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BCOM2019-0070Description: SILVERROCK / 15,265SF GOLF CLUBHOUSE BUILDING Type: BUILDING COMMERCIAL Subtype: OTHER NON- Status: ISSUED Applied: 11/26/2019 AOR (WEB) RESIDENTIAL Approved: 10/4/2021 AHI Parcel No: 777490013 Site Address: 79565 CLUBHOUSE DR LA QUINTA,CA 92253 Subdivision: PM 33367 Block: Lot: 21 Issued: 10/4/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $517,192.80 Occupancy Type: Construction Type: Expired: 1/10/2023 JFU No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 15,265SF GOLF CLUBHOUSE BUILDING [VB/A2-M-S1/148-OL/CLASS A-FR/NFPA 13] THIS PERMIT DOES NOT INCLUDE WATER FEATURE, BLOCK WALLS, EXTERIOR SITE LIGHTING OR FIRE SPRINKLER SYSTEM. DIF ASSESSED FOR GROSS BUILDING AREA AND TUMF ASSESSED PER MULTIPLE USES RETAIL/OFFICE. 2016 CALIFORNIA BUILDING CODES. Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES LETTER AARON HICKSON 12/23/2019 12/23/2019 RECEIVED REVIEW CORRECTIONS FROM ESGIL PUT IN ATTACHMENTS RESUBMITTAL AJ ORTEGA 1/17/2020 1/21/2020 ATTACHMENTS VERIFIED AND REVIEWS CREATED. 3RD SUBMITTAL ATTACHMENTS VERIFIED AND CORRECTIONS RESUBMITTAL AJ ORTEGA 4/7/2020 4/7/2020 REQUIRED, EMAIL SENT TO APPLICANT WITH REQUIRED CORRECTIONS. RESUBMITTAL AJ ORTEGA 4/30/2020 5/1/2020 3RD SUBMITTAL ATTACHMENTS VERIFIED, REVIEW CREATED. 4TH SUBMITTAL ATTACHMENTS VERIFIED AND CORRECTIONS REQUIRED, EMAIL SENT TO APPLICANT WITH REQUIRED RESUBMITTAL AJ ORTEGA 6/1/2020 6/1/2020 CORRECTIONS. STAMPED PLANS FOR CONSTRUCTION PROVIDED, RESUBMITTAL NOW COMPLETE, REVIEWS CREATED. Printed: Tuesday, July 19, 2022 11:19:58 AM 1 of 28 RWSYSiEMS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED PLANS ARE APPROVED, ALL READY TO ISSUE CHECKLIST ITEMS ARE STILL REQUIRED. READY TO ISSUE AJ ORTEGA 6/24/2020 10/4/2021 10/4/2021 COMPLETE UPDATED LIST, REMAINING CONDITION IS CHECKLIST SCHOOL FEE CERTIFICATE OF COMPLIANCE AND STREET NAME APPROVAL FROM PLANNING. CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 BROADWAY STE SAN DIEGO CA 92101 teaka_mccarthy@gensl 100 er.com CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER IRVINE CA 92618 KCARLISLE@RDOLSON. DR. STE 1200 COM DEVELOPER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 JOSH @THEROBERTG RE ENCOMPANY.COM OWNER SILVERROCK PHASE 1 3551 FONTUNA RANCH ENCINITAS CA 92924 RD FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $2,585.96 $2,585.96 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI COMMERCIAL Total Paid for ART IN PUBLIC PLACES - AIPP: $2,585.96 $2,585.96 BSAS SB1473 FEE 101-0000-20306 1 0 $21.00 $21.00 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI Total Paid for BUILDING STANDARDS ADMINISTRATION $21.00 $21.00 BSA: FEE Credit Card Fee 101-0000-43505 0 $27.47 $27.47 11/26/19 R56479 MOVED CREDIT GENSLER SAN DIEGO AHI FROM BCPR2 Total Paid for Credit Card Fee: $27.47 $27.47 Printed: Tuesday, July 19, 2022 11:19:58 AM 2 of 28 __ _.:#?wSYSiEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY DIF - CIVIC CENTER 252-0000-43200 0 $5,691.98 $5,691.98 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI DIF - FIRE PROTECTION 257-0000-43200 0 $2,624.72 $2,624.72 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI DIF - STREET 255-0000-43200 0 $3,540.32 $3,540.32 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI MAINTENANCE DIF - TRANSPORTATION 1 250-0000-43200 1 0 $86,661.54 $86,661.54 10/4/21 R67096 1599 CHECK I SILVERROCK PHASE 1 AHI Total Paid for DIF - GENERAL COMMERCIAL: $98,518.56 $98,518.56 101-0000-42600 ($243.50) ($243.50) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($38.25) ($38.25) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($75.11) ($75.11) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($120.75) ($120.75) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($93.38) ($93.38) 9/27/21 OFFSET OFFSET AOR NON-RESIDENTIAL, EA 101-0000-42403 0 $243.50 $243.50 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR ADDITIONAL 2,OOOSF COMPANY NON-RESIDENTIAL, EA 101-0000-42403 0 $38.25 $38.25 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR ADDITIONAL 2,000SF COMPANY NON-RESIDENTIAL, EA 101-0000-42600 0 $75.11 $75.11 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR ADDITIONAL 2,000SF PC COMPANY NON-RESIDENTIAL, 101-0000-42403 0 $120.75 $120.75 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF COMPANY NON-RESIDENTIAL, 101-0000-42600 0 $93.38 $93.38 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF PC COMPANY Total Paid for ELECTRICAL - NEW CONSTRUCTION 2019: $0.00 $0.00 101-0000-42600 ($483.00) ($483.00) 12/11/19 OFFSET OFFSET KHET 101-0000-42600 ($403.00) ($403.00) 12/11/19 OFFSET OFFSET KHET FIRE NEW 101-0000-42421 0 $403.00 $403.00 12/11/19 DEPOSIT DEPOSIT KHET COMMERCIAL Printed: Tuesday, July 19, 2022 11:19:58 AM 3 of 28 __ _.:ffwSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE NEW 101-0000-42420 0 $483.00 $483.00 12/11/19 DEPOSIT DEPOSIT KHET COMMERCIAL PC Total Paid for FIRE FEES: $0.00 $0.00 AIR HANDLER 101-0000-42402 0 $281.75 $281.75 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI AIR HANDLER PC 101-0000-42600 0 $93.94 $93.94 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI CONDENSER/COMPRES 101-0000-42402 0 $161.00 $161.00 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI SOR CONDENSER/COMPRES 101-0000-42600 0 $107.32 $107.32 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI SOR PC EVAPORATIVE COOLER 101-0000-42402 0 $26.84 $26.84 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI EVAPORATIVE COOLER 101-0000-42600 0 $26.84 $26.84 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI PC EXHAUST HOOD 101-0000-42402 0 $13.42 $13.42 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI EXHAUST HOOD PC 101-0000-42600 0 $5.37 $5.37 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI VENT FAN 101-0000-42402 0 $67.10 $67.10 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI VENT FAN PC 101-0000-42600 0 $26.85 $26.85 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI Total Paid for MECHANICAL 2019: $810.43 $810.43 MULTI -SPECIES COMM/INDUSTRIAL - 101-0000-20310 0 $12,865.05 $12,865.05 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI 2021 UPDATE Total Paid for MULTI -SPECIES COMM/INDUSTRIAL - 2021 $12,865.05 $12,865.05 UPDATE: 101-0000-42600 ($370.50) ($370.50) 9/27/21 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42400 0 $2,958.52 $2,958.52 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI PERMIT 2019 Printed: Tuesday, July 19, 2022 11:19:58 AM 4 of 28 __ _.:7 WYSTEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY NEW CONSTRUCTION 101-0000-42400 0 $370.50 $370.50 9/27/21 R66991 DEPOSIT GENSLER SAN DIEGO AOR PERMIT 2019 Total Paid for NEW CONSTRUCTION PERMIT 2019: $2,958.52 $2,958.52 101-0000-42600 ($2,128.52) ($2,128.52) 9/27/21 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42600 0 $2,128.52 $2,128.52 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR PLAN CHECK 2019 COMPANY Total Paid for NEW CONSTRUCTION PLAN CHECK 2019: $0.00 $0.00 FEE PLAN CHECK DEPOSIT - 101-0000-42600 1 $1,500.00 $1,500.00 11/26/19 R56479 MOVED CREDIT GENSLER SAN DIEGO AHI COMMERCIAL FROM BCPR2 PLAN CHECK DEPOSIT - 101-0000-42600 1 $3,126.99 $3,126.99 9/27/21 R66989 CTAAEC478 TRUST THE ROBERT GREEN AOR COMMERCIAL ACCOUNT COMPANY Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $4,626.99 $4,626.99 101-0000-42600 ($5.37) ($5.37) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($18.78) ($18.78) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($550.22) ($550.22) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($26.83) ($26.83) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($26.84) ($26.84) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($16.10) ($16.10) 9/27/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 9/27/21 OFFSET OFFSET AOR BACKFLOW DEVICE 101-0000-42401 0 $13.42 $13.42 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI BACKFLOW DEVICE PC 101-0000-42600 0 $5.37 $5.37 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR COMPANY BUILDING SEWER 101-0000-42401 0 $26.83 $26.83 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI Printed: Tuesday, July 19, 2022 11:19:58 AM 5 of 28 __ _.:#?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 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR COMPANY FIXTURE/TRAP 101-0000-42401 0 $550.22 $550.22 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI FIXTURE/TRAP PC 101-0000-42600 0 $550.22 $550.22 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR COMPANY GAS SYSTEM, 5+ 101-0000-42401 0 $40.25 $40.25 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $26.83 $26.83 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR OUTLETS PC COMPANY GREASE INTERCEPTOR 101-0000-42401 0 $40.25 $40.25 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI GREASE INTERCEPTOR 101-0000-42600 0 $13.42 $13.42 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR PC COMPANY ROOF DRAIN 101-0000-42401 0 $26.84 $26.84 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI ROOF DRAIN PC 101-0000-42600 0 $26.84 $26.84 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR COMPANY WATER HEATER/VENT 101-0000-42401 0 $26.84 $26.84 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI WATER HEATER/VENT THE ROBERT GREEN 101-0000-42600 0 $16.10 $16.10 9/27/21 R66990 DEPOSIT AOR PC COMPANY WATER SYSTEM 101-0000-42401 0 $13.42 $13.42 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI INST/ALT/REP WATER SYSTEM 101-0000-42600 0 $13.42 $13.42 9/27/21 R66990 DEPOSIT THE ROBERT GREEN AOR INST/ALT/REP PC I I I I I I I I ICOMPANY Total Paid for PLUMBING 2019: $738.07 $738.07 FEE RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 11/26/19 R56479 MOVED CREDIT GENSLER SAN DIEGO AHI FROM MAJOR BCPR2 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 Printed: Tuesday, July 19, 2022 11:19:58 AM 6 of 28 __ _.:#?wSYSiEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY SMI - COMMERCIAL 101-0000-20308 0 $144.81 $144.81 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI Total Paid for STRONG MOTION INSTRUMENTATION SMI: $144.81 $144.81 FEE TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 11/26/19 R56479 MOVED CREDIT GENSLER SAN DIEGO AHI ENHANCEMENT FEE FROM BCPR2 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TUMF 2018 - OFFICE 224-0000-20320 0 $3,393.80 $3,393.80 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI TUMF 2018 - RETAIL 224-0000-20320 0 $22,435.33 $22,435.33 10/4/21 R67096 1599 CHECK SILVERROCK PHASE 1 AHI Total Paid for TUMF 2018: $25,829.13 $25,829.13 ML TOTALS: $149,151.99 $149,151.99 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS 7m-,0/5/2021 NOTES DATE DATE 7:04 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9496971498 UNDERGROUND ELEC DCL 10/6/2021 10/6/2021 PARTIALLY eTRAKiT Inspection a -Mail: jbloom@dolson.com APPROVED Request - CLUB HOUSE - UNDERGROUND RUNS FROM MAIN SERVICE LOCATION TO PRO SHOP, TRANSFORMER, AND SERVICE YARD AREAS. REFERENCE PLAN SHEET CH- E003.101 FOR APPROVED UNDERGROUND AREAS. Printed: Tuesday, July 19, 2022 11:19:58 AM 7 of 28 __ _.:N?WSYSiEMS UNDERGROUND PLBG AMOR 10/21/2021 1 10/21/2021 PARTIALLY APPROVED Please Mando Alarcon (949) 610-9375 10/19/2021 10:33 AM R D OLSON CONSTRUCTION INC A.M. inspection if possible Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9494742001 e-Mail: KCARLISLE@RDOLSON.COM 1. UNDERGROUND PLUMBING FOR THE COUB HOUSE DIES NIT INCLUDE THE GREASE INTERCEPTOR PLUMBING. Highlighted Monds office set 1. UNDERGROUND PLUMBING FOR THE COUB HOUSE DIES NIT INCLUDE THE GREASE INTERCEPTOR PLUMBING. Highlighted Monds office set 10/25/2021 10:46 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC GREASE INTERCEPTOR DCL 10/26/2021 10/26/2021 PARTIALLY eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR APPROVED Request Phone:9494742001 e-Mail: KCARLISLE@RDOLSON.COM - UG GREASE LINES TO MAIN INTERCEPTOR (1000 GAL) - SEE CH-1302.201 FOR APPROVAL AREAS. - HIGH PLUMBING FIXTURES AT KITCHEN/ UNDERGROUND PLBG DCL 10/26/2021 10/26/2021 PARTIALLY EMPLOYEE BATHROOM AREAS (FLOOR APPROVED DRAINS/SINK) - SEE CH-P03.301 FOR APPROVAL AREAS. Printed: Tuesday, July 19, 2022 11:19:58 AM 8 of 28 __ _.:N-r-wSYSiEMS TEMPLATE FOOTING FOOTINGS JFU JFU 11/15/2021 11/16/2021 11/15/2021 11/16/2021 PARTIALLY APPROVED DISAPPROVE D eTRAKiT Inspection Request eTRAKiT Inspection Request 11/11/2021 1:21 PM R D OLSON CONSTRUCTION INC request for A.M. inspection if possible, cell # (949) 610-9375 Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9494742001 e-Mail: aalarcon@rdolson.com (23) TEMPLATE FOOTINGS FOR HSS & 5" STD PIPE COLUMNS. DOES NOT INCLUDE THE (10) REMAINING COLUMNS AT THE COVERED PATIO AREAS OUTSIDE THE RESTROOMS AND THE RESTAURANT. (SEE ATTACHED EXHIBIT FOR LOCATIONS OF APPROVAL). 11/15/2021 2:17 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: KCARLISLE@RDOLSON.COM Printed: Tuesday, July 19, 2022 11:19:58 AM 9 of 28 __ _.:N-r-wSYSiEMS THIS INSPECTION DID NOT INCLUDE THE CMU WALLS AT MECHANICAL/SERVICE YARD NOR THE (10) PAD TEMPLATE FOOTINGS AT THE REMAINING COLUMNS AT THE COVERED PATIO AREAS OUTSIDE THE RESTROOMS AND THE RESTAURANT. (SEE ATTACHED EXHIBIT FROM 11/16/2021 FOR DISAPPROVE eTRAKiT Inspection PAD/TEMPLATES STILL REQUIRING FOOTINGS JFU 11/16/2021 11/16/2021 D Request INSPECTION). CORRECTIONS: -EOR ACCEPTANCE OF SSTB BOLTS IN LIEU OF THREADED BOLTS REQUIRED -FORM CERTIFICATION REQUIRED -SPECIAL INSPECTION REPORT REQUIREDFOR CONCRETE FOOTINGS PER CBC 1705.3 11/22/2021 2:51 PM R D OLSON CONSTRUCTION INC am inspection if possible Contact Name: R D OLSON CONSTRUCTION INC GREASE INTERCEPTOR AOR 11/23/2021 11/23/2021 APPROVED eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@rdolson.com VENT PIPING AND INSTALLATION OF GREASE AND SAND/OIL INTERCEPTOR. DRAIN, WASTE AND VENT PIPING FOR GREASE, SAND/OIL AND DRAINAGE FROM UNDERGROUND PLBG AOR 11/23/2021 11/23/2021 APPROVED CAN WASH, TRASH AND NORTH END OF CART BARN TO INTERCEPTORS ONLY, NO FURTHER UG PLUMBING INSPECTIONS REMAIN. Printed: Tuesday, July 19, 2022 11:19:58 AM 10 of 28 __ _.:#?wSYSiEMS GRADE BEAM AOR 11/23/2021 11/23/2021 APPROVED eTRAKiT Inspection Request 11/22/2021 11:57 AM R D OLSON CONSTRUCTION INC A.M. inspection if Possible Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com ENTRY AND PATIO GB-1 GRADE BEAMS INCLUDING QTY (5) F3 AND QTY (5) F2 PADS. 12/8/2021 10:23 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR SLAB AOR 12/10/2021 12/10/2021 APPROVED AM request, if possible Phone: 9496109375 e-Mail: aalarcon@rdolson.com RFI REQUIRED FOR 16" ON CENTER SLAB REINFORCEMENT SPACING. RFI PROVIDED, SEE ATTACHED, STATUS UPDATED TO APPROVED. 1/6/2022 3:10 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC PARTIALLY Site Address: 79565 CLUBHOUSE DR ROOF NAIL DCL 1/7/2022 1/7/2022 APPROVED Request AM Inspection Phone: 9496109375 e-Mail: aalarcon@rdolson.com - CH 502.202 - PARTIAL ROOF NAIL. EXCLUDES ROOF PENETRATIONS AND ROOF TOP MECHANICAL AREA. Printed: Tuesday, July 19, 2022 11:19:58 AM 11 of 28 RWSYSiEMS ROOF NAIL AOR 1/20/2022 1/20/2022 APPROVED eTRAKiT Inspection Request 1/19/2022 12:48 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com REMAINING AREAS, INCLUDING CRICKET INSTALLATIONS, NO FURTHER AREAS REMAIN TO BE INSPECTED. 2/10/2022 10:22 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9494742001 eTRAKiT Inspection a -Mail: aalarcon@rdolson.com ROUGH MECH JFU 2/11/2022 2/11/2022 NOT READY Request INSPECTION SCHEDULED TO INSPECT SUPPLY DUCTS PRIOR TO INSULATION INSTALLATION. FOREMAN DIRECTED TO GO AHEAD AMOVE FORWARD WITH INSULATION INSTALLATION AND REQUEST A ROUGH MECHANICAL INSPECTION ALONG WITH FRAMING COMBINATION INSPECTION. 2/25/2022 10:20 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION OKAY TO WRAP DCL 2/28/2022 2/28/2022 CANCELED eTRAKiT Inspection INC Request Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com Printed: Tuesday, July 19, 2022 11:19:58 AM 12 of 28 RWSYSiEMS 2/25/2022 10:26 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION ROUGH PLBG DCL 3/1/2022 3/1/2022 PARTIALLY eTRAKiT Inspection INC APPROVED Request Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com - SEE FRAMING NOTES. 2/25/2022 10:26 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION PARTIALLY eTRAKiT Inspection INC ROUGH MECH DCL 3/1/2022 3/1/2022 APPROVED Request Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com - SEE FRAMING NOTES. 2/25/2022 10:26 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION ROUGH ELEC DCL 3/1/2022 3/1/2022 PARTIALLY eTRAKiT Inspection INC APPROVED Request Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com - SEE FRAMING NOTES. Printed: Tuesday, July 19, 2022 11:19:58 AM 13 of 28 __ _.:#rwSYSiEMS FRAMING DCL 3/1/2022 3/1/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 2/25/2022 10:26 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com - SEE STRUCTURAL OBSERVATION IN ATTACHMENTS.- FIRE DEPARTMENT OVERHEAD ROUGH APPROVAL REQUIRED. - EXCLUDES LIDS THROUGHOUT, PENDING LIGHT FIXTURE INSTALLATION. SEE ALSO OK TO WRAP INSPECTION NOTES. ALL OVERHEAD MECHANICAL AND PLUMBING ROUGH IN TO BE COMPLETE BY T-BAR INSPECTION REQUEST.- OK TO ONE SIDE INTERIOR WALLS AND INSULATE EXTERIOR WALLS. EXCLUDES AREAS REQUIRING FIRE INSPECTION. 2/25/2022 10:26 AM R D OLSON CONSTRUCTION INC eTRAKiT Inspection Contact Name: R D OLSON CONSTRUCTION FOOTINGS DCL 3/1/2022 3/1/2022 CANCELED INC Request Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@rdolson.com - EXCLUDES EXTERIOR OVERHANGS WITH OKAY TO WRAP DCL 3/1/2022 3/1/2022 PARTIALLY LIGHTING. ROUGH ELECTRICAL INSPECTION APPROVED REQUIRED AT THESE AREAS WHEN LIGHTING FIXTURES ARE INSTALLED. Printed: Tuesday, July 19, 2022 11:19:58 AM 14 of 28 __ _.:j-?-wSYSiEMS 4/27/2022 10:17 AM R D OLSON Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR Phone:9496109375 ROUGH PLBG DCL 4/28/2022 4/28/2022 APPROVED eTRAKiT Inspection a -Mail: aalarcon@rdolson.com Request - GAS LINES INSTALLED AND ON TEST. ROUGH MECH AND ELECTRICAL REMAIN OUTSTANDING. SEE FRAMING NOTE AND WRAP NOTES. 4/27/2022 10:17 AM R D OLSON Contact Name: R D OLSON GAS LINE/TEST DCL 4/28/2022 4/28/2022 APPROVED eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@rdolson.com 5/2/2022 11:59 AM R D OLSON late am if possible Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR FOOTINGS DCL 5/3/2022 5/3/2022 CANCELED eTRAKiT Inspection Phone:9496109375 Request a -Mail: Aalarcon@rdolson.com - FOOTING INSPECTION FOR SITE WALLS SCHEDULED ON INCORRECT PERMIT. 5/9/2022 10:37 AM R D OLSON early afternoon if possible Contact Name: R D OLSON FOOTINGS DCL 5/11/2022 5/11/2022 CANCELED eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: AALARCON@RDOLSON.COM Printed: Tuesday, July 19, 2022 11:19:58 AM 15 of 28 __ _.:#?wSYSiEMS 5/10/2022 2:21 PM R D OLSON Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR eTRAKiT Inspection Phone: 9496109375 BOND BEAM DCL 5/12/2022 5/12/2022 CANCELED Request a -Mail: AALARCON@RDOLSON.COM - INCORRECT PERMIT FOR WALL INSPECTIONS. FOOTING INSPECTION PERFORMED ON PERMIT BWFE2022-0014. 5/13/2022 6:24 AM R D OLSON Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR FOOTINGS BLD 5/16/2022 5/16/2022 CANCELED eTRAKiT Inspection phone: 9496109375 Request a -Mail: AALARCON@RDOLSON.COM BOND BEAM SCHEDULED FOR CLUB HOUSE WALL PERMIT - BWFE2022-0014. 5/17/2022 7:22 AM R D OLSON Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR OKAY TO WRAP DCL 5/18/2022 5/18/2022 APPROVED eTRAKiT Inspection phone: 9496109375 Request a -Mail: AALARCON@RDOLSON.COM EXTERIOR OVERHEAD LIGHTING INSTALLED, OK TO WRAP. 5/17/2022 7:22 AM R D OLSON Contact Name: R D OLSON ROUGH ELEC DCL 5/19/2022 5/19/2022 CANCELED eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: AALARCON@RDOLSON.COM Printed: Tuesday, July 19, 2022 11:19:58 AM 16 of 28 RWSYSiEMS eTRAKiT Inspection - OK TO WRAP APPROVED ON 5/18/2022. ROUGH ELEC DCL 5/19/2022 5/19/2022 CANCELED Request OK TO PROCEED WITH LATHING. 6/7/2022 10:20 AM R D OLSON Partial on walls only, A.M. if possible Contact Name: R D OLSON PARTIALLY eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR INSULATION DCL 6/8/2022 6/8/2022 APPROVED Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM - PARTIAL FOR WALLS ONLY. 6/20/2022 12:05 PM R D OLSON Contact Name: R D OLSON DRYWALL NAIL AOR 6/21/2022 6/21/2022 NOT READY eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM 6/22/2022 11:27 AM R D OLSON this is a partial insulation request for the exterior soffits Contact Name: R D OLSON PARTIALLY eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR INSULATION DCL 6/23/2022 6/23/2022 APPROVED Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM - EXTERIOR SOFFITS ONLY. - EXTERIOR SOFFITS ONLY. Sprinkler rough reinspection required. Rough Wire - Fire Alarm inspection is also required prior to insulating and covering. OVERHEAD ROUGH KHET 6/27/2022 6/27/2022 DISAPPROVE SEE NOTES *Sprinkler plans require full (100%) non - PIPING D combustible insulation of TA trusses on exterior projections over 4-feet to avoid the need for sprinklers underneath. - Building Inspector to double confirm. Printed: Tuesday, July 19, 2022 11:19:58 AM 17 of 28 RWSYSiEMS ROUGH ELEC JFU 6/27/2022 6/27/2022 DISAPPROVE D CART BARN ONLY INSPECTION SCHEDULED FOR CART BARN ONLY. SEE FRAMING INSPECTION CORRECTIONS DATED 6/27/2022. INSPECTION SCHEDULED FOR CART BARN ROUGH PLBG JFU 6/27/2022 6/27/2022 DISAPPROVE CART BARN ONLY ONLY. SEE FRAMING INSPECTION D CORRECTIONS DATED 6/27/2022. 6/24/2022 7:10 AM R D OLSON this is for the ceilings only Contact Name: R D OLSON FRAMING JFU 6/27/2022 6/27/2022 DISAPPROVE CART BARN ONLY Site Address: 79565 CLUBHOUSE DR D Phone:9496109375 e-Mail: @RDOLSON.COM Printed: Tuesday, July 19, 2022 11:19:58 AM 18 of 28 __ _.:#rwSYSiEMS FRAMING ROUGH -WIRE INSPECTION JFU KHET 6/27/2022 1 6/27/2022 DISAPPROVE D 6/30/2022 1 6/30/2022 1 APPROVED CART BARN ONLY SEE NOTES INSPECTION SCHEDULED FOR CART BARN CEILINGS ONLY. CORRECTIONS: -REMOVE CEILING INSULATION -PROVIDE FIX FROM ENGINEER OF RECORD WHERE HOLES WERE BORED IN TJI IN EXCESS OF WHAT MANUFACTURER ALLOWS -PROVIDE FOR ACCEPTANCE OF BEAMS INSTALLED AT SWAMP COOLER OPENINGS AND AT LOCATIONS WHERE TJIs WERE NOT ABLE TO BE CONNECTED TO BEAMS/LEDGERS DUE TO BEAM SADDLES/HARDWARE INTERFERING -PROVIDE FOR ACCEPTANCE OF ALTERNATE JOISTS (TJI 230s SPECIFIED, ROSEBURG RPFI 40s INSTALLED) -ELECTRICAL BOX FILL EXCEEDED, MAKE SURE QUANTITY OF CONDUCTORS DO NOT EXCEED THE FILL CAPACITY AT ELECTRICAL BOXES -OBTAIN FIRE DEPARTMENT OVERHEAD APPROVAL -COMPLETE LINESET INSTALLATIONS -COMPLETE GAS LINE INSTALLATIONS -PRESSURIZE WATER LINES WITH WATER -PROVIDE STRUCTURAL OBSERVATION LETTER -LAND ELECTRICAL BOX AND SECURE FLEXIBLE METAL CONDUIT OUTSIDE GENERAL MANAGER'S OFFICE FA2022-0005 AND FSS2022-0010 Rough Sprinkler and Alarm completed. Okay to insulate and cover. Printed: Tuesday, July 19, 2022 11:19:58 AM 19 of 28 __ _.:N-r-wSYSiEMS DRYWALL NAIL JFU 7/1/2022 7/1/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 6/30/2022 3:46 PM R D OLSON partial for nail in kitchen to apply 2nd layer Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR Phone:9496109375 a -Mail: aalarcon@RDOLSON.COM ALL WALLS EXCEPT AT RESTAURANT, PRO SHOP, MEN'S RESTROOM AND EAST WALL OF CART BARN. 7/8/2022 8:54 AM R D OLSON Contact Name: R D OLSON Site Address: 79565 CLUBHOUSE DR Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM DISAPPROVE eTRAKiT Inspection -PATCH WATER RESISTIVE BARRIER AT LATH JFU 7/12/2022 7/12/2022 D Request LINESET PENETRATIONS -PATCH HOLE AT ELECTRICAL BOX AT SOUTH CORNER (ALONG GRIDLINE 7 BETWEEN LINES F & G) -SEAL PENETRATIONS AT HOSE BIB AND WATER BOTTLE FILLER CABINET (BETWEEN RESTAURANT AND RESTROOMS) -SEAL PENETRATION OF WATER RESISTIVE BARRIER AT 7/12/2022 3:04 PM R D OLSON Am if possible and contact when arriving eTRAKiT Inspection Contact Name: R D OLSON LATH JFU 7/13/2022 7/14/2022 APPROVED Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM Printed: Tuesday, July 19, 2022 11:19:58 AM 20 of 28 __ _.:#?WSYSiEMS 7/14/2022 6:10 AM R D OLSON Contact Name: R D OLSON eTRAKiT Inspection Site Address: 79565 CLUBHOUSE DR LATH JFU 7/15/2022 7/15/2022 CANCELED Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM APPROVED 7/13/2022. 7/18/2022 10:43 AM R D OLSON eTRAKiT Inspection Contact Name: R D OLSON ROUGH ELEC JFU 7/19/2022 Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM 7/18/2022 10:43 AM R D OLSON eTRAKiT Inspection Contact Name: R D OLSON FRAMING JFU 7/19/2022 Site Address: 79565 CLUBHOUSE DR Request Phone:9496109375 e-Mail: aalarcon@RDOLSON.COM RETURNED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST PERMIT TECH — AJ ORTEGA 11/26/2019 11/27/2019 11/26/2019 COMPLETE PERMIT APPLIED FOR INCORRECTLY, MOVED ETRAKIT (1 DAY) FROM BCPR2019-0009, REVIEWS CREATED. 1ST BLDG NS — AJ ORTEGA 11/26/2019 12/19/2019 12/27/2019 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW CORRECTION LIST. ETRAKIT (3 WK) 1ST PLANNING — NICOLE 11/26/2019 12/10/2019 12/10/2019 REVISIONS REQUIRED Plans are not consistent with approved SDP. ETRAKIT (2 WK) CRISTE Printed: Tuesday, July 19, 2022 11:19:58 AM 21 of 28 __ _.:#?WSYSiEMS 1ST PUBLIC WORKS — ETRAKIT (2 WK) AMY YU 11/26/2019 12/10/2019 12/2/2019 PENDING DOCUMENTS PENDING APPROVAL OF PRECISE GRADING PLAN, PAD CERTS, AND COMPACTION REPORT PRIOR TO PERMIT ISSUANCE Office of the Fire Marshal Review - The following corrections are required: 1. Sheet A00.001 'Building Code Data — Code Summary" area requires some clarification. a. The Fire Protection is described to be to NFPA 13R standard. Correct to NFPA 13. b. The S-1 Cart Barn Occupancy is identified as "Accessory" to the A-2. CBC 508.2 limits the accessory occupancy to 10% of the main occupancy. c. In the "Stories" description, it advises "with area increase". An area increase does not appear to be proposed or needed. d. In the "Areas" description, the Proshop is classified as A-2 occupancy. Would group M- occupancy be more appropriate? 2. Fire Deferred Submittals shall include "Private Fire Mains" and "Hood Suppression Systems". 3. All architectural floor plan sheets shall include a visual scale so as to calibrate for electronic reviews to ensure adequate measurements. 4. Identify the numerical addressing of this structure. Provide details of the numerics, the dimensions and the posted location on the structure or monument element. 1ST FIRE - ETRAKIT KOHL 11/26/2019 12/10/2019 12/11/2019 REVISIONS REQUIRED SEE NOTES 5. Identify the size, location and installation (2 WK) HETRICK method for all required portable fire extinguishers in compliance with CFC 906. 6. Structural Plans shall identify the Design Dead Load as including the automatic -wet fire sprinkler system components specifically. 7. Architectural plans appear to identify a 3-hour rated fire barrier assembly between the A-2 Kitchen and S-1 Cart Barn occupancy areas. Confirm and provide details of the assembly if Printed: Tuesday, July 19, 2022 11:19:58 AM 22 of 28 RWYSiEMS being provided. a. Is this being provided to established "separated occupancies in compliance with CBC 508.4? b. If the fire barrier is being provided, penetrations and openings shall be detailed to comply with code requirements. This includes mechanical duct dampers. 8. Interior Finish Plans shall adequately identify the classification of combustible materials to be used. a. Curtains, drapes and decorative materials shall be shown to comply with CCR Title 19, Division 1, Section 3.08 — Decorative Materials. Any questions regarding these items may be addressed to kohl.hetrick@fire.ca.gov or 760-777- 7074. 1ST BLDG KURT CULVER 11/26/2019 12/19/2019 12/17/2019 REVISIONS REQUIRED COMPLETE (2 WK) 2ND BLDG COMPLETE (2 WK) KURT CULVER 1/17/2020 2/3/2020 2/27/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW ESGIL CORRECTIONS. 2ND FIRE - ETRAKIT KOHL 1/17/2020 1/27/2020 2/24/2020 READY FOR APPROVAL SEE COA IN (1 WK) HETRICK ATTACHMENTS PENDING APPROVAL OF PRECISE GRADING PLAN, 2ND PUBLIC WORKS AMY YU 1/17/2020 1/27/2020 1/22/2020 PENDING DOCUMENTS PAD CERTS, AND COMPACTION REPORT PRIOR TO — ETRAKIT (1 WK) PERMIT ISSUANCE 2ND PLANNING — NICOLE 1/17/2020 1/27/2020 1/23/2020 PENDING DOCUMENTS Planning approval pending submittal and review ETRAKIT (1 WK) CRISTE of MBA by applicant. 2ND BUILDING — AJ ORTEGA 1/17/2020 2/3/2020 3/2/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. ETRAKIT (2 WK) ATTACHMENTS UPLOADED FOR 3RD REVIEW 3RD PERMIT TECH — REQUIRE REVISION, EMAIL SENT TO APPLICANT. AJ ORTEGA 4/7/2020 4/7/2020 4/7/2020 REVISIONS REQUIRED ATTACHMENTS UPLOADED FOR 3RD REVIEW ETRAKIT (1 DAY) REQUIRE REVISION, EMAIL SENT TO APPLICANT. Printed: Tuesday, July 19, 2022 11:19:58 AM 23 of 28 RWSYSiEMS COMMENTS STILL REMAIN, EMAIL SENT TO 3RD PERMIT TECH — AJ ORTEGA 4/17/2020 4/18/2020 4/17/2020 INCOMPLETE APPLICANT TO NOTIFY RESUBMITTAL IS ETRAKIT (1 DAY) INCOMPLETE. 3RD BLDG NS — AJ ORTEGA 4/30/2020 5/14/2020 5/14/2020 REVISIONS REQUIRED SEE ATTACHED 3RD REVIEW CORRECTION LIST. ETRAKIT (2 WK) 3RD PERMIT TECH — AJ ORTEGA 4/30/2020 5/1/2020 5/1/2020 COMPLETE VERIFIED ATTACHMENTS, REVIEWS CREATED. ETRAKIT (1 DAY) 3RD BLDG KURT CULVER 5/1/2020 5/11/2020 5/14/2020 REVISIONS REQUIRED SEE ATTACHED 3RD REVIEW CORRECTION LIST. COMPLETE (1 WK) 3RD PLANNING — NICOLE 5/1/2020 5/8/2020 5/12/2020 READY FOR APPROVAL ETRAKIT (1 WK) CRISTE COMPACTION REPORT RECEIVED 3RD PUBLIC WORKS AMY YU 5/1/2020 5/8/2020 5/8/2020 PENDING DOCUMENTS — ETRAKIT (1 WK) PENDING APPROVAL OF PRECISE GRADING PLAN AND PAD CERT PLANS NOT STAMPED OR SIGNED. 4TH PERMIT TECH - ETRAKIT (1 DAY) AJ ORTEGA 5/29/2020 6/1/2020 6/1/2020 COMPLETE PLANS DETERMINED COMPLETE, STATUS UPDATED TO COMPLETE, REVIEWS CREATED. SEE 4TH REVIEW TRANSMITTAL ATTACHED, 4TH BLDG KURT CULVER 6/2/2020 6/9/2020 6/18/2020 APPROVED- MINOR COMMENT MAY BE INSPECTED IN THE COMPLETE (1 WK) CONDITIONS FIELD. 4TH BLDG NS (1 WK) AJ ORTEGA 6/2/2020 6/9/2020 6/24/2020 APPROVED- SEE CONDITIONS TAB. CONDITIONS PAD CERT AND COMPACTION RECEIVED. 4TH PUBLIC WORKS AMY YU 9/27/2021 10/4/2021 9/27/2021 READY FOR APPROVAL PRECISE GRADING PLAN APPROVED. (1 WK) GRADING PERMITS FOR ROUGH AND PRECISE GRADING ISSUED Printed: Tuesday, July 19, 2022 11:19:58 AM 24 of 28 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0070 - 1ST DOC 11/26/2019 AJ ORTEGA 1ST SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf BCOM2019-0070 - 1ST 1ST SUBMITTAL DOC 11/26/2019 AJ ORTEGA STRUCTURAL SUBMITTAL 1 STRUCTURAL CALCULATIONS CALCULATIONS.pdf RECEIPT (FROM BCOM2019-0070 - RECEIPT (FROM DOC 11/26/2019 AJ ORTEGA BCPR2019-0009 0 WEB4354) BCPR2019-0009 WEB4354).pdf BCOM2019-0070 - 1ST DOC 12/27/2019 AJ ORTEGA 1ST REVIEW ESGIL FEE REVIEW ESGIL FEE 0 SHEET SHEET.pdf BCOM2019-0070 - 1ST DOC 12/27/2019 AJ ORTEGA 1ST REVIEW ESGIL REVIEW ESGIL 0 CORRECTION LIST CORRECTION LIST.pdf BCOM2019-0070 - 1ST DOC 12/27/2019 AJ ORTEGA 1ST REVIEW REVIEW CORRECTION 1 CORRECTION LIST LIST.pdf BCOM2019-0070 - 2ND DOC 3/2/2020 AJ ORTEGA 2ND REVIEW REVIEW CORRECTION 1 CORRECTION LIST LIST.pdf BCOM2019-0070 - 2ND DOC 3/2/2020 AJ ORTEGA 2ND REVIEW ESGIL REVIEW ESGIL 1 CORRECTIONS CORRECTIONS.pdf DOC 4/2/2020 AJ ORTEGA CVWD APPROVAL BCOM2019-0070 - 1 CVWD APPROVAL.pdf BCOM2019-0070 - 3RD DOC 5/14/2020 AJ ORTEGA 3RD REVIEW ESGIL REVIEW ESGIL 0 CORRECTIONS CORRECTIONS.pdf Printed: Tuesday, July 19, 2022 11:19:58 AM 25 of 28 __ _.:#rwSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0070 - 3RD DOC 5/14/2020 AJ ORTEGA 3RD REVIEW REVIEW CORRECTION 1 CORRECTION LIST LIST.pdf BCOM2019-0070 - 4TH 4TH REVIEW ESGIL DOC 6/24/2020 AJ ORTEGA APPROVED WITH REVIEW ESGIL 1 APPROVED WITH CONDITIONS CONDITIONS.pdf BCOM2019-0070 - DOC 6/24/2020 AJ ORTEGA HEALTH DEPARTMENT HEALTH DEPARTMENT 1 APPROVAL AppROVAL.pdf RFI 30 (REBAR SLAB BCOM2019-0070 - RFI DOC 12/13/2021 AJ ORTEGA 30 (REBAR SLAB 1 SPACING) SPACING).pdf BCOM2019-0070 - 2ND DOC 1/17/2020 EtrakitContractor 2ND SUBMITTAL SUBMITTAL 1 GEOTECHNICAL REPORT GEOTECHNICAL REPORT.pdf BCOM2019-0070 - 2ND 2ND SUBMITTAL DOC 1/17/2020 EtrakitContractor SPECIFICATION SUBMITTAL 1 MANUAL (1 OF 2) SPECIFICATION MANUAL (1 OF 2).pdf BCOM2019-0070 - 2ND 2ND SUBMITTAL DOC 1/17/2020 EtrakitContractor SPECIFICATION SUBMITTAL 1 MANUAL (2 OF 2) SPECIFICATION MANUAL (2 OF 2).pdf BCOM2019-0070 - 2ND 2ND SUBMITTAL DOOR DOC 1/17/2020 EtrakitContractor HARDWARE SUBMITTAL DOOR 1 HARDWARE SPECIFICATIONS SPECIFICATIONS.pdf BCOM2019-0070 - 2ND DOC 1/17/2020 EtrakitContractor 2ND SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.PDF Printed: Tuesday, July 19, 2022 11:19:58 AM 26 of 28 __ _.:#rwSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0070 - 2ND DOC 1/17/2020 EtrakitContractor 2ND SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf BCOM2019-0070 - 3RD DOC 4/6/2020 EtrakitContractor 3RD SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf BCOM2019-0070 - 3RD DOC 4/29/2020 EtrakitContractor 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET (FOOD SERVICE) (FOOD SERVICE).pdf BCOM2019-0070 - 3RD DOC 4/29/2020 EtrakitContractor 3RD SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf DOC 5/20/2020 EtrakitContractor 4TH SUBMITTAL PATH PA 10A POT and 1 OF TRAVEL Park.pdf BCOM2019-0070 - 4TH DOC 5/29/2020 EtrakitContractor 4TH SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf 4TH SUBMITTAL Uponor AquaPEX DOC 5/29/2020 EtrakitContractor UPONOR AQUA PEX System Disinfection 1 SYSTEM GUIDLINES Guidelines 8-16-19.pdf BCOM2019-0070 - 4TH DOC 6/1/2020 EtrakitContractor 4TH SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf BCOM2019-0070 - 4TH DOC 6/1/2020 EtrakitContractor 4TH SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET (FOOD SERVICE) (FOOD SERVICE).pdf TEMPLATE FTG TEMPLATE FTG DOC 11/15/2021 JAKE FUSON INSPECTION EXHIBIT- INSPECTION EXHIBIT- 1 11-15-2021 11-15-2021.pdf Printed: Tuesday, July 19, 2022 11:19:58 AM 27 of 28 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0070 - RFI - RFI - ROOF BEAM DOC 7/18/2022 JAKE FUSON CONNECTION ROOF BEAM 1 CONNECTION ALTERNATES ALTERNATES.pdf BCOM2019-0070 - RFI - DOC 7/18/2022 JAKE FUSON RFI - ROOF JOIST ROOF JOIST 1 SUBSTITUTION SUBSTITUTION.pdf BCOM2019-0070 - RFI - RFI - FOR ACCEPTANCE DOC 7/18/2022 JAKE FUSON OF ROOF JOIST AND FOR ACCEPTANCE OF 1 ROOF JOIST AND BEAM BEAM BORING BORING.pdf BCOM2019-0070 - 1ST DOC 12/17/2019 KURT CULVER 1ST REVIEW ESGIL REVIEW ESGIL 0 CORRECTION LIST CORRECTION LIST.doc DOC 2/24/2020 KOHL HETRICK 2ND REVIEW FIRE COA BCOM2019-0070 - 2ND 1 REVIEW FIRE COA.pdf Printed: Tuesday, July 19, 2022 11:19:58 AM 28 of 28 __ _.:#rwSYSiEMS County of Riverside DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. BOX 7909 • RIVERSIDE, CA 92513-7909 KEITH JONES, DIRECTOR Protecting People and the Envimm-n t FOOD ESTABLISHMENT PLAN APPROVAL NOTICE Plan Check # Project Name Silver Rock Resort Clubhouse Plans Submitted by Mark Walsh Date 4-16-2020 Address 52-100 — 52-150 SilverRock Way, La Quinta Phone 415-854-9913 Owner SilverRock Address 3551 Fortuna Ranch Rd. Encinitas CA Phone 760-634-6543 Development Corp. 92024 LLC The plans are now approved subject to the conditions listed below and the attached compliance sheet. 1. According to the email from Mark Walsh the storage has been reconfigured to 48 linear feet. ( Shelving must be a minimum three tiers that are 18 inches minimum width, metro style wire racks , commercial grade). Refer to email sent by Mark Walsh on 4-16-2020 that indicates additional storage was added. 2. Bar storage required ( when a bar is located within a food establishment, the backup storage requirement for the bar must be provided in addition to the required backup dry food storage. (16 linear feet plus 32 linear feet for the food facility equals 48 linear feet total.) Refer to email dated 4-16-2020 by Mark Walsh, additional storage was added and they also will be utilizing back up dry storage at the Shared Services building. 3. According to email received April 1 st from Veit Kugel ; the finishes for the kitchen, locker room will have quarry tile and ceramic tile with respective integral cove base tile. 4. According to email received from April 1 st from Veit Kugel the janitorial, break rooms and SS corridor with lockers will have commercial grade sheet vinyl. The sheet vinyl is to cove up the walls with 1/4" minimum cove base. If there are floor drains in this area, then commercial grade sheet vinyl is not allowed and you would need to use another type of approved finishes. 5. According to the email received on April 1 st from Veit Kugel, The trash area is to have sealed concrete with sanitary cove tile . 6. According to the email received on April 1 st from Veit Kugel the bar will have slip resistant epoxy flooring with integral cove. 7. According to the email received on April 1 st from Veit Kugel CONSTRUCTION INSPECTIONS: Contact the Plan Checker for a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Request for 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 approved 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 Office Locations • Blythe • Corona • Hemet • Indio • Murrieta • Palm Springs • Riverside Phone (888)722-4234 www.rivcoeh.org I acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during construction: Signature Date _ 4/16/19 Company Name The Marshall Associates, Inc. Corona Hemet Indio Murrieta Palm Springs 2275 S. Main St #204 800 S. Sanderson #200 47-950 Arabia St "A" 38740 Sky Canyon Dr. 544 S. Pasco Dorotea Corona, Ca 92882 Hemet, Ca 92545 Indio, Ca 92201 Murrieta, Ca 92563 Pal n Springs, Ca (951) 273-9140 (951)766-2824 (760) 863-8287 (951) 461-0284 92264 760-320-1048 Veit Kugel, Gensler 04.16.2020 Riverside -west 4065 County Circle Riverside, Ca 92503 (951) 358-5172 Riverside -East 3880 Lemon St. Riverside, Ca 92501 (951) 955-8982 V`1ATgR COACHELLA VALLEY WATER DISTRICT O/STRtG� P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date:3123/2020 SUBJECT: PM 37207, SILVERROCK, 25400 SILVERROCK WAY, LA QUINTA, "CLUBHOUSE" (SOURCE CONTROL ONL' ROBERT GREEN Project: 20-10877 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 &nilts CID Fee Type Description Charge Amount Total Amount 1.00 SA JAPPIVJAIVER FEE SOURCE CNTRL $50,001 $50.00 $50.00 Paid $ Development Services DepaYnani / MAR 2 5 2020 Coachella Vallayy '*ater District 75-515 Hoveiy Lane East Palm Desert, CA 92211 SUBJECT: PM 37207, SILVERROCK, 25400 SILVERROCK WAY, LA QUINTA. "CLUBHOUSE" (SOURCE CONTROL CNLY) COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Pagel CO.ACHELLA N ALLEY WATER DISTRICT 75-515 Ho►-)e�• Lone East halm Desert, California 92211 Z'0�1, ('760) 398-2651 APPLICATII)N YOR NiASTENVATLR SOURCE CONTROL PLAN APPROVAL Bohm: k , I:,nu f, f.. a COPY of a SCALELD plot plan (1' -.C' to 1 - `IT SCALE; dix -n to Dismal spcc:ficatfom A nonrcrundnbit Ming fc: js •...witted C hr► rna! be made Fa�mbIc to the Coachella Vc!!ry Wme:. Dfstnc: Appt,,)tel c: trt: apt.luaner. shall r:rram vah] lut r.r,ud r,0; t,.; •.;, ;,l „. i 0. from ea:c of payment ) OTE: ALI USERSDI9CHARGNG RAT, 01L; A-NUIOR GkE,.SFr LOCATFL IN A A!l'LT1• -�L'171E 9IlfC1)l'NG liVILL fikQ11LRF A SEPARATE I.ATERIU.OFFTNE DfkN 9F.1YER LINE F(JRGREA5E INTERCEPTOR CONN'ECTIo!. l V�1'U Source Contra) will insperi the esposrd gtcau plumMng and !n- Inftallyd intercepwr plrzsr coU i760) 398-:bsl 13536 48 hour in rd•an. r IL �:hedule trra rtion(s) A tcm. Cua uac,or. ranvt+ l•tnr-. Ada.• it Cry $ate ?tr T:%;,n *a: Andrew Mtcna, enko 225 Broadway •u to 100 San Diego CA 921 DI I (6 s91 223 3131 AL••r.•v - 1 -- C'., S;Stc 7.r TH,VMrl -- iT-M • Roben Greer 35M Fortuna Ra rcn R,)ad ensl- las CA 5t02n I f76D) 634 654_ ---- 25 400 SovorRock Way La 11j,nt:, 92251 Ilasrnttf Tyl.: ._�.«��•..�I-Dn:ny Fv,,ntss At ��-__..____ �_____-'_. G l �r 3 FL'• u S a. SdvetRock i.cdping I LC NOTE: NO PLANS WI 1, BE APPROVED UNTIL T111S APPLICATK N IS COMPLETF kNI) CHECK FEES ARF PAirl _ Ts pc or Construct ion 241en ❑ R:n;odc! Hoctrr,ti V erw,Drn bar"_716pm Ceroitr,F lo,vcr(sl C For Vehicle Service For Food Serticc: Cl Wand says ❑ IMMh Drains ( lit U Water $nftcrcl 0 Ciarbagt C'.anrtcr(sl ❑ C Roll over C Service bayts) — - hfulusen tee treusah+c 60 •r Single Sen't•:e (disro:ablel 4u e __ ❑ Tunnel(s) O ParL.; Wisher t Sealing Capacnr (n:crmf .i$ Cxremol ❑ Spill Contatnrncal (So1':crl ❑ Aqueous El I Scaling with Mister, or lieaters D H�dtavltc Lifts OiVorl: Sir,ktsl par se'long Bat Sc:i,*jnL Aith Fono Schrcc OWXEFR/RFPRf 1NYN1AT!'vT OFM.AF.ATION ! certify iha, I have reed tilt enure aaph�aaor• one slate tF.a at, lntntmat,on ,a roncrt f und:rstand ;.hn( :h. fee c.rnount is Good on ❑sy derlarattnr. of fnforrnauon tin this (vim and that tn.urrccr nfru:mapun is l;tuullds fur rrtLI un C' tl,; :.Arrimcd Ilan+ i af:,v ,uldarsWnd that 11ij- May he dis.arded i-nor ptcktC up'+ithur stxl% I6frt da%: of appiotnl Lit tcl,irn and tha nu Dtsu:: utcp::rtot: of mj tsiaKsF,n,en' rill ae e.r,dutted until Al requrmed infonrinilnn hat been rccer.•ed and plan: ha•.e been appm%rd signature Date FOR DISTRICT USE ONLY No of5}stems yI,eCI Scstcn:;S prcttcatmcnl Tyuipnlcnl --� 0 C,rCa'e Imerceplo! C,rcarc Intcrmp(a: \%anti± ® ::e.r C Exist I . ID Sanrlr•GII Connect to 5etrcr uion ❑ Ndd 2 C] Lint Trap ❑ Petnt of Cc+nn,,c cct,Sample Stotwr, O kcfslacrmtm ❑ ClarLc; Q Dig"mrfsi _. S(:.c 1000 ball 11-h lam_ ek box RFiN11ktiS: _ *Sand & oil separator must be at a minimum 750gal with a sample box. *Discharges containink_fats, oils, and grease must be routed to grease interceptor, examples are: 3 comp. sink, 2 comp. sink, 1 comp. sink, dishwasher, rinse sink, garbage grinder, and mop sink. *No salt regenerative water softener allowed, only exchan eable bottles system. J __ " CVWD source control will inspect the exposed grease interceptor plumbing, please call (760)0398-2661 ext 3708 48 hours in advance to schedule an inspection. —� till; aprltcaltnn �; b 7 181 i and uor.a . n. ❑ :•.P•,r, 1' / G' I 7 cc Pthintls _ram loos Dutr �7ltJU '' '. i I •,c � z3 z{i:.a DESCRIPTION PermitTRAK ACCOUNT • PAID $1,553.47 BCOM2019-0070 Address: 79179 AHMANSON LN Apn: 777490014 $1,553.47 Credit Card Fee $27.47 Credit Card Fee 101-0000-43505 0 $27.47 PLAN CHECK DEPOSIT -COMMERCIAL $1,500.00 PLAN CHECK DEPOSIT- COMMERCIAL 101-0000-42600 1 $1,500.00 RECORDS MANAGEMENT FEE - MAJOR $21.00 RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 TECHNOLOGY ENHANCEMENT FEE $5.00 TECHNOLOGY ENHANCEMENT FEE •R56476 502-0000-43611 0 $5.00 $1,553.47 Date Paid: Tuesday, November 26, 2019 Paid By: GENSLER SAN DIEGO Cashier: AOR Pay Method: CREDIT CARD WEB4354 Printed: Tuesday, November 26, 2019 7:48 PM 1 of 1 Date: 10/4/2021 No.: 21-02198-1 Owner: SliverRock Phase 1 Address: 79565 Clubhouse Dr City: La Quinta Type: Commercial Lot # Street No. 79565 Comments: CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Email: josh@therobertgreencompany.com Jurisdiction: La Quinta Tract #: Street Name Sq. Feet Clubhouse Dr 12406 Golf Clubhouse Building APN 777-490-045 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 12406 S.F. or $8,187.96 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/ Josh Frantz Check No.: 0929923233 Bank Name/Recipient of Certificate Telephone: 805-804-2454 Funding: Commercial By Scott L. Bailey Superintendent Fee Collected/ E mpted by: Yazmin Henry Certificate Fees Due: $8,187.96 Original Payment(s) Rec'd: $0.00 New Payment Rec'd. $8,187.96 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. Substitution Request Gensler Project Date Montage - Golf Clubhouse 10/18/2021 Project Location Project Number 79565 CLubhouse Dr. La Quinta, CA 92253 210475 General Contractor File 6S RD Olson Construction Prepared by This is page 1 Of Eduardo Paz - PE We certify that the following product is equal or superior to the specified product in appearance, durability, performance, and in every other respect, and we hereby submit it for your consideration as a substitute for the specified item for the above -mentioned project: 1. Specified Item EW P - Trus Joist Section 061000 2. Proposed Substitution RFPI-Joist, LVL in lieu of LSL. 3. Reason for Substitution Material Availability Received by Coffman 1-4-22 See our review stamp on page 3 4. Costs (Provide a complete breakdown of costs, including the cost amount to be DEDUCTED from the Contract Sum if the proposed substitution is accepted. Include documentation for both materials and labor.) N/A S. Schedule (Describe substitution's affect on construction schedule) This Substitution is to ensure we are able to make schedule 6. Supporting Data • Cutsheets: Attach complete technical data, including laboratory tests, if applicable. Installation: Include complete information on changes to Drawings and/or Specifications describing the steps that the proposed substitution will require for its proper installation. • Samples: Submit with request all necessary samples and substantiating data clearly marked to prove equal quality and performance to that which is specified. 7. List ways in which the substitution affects dimensions shown on Drawings N/A 8. List affects of proposed substitution on other trades N/A 9. List ways in which proposed substitution will be affected by applicable code requirements and agency approval SEOR to Review 10. List differences between proposed substitution and specified item See Comparison Chart within the Submittal 11. Manufacturer's warranties of the proposed and specified items are: Explain: N/A SR_032117 https.//rdolso,.sharepoi,t.com/projects/210475mgc/shared documents/subcontractors/attachments, exhibits and logs/substitution request form - gch.doc, ® Same ❑ Different 225 Broadway Suite 100 San Diego CA 92101 Tel: +1619.557.2500 Fax: +1 619.557.2520 12. List information on availability of maintenance service and source of replacement materials 13. Certification of, and Assumption of Liability for, Equivalent Performance The undersigned certifies that the function, appearance and quality of the proposed substitution is equivalent or superior to the specified item and is in full compliance with the Contract Documents and applicable regulatory requirements. Supplier Kincaid Telephone No. Signature Date Signature must be by person authorized to legally bind his/her firm to the above terms. Failure to provide 4legallybinding sig ture will result in retraction of approval. General Contractor RD Olson Construction Signature Telephone No. (949) 575-2724 Date 2021 SR_032117 https.//rdolson.sharepoint.com/projects/210475mgc/shared documents/subcontractors/attachments, exhibits and logs/substitution request form - gch.doc, 225 Broadway Suite 100 San Diego CA 92101 Tel: +1619.557.2500 Fax: +1 619.557.2520 NBS Nationa/Buiiving Systems A/C, Tom Byron 310-400-4211 Substitution Request DATE: 1 /3/22 TO: Joe Alvarez COMPANY: Kincaid Construction FROM: Tom Byron ® NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED ❑ REJECTED ❑ REVISE AND RESUBMIT O SUBMIT SPECIFIED ITEM THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS CORRECTIONS OR COMMENTS MADE ON THE SUBMITTAL DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS ACCEPTANCE OF A SPECIFIC ITEM SHALL NOT INCLUDE ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRPJ� I AND CORRELATED AT THE JOBSITE: INFORMATION THAT PERTAP,._ SOLELY TO THE FABRICATION PROCESSES OR TO THE MEAN5, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION Of THE WORK OF ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. REVIEWED BY: Brad Lowe, S.E. 1/4/2022 COFFMAN ENGINEERS. INC DATC RE: Montage Golf Clubhouse La Quinta PAGES SENT: MESSAGE: EWP Product Substitutions I -joists 2 5/16" x 16" RFPI/40 in lieu of specified 2 5/16" x 16" TJI/230. Interior/exterior rim, blocks & ledger LVL/LSL.... 1.75" x 16" Roseburg Rigidlam 2.1e in lieu of specified 1.75" x 16" LSL LVL/LSL.... 3.5" x 16" Roseburg Rigidlam 2.1e in lieu of specified 3.5" x 16" LSL Beams Glulam Beams as specified. LVL/LSL.... 1.75" x 16" Roseburg Rigidlam 2.1e in lieu of specified 1.75" x 16" LSL LVL/LSL.... 3.5" x 16" Roseburg Rigidlam 2.1e in lieu of specified 3.5" x 16" LSL ALL Rigidlam beams are the same net sectional dimensions as the specified beams on the structural plans. ACOFFMAN ENGINEERS CONSTRUCTION OBSERVATION REPORT Project: SilverRock Golf Clubhouse Page 1 of 2 Engineer: Coffman Engineers Date and Time of Site Visit: - Brad Lowe, S.E. 7/6/2022 — 10:30 am Contractor: RD Olson Construction Date of Report: 7/7/2022 Architect: Gensler Project #: 177059 Work in progress: Report #: CH01 The following work was observed: Structural work complete, work of non-structural trades ongoing. Observations and items discussed: The primary purpose of this observation visit was to address concerns raised by the city of La Quinta building inspector. The following were noted or discussed during this site visit: 1. Abandoned penetrations in I -foist web: F At grid A/8, the web of the first 1-joist adjacent to the wall along grid A was penetrated by two holes in close proximity, such that they are effectively a single�`- penetration measuring approximately 2" high x 5" long. The penetration is farther than 6" from the joist hanger. While this penetration is not in violation of detail 14/CH S00.211, we recommend that the web is reinforced , ak locally as follows: Install a 2x6 x 0'-8" long on each side of the web, covering the penetration. Nail through the 2x's and #,< web with 16" common nails at 3" oc max around the perimeter of the 2x6's. (3" long #10 wood screws are an acceptable substitute for nails.) P:\SD\17Jobs\177059 217038.00 SilverRock Resort & Residences\16 Central Folders - PA10A Golf Clubhouse\17 Field Reports\01 Structural Observations\2022-07-07 Struct Observation CH01.doc ACOFFMAN ENGINEERS Project: SilverRock Montage Guest Rooms Page 2 of 2 Engineer: Coffman Engineers Date and Time of Site Visit: - Brad Lowe, S.E. 7/7/2022 — 10:30 am 2. Plumbing penetrations in ledger: On the east (cart barn) side of the wall on grid 8, approximately 6 to 8 feet north of grid E, the ledger was _ penetrated by plumbing, including an abandoned hole. Since this is ledger it is not subject to the beam penetration limitations (detail 13/CH S00.211) as a beam.>'° These ledger penetrations are structurally acceptable. ----- - ,w Site Visitor's Signature: Copies to: File Architect: Gensler (Andrew Michajlenko, Seth Briskman, Michael Wardlaw.) P:\SD\17Jobs\177059 217038.00 SilverRock Resort & Residences\16 Central Folders - PA10A Golf Clubhouse\17 Field Reports\01 Structural Observations\2022-07-07 Struct Observation CH01.doc REQUEST FOR INFORMATION RmOmOLSON RFI # 030 CONSTRUCTION Re: Rebar Spacing Requirements (Hotel & Spa) Date: 7/12/2021 Ref: 033000-001.0 + 033000-002.0 Project Name: Montage Hotel and Spa Project Number: 210425 To Contact From Contact Gensler Teaka McCarthy R.D. Olson Construction, Inc. Eduardo Paz teaka_mccarthy@gensler. epaz@rdolson.com co m QUESTION Response due by: 7/12/2021 As per approved VE list accepted by Ownership, please advise if it is acceptable to space the rebar 18" O.C. in lieu of 12" O.C. ANSWER Date Answered: We assume that this question is in reference to the spacing of reinforcing in the slab on grade. Accordingly: reinforcing in the slab -on -grade shall be spaced as specified in detail 4/S00.201 (16" oc, in accordance with the reference geotechnical report). The spacing specified on the foundation plan may be ignored. by Brad Lowe Coffman Engineers 7-21-21 Impacts RESPONSE PROVIDED BY: Gensler Name: E Scope of Work 1Z Cost 1Z Schedule 400 SPECTRUM CENTER DRIVE, SUITE 1200 IRVINE, CALIFORNIA 92618 TEL: 949-474-2001 WEBSITE: WWW.RDOLSON.COM 033000-001.0 Rebar & Concrete (Hotel) c GAUSTON Silver Rock Montage rebar shop drawing submittal RD Olson + 'iU EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED - REJECTED C REVISE AND RESUBMIT i SUBMIT SPECIFIED ITEM THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WI1H THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SUBMITTAL DURING THIS REVIEW DO NOT REUEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, ACCEPTANCE OF A SPECIFIC ITEM SHALL NOT INCLUDE ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSiTE INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS. METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES OF CONSTRUCTION, COORDINATION OF THE WORK OF ALL TRADES. AND 'OR PERFORMING ALL WORK IN A SAFE AND SA'I ISFACTORY MANNER REVIEWED By. christine.dfummy 6/28/2021 COFFMAN ENGINEERS, INC DATE Gensler SUBMITTAL REVIEW 0 NO EXCEPTIONS TAKEN. ❑ MAKE CORRECTIONS AS NOTED. Resubmittal not required unless Contractor cannot comply with corrections noted. ❑ REVISE AS NOTED AND RESUBMIT. ❑ RESUBMIT PROPERLY. Submittal not reviewed for reasons noted. ❑ NOT REVIEWED. Submittal not required by Contract Documents. ❑ RECEIVED FOR CLIENT'S RECORD ONLY. Submittal not reviewed. Gensler has reviewed this Submittal, but only for the purpose of checking for conformance with the design intent expressed in the Contract Documents. Gensler's action on a specific item does not indicate approval of an assembly of which the item is a component, nor of an item as delivered and installed if it does not conform to the Contract Documents. Contractor is responsible for checking for deviations between this Submittal and differing information or conditions in the Contract Documents and field conditions; for determining or substantiating the accuracy and completeness of other details such as dimensions and quantities; for substantiating instructions for installation or performance of equipment or systems designed by Contractor; for construction means, methods, techniques, schedules, sequences, procedures, and fabrication processes; for errors and omissions in Submittals; for coordination of the Work of the trades, safety precautions and performing the Work in a safe and satisfactory manner and in conformance with the Contract Documents. If more than one submittal review stamp appears on this Submittal, the most stringent action and notations thereon apply. Signature of a submittal review stamp by Gensler or a consultant does not imply that it has reviewed work not within its professional discipline or scope of services. v1 3/2012 By: Tam Tran Project No: 55.7598.000 Date: Thu Jul 08, 2021 Submittal: 033000-001.0 Rebar & Concrete (Hotel), Shop + Pri //g en sler. a d/ Projects/55/55.7598.000/Documentation/6/6S/Con stru ctio n/Incoming/033 AS REVIEWED BY STRUCTURAL ENGINEER. 73605 Dinah Shore Dr. Ste.600 Palm Desert, CA 92211 0 Ph: (760) 776-2100 0 Fax: (760) 776-2265 - m 11�'' K�,1 Kswtm ----------------------------- T----------------- XX----- wPL xKswBm � -- � -�--- L E „ Ma:-0,1[wl;«Iw FFaZ: xKxx r, �� - rw F Fl.LS M ix� 1 DXl J' J' L :a IFPIP rmvw n,,,% rmtlm: M P,B IXt, © :Ka-o,0[w! �' ' ____bra,_________ - Mw,11N, ____ zK xzax t[wt � ,�K xw, O[wl 8 _®XSa rmxt }LI FlP Pti�eLs 5 VoI------------------ w r : J Mi � � x%p'9-KKm a [on � Y d K:13 t[P! ti--- __________________________________ , � (fie v FRm Fw, M ,a� t <Pr t [XB - BI®m® F a EP --- ------------ - trots B : -------- lroTa FaIF1P Fmllw K iab[ B[ ---- M a� B! i xK 5F M 1S MU, �EBFXXIF ; I-1 x .�a•— J rolx. :1 242 arQw[,:5wb• FI.PPe �^�11 M:x-0,t[XR K,�l[TZ., L - - _ W! ® 11. €14 m PXY w L Al Kt.t[wD M am1[wR K:,�! aP... - fl tlrl I� Mtn 0 PR MmmO[Pl;�;; MmmO wt F: F :tro r -- 7 -----------'- ml:m: ., rm11Xa, PFaIFFalKa m "a• M om0[P a MFaP' m�l'l K—Pt w L........... l ® xn mPtlw -- -V^ FOR APPROVAL BKWLFL E5RR0EGDIRXIeERXWIIXxCfOIOXa:G CERBIOA[iDXSiSESWRNIYErdSL ILBSF xK tm T [wl i� :,at t 1. 1 d615 DRdK 6D . &dCx IU.X.DI 1. ® _ _ ____________ ry LwP KxFOP-: A61560 ____®___ O__1—H.m l, : [P[a: .1YaFy1e11P5: mEnx L____ �Ksw•ox1[Pt______ __ ryai,.F.g[Pn______! BP OIe L,P UINTEREBAR ..e"+us! M :fna t [P, lW IK 1 WS - OOKLS O1KA5 1W 0'ro r�n• - B [B - mFFa Bea X aFOUNDATION REINFORCEMENT DETAILS sutB I.TIn 1wFOUNDATIONFTIINKII—EKxTAILS — 5 1 ",C. Fu1 TWF B yy. GAUSTON rwW ca MONTAGE LA OUINTA-GOLF CLUBHOUSE - xnexE. „0 W 1W MONTAGE LA pUINTA rYPICAL RFIKPICKXI DETAILS CORKR IXTEMECIIW 1Pex51M�eMVFMF • - 03/,b/2031 REQUEST FOR INFORMATION RmOmOLSON RFI # CH0031 CONSTRUCTION Re: Wood Joist Connection Detail Date: 12/21 /2021 Ref: CHS00.213 Project Name: Montage Golf Clubhouse Project Number: 210475 To Contact From Contact Gensler Teaka McCarthy R.D. Olson Construction, Inc. Eduardo Paz teaka_mccarthy@gensler. epaz@rdolson.com com QUESTION Response due by: 12/21/2021 The following is based off Detail 4 on Sheet CHS00.213 Please confirm if joist connections can be switched to Single PJW in lieu of Doubles PJW? Please confirm if distance from Glulam to LVL can be 12" max spacing? ANSWER Date Answered: To avoid GLB hardware, intersecting joists may be framed in accordance with details 4 and 14 on sheet CH S00.213, such that a 4x10 header supports the joist that would intersect the GLB at the hinge or column cap hardware and transfers its load to adjacent PWJs. At this condition, single PWJs may be used where where details 4 and 14 specify double PWJs, provided that web stiffeners (in accordance with detail 11/CH S00.213) are installed at these single PWJs where they bear in the hangers at the GLB. 3-1/2" wide x 9-1/4" deep LVL material may be used in lieu of the 4x10 specified in the details. The LVL may be a maximum of 12" clear from the face of the GLB. by Brad Lowe Coffman Engineers 12-21-2021 Impacts RESPONSE PROVIDED BY: Gensler Name: E Scope of Work 1Z Cost 1Z Schedule 400 SPECTRUM CENTER DRIVE, SUITE 1200 IRVINE, CALIFORNIA 92618 TEL: 949-474-2001 WEBSITE: WWW.RDOLSON.COM N.- co M fV M O CV O N N WOOD WEB STIF OEOIDE SEE 4 4 � Z BOUNDARY NAILING (B.NJ ua p 0- AT DIAPHRAGM BOUNDARY F — — ('S �� �� w 0) N Z FIELD NAILING (F.N.) AT — — - INTERMEDIATE SUPPORTS 2 4'-0" SHEATHING PANELS MIN — SEE BEAM PER PLAN 11 TIGHT FIT1 O O 10d NAILS EA SIDE BOUNDARY NAILING (B.N.) IF o MIN 'D' = 15" OR i � � AT CONTINUOUS PANEL WEB STIFFENER LESS - PLAN VIEW � — — EDGES WHERE BLOCKING 2 NAILSA IDE 2 NAILS EA SIDE X OF PANEL EDGE5 15 REQ'D. = NOTES: 3 NAILS EA SIDE 14 - O D.F. NO. 2 OR BETTER - EDGE NAILING (E.N.) AT z 5TA66ERED PANEL EDGE5 2O USE 10d COMMON NAILS + LU -10 X + Q lu �t JOISTSOR FTERS 3 CLINCH NAILS AT 3X NOMINAL • O P ARN < N CHORDS OR USE 10d x 2 1/5" LONG NOTE: O TO PREVENT DAMAGE TO JOISTS, SEE PLAN FOR IN ADDITION TO NAILING DO NOT NAIL AGAINST WEB W/OUT DIAPHRAGM AREAS WITH FLOOR SHEATHING SHALL PROPER BACKING. BLOCKED PANEL ED6E5 BE GLUED TO SUPPORT TYPICAL PLYWOOD BLOCKING PANEL B TYPICAL FLOOR OR FRAMING. WEB JOIST WEB STIFFENER 11 NOT USED 6 ROOF DIAPHRAGM ASSEMBLY 1 51476 JOINT OVER (� ONE JOIST (WHERE 3 2 OGGUR5) A` i i STEP 3 TIGHT �, TOP FIT CHORD STEP 2 'B' � WEB i ASSEMBLY 5EaUENGE �\ \ STEP 1 - NAIL BLOCKS 'A' TO FACE OF WEB ON i / M JOIST 'Y' ONLY. BACK WEB DURING STEP 1 CHORD NAILING TO PREVENT DAMAGE TO WEB -CHORD CONNECTION. J PWJ 'Y' 3-12d COMMON STEP 2 - NAIL BLOCK 'B' TO BLOCK 'A'. NAILS CLINCHED IF STEP 3 - NAIL THRU WEB OF JOINT 'Z' TO BLOCKS NECESSARY 'A' AND 'B'. REPEAT STEPS 1 THRU 3 IF WE NOTE: MORE THAN TWO JOISTS ARE TO BE STIFFENER 1. WEB STIFFENERS FOR MULTI JOINED. SEE NOTE 1 JOIST A55EMBLY SHALL BE PWJ 'Z' PER DETAIL 11 NOT USED 12 TYPICAL MULTI -JOIST ASSEMBLY 2 16d @ 16" (STAGGERED) PROVIDE METAL CURB 4x NAILER W/ DOUBLE --� BC40-1/2 BASE MIN. �'- +o+ DBL ROOF JOISTS (4) EA. SHORT SIDE JOISTS UNDER NON BEARING i + + SDS SCREWS A/G �� (6) EA. LONG SIDE PER PLAN 8 13 WALLS 51ZE AND QUANTITY UNIT _ i PER MEGH'L DWG5 SLOPED NON-STRUGT ? i i �i i ii\i iT 5HTG WALL PARALLLEL TO JOIST __ - BG40 @ 16" 2x 5TRUCT 5HTG TOP CHORD OF PWJ SAWN 2 11 I I OR JOIST PER PLAN it+ ENGINEERED LUMBER AT PWJ LUMBER FULL HEIGHT - - SHAPED NAILER ELEVATION A iiiii1IMii +o+ BLOCK'G iiiiiii i i iL11LL14 UNDER NON BEARING WEB STIFFENER @ (6)- 10x1.5" II II I II II WALLS 12" O.G. AT A/C (.161"x1S")Ws, WEB UNIT TYP. BC40 (sIMP50N sD10112) STIFFENER I DEL ROOF JOIST (4)-#10 x 2 1/2" W.S. I _T PER PLAN WALL PERPENDICULAR TO JOIST BC40 SHAPED NAILER PLAN B G B FRAMING AT NON BEARING WALLS 13 TYPICAL ROOF MECH'L UNIT ANCHORAGE 3 DBL. 2x6 BLKG. TYP.DBL PWJ L P R 5T2122 STRAP SEE PLAN 3 1 x L L AME (OPNG 2'-0" FOR DEPjH DEPTH As PWJ. i GREATER) 3 SEE PLAN FOR DBL. PWJ - DEPTH MAX. s AGING 2 1/2' 14 SINGLE PJW 4x4 PER 5G EDULE _ EDGE NAIL SHTG. ALL AROUNDHUTF HGR. m EDGE OF OPNG. 2x& MIN. W/WEB 5TIFFENE 4x4 4x4 4x10 3 p PER 2 TMP' - 4x4 TYPICAL FILLER BLOCKS TYP ON 'Z' GLIP5 A/C UNIT 5" A/C UNIT SEE MECHANICAL 3 PWJ PWJ M C. 5EE MECHANICAL — — — — — - X dJ �t I T 5 HGR EA END 45" MAX 14 14 12" max - ROOF FILLER BLOCKS - OPENING - 2x6 MIN. EA. END m 3 OUTLINE OF MECH'L UNIT PER 2 TYP 4x10 - DBL. PWJ 4x4 TYPICAL ON 'Z' GLIP5 1 3/4" 1 3/4" 1 5/4" SINGLE PJW TYPICAL AC UNIT LONG DIMENSION AC UNIT LONG DIMENSION TYP. ROOF OPENINGS 14 PERPENDICULAR TO JOISTS A PARALLEL TO JOIST B 4 NOT USED 10 NOT USED C5) SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019 10-11 DESIGN DEVELOPMENT PACKAGE 2019_11-08 CONSTRUCTION DOCUMENT PROGRESS SET 2019 11-25 PERMIT SET A 2020_01-17 CD - PERMIT 2ND CYCLE 1 2020_03-06 GMP B 2020 04-03 CD - PERMIT 3RD CYCLE 2 2020 09-08 ISSUE FOR CONSTRUCTION Seal 1 Signature SIGNED: 03-27-2020 Project Name NO: 177059 MONTAGE LA QUINTA - GOLF CLUBHOUSE Project Number 55.7598.610 Description TYPICAL DETAILS Scale 1" = 1'-0" CH S00113 © 2015 Gensler Q •TEMPLATE FOOTINGS INSPECTED AND APPROVED 11/15/2021 TEMPLATE FOOTINGS NOT READY AND NOT INSPECTED r-------------------� I I I I �cwctrv�auxrt I I III I I I I I I II I � II I li I - L ------------- -� ==8=-� =- --6� T L,I�----i-ilk----- J - I --- I ----- II ----- ICL------ B Is Imo. L- II - - - - — - - — - - - + rpm-- -- - ,I S _ ,n I -�aa ., F, ,I - ..... s x�a s ,la I " FAA I 1a:c3__ Is �""" • I RI I I II r - - - - I —It k L_ J --- - - I — ' II I - "• I I l I ra rv�ir_wleastcronx - — - — - — - I I I I I I I _=----I--- II I I I -t------------------� I I I I II i vsn t________________________ I; ----- --- -- --- ----� ;s Fb______�_____ . I =rfi_ __— _—_—_--- v -------------- I I II I I I I N FOUNDATION PLAN T FOUNDATION NOTES:: M.xx PAD FOOTING SCHEDULE �EMExi o To F.s . GRADE BEAM SCHEDULE KEY PLAN MC ;AFR2 C S �p P <2 1p v H AH HSH 1G ° SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA CA 92253 Gensler EQe,a,no COFFMAN ENGINEERS ILI- A mm� m zozo asze co vERrarta�xc�ralEcrnc I snllspuwn �ppyfE95/qy& q�I�1lrv�e+ MONTAGE LA QUINTA - GOLFCLUBHOUSE 'Z..n 55.7698.610 I �� FOUNDATION PLAN las ceal�cea CH S02.201