780 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System 11 Main Service <200 amps 1 Outlet/Light – first 20 66 Main Service > 200 amps 3069 Outlet/Light – 21 & over Subpanel Electric Sign – 1 circuit Ceiling Fan Electric Sign – Add. Circuits Exhaust Fan Bussway Footage Electric Range/Oven Motor – to 1 HP Hood/Fan/Light Combo. Motor – 2 to 10 HP 11 Clothes Washer 11 Motor – 11 to 50 HP Electric Clothes Dryer Motor – 101 and over 11 Dishwasher Trans/Gen – 2 to 10 KVA 11 Refrigerator Trans/Gen – 11 to 50 KVA Freezer Trans/Gen – 51 to 100 KVA Ice Maker Trans/Gen – 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 231 Exhaust Fan Condenser Unit – 31-50 ton 22 Oven/Range Boiler/Compressor – 31 to 50 HP 11 Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System Air Handling Unit <10M CFM Wall/Ceiling Heater Air Handling Unit >10M CFM 11 FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 11 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances CITY OF LA QUINTA BCPR2019-0011.e FEB. 05, 2020 March 17, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Pendry Residences PROJECT No: 17028 Plan Check #: BCPR2019-011.e Response to 1st Building Permit Plan Review Comments La Quinta Building Department, Please find below responses to Plan Review Comments. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 1. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) SALTER – Charles Salter, inc. (Acoustical engineering) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. GENERAL 1. Please make all corrections and submit two new stamped and signed complete sets of prints, to: The jurisdiction’s building department. BAR RESPONSE: As noted, sets to be uploaded to La Quinta eTrakit system. PLANS 2. Please indicate the type of construction, height, area, sprinklers (yes, or no) and occupancy category for the garage buildings on Sheet PR-G0.01. BAR RESPONSE: Construction type, height, area, sprinklers and occupancy noted, see PR-G0.01, Project Data & Code Summary. Occupancy revised to R2, occupants are primarily permanent in nature, condominium. 3. A reminder that the garage buildings are S2 occupancy, as opposed to U, which require 1-hr. fire barriers if they are over 1,000-s.f. Sec. 406.3.1. BAR RESPONSE: Private Residential Garages are classified as Group U occupancies. Per 406.3.1 Five private garages per building. See area calc on PR-G0.02. Separation walls are 1HR fire rated, see PR-A1.11. 4. Please revise the sheet index to match the content of the plans. As submitted, there are too many discrepancies to itemize here. BAR RESPONSE: As noted, see updated index on sheet G0.01. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 2 5. On Sheet PR-G0.01, please add (trellis structures, stairs, etc.) if they will have a deferred submittal.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: “Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.” BAR RESPONSE: As noted, see general note 15 and Deferred AHJ Submittals on PR-GO.01. SITE PLAN 6. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plans. Sec. 107.2. I.e., trellis, stairs, etc., otherwise, provide complete structural plans/ details & ref. for them. BAR RESPONSE: As noted, see PR-A1.01. LOCATION ON PROPERTY 7. When two or more buildings are on the same property, the buildings shall have an assumed property line (PL) between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. Section 503.1.2. BAR RESPONSE: As noted, see PR-A1.01, site plan and PR G0.10, elevation opening diagram. 8. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. See the next few items as well. BAR RESPONSE: See PR-A1.01 for assumed property line. All building exceed 10’ separation from assumed PL. 9. Please complete the information on Sheet PR-G0.10 for all buildings including the fire rating of the exterior walls & openings, as applicable to each building. BAR RESPONSE: See PR-A1.01 for assumed property line and PR-G0.10 percentage opening diagram. No rated exterior wall or opening required. 10. Exterior walls shall have a 30” parapet when they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18" of such parapets shall be noncombustible. BAR RESPONSE: As noted, see exception #4 705.11. Entire roof provided with Class A roof covering. See sheet note 9 on PR-A2.03. 11. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: BAR RESPONSE: As noted projections follow table 705.2, see PR A1.01. 12. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. BAR RESPONSE: As noted, no projection within 5’ of property line. 13. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. BAR RESPONSE: As noted, see PR-G0.10 for elevation opening diagram. See PR-A1.01 site plan. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 3 14. For buildings on the same lot, opening protectives having a fire-protection rating of not less than ¾-hour shall be provided in every opening that is within a horizontal fire separation distance of 15’ of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. BAR RESPONSE: 705.8.6 exception #1. Roof assembly of adjacent building is 1HR and more than 10’ from exterior wall. 15. Exterior exit stairways shall be located at least 10’ from the following, per Sections 1021.4 and 1027.5: a. Assumed PL’s. b. Other portions of the building they're attached to. c. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 705 based on fire separation distance. BAR RESPONSE: As noted, see site plan PR-A1.01 and floor plans PR-A2.01 and PR-A2.02. Stair plans show exterior stair case protect on 3 sides with 1hr rated wall, see PR-7.01. SOUND TRANSMISSION 16. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies and indicate the listing agency and listing number for the tested ratings. SALTER RESPONSE: The party wall assemblies are shown on Sheet PR-A9.01 as Wall Types M and J. Wall Type M consists of an insulated double-stud wall with four total layers of gypsum board. Wall Type J consists of an insulated staggered-stud wall with four total layers of gypsum board. These assemblies achieve at least STC 50. The floor-ceiling assembly is shown on Detail 2/PR-A9.12. This assembly consists of an insulated TJI system with two layers of spring-isolated gypsum board below and 1-1/2-inch thick gypsum concrete above. This assembly achieves at least STC 50. There will be a 3/4-inch thick acoustical underlayment provided below the gypsum concrete throughout the residences, as shown on Detail 2/PR-A9.12. This assembly achieves an IIC rating of at least 50. 17. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. SALTER RESPONSE: Penetration details (e.g., outlet boxes, piping, ductwork and conduit penetrations, recessed cabinets, recessed fixtures) at sound-rated assemblies are shown on Details 1, 2, 3, 6, 7, 8, 12, and 13 on Sheet PR-A9.11 and on Detail 4 and 15 on Sheet PR-9.12. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 4 18. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". SALTER RESPONSE: Site not within a noise critical area. See General Note 11, PR-G0.01. Based on the La Quinta General Plan, Chapter IV, the CNEL at the project site is predicted to be less than CNEL 60 dB, as shown in Table 1. 19. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45-dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. BAR RESPONSE: Site not within a noise critical area. 20. Provide a note on plans stating: "Penetrations of fire-resistive walls/ floor-ceilings shall be protected as required in CBC Section 714." BAR RESPONSE: As noted, see sheet note 6 on floor plans PR-A2.01, PR-A2.02. EXITS 21. In rooms or areas where the occupant load exceeds the values in the table below, two exits shall be provided. Section 1006: Two exits are required from the 2nd & 3rd floors and the roof of the R1 occupancies: Do not resubmit without this change on the plans: OCCUPANCY MAXIMUM OCCUPANT LOAD R 10 BAR RESPONSE: Occupancy changed to R2 occupancy. R2 occupancy allows for single egress at second and third level. Per table 1006.3.2(1). 22. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1007.1.1. Where a building is equipped throughout with an automatic sprinkler system, the separation distance may be reduced to one-third of the diagonal. BAR RESPONSE: Occupancy changed to R2 occupancy. R2 occupancy allows for single egress at second and third level. Per table 1006.3.2(1). 23. The required number of exits from any level or individual space shall be maintained until arrival at grade. Section 1006.3.1. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 5 BAR RESPONSE: As noted. See floorplans PR-A2.01, 2.02, 2.03. ELEVATORS 24. In buildings having an elevator in California, at least one gurney-sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the horizontal, open position. Section 3002.4a. BAR RESPONSE: As noted, sheet note 1 added to A7.11. STAIRWAYS 25. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 1011.2. BAR RESPONSE: Stairway serving maximum 30 occupants per floor. See sheet PR-A7.01. Stair way width at 45” MIN. 26. Stairway handrails should not project more than 4½ inches into the required width. Section 1014.8. BAR RESPONSE: As noted, see stair sheet PR/A7.21 for handrail details 3 and 9. 27. Please show details & ref. on plans for the common stairs as well as those inside the units. I.e., add to sheet PR-A7.01 & fully dimension them. BAR RESPONSE: As noted, see PR-A7.01 and PR-A7.02. 28. Stairway riser must be 7 inches maximum and minimum run shall be 11 inches. Section 1011.5.2: a. Within dwelling units in occupancies in Group R-2, the maximum riser height shall be 7.75 inches, and the minimum tread depth shall be 10 inches. A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. BAR RESPONSE: As noted, see PR-A7.01 and PR-A7.02. 29. Stair risers shall be solid. Section 1011.5.5.3. BAR RESPONSE: As noted, see detail 13/PR-A7.21. 30. A minimum headroom clearance of 6’-8” for stairways should be indicated on the plans. Section 1011.3. BAR RESPONSE: As noted, see sheet note 1 on PR-A7.01 and PR-A7.02. See headroom clearance on 5/PR-A7.01, 7/PR-A7.01, 8/PR-A7.01, 4/PR-A7.02 and 9/PR-A7.02. 31. Walls and soffits within enclosed usable spaces under stairways shall be protected by 1-hour fire- resistance rated construction (or the rating of the enclosure, whichever is greater). Section 1011.7.3: BAR RESPONSE: As noted, Elevator equipment room ceiling 1 hour fire rated. See detail 7/PR-A9.12. 32. The plans should clearly label the stairs as being either “interior exit access stairways” (Sec. 1019), or “interior exit stairways” (Sec. 1023), or exterior exit stairs (Sec. 1027). BAR RESPONSE: No interior exit access stairway in project. 33. Interior Exit Stairways should be enclosed as specified in Section 1023.2: a. One hour rated interior exit stairs (if any) will be required for this project. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 6 b. Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1023.5. c. Openings in exit enclosures, other than unexposed exterior openings, shall be limited to those necessary for exit access to the exit enclosure from normally occupied spaces and for egress from the exit enclosure. Elevators shall not open into an exit enclosure, nor its extension. Section 1023.4. d. Where nonrated walls or unprotected openings occur at the exterior wall of an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 10’ horizontally of the stair shall be of 1-hour fire- rated construction (with ¾-hour fire-rated openings). This construction shall extend vertically from the ground to a point 10’ above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1023.7. e. Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. f. Exit enclosures should include an exit passageway on the ground floor extending to the exterior. Sec. 1023.3.1. Only exit doors are permitted to open into the exit passageway. Sec. 1024.5. Additionally, a fire-rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire-rating), unless there are no openings into the exit passageway extension. Section 1023.3.1 g. Walls and soffits within enclosed usable spaces under enclosed stairways shall be protected by 1- hour fire-rated construction, or the fire-rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. Section 1011.7.3. BAR RESPONSE: No interior exit staircase in project. Exit provided at all floors. 34. Handrails (Sections 1014 and 1011.11): Show handrail details for common stairs and private stairs including their termination details: a. Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). BAR RESPONSE: As noted, see sheets PR-A7.01 and PR-A7.02. At exterior stairways, handrails provided on both sides and interior stairways, handrails provided on one side. b. Changes in room elevation of 3 or fewer risers within dwelling units of R-2 occupancies do not require any handrails. BAR RESPONSE: Not applicable. c. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42” high guards, per Section 1015.2. BAR RESPONSE: As noted, see 1/PR-A7.21 for handrail extension detail. d. The handgrip portion of all handrails shall be not less than 1-¼” nor more than 2 inches in cross- sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4” and not greater than 6-¼” with a maximum cross-section dimension of 2-¼ inches. Section 1014.3.1. BAR RESPONSE: As noted, see 3/PR-A7.21. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 7 e. Handrails projecting from walls shall have at least 1½ inches between the wall and the handrail. Section 1014.7. BAR RESPONSE: As noted, see 3/PR-A7.21. f. Handrails shall be continuous, without interruption by newel posts or other obstructions. BAR RESPONSE: As noted, see PR-A7.01 and PR-A7.02. See stair note 17. g. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser + 12” (for common stairs only). Section 1014.6. Fig. 11B-505.10.3. BAR RESPONSE: As noted, see stair section 5/PR-A7.01, and details 1/PR-A7.21 and 11/PR- A7.21 for handrail extension. See stair sheet note 6. h. Ends of handrails shall be returned to a wall, guard or the walking surface. BAR RESPONSE: As noted, see stair sections 4/PR-A7.01, 5/PR-A7.01, and 8/PR-A7.01, and details 1/PR-A7.21 and 11/PR-A7.21. See stair sheet note 8. 35. Exterior exit stairways shall be open on at least one side. An open side shall have a minimum of 35 square feet of aggregate open area adjacent to each floor level and the level of each intermediate landing. Sec. 1027.3. BAR RESPONSE: As noted, see 9/PR-A7.01. 36. Exterior exit stairs shall be separated from the interior of the building, for buildings > 2 stories (other than R-1/R-2). Openings shall be limited to those necessary for egress from normally occupied spaces. Sec. 1027.6. BAR RESPONSE: As noted, see PR-A2.01. Exit stairs protected by 1HR rated wall on 3 sides. EGRESS BALCONIES 37. Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. Sec. 1021.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. BAR RESPONSE: As noted, see PR-A2.01 and PR-A2.01. Exterior egress balconies separate from interior with 1 hr rated walls. 38. Doors should not project more than 7” into the required width of an exterior egress balcony when fully opened, nor more than ½ the required width when in any position. Sec. 1005.7.1. BAR RESPONSE: As noted, see 1/PR-A7.01, 2/PR-A7.01, and 3/PR-A7.01. EXIT SIGNS 39. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. BAR RESPONSE: As noted, single egress stair provided. See RCP on PR-A6.01 and PR-A6.02. 40. A tactile sign stating “EXIT” and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. BAR RESPONSE: As noted, see sheet 1/PR-A7.11 for tactile exit sign locations. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 8 41. Show that the means of egress path will be lighted with at least one-foot candle at floor level. Section 1008. GOUVIS Response: As noted, see sheet PR-E4.1_E4.4. Photomectric calc is done to show the FC is at least one. 42. Show separate sources of power may be required for exit illumination. Review Section 1008.3. GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. Emergency lighting with battery backup is provided. ROOFS 1. (not listed) 2. (not listed) 3. (not listed) 4. (not listed) 5. Specify on plans the following information for the roof materials, per Sec. 1506.3: a. Manufacturer’s name and Product name/number. BAR RESPONSE: Fibertite PVC single ply membrane, 60mil FiberTite-SM. See sheet note 11/PR- A2.03 b. ICC approval number, or equal. BAR RESPONSE: UL 34KL, 48PO, 97P9. See sheet note 11/PR-A2.03 6. Show the required attic/enclosed rafter ventilation on the plans. Show “area required” and “area provided.” The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Section 1203.2. BAR RESPONSE: Providing unvented rafter assemblies per 1203.3, 5.1.2 R5 rigid insulation provided directly above structural roof sheathing. Code section inserted below, underlined text. 1203.3 Unvented attic and unvented enclosed rafter assemblies Unvented attics and unvented enclosed roof framing assemblies created by ceilings applied directly to the underside of the roof framing members/rafters and the structural roof sheathing at the top of the roof framing members shall be permitted where all the following conditions are met: 1. The unvented attic space is completely within the building thermal envelope. 2. No interior Class I vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly or on the ceiling side of the unvented enclosed roof framing assembly. 3. Insulation shall be located in accordance with the following: 5.1. Item 5.1.1, 5.1.2, 5.1.3 or 5.1.4 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. No insulation shall be required when roof tiles, wood shingles or wood shakes, or any other roofing system using battens and no continuous underlayment is installed. A continuous underlayment shall be considered to exist if sheathing, roofing paper or any continuous layer having a perm rate of no more than one perm under the dry cup method is present. 5.1.2. Where air-permeable insulation is provided inside the building thermal envelope, it shall be installed in accordance with Item 5.1. In addition to the air-permeable insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing in accordance with the R-values in Table 1203.3 for condensation control. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 9 7. Specify minimum ¼”/ft. roof/deck slope for drainage. Section 1507.10.1. BAR RESPONSE: As noted, see sheet note 4 on roof plan PR-A2.03 and annotations. FIRE EXTINGUISHING 8. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. BAR RESPONSE: As noted, see sheet note 8 on floor plans. MISCELLANEOUS 9. Guards (Section 1015): a. Shall have a height of 42". This includes the open side of a stair. b. Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.8.1. Please show connection details & ref. on plans to cover all conditions interior & exterior. c. Openings between railings shall be less than 4". BAR RESPONSE: As noted a/b/c, see 7/PR-A7.21 and 9/PR-A7.21. Structural will provide calculations and connection details. DISABLED ACCESS 10. Hotels and similar places of transient lodging shall comply with the following provisions per Sections 11B- 224.1 and 11B-806: Please specify where each item is addressed on plans: a. Accessible sleeping rooms shall provide 36" clear width maneuvering space along both sides of a bed, or between two beds. BAR RESPONSE: See Enlarged floor plans, P-4.01, 4.02, 4.03, 4.04, 4.05. b. Bathrooms in the accessible rooms shall comply with the following, Sec. 11B-806.2.4: a. Per Section 11B-603.2, the following clearance shall be shown: i. ≥60" diameter. ii. A T-shaped space as shown in Figure 11B-304.3.2. iii. Doors are not permitted to encroach into this space by more than 12”. BAR RESPONSE: As noted, see PR-A5.02 for T-shaped turn space. b. Doors shall not swing into the required clear floor space for any fixture. Section 11B- 603.2.3. BAR RESPONSE: As noted, see sheet note 9 on PR-A5.02. c. Show that the water closet is located in a space which provides a clear space in front of the water closet measuring 60” wide by 48” in front. Section 11B-604.3.1. BAR RESPONSE: As noted, see PR-A5.02 for water closet clearance space. d. Show that accessible lavatories comply with the following, per Sec. 11B-606: i. ≥30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. ii. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18” to the center line of the fixture to the wall. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 10 iii. The counter top is ≤34" maximum above the floor. iv. ≥29" high, reducing to 27” at a point located 8” back from the front edge. v. ≥9" high x 30" wide and 17" deep at the bottom. vi. Hot water pipes and drain lines are insulated. BAR RESPONSE: As noted, see 11/PR-GO.21 and see PR-A5.02. e. If tubs or showers are provided, at least one shall be accessible in compliance with Section 11B-607 for tubs or 11B-608 for showers. BAR RESPONSE: As noted, see PR-A1.01 site plan guestroom schedule. c. Bathrooms in all remaining units shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30” by 48” to touch the wheelchair to any lavatory, urinal, water closet, tub, shower stall and any other similar sanitary installation if provided. Sec. 11B-603.6. BAR RESPONSE: As noted. b. All bathroom entrance doors shall have a clear opening width of 32” and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11B-224.1.2 and 11B-404.2.3. BAR RESPONSE: As noted, see PR-A5.01 and PR-A5.02 for bathroom entrance width and swing direction. STRUCTURAL 11. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a. The building pad was prepared in accordance with the soils report, b. The utility trenches have been properly backfilled and compacted, and c. The foundation excavations comply with the intent of the soils report.” GOUVIS Response: As noted, see sheet PR-S-4.1. Added note on plan. 12. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 13. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. GOUVIS Response: As noted, see sheet PR-S-4.1. Added note on plan. 14. Please identify the shear panel types on the shear wall schedule on Sheet PR-SN-1. GOUVIS Response: As noted, see sheet PR-SN-1. Revised shear wall schedule shown shear panel type. 15. Please add typical footing details and references on Sheet PR-S-4.1 for the rear pads at patio covers. GOUVIS Response: As noted, see sheet PR-SD1, PR-S-4.1. Added new detail #24 and reference on sheet PR-S-4.1. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 11 16. Please identify pad footing information for stairs on Sheet PR-S-4.1. GOUVIS Response: As noted, see sheet PR-S-4.1. Update detail 23/ PR-SD-1.. 17. Please show the pad footing designations, near grid point B-7, on Sheet PR-S-4.1, so the reinforcement be clear. GOUVIS Response: As noted, see sheet PR-S-4.1. These pad are for PAB bolt that use for TD9 per Simpson requirement and shown in holdown schedule also, no reinforcement is required. 18. Please complete the stair framing details with ref. on the framing plans. GOUVIS Response: The stair is design by other. 19. Please show masonry pier details and references on the plans. GOUVIS Response: There is no masonry pier on the plan. 20. Please add trellis member sizes and connection details. This information is not on the architectural plans. GOUVIS Response: As noted, see sheet PR-S-4.5. Trellis member is added. 21. ADDITIONAL REQUIREMENTS FOR ELEMENTS THAT ARE PART OF THE LATERAL-FORCE-RESISTING SYSTEM SDC D : Add pier details & ref. on plans: a. Special reinforced masonry shear walls. Shear walls in SDC D can only be special reinforced masonry shear walls. ASCE 7-10, Table 12.2-1. b. Lateral ties in masonry columns. Lateral ties in CMU columns should be spaced not more than 8” o.c. and should be at least 3/8-inch diameter. Lateral ties should be embedded in grout. (ACI 530- 13 Sec. 7.4.4.2.1) Standard hooks for lateral tie anchorage should be either a 135O standard hook or a 180O standard hook. (See Fig. below). c. Minimum reinforcement requirements for special reinforced masonry shear walls. The following requirements should be satisfied. (ACI 530-13, Sec. 7.3.2.6): • The sum of the cross-sectional area of horizontal and vertical reinforcement should be at least 0.002Ag, and the minimum cross-sectional area in each direction should be not less than 0.0007Ag. • The maximum spacing of reinforcement should be 48” except for stack bond masonry. • Reinforcement should be uniformly distributed. • Max spacing of reinforcement for walls with stack bond masonry should be 24”. • The maximum spacing of vertical and horizontal reinforcement in shear walls should be the smaller of one-third the length of the shear wall, one-third the height of the shear wall, or 48”. • The minimum cross-sectional area of vertical reinforcement in shear walls should be one-thirdof the required shear reinforcement. • Shear reinforcement in shear walls should be anchored around vertical reinforcing bars with a standard hook. 22. Please add calculations for all items under this permit. I.e., trellis, stairs, garages, etc. GOUVIS Response: Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 12 Please see attached calculation. 23. Additional corrections may be required at back-check, once updated plans and calculations are sub mitted for review and approval. ADDITIONAL 24. Please see attached for P/M/E corrections. 25. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 26. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes/No 27. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, AND ENERGY COMMENTS Plumbing & Mechanical are approved. ARCHITECTURAL PME ITEMS ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 1. Fire resistant construction describe and detail on the plans the following: a. All fire-resistant rated assemblies BAR RESPONSE: See PR-A8.01, PR-A9.01, and PR-A9.12. b. All penetration firestop systems BAR RESPONSE: See 10/PR-A9.11. c. All membrane penetrations BAR RESPONSE: See sheet PR-A9.11. i. For a, b, c above please include the following: 1. Installation instructions 2. UL listings/file number(s) 3. Manufactures name of the product proposed for the installation 2. Detail were sound pad(s) will be utilized. BAR RESPONSE: 3/4” neoprene waffle pads under mechanical support system (nVent Caddy). 24/PR- A8.15 3. Egress (emergency back-up) lighting is required for exterior landings of required exit doors/exterior stairways located at other than the level of exit discharge. Please add to the plans. GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. Emergency lighting is provided in stairway. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 13 4. Floor level exit signs are required to be installed in areas serving guest rooms of hotels in R1 occupancies. CBC 1013.7 BAR RESPONSE: As noted, project is R2. See RCPs on PR-A6.01 and PR-A6.02. Where exit signs are required by Chapter 10, additional approved low-level exit signs which are internally or externally illuminated photoluminescent or self-luminous, shall be provided in all interior corridors of Group A, E, I and R-2.1 occupancies and in all areas serving guest rooms of hotels in Group R, Division 1 occupancies. GOUVIS Response: As noted, see sheet PR-E4.1_E4.4. Exit sign is provided in corridors. 5. At least (1) convenience receptacle outlet shall be installed within 50’ of the electrical service (Does not apply to one- and two-family residential occupancies). CEC 210.64 GOUVIS Response: As noted, see sheet PR- E3.4. Exit sign is provided per requested. 6. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. Exit sign is provided in stairways.. 7. CEC 422.51 If installing vending machines, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. A note “PROVIDE GFCI PROTECTION FOR VENDING MACHINE PER CEC4 22.51.” is added. 8. CEC 422.52 If installing drinking fountains, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. BAR Response: No drinking fountains in project. GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. A note “PROVIDE GFCI PROTECTION FOR DRINKING FOUNTAIN PER CEC4 22.51.” is added. 9. Identify all locations requiring Tamper-Resistant Receptacles (TRR) and provide all locations on the plans, 406.12 a. In all dwelling units as specified in 210.52 (15 and 20 ampere receptacles). b. In guest rooms and guest suits of hotels and motels. c. Childcare facilities d. Any location(s) that meet the Article 100 definition of a “Dwelling Unit” requires TRR GOUVIS Response: As noted, see sheet PR-E3.1_E3.4. A note “IN DWELLING AREA SPECIFIED IN CEC 2016 SECTION 210.52; (A) WALL SPACE, (B) SMALL-APPLIANCE CIRCUIT, (C) COUNTERTOP SPACE, (D) BATHROOM AREA, (E) OUTDOORS, (F) LAUNDRY AREA, (G) GARAGE, AND (H) HALLWAYS; ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTABLES.”is added. Silver Rock Resort - Pendry Residence/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 2/10/2019 14 10. 210.60(A) CEC units that permanent provisions for cooking shall have all receptacle outlets installed as required by 210.52. This includes wall spacing in areas with retractable doors, floor outlets shall be installed where usable wall space is encountered. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) 11. Energy design is approved. Note: If you have any questions regarding the Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: APR. 10, 2020 APPLICANT JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e SET: II PROJECT ADDRESS: 79179 AHMANSON LANE PROJECT NAME: PENDRY BRANDED RESIDENCES The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. PLEASE SEE BELOW The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: The project was revised to be R2 (condos) as opposed to R1 (transient lodging), as was originally submitted. This change was made to alleviate the exiting requirements associated with R1. Consequently, the exiting, sprinkler systems, sound & accessibility provisions, etc., were modified to comply with the R2 requirements. Supplemental plan check fees were assessed for owner’s revisions. There are 11 bldgs., with 5-unit condos; three stories each with roof deck & 10-detached garage buildings. By: ALI SADRE, S.E. Enclosures: EsGil 4/03 CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK #.: BCPR2019-0011.e JURISDICTION: CITY OF LA QUINTA OCCUPANCY: R2/U WITH (1HR. SEP.) USE: REVISED AT BACKCHECK TO R2 (CONDOS) TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 15,089/ 1,820 (GAR.) ALLOWABLE FLOOR AREA: 17,780 STORIES: THREE HEIGHT: 47’ SPRINKLERS?: Y OCCUPANT LOAD: 77 MAX REMARKS: ALLOWABLE AREAS INCLUDE 0.31 X BASIC (FOR YARDS ON TWO SIDES+) DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/04 DATE INITIAL PLAN REVIEW PLAN REVIEWER: ALI SADRE, S.E. COMPLETED: APR. 10, 2020 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked-up list when you submit the revised plans. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 [DO NOT PAY – THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e PREPARED BY: ALI SADRE, S.E. DATE: APR. 10, 2020 BUILDING ADDRESS: 79179 AHMANSON LANE BUILDING OCCUPANCY: R1/S2; V-B/SPR. Comments: Supplemental plan check fees due to owner’s revisions. Sheet 1 of 1 CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 GENERAL 1. Please submit two new stamped & signed complete sets of prints, to: The bldg. department. PLANS 2. The info. as noted on Sht. A1.01, i.e., king/queen/lock-off rooms/communication features/etc. sound like (R1) transient lodging versus (R2) condos; please clarify! 3. The allowable number of stories for R-2, using 13-R sprinkler system, is a maximum of two. Table 504.4. Three-story R2 buildings with Type V-B Construction will require NFPA 13 sprinkler systems, provided that the sprinklers are not required for allowable area increases; otherwise, Type V-A Construction is required. Table 504.4. Revise NFPA13R, as noted on Sht. G0.01. LOCATION ON PROPERTY 4. When two or more buildings are on the same property, the buildings shall have an assumed property line (PL) between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. Section 503.1.2. [See the next few items as well]. 5. The bldg. floor area includes porch/balcony, etc., with post & beam. See Section 202 for the definition of floor areas. Revise the location of the assumed PL on plans to measure from the edge of the patios with post & beam. Such areas shall be outside of the required fire-separation distance, revise sht. A1.01, accordingly. 6. Show the actual versus allowable unprotected openings & demonstrate how the actual percentages were calculated. Please update this information on Sheet G0.10, as required. [I.e., how was the actual 13% opening calculated and what is the permitted % of unprotected openings for this wall segment]. 7. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. See the next few items as well. 8. Exterior walls shall have a 30” parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18" of such parapets shall be noncombustible. 9. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: FIRE SEPARATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted >2 feet to 3 feet 24 inches >3 feet to < 30 feet 24" + 8" for every foot of FSD beyond 3' (or fraction thereof) 30 feet or greater 20 feet CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 10. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. 11. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. 12. For buildings on the same lot, opening protectives having a fire-protection rating of not less than ¾-hour shall be provided in every opening that is within a horizontal fire separation distance of 15’ of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. ACCESSIBILITY 13. Please revise the plans to show compliance with the attached HC provisions. STRUCTURAL 6. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 ADDITIONAL 7. PME Approved. 8. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 9. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 PRIVATELY FUNDED MULTI-FAMILY DISABLED ACCESS CORRECTION CHECKLIST Note: All Sections referenced are from Title 24 (2016 CBC) • APPLICABILITY: Note on the cover sheet of the plans that all units are accessible &/ or adaptable on this project: Please provide a response list stating where each item is addressed on plans. Scoping. 1. The California Multi-Family Disabled Access Regulations apply to newly constructed, privately funded, multi- family dwelling units, per Title 24 Section 1.8.2.1.2 and 1102A.1, as follows: a) Condominium buildings having 4 or more dwelling units. 2. The following are the general accessibility requirements: a) In elevator buildings, all units on all floors must be adaptable and accessible. Section 1102A.3.2. SITE DEVELOPMENT/ACCESSIBLE ROUTE OF TRAVEL: • ACCESSIBLE ROUTE OF TRAVEL 3. Accessible routes of travel shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible entrance they serve. The accessible route shall to the extent feasible, coincide with the route for general public. Sec. 1110A.1. 4. At least one accessible route shall connect accessible buildings facilities, elements and spaces that are on the same site. Section 1110A.1. 5. Where more than one route of travel is provided, all routes shall be accessible. Section 1110A.1.1. Show a legend for this on the plans. 6. If an accessible route has changes in level greater than ½”, then a curb ramp, or pedestrian ramp shall be provided. Stairs shall not be part of an accessible route. Section 1111A.2. • PARKING 7. The plans must indicate if the parking is “assigned” or “not assigned.” Depending on the choice, the following items apply. 8. If assigned parking is provided at privately funded multifamily building sites, accessible parking shall be provided for at least 2% of the assigned parking spaces, but not less than one. At least one space of each type of parking facility shall be made accessible even if the total number exceeds 2%. Signage is not required for assigned parking. Section 1109A.4. 9. When parking is not assigned to a resident, at least 5% of the parking spaces shall be accessible and provide access to covered multifamily dwellings and facilities. Such parking spaces shall be provided with signage by Section 1109A.8.8. Such signage shall not be blocked from view by a vehicle parked in the space. Section 1109A.5. 10. Accessible parking shall be located on the shortest possible accessible route of travel to an accessible building entrance. Section 1109A.7.1. 11. In facilities with multiple accessible building entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Section 1109A.7.2. 12. When practical, the accessible route shall not cross lanes for vehicular traffic. When crossing vehicle traffic lanes is necessary, the accessible route shall be designated and marked as a crosswalk. Sec. 1109A.7.3. 13. A vertical clearance of 8’-2” (measured to the lowest projection from the ceiling) shall be maintained to each required accessible parking space. Section 1109A.8.1. 14. Each accessible space shall be 14’ wide & outlined to provide a 9’ parking area and a 5’ loading & unloading area. The loading and unloading area may be located on either side of the vehicle. Sec. 1109A.8.5.1. 15. Two adjacent accessible parking spaces may be provided with a 23’ wide area lined to provide a 9’ parking area on each side of a 5’ loading and unloading area in the center. Section 1109A.8.5.2. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 16. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 8’ wide minimum and shall be designated van accessible with a sign "Van Accessible" mounted below the symbol of accessibility. Alternately, the parking space may be 12’ wide with the access aisle 5’ wide. Section 1109A.8.6. The access aisle shall be located on the passenger side of the vehicle. 17. Ramps shall not encroach into any accessible parking space or the adjacent loading/unloading access aisle. Section 1109A.8.2.2. 18. At each parking space, a bumper or curb shall be provided to prevent encroachment of cars over the required width of walkways. Section 1109A.8.2.1. 19. The accessible parking space(s) shall be so located that people with disabilities are not compelled to wheel or walk behind parked cars other than their own. Section 1109A.7.5. 20. Surface slopes of parking spaces for physically disabled shall not exceed ¼”/ft. (2.083 % gradient) in any direction. Section 1109A.8.3. 21. If a parking lot has unassigned parking spaces, then the accessible parking stalls shall be identified by a sign, complying with Section 1109A.8.8. • INSIDE THE UNITS: Show step-by-step compliance within all units: • INTERIOR PATHS OF TRAVEL: i.e., update floor plans & details on Sheets A5.01 & A5.02: 22. Every interior opening or passage door in a covered dwelling unit must provide a minimum of 32" net clear opening width between the face of the door and the door stop, when the door is in the 90o open position. Section 1132A.3. A 34" door is acceptable, and a standard 6’. sliding glass door is acceptable. 23. A pair of doors must have at least one leaf which provides a clear width of not less than 32”. Sec. 1132A.3. 24. All interior doors shall have a level area on the swing side of the door that extends 18" past the strike edge of the door. Section 1132A.5.2. 25. Interior doors shall provide a minimum length on both sides of the door of at least 42”. Section 1132A.5.1. For doors providing a clear opening width of only 34”, this landing may be reduced to 39”. 26. The landing on the dwelling unit side of the primary entry door shall have a minimum length of not less than 44”. Section 1132A.5.1. 27. Interior passage doors shall have hardware centered between 30" and 44" above the floor and be openable with a single effort by lever type hardware. Section 1132A.8. 28. The bottom 10” of all doors shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Section 11132A.9. • BATHROOMS: Please revise the floor plans to show compliance in all the bathrooms & powder rooms, i.e., show how the shower door does not interfere with the required clear floor space: 29. Bathrooms shall be designed to comply with one of the following options, per Section 1134A.1: a) Option 1. All bathrooms within the dwelling unit shall be designed to comply with the following: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) Showers shall comply with Section 1134A.7. iv) Water closets shall comply with Section 1134A.7. v) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi) Bathrooms shall be provided with an accessible route into and through the bathroom. vii) If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). viii) A minimum 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. ix) Switches, outlets, and controls shall comply with Section 1142A. x) Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 b) Option 2. Only one bathroom within the unit shall be designed to comply with the following: i) Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii) Bathtubs shall comply with Section 1134A.5. iii) Showers shall comply with Section 1134A.6. iv) Water closets shall comply with Section 1134A.7. v) Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi) Where both a tub and shower are provided in the bathroom, at least one shall be made accessible. See Section 1134A.5 for bathtubs, or Section 1134A.6 for showers. vii) When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. viii) Bathrooms shall be provided with an accessible route into and through the bathroom. ix) If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). x) A minimum of 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. xi) Switches, outlets, and controls shall comply with Section 1142A. xii) Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. xiii) When option 2 is used, all additional bathrooms must comply with items viii through xii above. 30. Per Section 1134A.3, all “powder rooms” located on floor levels required to be accessible shall comply with items 1 through 6 of this section. When the powder room is the only toilet facility located on an accessible level, it shall comply with items 1 through 7 of this section. Also, the generic details as printed on Sheet G0.21 do not match the floor plans on Sht. A5.01: 1. Accessible Route. Powder rooms shall be provided with an accessible route into and through the powder room and shall comply with Section 1134A.4. 2. Doors. If a door is provided it shall comply with the requirements of Section 1132A.5 (this requires a strike-clearance of at least 18” and a landing depth of 42” on each side of the door). 3. Water Closets. Water closets shall comply with Section 1134.7. 4. Lavatories, Vanities, Mirrors and Towel Fixtures. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. 5. Strike Edge Maneuvering Space. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. This means the door swing shall not interfere with the clear floor space; show compliance on 5/A5.01 & for shower doors: 6. Accessible Switches, Outlets & Controls. Switches, outlets & controls shall comply with Sec. 1142A. 7. Reinforced Walls for Grab Bars. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. 31. 1134A.4 Sufficient Maneuvering Space. Bathing & toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person on a wheelchair or other mobility aid to enter & close the door, use the fixtures, reopen the door and exit. Where the door swings into the bathroom or powder room, there shall be a clear maneuvering space outside the swing of the door of at least 30” by 48” within the room. The clear maneuvering space shall allow the user to position a wheelchair or other mobility aid clear of the path of the door as it is closed and to permit use of fixtures. Doors may swing into the required clear space at any fixture when a clear maneuvering space is provided outside the swing arc of the door, so it can be closed. Maneuvering spaces may include & knee space or toe space available below bathroom fixtures. 32. 1134A.5 Bathtubs. Bathtubs required to be accessible shall comply with this section. a) Floor Space. There shall be a minimum clear floor space 48” parallel by 30” perpendicular to the side of a bathtub or bathtub-shower combination (measured from the foot or drain end of the bathtub) to provide for the maneuvering of a wheelchair and transfer to and from the bathing facilities. The area under the lavatory may be included in the clear floor space provided the knee and toe space comply with Section 1134A.8. Cabinets under lavatories and toilets shall not encroach into the clear floor space. b) Reinforced Walls for Grab Bars. A bathtub installed without surrounding walls shall provide reinforced areas for the installation of floor-mounted grab bars. Where a bathtub is installed with surrounding walls, grab bar reinforcement shall be located on each end of the bathtub, 32” to 38” above the floor, extending a minimum of 24” from the front edge of the bathtub toward the back wall of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. Grab bar reinforcement shall be installed on the back wall of the bathtub a maximum 6” above the bathtub CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 rim extending upward to at least 38” above the floor. Grab bar backing shall be installed horizontally to permit the installation of a 48” grab bar with each end a maximum of 6” from the end walls of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. c) Bathtub Controls. Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls and operation mechanisms shall be no greater than 5 pound-force. Lever operated, push- type and electronically controlled mechanisms are examples of acceptable designs. 33. 1134A.6 Showers. Showers required to be accessible shall comply with this section. a) Size. When a shower stall is provided, at least one shower stall shall measure at least 42” wide by 48” deep with an entrance opening of at least 36”. The maximum slope of the shower floor shall be ½”/ft. in any direction and shall slope toward the rear to a drain located within 6” of the rear wall. The floor surfaces shall be grit-faced tile or of a material providing equivalent slip resistance. b) Floor Space. A clear maneuvering space at least 30” in width by 48” in length shall be located outside the shower, flush and parallel to the control wall. c) Reinforced Walls for Grab Bars. Grab bar reinforcement shall be installed continuous in the walls on showers 32” to 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. Glass-walled shower stalls shall provide reinforcement for installation of floor mounted or ceiling mounted grab bars. d) Thresholds. When a threshold (a recessed drop) is used, it shall be a maximum of ½” in height and have a beveled or slopped angle not exceeding 45o from the horizontal. e) Shower Controls. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5-lbs-force. Lever operated, push-type and electronically controlled mechanism are examples of acceptable designs. 34. 1134A.7 Water Closets. Water closets in bathrooms or powder rooms required to be accessible shall comply with this section. a) Floor Space. The water closet shall be in a space a minimum of 48” in clear width with 36” minimum clear space provided in front of the water closet. This space may include maneuverable space under a lavatory, if provided and arranged so as not to impede access. Exception: The 48” clear width may be reduced to 36” for lavatories and cabinets located immediately adjacent to a water closet which extend no more than 24” in depth. b) Water closets shall be located within bathrooms in a manner that a grab bar to be installed on one side of the fixture. The centerline of the water closet shall be 17” to 18” from a grab bar wall. In locations where water closets are adjacent to non-grab bar walls, the centerline of the fixture shall be a minimum of 18” from the obstacle. The other (non-grab bar) side of the water closet shall be a minimum of 18” from the obstacle. c) Reinforced Walls for Grab Bars. Where the water closet is not placed adjacent to a side wall, the bathroom shall have provisions for installation of floor mounted, foldaway, or similar alternative grab bars. Where the water closet is placed adjacent to a side wall, reinforcement is installed at the back; it shall be installed between 32” and 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. d) Seat Height. The minimum height of water closet seats shall be 15” above the floor. e) Water Closet Controls. Water closet Controls shall be mounted no more than 44” above the floor. The force required to activate controls shall be no greater than 5 pound-force. 35. 1134A.8 Lavatories, Vanities, Mirrors and Towel Fixtures. Bathrooms or powder rooms required to be accessible shall have at least one accessible lavatory. Where mirrors and towel fixtures are provided, at least one of each shall be accessible. a) Location. Vanities and Lavatories shall be installed with the centerline of the fixture a minimum of 18 inches horizontally from an adjoining wall or fixture to allow for forward approach. When parallel approach is provided, lavatories shall be installed with the centerline of the fixture a minimum of 24” horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a maximum of 34” above the finished door. b) Floor Space. A clear maneuvering space at least 30” by 48” shall be provided at lavatories and shall be centered on the lavatory. c) Cabinets. Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a wheelchair and the lavatory cabinets are designed with adaptable knee and toe space. d) Knee and Toe Space. Knee and toe space shall be provided as follows: i) The knee space shall be at least 30” wide and 8” deep. ii) The knee space shall be at least 29” high at the front face and reducing to not less than 27” at a point 8” back from the front edge. iii) The knee and toe space required in this section shall be provided by one of the following: a) The space beneath the lavatory shall be left clear and unobstructed. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 b) Any cabinet beneath the lavatory shall be removable without the use of specialized knowledge or specialized tools or, c) Doors to the cabinet beneath the lavatory shall be removable or openable to provide the required unobstructed knee and toe space. iv) The toe space required in this section shall be provided as follows: a) Shall be at least 30” wide and centered on the lavatory. b) Shall be at least 17” deep, measured from the front edge. c) Shall be at least 9” high from the floor. e) Finished Floor. The finished floor beneath the lavatory shall be extended to the wall. f) Plumbing Protection. Hot water and drain-pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. g) Lavatory Faucet Controls. Faucet controls and operation mechanism shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5lbs-force. Lever operated. Push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. h) Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided, they shall be mounted with the bottom edge no higher than 40” from the floor. • KITCHENS 36. Base cabinets directly under the kitchen sink counter area, including toe board and shelving shall be removable without special knowledge or tools. Finish flooring shall be provided on the floor beneath the countertop. There is no exception to this requirement. Section 1133A.3. 37. A minimum linear length of 30” of countertop shall be provided for the kitchen sink, and a minimum linear length of 30” of countertop shall be provided for a work surface, both of which shall be designed to enable repositioning to a minimum height of 28”. Section 1133A.4. Exceptions: i) Only 5% of covered dwelling units are required to comply with the repositionable countertop requirements. ii) Stone, cultured stone, and tiled countertops may be used without meeting the repositioning requirements. iii) In covered dwelling units, two 15” minimum width breadboards may be provided in lieu of the required 30” of countertop work surface. 38. The following additional provisions shall be met if repositioning of countertops is required: (Sec. 1133A.4.1): i) Base cabinets, directly under sink and work surface counter areas, shall be removable to provide clearance for a wheelchair. ii) Finished flooring shall be installed on the floor beneath such countertop. iii) The side and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material, appropriate for such uses. 39. Water supply and drainpipes under kitchen sinks shall be insulated or otherwise covered. Sec. 1133A.7.1. 40. Kitchens shall have a minimum clear width measured between any cabinet, countertop or appliance as follows, per Section 1133A.2.1: a) U-shaped kitchens, designed with parallel approach at a range or cooktop located at the base of the U, shall have a minimum clear width of at least 60”. b) U-shaped kitchens, designed with a cooktop or sink located at the base of the U, shall have a clear width of at least 48”. c) All other kitchen designs shall provide a minimum clear width of at least 48”. CITY OF LA QUINTA BCPR2019-0011.e APR. 10, 2020 End April 24, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Pendry Residences PROJECT No: 17028 Plan Check #: BCPR2019-0011 Response to 2nd Building Permit Plan Review Comments La Quinta Building Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated 4/24/20. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 2. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) SLS – SLS Fire (Fire & Life Safety) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. GENERAL 1. Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic-signature. If the preparer is a licenses architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code ‘5536. Resubmittals will not be accepted with signatures missing. BAR Response: AS NOTED 2. Provide Planning Division approval for this Project. Please contact Nicole Criste in the Planning Division directly at (760) 777-7132 with questions regarding the following comment(s): a) Planning review pending submittal by applicant of MBA BAR Response: WILL COMPLY, IN PROGRESS 3. Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): BAR Response: IN PROGRESS a) Prior to Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 2 of 18 iii) Compaction Report 4. Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following comment(s): BAR Response: SEE SHEETS 15-18 for comments and responses. ARCHITECTURAL / MEP / STRUCTURAL 1. The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. MISCELLANEOUS COMMENTS 1. Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2. Inadequate information has been provide at this submittal to calculate fees for this project. Fee calculation will be performed with Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY GENERAL 1. Please submit two new stamped & signed complete sets of prints, to: The bldg. department. PLANS 2. The info. As noted on Sht. A1.01, i.e., king/queen/lock-off rooms/communication features/etc. sound like (R1) transient lodging versus (R2) condos; please clarify! BAR Response: Based on the definition of Group R-2 occupancy from CBC 310.4, the occupants in these dwelling units are considered primarily permanent in nature. See revised Dwelling unit schedule, PR- A1.01. City of La Quinta Building Dept has confirmed R2, see attached memo. 3. The allowable number of stories for R-2, using 13-R sprinkler system, is a maximum of two. Table 504.4. Three-story R2 buildings with Type V-B Construction will require NFPA 13 sprinkler systems, provided that the sprinklers are not required for allowable area increases; otherwise, Type V-A Construction is required. Table 504.4. Revise NFPA13R, as noted on Sht. G0.01. BAR Response: As noted, fire sprinkler system designed in accordance with NFPA 13 as required to justify a 3 story Group R-2 occupancy in Type VB construction. See PR-G0.01 and PR-G0.10. LOCATION ON PROPERTY 4. When two or more buildings are on the same property, the buildings shall have an assumed property line (PL) between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. Section 503.1.2. [See the nest few items as well]. BAR Response: See PR-A1.01 site plan for assume PL (fire separation distance). Dimensions provided for all bldg on site. 5. The bldg. floor area includes porch/balcony, etc., with post & beam. See Section 202 for the definition of floor areas. Revise the location of the assumed PL on plans to measure from the edge of the patios with Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 3 of 18 post & beam. Such areas shall be outside of the required fire-separation distance, revise sht. A1.01, accordingly. SLS Response: Fire separation distance should be measured from the face of the building (exterior wall) to the property line. An exterior wall is defined as a wall bearing or nonbearing, that is used as an enclosing wall for a building, other than a fire wall, and that has a slope of 60 degrees or greater with the horizontal plane. Post and beams do not enclose the patios therefore FSD should not be measured from the edge of the patios with post and beam. 6. Show the actual versus allowable unprotected openings & demonstrate how the actual percentages were calculated. Please update this information on Sheet G0.10, as required. [I.e., how was the actual 13% opening calculated and what is the permitted % of unprotected openings for this wall segment]. BAR Response: See PR G0.10 ELEVATION OPENING DIAGRAM. Presenting building as only building that has a Fire Separation Distance of under 10’. 25% allowable, 17% actual. 7. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. See the next few items as well. SLS Response: Buildings and imaginary lot lines have been situated in a manner that FSD measured from the exterior walls to the imaginary lot lines or the center of the public way is 10 feet or greater. As the building are type VB construction, the exterior walls do not require a rating in accordance with Table 602. The south facing wall of building 11 and garages adjacent to the property line; and the north facing walls of the parking garages adjacent to the northern most property line require a 1 hour rating. See site plan, sheet A1.01 for FSD's. All exterior wall assembly provide 1hr min fire resistance, CMU wall provides 2hr, see PR-A8.01. 8. Exterior walls shall have a 30” parapet with they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18” of such parapets shall be noncombustible. BAR Response: 705.11 exception 5.2. The roof is protected with 0.625-inch (16 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of nominal 2-inch (51 mm) ledgers attached to the sides of the roof framing members for a minimum distance of 4 feet (1220 mm). Entire roof provided with Class A roof covering, exceeding Class C minimum requirement. See sheet note #9 PR-A2.03, and typical roof assembly 1 / PR-A8.14. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 4 of 18 9. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: SLS Response: The fire separation distance of all buildings is greater than 5 feet and minimum distance from the line used to determine FSD shall be 40 inches in accordance with the Table 705.2 in the 2019 CBC. According to the 2019 Significant changes to the building code the 2016 edition of the CBC intended to simplify the projection distance requirement by putting them in a table. However that change created a more restrictive requirement, which was determined to have no technical justification. The maximum required separation of 40 inches has been reestablished in Table 705.2 of the 2019 CBC. This approach provides a level of protection as is intended by the 2016 CBC based on the commentary provided in the Significant Changes to the 2019 California Building Code. All projection out of the 40” minimum distance from FSD. 10. Combustible projections locate less than 5’ from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. BAR Response: The south facing eaves of garages adjacent to the south property line; and the north facing eaves of the parking garages adjacent to the northern most property line require a 1 hour rating. Typical projections are 1hr fire rated assembly. See typical garage rake and eave detail, 12,13,14 / PR- A8.14. See typical overhang detail 2 / PR-A8.15. 11. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. SLS Response: In order to justify the 3 stories of Type VB construction an NFPA 13 sprinkler system has been provided for the residence buildings. As such, none of the the openings in the exterior walls are required to be "protected" as the allowable opening percentage for "protected openings" is the same as for "unprotected, sprinklered openings" in accordance with Table 705.8. 12. For buildings on the same lot, opening protectives having a fire-protection rating of not less than ¾-hour shall be provided in every opening that is within a horizontal fire separation distance of 15’ of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. SLS Response: These building are 3 stories above grade and will be equipped throughout with an automatic sprinkler system in accordance with 903.3.1.1 (NFPA 13)which meet exceptions 1 and 2 of Section 705.8.5. The code commentary is clear that the intent of Section 705.8.6 is to protect a taller building from a fire plum in a fire event that has penetrated the roof in an adjacent smaller building. All buildings that have an FSD of less than 15' are the same height buildings they are adjacent and there are no openings in that are within the 15'. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 5 of 18 ACCESSIBILITY 13. Please revise the plans to show compliance with the attached HC provisions. STRUCTURAL 6. Provide a letter from the soils engineer confirming that the foundation/grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. BAR Response: Will comply. Coordinating with Soils engineer. ADDITIONAL 7. PME Approved. 8. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 9. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PRIVATELY FUNDED MULTI-FAMILY DISABLED ACCESS CORRECTION CHECKLIST Note: All Sections referenced are from Title 24 (2016 CBC) APPLICABILITY: Note on the cover sheet of the plans that all units are accessible &/or adaptable on this project: Please provide a response list stating where each item is addressed on plans. SCOPING 1. The California Multi-Family Disabled Access Regulations apply to newly constructed, privately funded, multi-family dwelling units, per Title 24 Section 1.8.2.1.2 and 1102A.1, as follows: a. Condominium buildings having 4 or more dwelling units. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 6 of 18 2. The following are the general accessibility requirements: a. In elevator buildings, all units on all floors must be adaptable and accessible. Section 1102A.3.2. BAR Response: All dwelling units provide at least 1 bathroom, and 1 kitchen on primary entry level. All room or spaces served by accessible route as per 1102A.3.2. SITE DEVELOPMENT/ACCESSIBLE ROUTE OF TRAVEL: · ACCESSIBLE ROUTE OF TRAVEL 3. Accessible routes of travel shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible entrance they serve. The accessible route shall to the extent feasible, coincide with the route for general public. Sec. 1110A.1. BAR Response: As noted, see PR A1.01. accessible route shown from accessible parking stall to bldg. See sheet note #1 / PR A1.01 4. At least one accessible route shall connect accessible buildings facilities, elements and spaces that are on the same site. Section 1110A.1. BAR Response: As noted, See sheet note #2 / PR A1.01. All residential buildings accessible. 5. Where more than one route of travel is provided, all routes shall be accessible. Section 1110A.1.1. Show a legend for this on the plans. BAR Response: As noted, see PR A1.01. accessible route to residential buildings shown in legend. 6. If an accessible route has changes in level greater than ½”, then a curb ramp, or pedestrian ramp shall be provided. Stairs shall not be part of an accessible route. Section 1111A.2. BAR Response: As noted, See sheet note #3 / PR A1.01 · PARKING 7. The plans must indicate if the parking is “assigned” or “not assigned.” Depending on the choice, the following items apply. BAR Response: As noted, see PR G0.01 parking calculations. All parking not assigned. 8. If assigned parking is provided at privately funded multifamily building sites, accessible parking shall be provided for at least 2% of the assigned parking spaces, but not less than one. At least one space of each type of parking facility shall be made accessible even if the total number exceeds 2%. Signage is not required for assigned parking. Section 1109A.4. BAR Response: Not applicable 9. When parking is not assigned to a resident, at last 5% of the parking spaces shall be accessible and provide access to covered multifamily dwellings and facilities. Such parking spaces shall be provided with signage by Section 1109A.8.8. Such signage shall not be blocked from view by a vehicle parked in the space. Section 1109A.5. BAR Response: See PR G0.01 parking calculations. Total of 111 unassigned parking spaces. 11 accessible van stalls provided, 10% of total parking. Exceeding minimum requirement of 5%. Signage, see PR- G0.24. 10. Accessible parking shall be located on the shortest possible accessible route of travel to an accessible building entrance. Section 1109A.7.1. BAR Response: As noted, see PR A1.01. Accessible routes shown. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 7 of 18 11. In facilities with multiple accessible building entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Section 1109A.7.3. BAR Response: As noted, see PR A1.01. Accessible parking spaces dispersed and located near accessible entrances. 12. When practical, the accessible route shall not cross lanes for vehicular traffic. When crossing vehicle traffic lanes is necessary, the accessible route shall be designated and marked as a crosswalk. Sec. 1109A.7.3. BAR Response: As noted, see PR-L1.00. Marked crosswalk provided. Detail on C20.00. 13. A vertical clearance of 8’-2” (measured to the lowest projection from the ceiling) shall be maintained to each required accessible parking space. Section 1109A.8.1. BAR Response: Not applicable. 14. Each accessible space shall be 14’ wide & outlined to provide a 9’ parking area and a 5’ loading & unloading area. The loading and unloading area may be located on either side of the vehicle. Sec. 1109A.8.5.1. BAR Response: As noted, see PR-G0.24 #1. Parking dimensions provided. 15. Two adjacent accessible parking spaces may be provided with a 23’ wide area lined to provide a 9’ parking area on each side of a 5’ loading and unloading area in the center. Section 1109A.8.5.2. BAR Response: not applicable 16. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 8’ wide minimum and shall be designated van accessible with a sign “Van Accessible” mounted below the symbol of accessibility. Alternately, the parking space may be 12’ wide with the access aisle 5’ wide. Section 1109A.8.6. The access aisle shall be located on the passenger side of the vehicle. BAR Response: 11 Van Accessible space provided, 100% of all accessible spaces. See PR A1.01 for locations. Typical accessible parking sign, see 3/PR-G0.24. Parking space dimensions provided, see 1/PR-G0.24 and 1/PR-L5.01. 17. Ramps shall not encroach into any accessible parking space or the adjacent loading/unloading access aisle. Section 1109A.8.2.2. BAR Response: As noted, See PR-L1.00 and PR A1.01. No ramps in parking space or loading aisle. 18. At each parking space, a bumper or curb shall be provided to prevent encroachment of cars over the required width of walkways. Section 1109A.8.2.1. BAR Response: As noted, curb provided at each parking space. See C20.00 for typical curb details. 19. The accessible parking space(s) shall be so located that people with disabilities are not compelled to wheel or walk behind parked cars other than their own. Section 1109A.7.5. BAR Response: As noted, See PR-L1.00 and PR A1.01. 20. Surface slopes of parking spaces for physically disabled shall not exceed ¼”/ft. (2.083 % gradient) in any direction. Section 1109A.8.3. BAR Response: As noted, see sheet note #4 / PR A1.01 21. If a parking lot has unassigned parking spaces, then the accessible parking stalls shall be identified by a sign, complying with Section 1109A.8.8. BAR Response: As noted, typical accessible parking sign, see 3/PR-G0.24. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 8 of 18 · INSIDE THE UNITS: Show step-by-step compliance within all units: · INTERIOR PATHS OF TRAVEL: i.e., update floor plans & details on Sheets A5.01 & A5.02: 22. Every interior opening or passage door in a covered dwelling unit must provide a minimum of 32” net clear opening width between the face of the door and the door stop, when the door is in the 90 degree open position. Section 1132A.3. A 34” door is acceptable, and a standard 6’ sliding glass door is acceptable. BAR Response: 34” width minimum interior opening or passage door provided, see door schedule PR- A2.22 and PRA2.21. All sliding doors exceed 32” min clear opening. 23. A pair of doors must have at least one leaf which provides a clear width of not less than 32”. Sec. 1132A.3. BAR Response: Not applicable, no double swing door used as accessible route. All sliding doors exceed 32” min clear opening. 24. All interior doors shall have a level area on the swing side of the door that extends 18” past the strike edge of the door. Section 1132A.5.2. BAR Response: As noted, interior doors provides level area 18” past strike edge. See dashed clearances on enlarged floor plans, PR-A4.01 through PR-A4.05. 25. Interior doors shall provide a minimum length on both sides of the door of at least 42”. Section 1132A.5.1. For doors providing a clear opening width of only 34”, this landing may be reduced to 39”. BAR Response: As noted, interior doors provides minimum length on both side of door of at least 42”. See floor plans, PR-A2.01 and PR-A2.02. 26. The landing on the dwelling unit side of the primary entry door shall have a minimum length of not less than 44”. Section 1132A.5.1. BAR Response: As noted, see dashed clearances on floor plans, PR-A2.01 and PR-A2.02. 27. Interior passage doors shall have hardware centered between 30” and 44” above the floor and be openable with a single effort by lever type hardware. Section 1132A.8. BAR Response: As noted, see sheet note #7 on PR-A2.21 and PR-A2.22. 28. The bottom 10” of all doors shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Section 1132A.9. BAR Response: As noted, see sheet note #16 on PR-A2.21 and PR-A2.22. · BATHROOMS: Please revise the floor plans to show compliance in all the bathrooms & powder rooms, i.e., show how the shower door does not interfere with the required clear floor space: 29. Bathrooms shall be designed to comply with one of the following options, per Section 1134A.1: a. Option 1. All bathrooms within the dwelling unite shall be designed to comply with the following: i. Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii. Bathtubs shall comply with Section 1134A.5. iii. Showers shall comply with Section 1134A.7. iv. Water closets shall comply with Section 1134A.7. v. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi. Bathrooms shall be provided with an accessible route into and through the bathroom. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 9 of 18 vii. If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). viii. A minimum 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. ix. Switches, outlets, and controls shall comply with Section 1142A. x. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4 b. Option 2. Only one bathroom within the dwelling unit shall be designed to comply with the following: BAR Response: Option 2 provided. One bathroom per dwelling unit provided with adaptable features. All other bathrooms to comply with items #8-12. i. Toilet, bathing and shower facilities shall comply with Section 1134A.4. ii. Bathtubs shall comply with Section 1134A.5. iii. Showers shall comply with Section 1134A.6. iv. Water closets shall comply with Section 1134A.7. v. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. vi. Where both a tub and shower are provided in the bathroom, at least one shall be made accessible. See Section 1134A.5 for bathtubs, or Section 1134A.6 for showers. vii. When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. viii. Bathrooms shall be provided with an accessible route into and through the bathroom. ix. If a door is provided, it shall comply with the requirements of Section 1132A.5 (this requires a landing depth of 42” on each side of the door). x. A minimum of 18” clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. xi. Switches, outlets, and controls shall comply with Section 1142A. xii. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. xiii. When option 2 is used, all additional bathrooms must comply with items viii through xii above. 30. Per Section 1134A.3, all “powder rooms” located on floor levels required to be accessible shall comply with items 1 through 6 of this section. When the powder room is the only toilet facility located on an accessible level, it shall comply with items 1 through 7 of this section. Also, the generic details as printed on Sheet G0.21 do not match the floor plans on Sht. A5.01: BAR Response: See #4,5 / PR-A5.01 for powder room compliance. 1. Accessible Route. Powder rooms shall be provided with an accessible route into and through the powder room and shall comply with Section 1134A.4. 2. Doors. If a door is provided it shall comply with the requirements of Section 1132A.5 (this requires a strike-clearance of at least 18” and a landing depth of 42” on each side of the door). 3. Water Closets. Water closets shall comply with Section 1134.7. 4. Lavatories, Vanities, Mirrors and Towel Fixtures. Lavatories, vanities, mirrors and towel fixtures shall comply with 1134A.8. 5. Strike Edge Maneuvering Space. Bathing and toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person using wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. This means the door swing shall not interfere with the clear floor space; show compliance on 5/A5.01 & for shower doors. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 10 of 18 6. Accessible Switches, Outlets & Controls. Switches, outlets & controls shall comply with Sec. 1142A. 7. Reinforced Walls for Grab Bars. Reinforced walls to allow for the future installation of grab bards around the toilet, tub and shower shall comply with Sections 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Section 1127A.4. 31. 1134A.4 Sufficient Maneuvering Space. Bathing & toilet facilities required to be adaptable shall provide sufficient maneuvering space for a person on a wheelchair or other mobility aid to enter & close the door, use the fixtures, reopen the door and exit. Where the door swings into the bathroom or powder room, there shall be a clear maneuvering space outside the swing of the door of at least 30” by 48” within the room. The clear maneuvering space shall allow the user to position a wheelchair or other mobility aid clear of the path of the door as it is closed and to permit use of fixtures. Doors may swing into the required clear space at any fixture when a clear maneuvering space is provided outside the swing arc of the door, so it can be closed. Maneuvering spaces ma include & knee space or toe space available below bathroom fixtures. BAR Response: As noted, see PR-A5.01 through PR-A5.03 32. 1134A.5 Bathtubs. Bathtubs required to be accessible shall comply with this section. BAR Response: As noted, see PR-A5.01 through PR-A5.03 a. Floor Space. There shall be a minimum clear floor space 48” parallel by 30” perpendicular to the side of a bathtub or bathtub-shower combination (measured from the foot or drain end of the bathtub) to provide for the maneuvering of a wheelchair and transfer to and from the bathing facilities. The area under the lavatory may be included in the clear floor space provided the knee and toe space comply with Section 1134A.8. Cabinets under lavatories and toilets shall not encroach into the clear floor space. b. Reinforced Walls for Grab Bars. A bathtub installed without surrounding walls shall provide reinforced areas for the installation of floor-mounted grab bars. Where a bathtub is installed with surrounding walls, grab bar reinforcement shall be located on each end of the bathtub, 32” to 38” above the floor, extending a minimum of 24” from the front edge of the bathtub toward the back wall of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. Grab bar reinforcement shall be installed on the back wall of the bathtub a maximum 6” above the bathtub rim extending upward to at least 38” above the floor. Grab bar backing shall be installed horizontally to permit the installation of a 48” grab bar with each end a maximum of 6” from the end walls of the bathtub. The grab bar reinforcement shall be a minimum of 6” nominal in height. c. Bathtub Controls. Faucet controls and operation mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls and operation mechanisms shall be no greater than 5 pound-force. Lever operated, push-type and electronically controlled mechanisms are examples of acceptable designs. 33. 1134A.6 Showers. Showers required to be accessible shall comply with this section. BAR Response: 1134A.6, 1, option 1.2. 30 inches deep by 60 inches wide (762 mm by 1524 mm) with an entrance opening of at least 60 inches (1524 mm). See PR-A5.01 through PR-A5.03 a. Size. When a shower stall is provided, at least one shower stall shall measure at least 42” wide by 48” deep with an entrance opening of at least 36”. The maximum slope of the shower floor shall be 1/2'”/ft. in any direction and shall slope toward the rear to a drain located within 6” of the Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 11 of 18 rear wall. The floor surfaces shall be grit-faced tile or a material providing equivalent slip resistance. b. Floor Space. A clear maneuvering space at least 30” in width by 48” in length shall be located outside the shower, flush and parallel to the control wall. c. Reinforced Walls for Grab Bars. Grab bar reinforcement shall be installed continuous in the walls on showers 32” to 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. Glass-walled shower stalls shall provide reinforcement for installation of floor mounted or ceiling mounted grab bars. d. Thresholds. When a threshold (a recessed drop) is used, it shall be maximum of ½” in height and have a beveled or slopped angle not exceeding 45 degrees from the horizontal. e. Shower Controls. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5-lbs-force. Lever operated, push-type and electronically controlled mechanism are examples of acceptable designs. 34. 1134A.7 Water Closets. Water closets in bathrooms or powder rooms required to be accessible shall comply with this section. As noted, see PR-A5.01 through PR-A5.03 a. Floor Space. The water closet shall be in a space a minimum of 48” in clear width with a 36” minimum clear space provided in front of the water closet. This space may include maneuverable space under a lavatory, if provided and arranged so as not to impede access. Exception: The 48” clear width may be reduced to 36” for lavatories and cabinets located immediately adjacent to a water closet which extend no more than 24” in depth. b. Water closets shall be located within bathrooms in a manner that a grab bar to be installed on one side of the fixture. The centerline of the water closet shall be 17” to 18” from a grab bar wall. In locations where water closets are adjacent to non-grab bar walls, the centerline of the fixture shall be a minimum of 18” from the obstacle. The other (non-grab bar) side of the water closet shall be a minimum of 18” from the obstacle. c. Reinforced Walls for Grab Bars. Where the water closet is not placed adjacent to a side wall, the bathroom shall have provisions for installation of floor mounted, foldaway, or similar alternative grab bars. Where the water closet is placed adjacent to a side wall, reinforcement is installed at the back; it shall be installed between 32” and 38” above the floor. The grab bar reinforcement shall be a minimum of 6” nominal in height. d. Seat Height. The minimum height of water closet seats shall be 15” above the floor. e. Water Closet Controls. Water closet Controls shall be mounted no more than 44” above the floor. The force required to activate controls shall be no greater than 5 pound-force. 35. 1134A.8 Lavatories, Vanities, Mirrors and Towel Fixtures. Bathrooms or powder rooms required to be accessible shall have at least one accessible lavatory. Where mirrors and towel fixtures are provided, at least one of each shall be accessible. As noted, see PR-A5.01 through PR-A5.03. Accessible lavatory detail, see 2 / PR-9.14. a. Location. Vanities and Lavatories shall be installed with the centerline of the fixture a minimum of 18 inches horizontally from an adjoining wall or fixture to allow for forward approach. When parallel approach is provided, lavatories shall be installed with the centerline for the fixture a minimum of 24” horizontally from an adjoining wall or fixture. The top of the fixture rim shall be a minimum of 34” above the finished door. b. Floor Space. A clear maneuvering space at least 30” by 48” shall be provided at lavatories and shall be centered on the lavatory. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 12 of 18 c. Cabinets. Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a wheelchair and lavatory cabinets are designed with adaptable knee and toe space. d. Knee and Toe Space. Knee and toe space shall be provided as follows: i. The knee space shall be at least 30” wide by 8” deep. ii. The knee space shall be at least 29” high at the front face and reducing to not less than 27” at a point 8” back from the front edge. iii. The knee and toe space required in this section shall be provided by one of the following: a) The space beneath the lavatory shall be left clear and unobstructed. b) Any cabinet beneath the lavatory shall be removable without the use of specialized knowledge or specialized tools or, c) Doors to the cabinet beneath the lavatory shall be removable or openable to provide the required unobstructed knee and toe space. iv. The toe space required in this section shall be provided as follows: a) Shall be at least 30” wide and centered on the lavatory. b) Shall be at least 17” deep, measured from the front edge. c) Shall be at least 9” high from the floor. e. Finished Floor. The finished floor beneath the lavatory shall be extended to the wall. f. Plumbing Protection. Hot water and drain-pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. g. Lavatory Faucet Controls. Faucet controls and operation mechanism shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5lbs-force. Lever operated. Push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. h. Mirrors and Towel Fixtures. Where mirrors or towel fixtures are provided, they shall be mounted with the bottom edge no higher than 40” from the floor. · KITCHENS 36. Base cabinets directly under the kitchen sink counter area, including toe board and shelving shall be removable without special knowledge or tools. Finishing flooring shall be provided on the floor beneath the countertop. There is no exception to this requirement. Section 1133A.3. BAR Response: See sheet note #12 on PR-A2.01, and PR-A2.02. Removable kitchen sink base cabinet details, see #6, 16 / PR-A9.14. 37. A minimum linear length of 30” of countertop shall be provided for the kitchen sink, and a minimum linear length of 30” of countertop shall be provided for a work surface, both of which shall be designed to enable repositioning to a minimum height of 28” Section 1133A.4. BAR Response: Min linear length of counter noted, see sheet note #13 PR-A2.01, and PR-A2.02. Using exemption 2. Quartz countertop provided, see detail #7/PR-A9.14 Exceptions: i. Only 5% of covered dwelling units are required to comply with the repositionable countertop requirements. ii. Stone, cultured stone, and tiled countertops may be used without meeting the repositioning requirements. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 13 of 18 iii. In covered dwelling units, two 15” minimum width breadboards may be provided in lieu of the required 30” of countertop work surface. 38. The following additional provisions shall be met if repositioning of countertops is required: (Sec. 1133A.4.1): BAR Response: Not applicable, Stone, cultured stone and tiled countertops may be used without meeting the repositioning requirements. See 7 /PR-A9.14, “QUARTZ SURFACING COUNTERTOP” i. Base cabinets, directly under sink and work surface counter areas, shall be removable to provide clearance for a wheelchair. ii. Finished flooring shall be installed on the floor beneath such countertop. iii. The side and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material, appropriate for such used. 39. Water supply and drainpipes under kitchen sinks shall be insulated or otherwise covered. Sec. 1133A.7.1. BAR Response: As noted, see details #2, 6, 11, 16 /PR-A9.14. See sheet note #14 PR-A2.01, and PR- A2.02 40. Kitchens shall have a minimum clear width measured between any cabinet, countertop or appliance as follows, per Section 1133A.2.1: BAR Response: See enlarged floor plans, PR-A4.01 through PR-A4.05. 48” clearance provided. a. U-shaped kitchens, designed with parallel approach at a range or cooktop located at the base of the U, shall have a minimum clear width of at least 60”. b. U-shaped kitchens, designed with a cooktop or sink located at the base of the U, shall have a clear width of at least 48”. c. All other kitchen designs shall provide a minimum clear width of at least 48”. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 14 of 18 Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 15 of 18 April 24, 2020 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCPR2019-0011 Response to 2nd Fire Plan Review Comments Riverside County Fire Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated 4/24/20. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 2. List of Companies providing responses: BAR – BAR Architects (Architectural) SLS – SLS Fire (Fire & Life Safety) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. 1. Plans identify a change in proposed occupancy classification from R-1 to R-2. R-2 occupancies are characteristic of non-transient use for 31 days or more consecutively by a tenant. Throughout the plans, “Lock-off” sleeping units are shown with their own separate entry from the associated dwelling unit. In this configuration, it would not be acceptable to identify as R-2 occupancy use. SLS RESPONSE: Based on the definition of Group R-2 occupancy from CBC 310.4, the occupants in these dwelling units are considered primarily permanent in nature. The CBC does not restrict the number of means of access/egress provided for a dwelling unit. The proposed configuration is conservative we have provided more than the code mandated minimum required means of egress for the dwelling units. Overall, the proposed configuration provides a higher level of protection for occupants within the building than the code mandated minimums and is compliant with the prescriptive requirements of Chapter 10 of the CBC. City of La Quinta Building Dept has confirmed R2, see attached memo. 2. Sheet G0.01 and G0.10 identify a NFPA 13R fire sprinkler as required and proposed. Per the allowable height increase noted in CBC Table 504.3 and 506.2, Footnote S or SM in those respective tables identify a minimally required fire sprinkler system in compliance with CBC 903.3.1.1 (NFPA 13) would be required. SLS RESPONSE: Fire sprinkler system designed in accordance with NFPA 13 as required to justify a 3 story Group R-2 occupancy in Type VB construction. See PR-G.01 and PR-G.10. 3. Plans identify a single exterior egress stairway. a. This exterior egress stairway shall comply with all applicable requirements of CBC Chapter 10, Section 1006.3 and Section 1027. SLS RESPONSE: A single means of egress is permitted in accordance with CBC 1006.3.2(1). The stair will be constructed as an exterior exit stair in accordance with CBC 1027. Egress does not span through more than a single story (from the roof deck to level 3) prior to an occupant reaching an exit. All applicable requirements of Chapter 10 have been met. b. Section 1006.3 advises that “the path of egress travel to an exit shall not pass through more than one adjacent story. Occupants on the Roof Deck and Level 3 must utilize the exterior exit stairway which forces them to exit at Level 2 Egress Balcony and re-enter the exterior exit Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 16 of 18 stairway by means of 2 or more doors prior to completing at the ground floor level. This is not appropriate. SLS RESPONSE: Additional landing at Level 2 and 3 within the exit enclosure provided. Means of egress travel within the rated enclosure is not limited. See PR-A7.01. c. Plans reference Section 1006.3.2 and Table 1006.3.2(1) for application of a Single Exit for the R-2 occupancy use. In reviewing the applicable footnotes, footnote b. identifies that this table is “used for R-2 occupancies consisting of dwelling units. For R-2 occupancies consisting of SLEEPING UNITS, use Table 1006.3.2(2).” *Table 1006.3.2(1) should not be considered where Lock-off units are proposed. SLS RESPONSE: Floor plans indicate bedrooms within dwelling units. Additional exits from bedrooms are permitted and the bedroom would be considered a portion of the “dwelling unit” as opposed to being considered a sleeping unit. d. Plans reference Section 1027.6 but do not include other applicable sub-sections of 1027 EXTERIOR EXIT STAIRWAYS. Give appropriate attention to Section 1027.3 OPEN SIDE and 1027.5 LOCATION. SLS RESPONSE: Openness is shown on Sheet PR-A7.02, see staircase elevations. Not less than 35 SF of openness has been provided in accordance with CBC 1027.3. Composite wood shade screen, provide more than 70% clear air per SF. See percentage open on stair elevations PR- A7.02. Reference axon diagram 9 / A7.02 Location of the exterior exit stair complies with CBC 1027.5. No portions of the building are within 10 feet of the unprotected portion of the exit stair. Please note FSD is measured at right angles from the exterior face of the wall. See the image below showing compliance with CBC 1027.5. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 17 of 18 4. Utilizing the details on Sheet A7.01, the exit stairway doors shall provide a minimum 32-inch clear opening when measured from the face of the door and the stop while open at 90-degrees. *A 32-inch door is shown, but when open at 90-degrees, the opening is scale-measured to be 31-inches. SLS RESPONSE: Door has been updated to provide not less than 32 inch clear width. See PR-A7.01 5. Plans provide Allowable Area calculations that include Frontage Increase. The notes do not identify which of the building (most restrictive) was used for the calculation method. Confirm that all are compliant with the Frontage Increase requirements. SLS RESPONSE: The frontage was calculated using Building 1 as it was deemed to be most restrictive. See attached SLS calculation narrative and frontage diagram and PR-G0.10. 6. The interior stairway landing in upper Dwelling Unit C shall comply with CBC 1011.6. Sheet A4.03 shows 33- inch dimensioned upper landing as affected by the elements of the Fireplace construction. 36-inches shall be provided. SLS RESPONSE: 36 inch provided. See A4.03 7. Sheet G0.11 identifies a “Corridor” on Level 2 and 3 at the void space of the exterior exit stairway. Please clarify, remove or update. SLS RESPONSE: Removed tags. See PR-G0.11 8. Identify/list which buildings are “Mirrored”. BAR RESPONSE: See PR-A1.01, dwelling unit schedule, mirrored buildings noted. 9. Identify the location of the fire sprinkler riser. If located within a concealed room, it shall comply with RVC Fire Information Bulletin #06-07. a. The garages are identified as having proposed fire sprinkler system installed as well. SLS RESPONSE: Garages are not required to be sprinklered. Code Sheet G0.01 updated to clarify sprinklers are not provided. City of La Quinta does not require sprinklers for building smaller than 3,600 SF. Additionally, private garages are not required to be provided with sprinklers when they are not attached to a Group R-3 occupancy per CBC 903.2.18. 10. Plans do not identify the (1) size, (2) classification, (3) location and (4) installation method of required portable fire extinguishers in compliance with CFC 906. Show on plans. SLS RESPONSE: Providing extinguishers within each dwelling unit in accordance with CBC 906.1. See reflected ceiling plans PR-A6.01 through PR-A6.12. Extinguisher provided on the occupied roof decks where open burning or open flames are present (fire pits). 20A:20B:C extinguisher be provided for each roof deck. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCPR2019-0011 Building Permit First Round Plan Check Responses 4/24/20 Page 18 of 18 11. Sheet A2.21 and A2.22 provides the door schedule. No details or information about the hardware was provide efficiently. BAR RESPONSE: Door hardware notes provided in schedule, indicated any closer, lock/latch and fire rating required. Door lever return noted in #15 general notes. 12. On sheet A7.11, detail 1 shows the exterior stairway wall facing the egress balcony. It is recommended to add signage to identify the different doors accessing which direction of stairway travel. *This stairway arrangement is not currently permitted and may be updated, therefore this correction item may not apply. SLS RESPONSE: This item has been resolved by responding to item 3A. Single egress provided. 13. Unit B3, D3 and E3 appear to not be provided with emergency egress lighting within the sleeping unis where other sleeping units and the dwelling units are provided. Clarify. SLS RESPONSE: The PR do not include “sleeping units”. All portions of the PR project are considered dwelling units. Illumination is not required to be provided in dwelling units that are part of a Group R-2 occupancy in accordance with CBC 1008.2, Exception 3. 14. Due to the unique arrangement of the shared (double) lock-off doors connecting a sleeping unit to the Living Space of the Dwelling Unit – it is recommended to additional Carbon Monoxide detectors at these locations. They should be located on the Living Space side of the shared lock-off doors. SLS RESPONSE: CO detection shall be provided in accordance with CBC 915.2.1. CO detection will be provided outside each bedroom on the living space side. See reflected ceiling plans PR-A6.01 through PR- A6.12 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: 5-21-2020 APPLICANT JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0011.e.RC2 SET: III PROJECT ADDRESS: 79179 AHMANSON LANE PROJECT NAME: PENDRY BRANDED RESIDENCES The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. By: Erich A. Kuchar, P.E. Enclosures: EsGil 4/03 1 Sam Chan From:AJ Ortega <Aortega@laquintaca.gov> Sent:Friday, February 28, 2020 12:22 PM To:John Gamlin Cc:Sam Chan; Bill Engle; Earl Wilson; Stephen Gaines; Josh Apolenis; Danny Castro Subject:RE: SilverRock, Pendry Residences - Meeting with City of LQ Building Dept to Discuss Finalization of AMMR John, We have reviewed the option to have the Pendry Residences Use and Occupancy Classification be a Residential Group R-2, and determine it to be acceptable. This option is in agreement with the overall projects entitlement for the PA-6 area and has also been accepted by the consulting plan review firm EsGil. This will change how the building was previously reviewed for compliance, including changing from 11B Public Accommodation requirements to 11A Housing Accessibility. The other critical item discussed at our meeting was how the plans will reestablish the non-hotel appearance, I mentioned then it may be detailing what is included within ownership but obviously that will be up to you decide how that gets shown. Please also keep in mind, which we only touched on briefly at the meeting, was the code definition of the units, Dwelling Units include provisions for both sanitation and kitchen facilities but Sleeping Units only have one not both. Those definitions will be important in allowing the building to go forward with one exit based on compliance with Section 1006.3.2 and the associated tables 1006.3.2(1) [Dwelling Units] or 1006.3.2(2) [Sleeping Units] for unit types within R-2 Occupancies. If this is satisfactory with the development group please have the plans revised accordingly, or else please let us know your concerns and if necessary we can setup a meeting to discuss it further. AJ From: John Gamlin <John@therobertgreencompany.com> Sent: Wednesday, February 19, 2020 11:31 AM To: AJ Ortega <Aortega@laquintaca.gov> Subject: RE: SilverRock, Pendry Residences - Meeting with City of LQ Building Dept to Discuss Finalization of AMMR ** EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. ** AJ, looks good. See you then. Sent from Mail for Windows 10 From: AJ Ortega <Aortega@laquintaca.gov> Sent: Wednesday, February 19, 2020 11:01:45 AM To: John Gamlin <John@therobertgreencompany.com> Subject: RE: SilverRock, Pendry Residences - Meeting with City of LQ Building Dept to Discuss Finalization of AMMR John, 2 Sorry I have been sending this to additional people, just want to make sure we have the right people in the room, I also confirmed a meeting room, the West Conference – Let me know if anything needs to change. AJ -----Original Appointment----- From: AJ Ortega Sent: Wednesday, February 19, 2020 7:21 AM To: John Gamlin Subject: Accepted: SilverRock, Pendry Residences - Meeting with City of LQ Building Dept to Discuss Finalization of AMMR When: Thursday, February 20, 2020 1:30 PM-3:00 PM (UTC-08:00) Pacific Time (US & Canada). Where: City of La Quinta