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BCOM2021-0094
Description: SILVERROCK / 22,846SF SHARED SERVICES BUILDING Type: BUILDING COMMERCIAL Subtype: OTHER NON- Status: ISSUED Applied: 9/14/2021 AOR (WEB) RESIDENTIAL Approved: 10/14/2021 AHI Parcel No: 777490011 Site Address: 52049 SILVERROCK WY LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 10/14/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,550,052.80 Occupancy Type: Construction Type: Expired: 11/22/2022 DCL No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 22,846SF MEETING CENTER BUILDING [VB/A-3-B/282-OL/CLASS A-FR/NFPA 13] THIS PERMIT DOES NOT INCLUDE WATER FEATURE, BLOCK WALLS, EXTERIOR SITE LIGHTING OR FIRE SPRINKLER SYSTEM. DIF AND TUMF ASSESSED AT THE PER GUESTROOM RATE ON SEPARATE HOTEL BUILDING PERMITS. MSHCP ASSESSED FOR ENTIRE SITE, INCLUDING ADJACENT PARKING LOT. 2016 CALIFORNIA BUILDING CODES. Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED Conditions for issuance are the School Fee READY TO ISSUE AJ ORTEGA 9/17/2021 10/14/2021 10/14/2021 PENDING Payment and Release from Public Works. CHECKLIST PAD CERT AND COMPACTION RECEIVED CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 JOSH @THEROBERTG RE ENCOMPANY.COM CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER IRVINE CA 92618 KCARLISLE@RDOLSON. DR. STE 1200 COM Printed: Tuesday, July 19, 2022 8:55:18 AM 1 of 13 _.:#_?_wSYSiEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $7,750.26 $7,750.26 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI COMMERCIAL Total Paid for ART IN PUBLIC PLACES - AIPP: $7,750.26 $7,750.26 BSAS SB1473 FEE 1 101-0000-20306 1 0 1 $63.00 1 $63.00 1 10/14/21 1 R67289 1639 CHECK SILVERROCK PHASE 1 AHI Total Paid for BUILDING STANDARDS ADMINISTRATION $63.00 $63.00 BSA: 101-0000-42600 ($110.55) ($110.55) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($93.38) ($93.38) 9/14/21 OFFSET OFFSET AOR NON-RESIDENTIAL, EA 101-0000-42403 0 $442.75 $442.75 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI ADDITIONAL 2,OOOSF NON-RESIDENTIAL, EA 101-0000-42600 0 $118.03 $118.03 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI ADDITIONAL 2,000SF PC NON-RESIDENTIAL, 101-0000-42403 0 $110.55 $110.55 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF COMPANY NON-RESIDENTIAL, 101-0000-42403 0 $10.20 $10.20 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI FIRST 2,000SF NON-RESIDENTIAL, 101-0000-42600 0 $93.38 $93.38 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF PC COMPANY Total Paid for ELECTRICAL - NEW CONSTRUCTION 2019: $570.98 $570.98 FIRE NEW 101-0000-42420 0 $483.00 $483.00 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI COMMERCIAL PC Total Paid for FIRE FEES: $483.00 $483.00 101-0000-42600 1 1 ($40.26) ($40.26) 9/14/21 OFFSET OFFSET AOR Printed: Tuesday, July 19, 2022 8:55:18 AM 2 of 13 RWYSiEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($321.96) ($321.96) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($5.37) ($5.37) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($40.25) ($40.25) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($26.85) ($26.85) 9/14/21 OFFSET OFFSET AOR AIR HANDLER 101-0000-42402 0 $120.75 $120.75 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI AIR HANDLER PC 101-0000-42600 0 $40.26 $40.26 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY CONDENSER/COMPRES 101-0000-42402 0 $483.00 $483.00 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI SOR CONDENSER/COMPRES 101-0000-42600 0 $321.96 $321.96 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR SOR PC COMPANY EVAPORATIVE COOLER 101-0000-42402 0 $13.42 $13.42 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI EVAPORATIVE COOLER 101-0000-42600 0 $13.42 $13.42 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR PC COMPANY EXHAUST HOOD 101-0000-42402 0 $13.42 $13.42 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI EXHAUST HOOD PC 101-0000-42600 0 $5.37 $5.37 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY OTHER MECHANICAL 101-0000-42402 0 $40.25 $40.25 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI EQUIPMENT OTHER MECHANICAL 101-0000-42600 0 $40.25 $40.25 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR EQUIPMENT PC COMPANY VENT FAN 101-0000-42402 0 $67.10 $67.10 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI VENT FAN PC 101-0000-42600 0 $26.85 $26.85 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY Total Paid for MECHANICAL 2019: $737.94 $737.94 Printed: Tuesday, July 19, 2022 8:55:18 AM 3 of 13 __ _.:#rwSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY MULTI -SPECIES COMM/INDUSTRIAL - 101-0000-20310 0 $76,630.95 $76,630.95 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI 2021 UPDATE Total Paid for MULTI -SPECIES COMM/INDUSTRIAL - 2021 $76,630.95 $76,630.95 UPDATE: NEW CONSTRUCTION 101-0000-42400 0 $7,605.64 $7,605.64 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI PERMIT 2019 Total Paid for NEW CONSTRUCTION PERMIT 2019: $7,605.64 $7,605.64 101-0000-42600 ($4,597.39) ($4,597.39) 9/14/21 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42600 0 $4,597.39 $4,597.39 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR PLAN CHECK 2019 COMPANY Total Paid for NEW CONSTRUCTION PLAN CHECK 2019: $0.00 $0.00 PLAN CHECK DEPOSIT - 101-0000-42600 1 $6,210.28 $6,210.28 9/14/21 R66848 CTAAEC478 TRUST THE ROBERT GREEN AOR COMMERCIAL ACCOUNT COMPANY Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $6,210.28 $6,210.28 101-0000-42600 ($5.37) ($5.37) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($18.78) ($18.78) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($778.36) ($778.36) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($26.83) ($26.83) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($93.94) ($93.94) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($24.15) ($24.15) 9/14/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 9/14/21 OFFSET OFFSET AOR BACKFLOW DEVICE 101-0000-42401 0 $13.42 $13.42 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI BACKFLOW DEVICE PC 101-0000-42600 0 $5.37 $5.37 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY BUILDING SEWER 101-0000-42401 0 $26.83 $26.83 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI Printed: Tuesday, July 19, 2022 8:55:18 AM 4 of 13 __ _.:#?wSYSiEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BUILDING SEWER PC 101-0000-42600 0 $18.78 $18.78 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY FIXTURE/TRAP 101-0000-42401 0 $778.36 $778.36 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI FIXTURE/TRAP PC 101-0000-42600 0 $778.36 $778.36 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY GAS SYSTEM, 5+ 101-0000-42401 0 $40.25 $40.25 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $26.83 $26.83 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR OUTLETS PC COMPANY ROOF DRAIN 101-0000-42401 0 $93.94 $93.94 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI ROOF DRAIN PC 101-0000-42600 0 $93.94 $93.94 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR COMPANY WATER HEATER/VENT 101-0000-42401 0 $40.26 $40.26 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI WATER HEATER/VENT 101-0000-42600 0 $24.15 $24.15 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR PC COMPANY WATER SYSTEM 101-0000-42401 0 $13.42 $13.42 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI INST/ALT/REP WATER SYSTEM 101-0000-42600 0 $13.42 $13.42 9/14/21 R66849 DEPOSIT THE ROBERT GREEN AOR INST/ALT/REP PC COMPANY Total Paid for PLUMBING 2019: $1,006.48 $1,006.48 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 SMI -COMMERCIAL 1 101-0000-20308 1 0 $434.01 $434.01 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI Total Paid for STRONG MOTION INSTRUMENTATION SMI: $434.01 $434.01 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 10/14/21 R67289 1639 CHECK SILVERROCK PHASE 1 AHI ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 Printed: Tuesday, July 19, 2022 8:55:18 AM 5 of 13 __ _.:#_?_wSYSiEMS TOTALS: $101,518.5J6,�m $101,518.54 SEQID 7 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE 10/19/2021 6:01 AM R D OLSON CONSTRUCTION INC Please meet at the Montage Trailer to initiate Inspection. Contact Name: R D OLSON CONSTRUCTION INC UNDERGROUND ELEC AMOR 10/20/2021 10/20/2021 APPROVED eTRAKiT Inspection Site Address: 52049 SILVERROCK WY Request Phone:9496871498 e-Mail: jbloom@rdolson.com 1. Under ground electrical conduit from main switchgear going east towards the y is o k. 11/24/2021 7:37 AM R D OLSON CONSTRUCTION INC OCC_Shared Services Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY UNDERGROUND PLBG DCL 11/30/2021 11/30/2021 PARTIALLY Please call me upon arrival phone: 9494024806 APPROVED 949-402-4806 a -Mail: josborn@rdolson.com - UNDERGROUND PLUMBING AT SHARED SERVICES RESTROOMS AND EMPLOYEE DINNING. SEE SS-P03.301 FOR APPROVED AREAS. Printed: Tuesday, July 19, 2022 8:55:18 AM 6 of 13 __ _.:RWYSiEMS GREASEINTERCEPTOR FOOTINGS DCL JFU 11/30/2021 1/14/2022 11/30/2021 1/14/2022 PARTIALLY APPROVED DISAPPROVE D Please call me upon arrival 949-402-4806 Please give me a call upon arrival 11/24/2021 7:37 AM R D OLSON CONSTRUCTION INC OCC_Shared Services Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: josborn@rdolson.com - SHARED SERVICES BUILDING UNDERGROUNDS TO INTERCEPTOR UP TO POINT OF CONNECTION TO CIVIL. SEE SS P02.101 FOR APPROVED AREAS. 1/12/2022 7:39 AM R D OLSON CONSTRUCTION INC OCC site Jason 949-402-4806 Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: josborn@rdolson.com Printed: Tuesday, July 19, 2022 8:55:18 AM 7 of 13 __ _.:N-r-wSYSiEMS -PROVIDE FOR ACCEPTANCE OF SSTB BOLTS IN LIEU OF THREADED BOLTS (ALL SSTB24 VIEWED ON SITE TODAY) -PROVIDE FORM CERTIFICATION BY LICENSED ENGINEER OR SURVEYOR -REVISE PLANS FOR NEW CMU WALL ALONG WEST SIDE OF LOADING DOCK AS FOOTINGS JFU 1/14/2022 1/14/2022 DISAPPROVE Please give me a call upon CONSTRUCTION DOES NOT MATCH D arrival APPROVED PLAN -INSPECTION DID NOT INCLUDE SLAB, STEEL TEMPLATES THAT WILL BE PLACED AT A LATER TIME ABOVE LOW FOOTINGS AT LOADING DOCK, NOR GENERATOR AREA AT NORTHEAST CORNER OF BUILDING FROM GRIDLINE S-2 TO THE NORTH AND FROM THE SWITCH GEAR ROOM TO THE EAST 1/24/2022 2:04 PM R D OLSON CONSTRUCTION INC Re -inspect Shared Service footings/ holdowns. Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: josborn@rdolson.com PARTIALLY Please call me upon arrival FOOTINGS JFU 1/25/2022 1/25/2022 APPROVED 949-402-4806 -INSPECTION DID NOT INCLUDE SLAB, STEEL TEMPLATES THAT WILL BE PLACED AT A LATER TIME ABOVE LOW FOOTINGS AT LOADING DOCK, NOR GENERATOR AREA AT NORTHEAST CORNER OF BUILDING FROM GRIDLINE S-2 TO THE NORTH AND FROM THE SWITCH GEAR ROOM TO THE EAST. -REVISE PLANS FOR NEW CMU WALL ALONG WEST SIDE OF LOADING DOCK AS CONSTRUCTION DOES NOT MATCH APPROVED PLAN Printed: Tuesday, July 19, 2022 8:55:18 AM 8 of 13 RWSYSiEMS 2/10/2022 6:26 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY Phone:9494024806 SLAB JFU 2/11/2022 2/11/2022 PARTIALLY Please call when you a -Mail: josborn@rdolson.com APPROVED arrive PARTIAL APPROVAL --ALL SLAB PORTIONS FROM GRIDLINE S.3 TO THE SOUTH ONLY. ALTERNATE SLAB REINFORCEMENT APPROVED PER RFI FROM CLUBHOUSE, REFERENCED GEOTECHNICAL REPORT & REVISED PLANS ON SITE. 2/10/2022 3:37 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC BOND BEAM DCL 2/14/2022 2/14/2022 PARTIALLY Please call upon arrival Site Address: 52049 SILVERROCK WY APPROVED Phone:9494024806 e-Mail: josborn@rdolson.com FIRST LIFT AT EAST LOADING DOCK WALL - SHATED SERVICES BUILDING. 2/28/2022 1:02 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION BOND BEAM DCL 3/1/2022 3/1/2022 PARTIALLY Please cal upon arrival INC APPROVED Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: josborn@rdolson.com Printed: Tuesday, July 19, 2022 8:55:18 AM 9 of 13 __ _.:#?WSYSiEMS - WEST LOADING DOCK COMBINATION BOND BEAM DCL 3/1/2022 3/1/2022 PARTIALLY Please cal upon arrival WALL RETAINING, FIRST LIFT. REQUEST APPROVED RETAINING TOP OUT BOND BEAM INSPECTION WHEN READY. 2/28/2022 9:03 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: josborn@rdolson.com FOOTINGS DCL 3/1/2022 3/1/2022 PARTIALLY Please call upon arrival APPROVED - TIE BEAM FOOTING BETWEEN NORTHWEST GENERATOR ROOM AND BREEZEWAY, WITH LOADING DOCK FOOTINGS, LOADING DOCKE TEMPLATES AND LOADING DOCK TIE BEAMS. ALSO INCLUDES TEMPLATE NORTH OF LOADING DOCK, AT NORTHWEST CORNER OF LOADING DOCK, 5/9/2022 6:43 AM R D OLSON Contact Name: R D OLSON Please call when you Site Address: 52049 SILVERROCK WY SLAB DCL 5/11/2022 5/11/2022 CANCELED Phone:9494024806 arrive e-Mail: Josborn@RDOLSON.COM - DUPLICATE INSPECTION. 5/9/2022 6:37 AM R D OLSON Contact Name: R D OLSON SLAB DCL 5/11/2022 5/11/2022 APPROVED Please call when you Site Address: 52049 SILVERROCK WY arrive Phone:9494024806 e-Mail: Josborn@RDOLSON.COM Printed: Tuesday, July 19, 2022 8:55:18 AM 10 of 13 RWSYSiEMS SLAB DCL 5/11/2022 5/11/2022 APPROVED Please call when you - GRID LINES 5-1 TO S-4 - SOUTH SIDE. FULL arrive APPROVAL. BOND BEAM DCL 5/23/2022 5/23/2022 PARTIALLY - SCREEN WALL BOND BEAM, WEST SIDE OF APPROVED LOADING DOCK. 5/23/2022 7:59 AM R D OLSON Contact Name: R D OLSON Site Address: 52049 SILVERROCK WY Phone:9494024806 SLAB DCL 5/25/2022 5/25/2022 APPROVED Please call when you a -Mail: josborn@RDOLSON.COM arrive - FULL SLAB APPROVAL. SOUTHWEST CORNER GRADE BEAM AND TEMPLATES (2) ARE THE ONLY OUTSTANDING FOUNDATION ITEMS. DRYPACK DCL 5/25/2022 5/25/2022 PARTIALLY - EXCLUDES SOUTHWEST CORNER APPROVED TEMPLATES (2). 5/27/2022 8:54 AM R D OLSON Contact Name: R D OLSON BOND BEAM DCL 5/31/2022 5/31/2022 CANCELED Please call upon arrival Site Address: 52049 SILVERROCK WY Phone:9494024806 e-Mail: Josborn@RDOLSON.COM 7/5/2022 2:28 PM R D OLSON Contact Name: R D OLSON Site Address: 52049 SILVERROCK WY Phone:9496109375 ROOF NAIL DCL 7/6/2022 7/6/2022 PARTIALLY eTRAKiT Inspection a -Mail: aalarcon@RDOLSON.COM APPROVED Request - EXCLUDES NORTHEAST CORNER ABOVE GENERATOR ROOM.- REQUEST ROOF NAIL INSPECTION FOR THIS AREA AND PARAPET SHEATHING WHEN READY. THANK YOU. Printed: Tuesday, July 19, 2022 8:55:18 AM 11 of 13 RWSYSiEMS OKAY TO WRAP DCL 7/6/2022 7/6/2022 NOT READY eTRAKiT Inspection Request 7/5/2022 2:28 PM R D OLSON Contact Name: R D OLSON Site Address: 52049 SILVERROCK WY Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/14/2021 AARON HICKSON SCHOOL FEE RECEIPT 0930_001.pdf 1 DOC 9/17/2021 AJ ORTEGA CVWD APPROVAL BCOM2021-0094 - 1 CVWD APPROVAL.pdf BCOM2021-0094 - DOC 9/17/2021 AJ ORTEGA HEALTH DEPARTMENT HEALTH DEPARTMENT 1 APPROVAL APPROVAL.pdf BCOM2021-0094 - DOC 9/17/2021 AJ ORTEGA WASTE MANAGEMENT WASTE MANAGEMENT 1 PLAN PLAN.pdf BCPR2019-0004 - 5TH DOC 1/14/2022 JAKE FUSON 5TH SUBMITTAL PLAN SUBMITTAL PLAN SET - 0 SET -VOLUME 1 VOLUME 1.pdf BCOM2021-0094 - DOC 2/11/2022 JAKE FUSON FORM CERTIFICATION FORM 1 CERTIFICATION.pdf Printed: Tuesday, July 19, 2022 8:55:18 AM 12 of 13 __ _.:N-r-wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0004 - FIRE DOC 2/7/2022 KOHL HETRICK FIRE CONDITIONS OF CONDITIONS OF 1 APPROVAL AppROVAL.pdf 9-27-2021- Email on 9-27-2021- Email on DOC 2/23/2022 KOHL HETRICK Generator and Generator and 1 Refueling Questions.pdf Refueling Questions.pdf 10-11-2021 - Email 10-11-2021 - Email DOC 2/23/2022 KOHL HETRICK Request for Review of Request for Review of 1 RFI Responses.pdf RFI Responses.pdf DOC 2/23/2022 KOHL HETRICK 11-8-2021 - End Email 11-8-2021 - End Email 1 Correspondence.pdf Correspondence. pdf DOC 2/23/2022 KOHL HETRICK Project Requests and Project Requests and 1 Code Journey v2.pdf Code Journey v2.pdf 11-16-2021 - Initial 11-16-2021 - Initial DOC 6/6/2022 KOHL HETRICK AMandM Inquiry AMandM Inquiry 1 Email.pdf Email.pdf Printed: Tuesday, July 19, 2022 8:55:18 AM 13 of 13 __ _.:#?WSYSiEMS Building Permit Number: #BCPR2019-0004 Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Datel 10/27/2020 Montage La Quinta - OCC/Shared Servit Job Site Address 1 52-100 SilverRock Way Owner's Namel SilverRock Development Co. Number, Street. or PO E3ox1 343 Fourth Ave. City, State, Postal Codel San Diego. CA Owner's Phone Number 760-634-6543 Owner's E-Mail Address osh wtheroberargencomganvTcorn Project Manager's Name Gary Hoskins Project Manager's Phone Number 949-222-3761 Project Manager's E-mail Address) ghoskins(M. clolson.com Bui'der i Contractor' R.D. Olson Number Street or PO Box 400 Spectrum Center Dr. City, State, Postal Code l Irvine, CA Project Square Footage) 52,000 Approval By Burrtec_- Date of City Approval Materials To Be Discarded: Product Tons Trash 192.00 Not recyclable Product Tons Asphalt 000 Recyclable Masonry (broken)R6.00 Recyclable Brick/Block 0.00 Recyclable Plaster Recyclablc Cardboard 14.00 Recyclable Scrap Metal Recyclable Commingled 0.00 Recyclable Tile (floor) Recyclable Concrete 260.00 Recyclable Tile (roof) Recyclable Drywall 27.00 Recyclable Wood Recyclable Donated / Reuses 0.00 Recyclable Landscape Debris Recyclable "Describe Items I otals: Recycle Trash Projected Diversion: 7L 479.0 1 192,0 71.39% 1 understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use; remaining materials generated from the first day of the pro,ect through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self - hauling, all refuse material from this project site must be taken to an approved recycler or transfer station. Owner / Developer / Project Manager / Superintendant Date Construction Debris Management Plan Summary of Requirements As of January 1, 2017, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in accordance with Assembly Bill 939 requiring that no more than 35% of jobsite waste be disposed of as trash at local land fill sites and transfer stations. Exceptions may be made for certain projects under certain conditions. The City of La Quinta is committed to the highest level of environmental respect, to conserving our precious natural resources and setting an example to provide for a better world for generations to come. Recycling helps keep reusable resources out of landfills and will also reduce disposal costs. IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise hauler. If you choose to self -haul any recyclables or trash, you must provide copies of all weight tickets and/or receipts from the transfer station, landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitted to haul waste or recyclables from the City of La Quinta. Self -haul weight tickets should be submitted to: Mike Veto, District Environmental Coordinator - mveto@burrtecdesert.com. or faxed to (760) 340-0417, or mailed to: 41575 Eclectic Street, Palm Desert, CA. 92260. CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cv CASEY HARTMAN -- (ACTING) FIRE CHIE OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 6, 2020 Gensler San Diego 225 Broadway Ste 100 San Diego, CA 92101 Re: New Building - Fire Plan Review — SILVERROCK (OCC) — MEETING CENTER, CONFENCE CENTER & SHARED SERVICES BUILDINGS BCPR2019-0004 / 52-100 & 52-150 SILVERROCK WAY, 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 A-3 & B 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, or as otherwise approved in compliance with Fire Department Standards. 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 2,750 gpm flow @ 20 psi residual pressure from a minimum of 3 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 42,627 square feet largest 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 submit off -site water system plans to the Office of the Fire Marshal 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 EMER. VOICE ALARM COMMUNICATION 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) KITCHEN HOOD SUPPRESSION SYSTEM - A UL 300 hood/duct fire extinguishing system must be installed over the cooking equipment as required by the California Fire Code, California Mechanical Code and adopted standards. System plans must be submitted to the Fire Department for review, along with current plan check/inspection fee. Permit fees will be required. 5) ABOVEGROUND HAZARDOUS CHEMICAL STORAGE TANK(S) — Plans and specifications shall be submitted to the Fire Department for review and approval. Permit fees in the amount of will be required. (This permit type includes fuel -fired generators) 6) REFRIGERATION EQUIPMENT — An operational permit is required to operate a mechanical refrigeration unit or system regulated by Chapter 6 in the CFC. (>220-pounds Class Al refrigerant / >30-pounds all other classes). System plans must be submitted to the Office of the Fire Marshal for review. Permit fees will be required. 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". 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 tenant space (all tenants), 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) Submit flame-retardant certification(s) by applicator or manufacturer, along with CSFM Listing, for all decorative materials used in this facility. Samples of flame-retardant material(s) may be required for flame spread testing. All required treated materials must have a current CSFM approval tag affixed to each item or panel. (Prior to building final inspection) 4) Install portable fire extinguishers per Title 19, but not less than 2AIOBC in rating, at the approved locations. Additional placements may be required at time of inspection. 5) Occupancies storing or using significant volumes of hazardous materials shall appropriately display the required NFPA 704 Hazard Placard on the exterior access to the yards, buildings and rooms where the hazardous materials is located. 6) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. 7) Room occupancy load, as approved by the Building Official, shall be posted in a conspicuous place near the main exit from the room(s). The location shall be approved by the Fire Department office. Posting shall be by means of an approved durable sign having a contrasting color from the background to which it is attached. The owner shall maintain signs in a legible manner. No person shall deface, remove or change the occupant load on the sign except as authorized by the Building Official and/or Fire Department office. (Prior to building final inspection) 8) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector at time of final inspection. 9) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. 10) Facilities utilizing more than 100-pounds of insulated liquid carbon dioxide systems for beverage dispensing applications shall have adequate protection in compliance with CFC 5307.3. Additionally, a NFPA 704 hazard sign shall be placed at both the front and rear entrances with appropriate markings to identify the hazard. 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 Y`�p`TER COACHELLA VALLEY WATER DISTRICT O�STR�GC P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date:3/23/2020 SUBJECT: PIV 37207, SILVERROCK, 25100 & 25150 SILVERROCK WAY, LA QUINTA, "OCC CONFERENCE CENTER" (SOURCE CTL ONLY) ROBERT GREEN Project: 20-10875 3551 FORTUNA RANCH RD. Project Date: 2/26!2020 Amount Due: $50.00 ENCINITAS, CA 92024 GEO: 06-07-05-3 Planner: SARA LOPEZ TO INSURE PROPER CREDIT. PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK SUBJECT: P,i 37207, SILVERROCK. 25100 & 25150 SILVERROCK WAY, LA QUINTA, "OCC CONFERENCE CENTER" (SOURCE CTL ONLY) COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Pagel cc� �cllELl.a ��,�t.t.N:��1'ATEIt r)ISTttICr �AT�R 75-515 Ilo-Ocy Lane East Palm Desert, Califnl nia 92211 /S y (760)398-21651 %11111 1 II►*N' 1•t►R WASr'FWATER SOURCE CONTROL PLAN APPROVAI, h-, n ii,+ i„r', .:iih: cr:py of a SC. AI Fr) ploi plan (:' •: n' r, 1" all So-AtFt d:a„T ro:);sires specrliC::wr••+ A ronrefundable ti:ing fire r. ., .� •. ,. , •Tt'1',:a+��•�� , •rues Ic%1 lhcrL mus: br rnadc payablc to :hr (:ca_hrII., Vzllrt tzar fhzuin .4�:pr.:, 3' V.,!11 . ,l.p1., all amid: ,v;:c .o, nP-•r: "'111':.: r" fiiq—da,-o:rwrntni NQ7'F.•A1.LUSZtS',UTSCIlARC1NGPAT, p111�aANDiORGREAS'LrLO4iTrD11`8ANIVLIJ- 5i1l1f;ilU1 DNG1YlLLK!(�l$12iASEPARATEiAtEl3et:(1PF't!!kDlAIKS 1{>t:It1.t7QEFURCtR>ASEL-irESCEMEtCCNst:Crto , D Sourer Conaol µill Inspee' the exposed Artist plumbinr ant, the inttalltd inteirepror Please call 1760) 3a8.:6b1 XM& 48 hour: in ad,'anrr ;n f: hfGulf tn{ C1110ntt1 :',t'r r -;7 r• Andrew Kcha;:enhs 225 Bioad..ay Sale 100 San Otegc 1— 9210' 1 (619) 225 1131 �e:.i:u Gey ':ae , lei: rn u,r +1 arer Robert Grow, 3551 Fcouna Rat,ch Road Enc'ntlas -A 92024 t760) 634 6543 ;at, Site 4G.'.tc{, 25.100 b 25 150 SitverRork Way La Oulnta 922:1 (:< L SdvPJRI)C1t LtX1Q n0 llC NrITF: NO PLANS tV1I-t BE .APMOVED VNT1I THIS APPLICATION 15 COMPLETE AS'D PI-V% CIIEC K FIFES ARE PAID Tylic of Construrtion: T hlm ❑ Remodel llo:,rti of ilprrauoc :'4 nottr f ::� Tcuctisi ❑ _ For Vehicle Service f .rol _ For Food Ser, Ir.c C',+and Bays 0 Ticnch imams 1 ft1 4 V-alcr Si fbzrict D Gatbagc Ctnndcr(:l ❑ Digcstcns: ❑ Roll over M Ser:tre bayls) Nultisrn'tce tteLm"11cl °: Sm21c 5en1cc "disposahlel °r * Tennch.$) ❑ parts 1Vachcr Scaling Caplan Internal 98b [xtrmol 100 ❑ SpOi Contairnunt ISolwcn D Aqueous. O t _ Scaling 'with ttistrts of Ileatrr% O HvdraU;:C ;.ifllsl ❑Wnri: Bursa%) fbar Scaun^ Bar S.--,;jng vim Food Scntcc (?WN"R REPRESENTATIVI: GL•C LARA,r:r-\, I lenity :hat 1 t,n%t real the ent.rc appl•,auon and s:n:e That awl m;ormauon u cnrrcLt I undeisrantl that Ill; lee zlnuun; r• basal un ir1 dcclara:wr of infurmauan r,n This form and That tncurtrel :altr motion a ground% lot rciaum of v., suomincd plan% 1 aiul umlerslond that pians ma% be dtsc:.rdcd if not pickrd up +wortir. sue; ,60I dnys of approvai er return and Oil: no nwlnrt rrrsprnton of niv estahirshrrtcnt µ ill he crridu.ted unto all requested mtinrnatibn nay bccn rete".el ane plan- have hecr apptavcd i FOR DISTRICT USE ONLY No .,f Sy.tcnts T}pc of 3s.sterni"I Pretreatment Ecpnpmenl � Gee«se Interceptor ❑ Grerse In:ercer,eur C�attc4 ® r%eu O L�at'ng i ❑ S:!tidrfl, ❑ l'nnncrl to 5r.rr ❑ nrldrnon ❑ Lint Ttar ❑ Point of Cnrinco n Sample Stattn: 1 O Rcpin.rr cnt I❑ C lartrict C Dlacstctls) 2000 a(, wi1h-awe.6X RLMARKS: "RQQSal gree-interceDtQss�ntt�LhL; samRleJlQa aDischames containing fats oils. and greasemust be routed to grease interceptors, examples are: 3 COMM sink, 2 comp, sink, t comp. sink, dishwasher, rinse sink, garbage grinder and mop sink. 'NQ5aitreigenerative water softener allawrd. only exchangeable bottl � alCC x�7�j,�5ibls. •_CVWD source control will inspect the exposed grease interceptor plumbing, please call (760) 398-2661 ext 3708 48 hours in advance to schedule an inspection. M /� (vim ",cr Prn art, r- D -7)aD 69 3 2 STZ 2.o 2-0 N V January 17, 2022 227621-0000162 Jerry Bloom Sr. Project Superintendent R.D. Olson 400 Spectrum Center Dr. Suite 1200 Irvine, CA 92618 0: 949.474.2001 C: 949.697.1498 Email: jblooni rdolson.col-n Subject: Form Certification Shared Services Building SilverRock Resort Dear Jerry, On January 15, 2022, representatives of this firm visited the above -referenced project site for the purpose of checking the forms for finish floor elevations It was determined that the building forms were in substantial conformance with the approved final grading plans, as follows: Building Description Plan Finish Floor Elevation Average Finish Floor Differential, FT. Shared Services 29.60 29.61 +0.01' Horizontal location of proposed building has been found to conform substantially to the approved precise grading plan. If you have any questions, please contact me. Sincerely, JJay 5, Inc. /S' . Fahrion, PLS Office/ Survey Manager N\ ;. F No. LS.8207 )*A F CA 42-829 Cook Street, Suite 104 1 Palm Desert, CA 92211 1 www.NV5.com I Office 760.341.3101 1 Fax 760.469.4086 CONSTRUCTION QUALITY ASSURANCE -INFRASTRUCTURE -UTILITY SERVICES AND TECHNOLOGY -PROGRAM MANAGEMENT -ENVIRONMENTAL Protecting People and the E-van—, Plan Check # County of Riverside DEPARTMENTOF ENVIRONMENTAL HEALTH P.O. BOX 7909 • RIVERSIDE, CA92513-7909 KEITH JONES, DIRECTOR FOOD ESTABLISHMENT PLAN APPROVAL NOTICE 47181 Date 5-12-2020 Project Name Silver Rock Lodging Address (OCC and SS) 52-200 Silver Rock Way, La Quinta CA Plans Submitted by Mark Walsh (The Marshall Associates Phone 415-854-9913 Owner The Robert Green Address 3551 Fortuna Ranch Road, Encinitas Phone 760-634-6543 Company The plans are now approved subject to the conditions listed below and the attached compliance sheet. 1. Provide a certified air balance report for exhaust hoods and make up air prior to final inspection. 2. Provide grease interceptor install clearance letter from sewer agency prior to final inspection. 3. All back flow devices to be install as required. 4. Verification for installation bar enclosure prior to final inspection. 5. Verification that the banquet, prep ,employee kitchen each much have a minimum 32 linear feet of back up dry storage and 16 linear feet each for the bar as required by Riverside County Construction Guidelines. 6. Provide air curtains at delivery door. The air curtain is to expand the maximum width of door. CONSTRUCTION INSPECTIONS: Contact the Plan Checkerfor a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Requestfor inspection should be made at least five (5) working days in advance. "ALL ELECTRICAL, PLUMBING, MECHANICAL, AND STRUCTURAL REPAIRS AND INSTALLATIONS SHALL BE DONE UNDER PERMIT FROM THE APPROPRIATE BUILDING & SAFETY DEPARTMENT (CITY OR COUNTY)- -A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to operate shall not be granted, or remodeled areas appro\/ed to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Tracey Ford Phone 760-863-8287 I acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during construction: S ignature Company Name Corona Hemet 2275 S. Main St #204 SW S. Sanderson #200 Corona, Ca 92882 Hemet, Ca92545 (951) 273-9140 (951) 766-2824 Gensler Indio Murrieta 47-950 Arabia St "A" 38740 Sky Canyon Dr Indio, Ca 92201 Murrieta, Ca 92563 (760) 863-8287 (N) 461-02.84 Date 05.12.2020 Palm Springs 544 S. Pasco Dorotea Riverside -west 4065 County Circle Riverside, Ca 92503 (951) 358-5172 Riverside -Fast 3880 Lemon St. Riverside, Ca 92501 (951) 955-8982 Office Locations • Blythe • Corona • Hemet • Indio • Murrieta • Palm Springs • Riverside Phone (888)722-4234 www.rivcoeh.org Palm Springs, Ca 92264 76432&1048 Date: 10/14/2021 I No.:21-02214-1 \ !I Owner: SilverRock Phase 1 Address: 52049 Silverrock Wy City: La Quinta Type: Commercial Lot # Street No. 52049 Comments: CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Email: Jurisdiction: La Quinta Tract #: Street Name Sq. Feet APN Silverrock Wy 20997 777-490-001 Montage Shared Services Building C� <0 DESERT SANDS UNIFIED SCHOOL DISTRICT Permit No. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.66 X 20997 S.F. or $13,858.02 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC/ Bank of America/ Taelynn Dalle Check No.: 1649211183 Bank Name/Recipient of Certificate Telephone: 760-832-2345 Funding: Commercial By Scott L. Bailey Superintendent Fee Collette / E mpted by: Yazmin Henry Certificate Fees Due: $13,858.02 Original Payment(s) Rec'd: $0.00 New Payment Rec'd: $13,858.02 Over/Under: $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. Talus Resort — Shared Services — All Purposes Diesel Generator Model: Kohler KD1250-A Generator Fuel Capacity: 2,300 gallons Diesel Fuel — Class II Combustible Liquid — Fuel Oil category *Resort operators have additionally required the generator service to provide uninterrupted service to resort amenities of all classifications and functions for the benefit of not disturbing the guests with unexpected power failures. It is this reason that the fuel capacity is so large. 1. CFC Chapter 12 Energy Systems brings in the requirements for Emergency and/or Standby Generators of concern to the OFM. a. CFC 1203.1.3 Installation. Emergency power systems and standby power systems shall be installed in accordance with the California Building Code, the California Electrical Code, NFPA 110 and NFPA 111. b. CFC 1203.2.4 Emergency Voice/Alarm Communication Systems. Emergency power shall be provided for emergency voice/alarm communication systems as required in Section 907.5.2.2.5. The system shall be capable of powering the required load for a duration of not less than 24-hours, as required in NFPA 72. i. This is applicable per the approved Electrical plans showing this service being provided to multiple buildings and occupancy uses, with one (Shared Services/Convention Center/Meeting Center) requiring this type of fire alarm system (due to having an Assembly use with an occupant load >1,000). 2. CFC Table 5003.1.1(1) MAQ per Control Area of Hazardous Materials Posing a Physical Hazard include an applicable footnote (i) a. (i) The maximum allowable quantity shall not apply to fuel oil storage complying with Section 603.3.2. b. This footnote and the provision of compliance would not require an occupancy classification change to H- High Hazard. 3. CFC 603.3.2 Fuel Oil Storage Inside Buildings provides the following specific details: a. CFC 603.3.2 Fuel oil storage inside buildings shall comply with Section 603.3.2.1 through 603.3.2.5 or Chapter 57(MAQs partly restricted unless in "Liquid Storage Rooms/Warehouses") i. CFC 603.3.2.1 Quantity Limits. One or more fuel oil storage tanks containing Class II or III combustible liquid shall be permitted in a building. The aggregate capacity of all tanks shall not exceed the following: 3. 3,000 gallons where stored in protected above -ground tanks complying with UL 2085 and Section 5704.2.9.7 and the room is protected by an automatic sprinkler system in accordance with Section 903.3.1.1. **IFC Commentary 603.3.2.1 = This section correlates with Table 5003.1.1(1), Note i and Section 5701.2, Item 4 of this code and Table 307.1(1), Note i of the IBC. This section essentially provides flexibility to allow more combustible fuel in buildings beyond that allowed by MAQs for other code applications. These amounts are essentially exception to the maximum allowance quantities of 120 gallons for Class II liquids and 330 gallons for Class IIIA liquids in Table 5003.1.1(1) and IBC Tale 307.1(1).... This would apply to most oil fired stationary equipment in industrial, commercial and residential occupancies. Note that this provision applies only to the aggregate storage of fuel oil and does not include the capacity of the piping system. Where the need for an aggregate indoor storage quantity of fuel oil connected to a closed fuel oil piping system exceeds the MAQs in Table 5001.1(1) and IBC Table 307.1(1), the allowances of this section may be applied. ... Item 3 allows 3,000 gallons where a UL 2085-protected, above -ground tank is used, and sprinklers are provided throughout either the building or room. These tanks have extensive regulations in Chapter 57, and the listing requirements further document their safety. Included in the design requirements for these tanks are the ability to survive a 2- hour pool fire test conducted in accordance with the UL 1709 fire exposure protocol; a limitation that all penetrations must be made through the top of the tank (to avoid the risk of a gravity fed leak that might be associated with a connection below liquid level); and that piping connected to the tank must be provided with anti -siphon controls where needed to prevent a siphon risk, among others. The safety level, which allows increased storage, is further enhanced by requiring the room in which the tank is installed to be equipped with an automatic sprinkler system. See the commentary to the Section 202 definition of "Tank, protected above ground" and Section 5704.2.9.7. ii. CFC 603.3.2.4 Installation. Tanks and piping systems shall be installed in accordance with Section 915 and Chapter 13, both of the California Mechanical Code, as applicable. iii. CFC 603.3.2.5 Separation. Rooms containing fuel oil tanks for internal combustion engines shall be separated from the remainder of the building by fire barriers, horizontal assemblies, or both, with a minimum 1-hour fire resistance rating with 1-hour fire -protection -rated opening protectives constructed in accordance with the California Building code. Exception: Rooms containing protected above -ground tanks complying with Section 5704.2.9.7 shall not be required to be separated from surrounding areas. **IFC Commentary 603.3.2.5 = This section addresses the separation of the tank from the remainder of the building. The requirement for 1-hour separation is not a new requirement. The requirement for separation is located in Section 4.1.2.1.1 and Section 6.3.5.2 of NPFA 37, both of which require 1-hour construction to separate internal combustion engines and associated fuel tanks up to 1,320 gallons from the remainder of the building in which they are located. Section 4.1.2.1.5 of NFPA 37 specifies that openings are protected with 1-hour opening protectives. This section eliminates the additional navigation to NFPA 37 through the reference to IMC Section 915 within Section 603.3.2.4. The "Exception" here, as in Section 603.3.2.1, recognizes the increased safety provided by protected above -ground tanks. See the commentary to Section 603.3.2.1 for a discussion of those tanks and their enhanced safety. 4. CFC 5704.2.9.7 Additional Requirements for Protected Above -ground Tanks provides such requirements as: a. Tank Construction in compliance with 5704.2.7 b. Normal and Emergency Venting in compliance with 5704.2.7.3 and 5704.2.7.4 *The vent capacity rection factor shall not be allowed. c. Secondary Containment (if not inherent to the tank design) *Design option per CFC 603.3.2.6 Spill Containment d. Vehicle Impact Protection *Not necessary for this project e. Overfill Prevention (95%) f. Information Signs for tank filling procedures at the fill point. *Tank calibration chart g. Determination of Available Tank Capacity (Filling ops. To 90%) h. Fill Pipe Connections Spill Containers *5 gallon capacity at the fill connection or portable container for remote fill connection j. Tank Openings *Through the top only k. Antisiphon Devices for external piping 5. CA Mechanical Code is not an International Code Council model, but a Uniform Code model. It is due to this, that the referenced Section 915 and Chapter 13 of the [CA] Mechanical Code mentioned at CFC 603.3.2.4 — does not correlate correctly. a. CA Mechanical Code (Uniform) has a Section 915 title of "Recirculating Direct Gas -Fired Industrial Air Heaters" i. International Mechanical Code has the appropriate Section 915 title of "Engine & Gas Turbine - Powered Equipment and Appliances". b. CA Mechanical Code (Uniform) has a Chapter 13 title of "Fuel Gas Piping" i. International Mechanical Code has the appropriate Chapter 13 title of "Fuel Oil Piping and Storage". C. *CA Mechanical Code (Uniform) does have a Chapter 16 — Stationary Power Plants, and sub -Section 1602.0 Stationary Gas Engines and Generators = that is more aligned with the direction provided by IMC Section 915. d. **There is no correlated Chapter/Section in the CIVIC that would align with the IMC Chapter 13 Fuel Oil Piping and Storage. e. The IFC reference of IMC Section 915 would give clear path to NFPA 37 for additional compliance and construction requirements. Due to this lapse of correct code referencing, there is a partial gap in applying NFPA 37 directly from this point. 6. NFPA 110 Standard for Emergency and Standby Power Systems (2016). Sections of reference: a. 7.2 Location, 7.2.1 Indoor EPS Systems. The EPS shall be installed in a separate room for Level 1 installations. i. 7.2.1.1 The EPS rooms shall be separated from the rest of the building by construction with 2- hour fire resistance rating. b. 7.9 Fuel System, 7.9.1.1* - All fuel tanks and systems shall be installed and maintained in accordance with NFPA 30, Flammable and Combustible Liquids Code; NFPA 37, Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines; NFPA 54, Fuel Gas Code; and NFPA 58, Liquefied Petroleum Gas Code. 7. NFPA 37 Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines (2015). Sections of reference: a. 4.1.2 Engines Located in Structures. — 4.1.2.1* Engine Rooms. i. 4.1.2.1.1 Engine rooms located within structures shall have interior walls, floors, and ceilings of at least 1-hour fire resistance rating, unless otherwise permitted by 4.1.2.1.2. ii. 4.1.2.1.2 The ceiling of rooms located on the top floor of a structure shall be permitted to be noncombustible or protected with an automatic fire suppression system. b. Chapter 6 Fuel Supply— Liquid i. 6.3.2 Fuel Tanks Inside Structures 3. 6.3.2.3* The aggregate capacity of all fuel tanks in a structure shall not exceed (1320 gal) unless that portion exceeding (1320 gal) is enclosed in a room in accordance with 6.3.5 or 6.3.6. a. Exception: Fuel tanks of any size shall be permitted within engine rooms or mechanical spaces, provided the engine or mechanical room is designed using recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of on in. A6.3.2.2 (Also A6.3.2.3) In regard to the exception to 6.3.2.[3], fire codes have the following two principal objectives; to prevent fire and, when fire does occur, to limit the spread of smoke and fire in order to limit damage to life and property. One commonly accepted fire protection goal is to extinguish or control the fire before it reaches flashover or full room involvement. In other words, the philosophy is that the worst case should be to sacrifice the room or compartment where the fie occurs in order to protect the rest of the structure. The provisions of this paragraph do not address the likelihood of a fire. Rather, they address limiting the spread of fire in order to limit damage in the event of a fire. There are many sound fire protection engineering methods and techniques to evaluate equivalent protection. Some are computer -based and require many inputs, while others offer a method of understanding, evaluating, presenting and comparing risks graphically. ii. 6.3.6* Rooms Housing Only Fuel Tanks with an Aggregate Capacity of More Than (1320 gal). A6.3.6 Aboveground storage tanks designed and constructed in accordance with UL 2080, Fire Resistant Tanks for Flammable and Combustible Liquids, or UL 2085, Protected Above -ground Tanks for Flammable and Combustible Liquids, are not considered by NFPA 37 to be equivalent to the rooms described in 6.3.5 and 6.3.6. The reason tanks listed to UL 2080 and UL 2085 are not equivalent to the rooms described in 6.3.5 and 6.3.6 is that the UL listings and the construction of these tanks are directed at protecting the tank from exposure to an external fire. The enclosure requirements in 6.3.5 and 6.3.6 are designed to protect the building from a fire in the fuel tank room. 1. 6.3.6.1 Rooms containing only fuel tanks shall be constructed of walls, floor, and ceiling having a fire resistance rating of not less than 3 hours with the walls bonded to the floor. a. 6.3.6.1.1 If the walls of such rooms extend to and are bonded to the underside of a concrete floor or roof above that has a fire resistance rating of not less than 3 hours, a separate ceiling shall not be required for the room. b. 6.3.6.1.2 At least 15-inches clearance shall be left around each tank for the purpose of inspection and repair. 2. 6.3.6.2 Any opening of a tank room shall be protected by a self -closing 3-hour fire -rated door or damper assembly as applicable. 3. 6.3.6.3 Each tank room shall be provided with spill containment consisting of either a wall, a curb, or a dike having a capacity at least equal to that of the largest tank. Exception: A spill containment system of lesser capacity equipped with an overflow or drainage system that is adequate in size and location to convey any spillage of fuel to a tank (inside or outside) or to a safe area outside the structure. 4. 6.3.6.4 Floor openings shall be protected by a ramp or curb of sufficient height to contain the entire contents of the tank within the walls to the height corresponding to the level of fuel that will be retained. a. 6.3.6.4.1 The curb shall be built to withstand the lateral pressure due to the liquid head, and the walls and floor shall be liquid tight. Exception: Rooms provided with a spill containment system that is adequate in size and location to convey any spillage of a fuel to a tank (inside or outside) or to a safe area outside the room. 5. 6.3.6.5* Ventilation b. 6.3.6.5.1 Ventilation for tank rooms shall be sufficient to maintain the concentration of vapors within the room at or below 25 percent of the LFL of the fuel used. c. 6.3.6.5.2 Ventilation shall be accomplished by mechanical or natural means and shall discharge to a safe location outside the building, without recirculation of the exhaust air. d. 6.3.6.5.3 Provision shall be made for introduction of make-up air in such a manner as to avoid short-circuiting the ventilation. That introduction of make- up air shall be arranged to include all floor areas or pits where flammable vapors can collect. 11/19/2021 Email from Veit Kugel (Associate — Gensler) Kohl, See below the summary of our meeting on 11.9. for the required fire separation of the generator room in the SS building room 302 of the SilverRock Resort (Talus). • It was determined that the generator and fuel storage below 3,000 gallons does not trigger a H occupancy, but the occupancy to remain B/S-1. • Walls separating the building from the generator room be 3 hours fire resistance rating extending to underside of roof sheathing. See attached A assembly, added partition type and updated plan. • 3 hour rated door to switch gear room, Self -closing. • 0 hour rated exterior walls • Ceiling does not require fire -rating. Fire Sprinklers density to be increased as an alternate method. • Deferred generator submittal to include generator, remote fuel station, fuel piping, controls locations, exhaust & tank vents, • Deferred generator submittal to include variance letter asking for increase sprinkler density in lieu of a rated ceiling per NFPA 37 Section 6.3.6. The variance is requested as part of clarification of fire rating conflicts between NFPA 110 Section 7.2.1.1 and NFPA 37 Section 6.3.6. Please let us know if we understood correctly and proposed partitions and follow actions are acceptable. Veit Wall Section Update r r r r r r r r r r r r r r r Tr r r r r r r r r r •- T- r r r r r r ►- r ►- r ►- r T- r 24 ' TYPE "X" GYP BD, -IDES OD SHEATHING OCCURS,SSD ATTENUATION TION SOD FRAMING @ STAGGERED FROM IG BELOW iOD FRAMING @ 1 ATTENUATION TION ' TYPE "X" GYP BD, 'IDES REFER TO UL-263 FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH THE INSTALLATION OF THESE COMPONENTS IN ORDER TO ACHIEVE THE 3-HOUR RATING. REFER TO STRUCTURAL FOR SHEAR WALL ASSEMBLY REQUIREMENTS. PARTITION TYPE V WALLTYP STUD WALL RATINGS DETAILS DEPTH SPACING FIRE I STC I BASE TOP E DESCRIPTION THICK. REMARKS 3 V6(4)A 31Y2' & 16" O.C. REF. ANSWL-263, 2-LAYERS 518" TYPE'X' GYP. BD. & STRUCT. 1' -1" 3 55-60 Wall thickness varies per 5 VT STAGGERED SHEATHING 012X6 FIRE STOPPED STUDS, 1'AIR GAP, ptywood sheathing locations, 2-LAYERS 518' TYPE'X GYP. BD. 0/ 2X4 STUDS SSD 3 V6(4)B 3112" & 16" O.C. REF. ANSI/UL-263, 2-LAYERS W TYPE W GYP. BD. 0/ 2X6 FIRE 1' - 0 3 55-60 Wall thickness varies per 51C2" STAGGERED STOPPED STUDS,1"AIR GAP, 2-LAYERS 5/8" TYPE W GYP. BD. 1/2" ptywood sheathing locations, Of 2X4 STUDS SSD UL Assembly Guideline 1119/21, 1:52 PLI BXUV.U395 - Fire -resistance Ratings - ANSI/UL 263 1 UL Product iQ U L Product iQ"' BXUVU395 - Fire -resistance Ratings - ANSI/UL 263 I 1. Wood Studs — Double row of nominal 2 x 4 in. studs or nominal 2 x 6 in. studs, spaced 16 in. OC and cross -braced at mid - height. Opposite rows spaced 1 in. apart, staggered 8 in. OC and joined at the top and bottom with bearing plates. 2. Bearing Plates — (Not Shown) — Nominal 2 x 4 in. or nominal 2 x 6 in. Two layers on top and one layer on bottom for each row of studs. Gypsum Board` — Gypsum Board Protection on Each Side of Wall No. of Layers Rating, & Thkns Hr of Panel Board Type and Finish Method of Rating Attachment Design Load Criteria+ Braced At Braced By Midheight++ Sheathing+++ 1 1 layer, 5/8 in. thick Not evaluated Item 3A 100`h 100% 2 1 layer, 5/8 in. thick 22 Min Item 36 1001i; 75% 3 2 layers, 5/8 in. thick Not evaluated Item 3C 75% N/A + Refer to General Information for Fire Resistance Ratings, Section VI. Wall and Partition Assemblies, 1. Wood Stud Walls. ++ Loads associated with these ratings are per the 2001 NDS Supplement, ASD Method, Wall Braced at Midheight. ++ Loads associated with these ratings are per the 2005 NDS Supplement, ASD Method, Wall Braced by Sheathing. 3C. Gypsum Board* — For 3 Hr Rating. Two layers of 4 ft wide, 5/8 in. thick gypsum board applied vertically, with the first layer attached with 6d cement coated nails spaced 10 in. OC, and the second layer attached with 8d nails spaced 7 in. OC. Vertical joints between the first and second layer are to be staggered. As an alternative, the first layer of gypsum board may be applied horizontally (backed by 2 x 4 in. wood framing) and the second layer applied vertically. When gypsum board is applied vertically, joints to be centered over studs. When gypsum board is applied horizontally, vertical butt joints to be centered over the studs and horizontal joints to be backed by 2 x 4 in. wood framing. CGC INC — Type C GEORGIA-PACIFIC GYPSUM L L C — Type Type TG-C UNITED STATES GYPSUM CO — Type C USG BORAL DRYWALL SFZ LLC — Type C USG MEXICO S A DE C V— Type C 4. Joints and Screwheads — (Not shown) — Gypsum board joints taped and both joints and nailheads covered with joint compound. S. Fiber, Sprayed* — Brown Colored Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed 8 in. or 12 in. cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 6. Mesh Netting — (Not shown) — Any thin, woven or non -woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. Revised Plan Sheet U) w F— Z F— W W 2 LL O w �i Zcr Ln <n p W o Go LL Q Ci W n X W = Q [n IL a g LL N cx o o U?z �o a4 �su¢i�c� a F o w tTi a�'ogw �z Z " U<pnU�ZWaQd L.- z CL u-j fW w z�LLN Z L.En OZ mW O0 Z X U I I I 9•,El Ia U) — U.F aw � cn w Z J W Z W 0 Building Code Data — Excerpt from approved plans. MONTAGE SHARED SERVICES CODE SUMMARY CONSTRUCTION TYPE. VB FIRE PROTECTION: SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY: A-3 AND ACCESSORY B (CBC 2016. SECTION 304) BUILDING HEIGHT: 30' HEIGHT — ALLOWABLE 40' MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY — ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS: 22,312 GSF SPA BUILDING - ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS. INTERIOR 0 NONBEARING WALLS. EXTERIOR 0 NONBEARING WALLS. INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS (PER CBC 2016 2010.1) 0 FIRE SEPARATION: < 10' = 1 HR. i >10' = 0 HR, ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2' = NOT ALLOWED; 2-3' =24 >3' 24"+8. FOR EVERY FOOT FSD BEYOND 3' ROOF CLASS: A PER CBC 1505.1.1. (THE PROJECT IS IN A NON-VHFHSZ PER FHZS-LRA MAP 12.24.2019 ) Sheet SS A02.401 Excerpt from approved plans. SWITCHGEAR L366 J T 0 S 13 S- -A. EO EQ ----- --�--- --�--}- � EO EQ I b T GENERATOR i 75 L3r1J o TO S i . i `W SEC. OFFICE Sheet SS A03.100 Excerpt from approved plans. S-2 I T r SHEET NOTES 14 STRUCTURAL STEEL PIPE COLUMN W� CUSTOM COLOR 2-COAT PVDF COATING SSD 26 DOWN SPOUT RAIN CHAIN 75 CEMENT PLASTER CONTROL iOfNT- ALIGN HORIZONTALLY AND VERTICALLY TYPICAL 93 ACCESS HATCH 1 ACCESS HATCH ABOVE 126 DOWNSPOUT TERMINATION AT GRADE CONNECT TO DRAM- SPD 279 SOLAR SHADE. MMIUAL OPERATED. INSIDE MOUNT',1ATH VALANCE. TYPICAL FOR ALL BOH WINDOWS. MECHO 5 OR EQ. LEGEND L L_ C I NICAUTANTTNG FIXTURES COVE LIGHTING ABOVE [� LINEAR RECESSEDTAPE- SEE ELECAV FOR SPEC ® RECESSED CAN. SEE LIGHTINGIFLEC. FOR SPEC ® DOWNLIGHT. SEE LIGHTING ELEC. FOR SPEC PENDANT. SEE LIGHTING'ELEC FOR SPEC OSPHERICAL PENDANT. SEE LIGHTINGIELEC FOR SPEC WALL SCONCE SEE LIGHTINGELEC. FOR SPEC ® PICK POINT AV FIXTURES p WIRELESS SENSOR. SEE ELEC�AV FOR SPEC p CEILING SPEAKER. SEE ELEC'AV FOR SPEC STROBE HORN. SEE ELECIAV FOR SPEC STROBE SEE ELECIAV FOR SPEC O FIRE SPRINKLER.SEE FIRE DRAWINGS FOR SPEC ODOME CAMERA. SEE ELECIAV FOR SPEC SS T.O. PARAPET 20' -- 0- SS T.O. PLATE HIGHROOF 16'-O" SS T.O. PLATE 12' O" SS T.O. PLATE LOW ROOF OIL 11' - 6" LE. 0" Sheet SS A03.101 Excerpt from approved plans. S-A 301 A CP-1 366r.; 1N \, - 14 26 TYP LEGEND p-I O NAME.CEMENT PLASTER 1 MANUFACTURER: PPG COLOR: 18-01 CRUMB COOKIE DESCRIPTION (CONT): 3-COAT CEMENT PLASTER SYSTEM W' LIGHT SAND FINISH. SOLID DOORS TO BE PAINTED TO MATCH ADJACENT PLASTER FINISH. TYP. U-N.O- NAE.CEMENT PLASTER 2 MANUFACTURER. PRATT &LAMBERT PAINTS COLOR: 29-20 (OLD# 2242) GETTYYSBUR DESCRIPTION (CONTI: 3-COAT CEMENT PLASTER SYSTEM W; LIGHT SAND FINISH. SOLID DOORS TO BE PAINTED TO MATCH ADJACENT PLASTER FINISH. TYP. U-N.O. NAME.STONE VENEER TILE MANUFACTURER: EMSER TILE COLOR: PEWTER LIMESTONE SIZE. 2 X 12 SPLIT FACE DESCRIPTION (CONTI: TILE OVER SCRATCH AND BROWN COAT VENDOR CONTACT DANIELLE VOMBAUR (951) 642-3171 SAFETY GLAZING: MANUFACTURER. VALSPAR FLUROPON COATING h1P-• STYLEISERIES. FLUROPON COLOR: KENDALL CHARCOAL DESCRIPTION (CONTI: CUSTOM BRAKEFORM HVY GA. MTL. CLADDING Wt SHOP APPLIED HIGH PERFORMANCE 2-COAT PVDF COATING NAME.METAL PANEL LIP z MANUFACTURER: VALSPAR FLUROPON COATING COLOR. MATCH PPG 18-01 CRUMB COOKIE DESCRIPTION (CONT): CUSTOM BRAKEFORM HVY GA. MTL. CLADDING W SHOP APPLIED HIGH PERFORMANCE 2-COAT PVDF COATING GLAZING IGU 1,14' SOLARBAN 70XL OPTIGREY. 1 ,2' BLACK SPACER. L4' CLEAR MULLION FINISH TO MATCH MP-1, TYPICAL ALL LOCATIONS A) MLILTISLIDEIBYPASS DOORS- ARCADIA ULT5920 SERIES OR EO 8) STOREFRONT ARCADIA AFG451T OR EQ C) STOREFRONT DOORS- ARCADIA WS512 HD OR EO O WINDOW SYSTEM TAG. SEE WINDOW SYSTEM ELEVATIONS PROVIDE SAFETY GLAZING (TEMPERED) ON ALL GLASS LITES WITH BOTTOM EDGE LESS THAN 18' ABOVE FINISH FLOOR, TYPICAL. PROVIDE SAFETY GLAZING {TEMPERED) ON LITES WITHIN 24- OF ADJACENT VERTICAL EDGES OF A DOOR WHERE BOTTOM EDGE OF LITE IS LESS THAN 60- ABOVE WALKING SURFACE. ALL EXTERIOR WINDOW AND GLAZED DOOR ASSEMBLIES SHALL BE CONSTRUCTED OF MULTIPLANE GLAZING WITH A MIN OF ONE PANE MEETING THE SAFETY GLAZING REQUIREMENTS OF SECTION 2406 - CBC 708A2.1 CFC Section 104.9 [A] 104.9 Alternative Materials, Design and Methods of Construction and Equipment The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction shall be approved where the fire code official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, not less than the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability and safety. Where the alternative material, design or method of construction is not approved, the fire code official shall respond in writing, stating the reasons why the alternative was not approved. Fire Safetv Soecialist — Kohl Hetrick — Code Review and Sueeested Analications of Code: After reviewing the Codes and Standards of application, it has been determined that the specific application required by NFPA 37 Section 6.3.6 would be applicable (Though may be Exception-ed by 6.3.2.3) and necessary for this project. This includes the requirements for Walls, Floor and Ceiling to have a fire -resistance rating of at least 3-hours with the walls bonded to the floor (6.3.6.1). The "bonded" reference is believed to be comparable to "securely fastened and sealed to...". CFC 102.10 Conflicting Provisions clarifies that despite other code sections and standards that have application may have required less rating or not specifically of the ceiling to be fire -resistance rated; the Specific Requirement and most restrictive shall apply. The Developer advised of difficulty in finding a 3-hour rated wall assembly for type V-B construction but has included in the revised details and drawings for such. The developer is inquiring into clearance to not rate the ceiling/roof assembly and is offering an increased fire sprinkler design density. This is in part due to difficulty in locating listed fire -rated assemblies in conformance with their design standards and architectural detail. Consideration to the Exception of 6.3.2.3 for the application of recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of origin, should be considered. This potentially allows application of components of NFPA 37 Section 6.3.6, or other codes/standards, as well as proposing alternative/increased (Though not AM&M) levels of protection of the fuel tank room and its exposures. Somewhat of a customized/engineered approach to the site -specific implications, concerns and impacts would allow for a reasonable application to these concerns. The "Shared Services" building includes Dry Cleaning operations and therefore would likely apply an Ordinary Hazard Group -II fire sprinkler design category for all or portion of the building. Assuming for all portions of the building, the Generator Room under consideration along with the closed fuel oil operation would benefit from a sprinkler density increase as application of the "recognized engineering practices" mentioned in the paragraph above. The Generator Room and the exterior projections surrounding it calculate to approximately 1,360 square feet. A requirement for the density to simply jump to Extra Hazard Group 1 and minimum design area of 2,500 sf may not be appropriate. As more than 80% of the Generator/Tank Room exterior walls are open by fixed louver, the extension of the sprinkler design density increase would need to cover the Roof/Ceiling protection within the room as well as the exterior projection within proximity of the room. This would benefit the intent "to maintain the fire to the room of origin." Additional Architectural Design details of the "Head of Wall Perpendicular/Parallel to Joists" are needed to show the fire -rated wall assembly termination point. It shall be as a "Fire Barrier" with termination at the underside of the roof sheeting. Communication, though no plan details show it, has been shared that the Generator room will need to be dug deeper to accommodate the height of the Generator/Tank Assembly. Scaled details of this, along with dimensioned clearances (horizontal/vertical) is needed. Confirmation of weather means are provided (not preferred) of floor drain and where they may collect/discharge. *The containment of any leaks and/or sprinkler discharge to the room of origin would appear to be more compliant to the concerns of the recognized engineering of the 6.3.2.3 Exception. Additionally, the ventilation requirement of NFPA 37 Section 6.3.6.5.3 for coverage of the pit that would be created would need to be considered. After discussions with the Riverside County Fire Safety Engineer — David Myers, it is possible to process this deferred submittal for the generator and fuel tank with architectural modifications as in compliance with current codes and standards without the need for an Alternative Materials & Methods request — when the 6.3.2.3 Exception for recognized engineering practices is appropriately applied. KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 1 Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov I www.rvcfire.org Sch: Mon-Thurs Hetrick, Kohl@CALFIRE From: Hetrick, Kohl@CALFIRE Sent: Monday, September 27, 2021 8:51 AM To: 'Bloom, Jerry' Cc: Staff, John; Freeman, Keith; Ramirez, John; AJ Ortega Subject: RE: Shared Services - Generator Operation and Refueling Attachments: BCPR2019-0004 - FIRE CONDITIONS OF APPROVAL.pdf, NFPA 110 - CHAPTER 7 - INSTALLATION AND ENVIRONMENTAL CONSIDERATIONS.pdf; Document1.pdf Hi Jerry, To start on this "code journey', I wanted to first share the attached Fire Conditions of Approval Letter for this project. Please notice item 5) under the Deferred Submittals Required section. It is necessary to submit to OFM for the permitting of the specific fuel storage arrangement. This will help paint the picture for compliance with the CBC and CFC code requirements. To start, CBC Section 307.1.1 item 3 helps identify that "Closed piping system containing flammable or combustible liquids or gases utilized for the operation of machinery or equipment" does not shall not automatically apply the occupancy/area to be Group H High -hazard. https://up.codes/viewer/california/ibc-2018/chapter/3/occupancy- classification-and-use#307.1.1 CFC Chapter 50 Table 5003.1.1(1) identifies maximum allowable quantities diesel (Combustible Liquid Class II) in storage/use within a building. The table identifies 120 gallons with a x2 multiplier when the building is sprinklered — so 240 gallons maximum without having to increase the room to Group H occupancy. https://up.codes/viewer/california/ca-fire-code-2019/chapter/50/hazardous-mate riaIs-gene ral-provisions#5003.1.1 It is possible to get to 480 gallons in storage (tank) if the control area where the fuel is located can be constructed to comply with being an "exhausted enclosure" (footnote "e" in Table 5003.1.1). Here are the construction requirements for the exhausted enclosure - https://up.codes/viewer/california/ca-fire-code-2019/chapter/50/hazardous-materials- general-provisions#5003.8.5 More specific requirements as to the refill piping and tank assembly are outlined in CFC Chapter 57. https://up.codes/viewer/california/ca-fire-code-2019/chapter/57/flam mable-and-combustible-liauids#57 Here are some excerpts of interest: 5704.2.7.5.5 Fill Pipes and Discharge Lines https://up. cod es/viewer/california/ca-fire-code- 2019/chapter/57/flammable-and-combustible-liquids#5704.2.7.5.5 5704.2.7.5.6 Location of Connections That Are Made or Broken https://up.codes/viewer/california/ca-fire-code- 2019/chapter/57/flammable-and-combustible-liquids#5704.2.7.5.6 5704.2.7.5.8 Overfill Prevention https://up.codes/viewer/california/ca-fire-code-2019/chapter/57/flammable-and- combustible-liquids#5704.2.7.5.8 5704.2.9.5 Above -Ground Tanks Inside of Buildings https://up.codes/viewer/california/ca-fire-code- 2019/chapter/57/flammable-and-combustible-liquids#5704.2.9.5 5704.2.9.5.1 Overfill Prevention https://up.codes/viewer/california/ca-fire-code-2019/chapter/57/flammable-and- combustible-liquids#5704.2.9.5.1 5704.2.9.7.6 Fill Pipe Connections https://up.codes/viewer/california/ca-fire-code-2019/chapter/57/flammable-and- combustible-liauids#5704.2.9.7.6 The Generator System is required to comply with requirements of CFC Chapter 12 "Energy Systems" which identifies minimum operation duration and other control functions. https://up. cod es/viewer/caIifornia/ca-fire-cod e- 2019/chapter/12/energy-systems#12 I have attached an excerpt Chapter from NFPA 110 "Emergency and Standby Power Systems" that goes into further detail of the overall installation concerns and needed accessory systems to aid in the safe and continued operation of the generator system. It addresses ventilation, cooling, exhaust requirements of interest. In regards to the distance from fill port on the building of being 60-feet ... the civil plans show the generator room to be fronting along an interior driveable access. Would the refueling truck be able to utilize this access, park and extend a shorter length of refueling line to make the connection? Please let me know if you have any further questions. *1 have cc'd AJ Ortega (Building Official) to keep him involved as this may affect building construction. Thank you, KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 1 Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov I www.rvcfire.org Sch: Mon-Thurs Leadership, Competence, Integrity, Safety, Customer Service The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Bloom, Jerry <jbloom@rdolson.com> Sent: Friday, September 24, 2021 6:26 AM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Cc: Staff, John <jstaff@rdolson.com>; Freeman, Keith <kfreeman@rdolson.com>; Ramirez, John <jramirez@rdolson.com> Subject: Documentl.pdf Warning: this message is from an external user and should be treated with caution. Good morning Kohl, This is a reminder for the conversation we started yesterday regarding the Generator within the Shared Service building. I have attached a document consisting of snips from Architectural, Mechanical, and Civil plans showing location of the generator to the site and location in the building. Please send me the Fire Departments requirements for this type of installation. The anticipated amount of fuel is +-450 gallons of diesel fuel. The anticipated distance to fuel with a hose above ground is approximately 60'. 1 feel the plans may be lacking some code coordination and RD Olson wants to install this correctly. Any assistance you can provide will be greatly appreciated. Thank you. JERRY BLOOM Sr. Project Superintendent no-= CONS 'Kl•MON wbar ever)- dew,l omwts... 400 SPECTRUM CENTER DRIVE SUITE 1200 IRVINE, CA 92618 DIRECT: (949) 697-1498 OFFICE: (949) 474-2001 rdolson.com Ma13 ***** CONFIDENTIALITY NOTICE ***** This e-mail and any attachments are confidential and may be protected by privacy, privilege, copyright or intellectual property laws. If you are not the intended recipient of this e-mail, you are not authorized to disclose, distribute, use or take any action based on this information. If you have received this e-mail in error, please notify the sender by return e-mail or telephone and delete this e-mail from your e-mail system. Hetrick, Kohl@CALFIRE From: Bloom, Jerry <jbloom@rdolson.com> Sent: Monday, October 11, 2021 3:08 PM To: Hetrick, Kohl@CALFIRE Subject: FW: OCC-SS- RFI CCO012 - Interior Generator Code (OCC) Attachments: RFI 12 - Interior Generator Code (OCC) _G.pdf Follow Up Flag: Follow up Flag Status: Flagged Warning: this message is from an external user and should be treated with caution. Kohl, Can you please review the attached? This is regarding the Generator placed within the Shared Services Building on the Silverrock Project. I believe they have some stuff right and some not even close. Please hone in on the wall and roof ratings, I believe the NFPA, and CBC codes seem to be in conflict and they are of course running with the less stringent, I had hoped they would reach out to you regarding this. Maybe you can spend some time reviewing with me after our Pre -Thrust Block Inspection tomorrow. Thank you. JERRY BLOOM Sr. Project Superintendent RA@m CONSTRUC"nON PF%m fwpY detail count% 400 SPECTRUM CENTER DRIVE SUITE 1200 IRVINE, CA 92618 DIRECT: (949) 697-1498 OFFICE: (949) 474-2001 rdolson.com M C 0 95 ***** CONFIDENTIALITY NOTICE ***** This e-mail and any attachments are confidential and may be protected by privacy, privilege, copyright or intellectual property laws. If you are not the intended recipient of this e-mail, you are not authorized to disclose, distribute, use or take any action based on this information. If you have received this e-mail in error, please notify the sender by return e-mail or telephone and delete this e-mail from your e-mail system. From: Seth Briskman <Seth_Briskman@gensler.com> Sent: Monday, October 11, 2021 2:00 PM To: Bloom, Jerry <jbloom@rdolson.com> Subject: FW: OCC-SS- RFI CCO012 - Interior Generator Code (OCC) Response attached. Need Manufacturer info to finalize/confirm fuel venting. Let me know any comments, this was also sent to Rick and team. From: Bloom, Jerry <0bloom@rdolson.com> Sent: Friday, October 1, 2021 12:21 PM To: Josh Frantz <Josh@therobertgreencompany.com>; Rick Bailitz <Rick@therobertgreencompany.com>; Kaleena Klimeck <Kaleena@therobertgreencompany.com>; Taelynn Dalle<Taelynn@therobertgreencompany.com> Subject: FW: PMWeb WF approved: Montage Conference Center, Meeting Center and Shared Services Building - RFI CCO012 - Interior Generator Code (OCC) Here is the Generator RFI. JERRY BLOOM Sr. Project Superintendent CONSTRUCTION 400 SPECTRUM CENTER DRIVE SUITE 1200 IRVINE, CA 92618 DIRECT: (949) 697-1498 OFFICE: (949) 474-2001 rdolson.com ®II© �J ***** CONFIDENTIALITY NOTICE ***** This e-mail and any attachments are confidential and may be protected by privacy, privilege, copyright or intellectual property laws. If you are not the intended recipient of this e-mail, you are not authorized to disclose, distribute, use or take any action based on this information. If you have received this e-mail in error, please notify the sender by return e-mail or telephone and delete this e-mail from your e-mail system. From: Paz, Eduardo <epaz@rdolson.com> Sent: Friday, October 1, 2021 11:52 AM To: Bloom, Jerry <0bloom@rdolson.com>; Alarcon, Armando <aalarcon@rdolson.com> Cc: Freeman, Keith <kfreeman@rdolson.com> Subject: FW: PMWeb WF approved: Montage Conference Center, Meeting Center and Shared Services Building - RFI CCO012 - Interior Generator Code (OCC) FYI - This RFI has been sent out. Thank you, EDUARDO PAZ Project Engineer RAOLSON CONSFRUC170N Whrn earn- derail o eft.. 400 SPECTRUM CENTER DRIVE SUITE 1200 IRVINE, CA 92618 DIRECT: (949) 222-3750 Mobile: (949) 575-2724 rdolson.com ®©© ***** CONFIDENTIALITY NOTICE ***** This e-mail and any attachments are confidential and may be protected by privacy, privilege, copyright or intellectual property laws. If you are not the intended recipient of this e-mail, you are not authorized to disclose, distribute, use or take any action based on this information. If you have received this e-mail in error, please notify the sender by return e-mail or telephone and delete this e-mail from your e-mail system. From: noreply pmweb <noreplvpmweb@rdolson.com> Sent: Friday, October 1, 2021 11:39 AM To: Yu, Julie <ivu@rdolson.com>; Paz, Eduardo <epaz@rdolson.com>; Freeman, Keith <kfreeman@rdolson.com> Subject: PMWeb WF approved: Montage Conference Center, Meeting Center and Shared Services Building - RFI CCO012 - Interior Generator Code (OCC) Workflow Document Information: - RFI #: CCO012 - Description: Interior Generator Code (OCC) - Question: 1. From the precise grading to the architectural overlay; please advise if a remote fueling station is required per NFPA code. If so, please provide details. 2. Please confirm louver size to accommodate the fresh air required by the Emergency Generator. 3. Please advise if a fueling vent will be required for the generator, since it will be placed within the building. 4. Please advise if lighting will be required in this area per 32.3 LUX NFPA. 5. Please advise if a remote auditory alarm will be required pr NFPA. 6. The louvers are in a 2hr rated assembly. Please advise if this will meet NFPA code for air transfer. 7. Doors 301A and 366B, currently do not meet the fire rating, please provide revised details. 8. Please provide a roof assembly that meets a 2hr fire rating, as shown currently, it does not. 9. Please advise there are any louver requirements for the Emergency Generator's egress doors. 10. Please advise if all egress doors are to be self closing. 11. Please advise if the fuel capacity of the generator is allowable per NFPA for Building Type. 12. Please advise if the Construction Type is correctly labeled for this area. Currently, the Construction Type is, NB", but per NFPA/CBC, it should be labeled differently, as generators located inside a building do not comply with Construction Type, NB". Please provide revised Construction Type. - Submitted: Friday, October 01, 2021 - Answer: - Answered Date: - Comment from Previous Reviewer: This is a HIGH PRIORITY RFI. Please have this back to RDO court by 10/8/2021. Click the document hyperlink to open it for review or click on any attachments included in this notification for additional details about this document. You may also approve to the next step by simply clicking on the approve button below. Note: This email message was automatically generated. Replying to this message will automatically email the person responsible for the previous step in the approval/review process. Hetrick, Kohl@CALFIRE From: Seth Briskman <Seth_Briskman@gensler.com> Sent: Monday, November 8, 2021 8:26 PM To: Hetrick, Kohl@CALFIRE Cc: Veit Kugel; Myers, David@CALFIRE; Bloom, Jerry Subject: RE: Talus (SilverRock) - OCC - Generator Room Warning: this message is from an external user and should be treated with caution. Kohl, Thanks for this. Please excuse my silence, we have been communicating internally on how to proceed. Jerry has kept me updated on your conversations. I believe where we stand right now is yes, we agree the building should be protected, and above minimums we may have been considering. We are reviewing listed details for 3 hour walls and ceiling, not many exist for wood framed buildings. We are also investigating the ventilation and if any is required above and beyond the ventilation generated by the equipment. To bring us all on the same page, can we have a group call (Jerry, Veit, you, myself) Tuesday, perhaps between 11:30 and 1:30 or after 3:00, or Wednesday at any time? Please advise of suitable times and I'll coordinate. Thanks Seth From: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Sent: Wednesday, November 3, 2021 2:34 PM To: Seth Briskman <Seth_Briskman@gensler.com> Cc: Veit Kugel <Veit_Kugel@gensler.com>; Myers, David@CALFIRE <david.myers@fire.ca.gov> Subject: RE: Talus (SilverRock) - OCC - Generator Room Seth, Thank you for the thorough research. I have conversed with my Fire Safety Engineer, Dave Myers on the matter to make sure I was tracking it correctly. To clarify the matter, please consider the following support of your research and determination as well as additional/specific requirements I have researched or interpreted. CBC Table 307.1/CFC Table 5003.1.1 presents with footnote (i) applying to all categories of "Combustible Liquid." Footnote (i) advises "The maximum allowable quantity shall not apply to fuel oil storage complying with Section 603.3.2 of the CA Fire Code." In reviewing the 2018 IFC Code Commentary associated with Section 603.3.2, it explains that the IMC (Not adopted in CA) defines "Fuel Oil" as 'Kerosene or any hydrocarbon oil having a flash point not less than 100F. This would include number 2 diesel fuel, which is classified as either a Class II or IIIA combustible liquid...' Therefore in application of 603.3.2 to this project, Quantity limit shall be limited to 3,000 gallons "where stored in protected above -ground tanks complying with UL 2085 and Section 5704.2.9.7 and the room is protected by an automatic sprinkler system in accordance with Section 903.3.1.1." Now looking at the CFC 1203.1.3 Installation advises that the Emergency and Standby Power Systems shall be installed in accordance with ... NFPA 110. NFPA 110 references NFPA 37 for additional/specific compliance — Standards for the Installation and Use of Stationary Combustion Engines and Gas Turbines. There is a conflict in the two mentioned standards as to the room fire -resistance rating and the most restrictive shall be considered. NFPA 110 Section 7.2.1.1 identifies a minimum 2-hour fire -resistance rating. Whereas, NFPA 37 Section 6.3.6 — Rooms Housing Only Fuel Tanks with an Aggregate Capacity of more than 1,320 gallons — identifies that "Rooms containing only fuel tanks shall be constructed of walls, floor, and ceiling having a fire resistance rating of not less than 3 hours with the walls bonded to the floor (6.3.6.1) as well as additional requirements. NFPA 37 Annex A.6.3.6 provides the following: "Aboveground storage tanks designed and constructed in accordance with UL 2080, Fire Resistant Tanks for Flammable and Combustible Liquids, or UL 2085, Protected Aboveground Tanks for Flammable and Combustible Liquids, are not considered by NFPA 37 to be equivalent to the rooms described in 6.3.5 and 6.3.6. The reason tanks listed to UL 2080 and UL 2085 are not equivalent to the rooms described in 6.3.5 and 6.3.6 is that the UL listings and the construction of these tanks are directed at protecting the tank from exposure to an external fire. The enclosure requirements in 6.3.5 and 6.3.6 are designed to protect the building from a fire in the fuel tank room." Please review these details, and if in agreement, identify the necessary improvement changes for the specific room. Respectfully, KOHL HETRICK Fire Safety Specialist / Office of the Fire Marshal Cal Fire/Riverside County Fire Department City of La Quinta Desk: 760-777-7074 1 Mobile: 760-409-5109 Inspection Hotline: 760-777-7131 78495 Calle Tampico, La Quinta, CA 92253 kohl.hetrick@fire.ca.gov I www.rvcfire.org Sch: Mon-Thurs Leadership, Competence, Integrity, Safety, Customer Service The Office of the County Fire Marshal is committed to facilitating fire and life safety solutions by empowering its employees to serve our community through innovation and partnership. From: Seth Briskman <Seth Briskman@gensler.com> Sent: Wednesday, November 3, 2021 12:43 PM To: Hetrick, Kohl@CALFIRE <Kohl.Hetrick@fire.ca.gov> Cc: Veit Kugel <Veit Kugel@gensler.com> Subject: Talus (SilverRock) - OCC - Generator Room Warning: this message is from an external user and should be treated with caution. Hi Kohl, Following up on our meeting regarding the Generator Room at the OCC Building, we reviewed the H3 occupancy classification and revisited Section 603.3.2 of the Fire Code - Fuel Oil Storage Within a Building. We believe by following 603.3.2.1.3 regarding Quantity limits for 3,000 gallons and implementing a UL 2085 tank base that we can maintain the current occupancy B classification of this building and not have a barrier -separated H occupancy. I have attached the Code narrative for this section as well as Product Reference provided by our electrical engineer/contractor. It is my understanding that this portion of the code was created for the exact reason to not have to reclassify a space for the purpose of fuel storage. We will implement the 2 hour rated wall separation as discussed. Please review and advise if this is a acceptable path to take. Always available at the numbers below, should you need to talk. Best regards, Seth Seth Briskman +1 760.636.2040 Mobile +1 619.557.3120 Direct +1 619.557.2500 Main Gensler 225 Broadway Suite 100 San Diego, California 92101 USA Hetrick, Kohl@CALFIRE From: Veit Kugel <Veit_Kugel@gensler.com> Sent: Tuesday, November 16, 2021 3:14 PM To: Hetrick, Kohl@CALFIRE Cc: Jerry Cool; Seth Briskman; Verrochi, Mark (mverrochi@jensenhughes.com); Rene Lesur Subject: SRR OCC - SS building generator room 302 Attachments: OCC A10-200 - INTERIOR WALL ASSEMBLY SCHEDULE.pdf; SS A02-201 - CONSTRUCTION PLAN - LEVEL 01.pdf, BXUV.U395 - Fire -resistance Ratings - ANSI_UL 263 _ UL Product iQ.pdf Follow Up Flag: Follow up Flag Status: Flagged Warning: this message is from an external user and should be treated with caution. Kohl, See below the summary of our meeting on 11.9. for the required fire separation of the generator room in the SS building room 302 of the SilverRock Resort (Talus). • It was determined that the generator and fuel storage below 3,000 gallons does trigger a H occupancy, but the occupancy to remain B. • Walls separating the building from the generator room be 3 hours fire resistance rating extending to underside of roof sheathing. See attached UL assembly, added partition type and updated plan. • 3 hour rated door to switch gear room • 0 hour rated exterior walls • Ceiling does not require fire -rating. Fire Sprinklers density to be increased as an alternate method. • Deferred generator submittal to include generator, remote fuel station, fuel piping, controls locations, exhaust & tank vents, • Deferred generator submittal to include variance letter asking for increase sprinkler density in lieu of a rated ceiling per NFPA 37 Section 6.3.6. The variance is requested as part of clarification of fire rating conflicts between NFPA 110 Section 7.2.1.1 and NFPA 37 Section 6.3.6. Please let us know if we understood correctly and proposed partitions and follow actions are acceptable. Veit Veit Kugel Associate +1 619.557.2529 Direct +1 619.557.2500 Main +1 619.610.8568 Cell Gensler 225 Broadway Suite 100 San Diego, California 92101 USA DESIGN FORECAST 2021 CONNECT Design strategies for a post-COVID world. Download Design Forecast today. SIGN UP • TO RECEIVE THE • LATEST STORIES ON DESIGN'S • RESPONSE TO A I CHANGING WORLD