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FSS2021-0258ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JOSE DELGADO 2/2/2023 2/2/2023 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 6/7/22 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 2/3/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. FEES HAVE BEEN PAID AND CONTRACTOR PROVIDED EXTENSION REQUEST. EXTENDING PERMIT FOR ANOTHER 6 MONTHS. CONDITIONS Description: MADISON 49B / FIRE SPRINKLER / BRES2021-0059 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 11/23/2021 ECON Parcel No: 767700001 Site Address: 81615 DE SOTO AVE LA QUINTA,CA 92253 Approved: 11/30/2021 KHET Subdivision: TR 33076-2 Block: Lot: 49 Issued: 12/2/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/21/2023 LRO Valuation: $27,785.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Friday, March 03, 2023 10:06:16 AM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0258 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO OWNER MADISON 50B INVESTORS, LLC 21731 VENTURA BLV NO 300 WOODLAND HILLS CA 92201 (760)775-6220 kathy@jdmechanical.c o FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 2/17/23 WEB14397 817029530 CREDIT 1020141 ECON FIRE PERMIT EXTENSION (ADMIN PROCESSING) 101-0000-42420 0 $88.00 $88.00 2/2/23 WEB14226 807780544 CREDIT 1020141 ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $175.00 $175.00 2/17/23 WEB14393 816947204 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 12/2/21 WEB10045 633988801 54 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 12/2/21 WEB10045 633988801 54 CREDIT 1020141 ECON Total Paid for FIRE FEES: $938.00 $938.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 12/2/21 WEB10045 633988801 54 CREDIT 1020141 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 Printed: Friday, March 03, 2023 10:06:16 AM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0258 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 12/9/2021 12/9/2021 APPROVED REVISED PLANS/CALCS REQD REVISED PLANS AND CALCS REQUIRED PRIOR TO FINAL. OVERHEAD HYRO KHET 12/9/2021 12/9/2021 APPROVED FIRE FINAL**LRO 2/2/2023 2/2/2023 DISAPPROVE D PAINT/PATCHWORK FIRE FINAL**LRO 2/21/2023 2/21/2023 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 11/23/2021 12/9/2021 11/30/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 11/23/2021 11/24/2021 11/24/2021 COMPLETE 2ND FIRE (1 DAY)KOHL HETRICK 2/9/2023 2/9/2023 2/9/2023 APPROVED REVISED PLANS/CALCS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/2/21 WEB10045 633988801 54 CREDIT 1020141 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$954.00 $954.00 Printed: Friday, March 03, 2023 10:06:16 AM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0258 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL CVWD CONNECTION Scan_0001.pdf 49.pdf 1 DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL RC-RES Senju Residential Conceled Pendant.pdf 49b.pdf 1 DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL FP-2 Piping Plan.pdf 49.pdf 1 DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL FP-3 RCP.pdf 49b.pdf 1 DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL FP-1 Site PLan.pdf 49 b.pdf 1 DOC 11/23/2021 Etrakit Contractor 1ST SUBMITTAL APPLICATION FIRE APPLICATION SEPTEMBER 2019 FEE UPDATE (FILLABLE).pdf 49b.pdf 1 DOC 2/2/2023 JOSE DELGADO Handwritten_2023-02- 02_103603.pdf Handwritten_2023-02- 02_103603.pdf 0 DOC 11/30/2021 KOHL HETRICK FSS2021-0258 - APPROVED PLANS AND CALCS.pdf FSS2021-0258 - APPROVED PLANS AND CALCS.pdf 1 DOC 11/30/2021 KOHL HETRICK FSS2021-0258 - COA AND JOB CARD.pdf FSS2021-0258 - COA AND JOB CARD.pdf 1 DOC 12/9/2021 KOHL HETRICK FSS2021-0258 - 12-9- 2021 Insp Notes.pdf FSS2021-0258 - 12-9- 2021 Insp Notes.pdf 1 DOC 2/9/2023 KOHL HETRICK FSS2021-0258 - REVISED PLANS AND CALCS - APPROVED.pdf FSS2021-0258 - REVISED PLANS AND CALCS - APPROVED.pdf 1 Printed: Friday, March 03, 2023 10:06:16 AM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0258 INSPECTOR TEST DETAIL 5' 1" Ball Valve Access Panel (By Others) Exterior Wall of Building Inspector Test to Terminate in a Smooth Bore Corrosion Resistant Orfice With a Flow Equivalent to One Sprinkler NOTE: Access Panel Shall have sign Indicating Inspector Test CPVC HANGERS NO SCALE TOLCO FIG. 24 DOUBLE-FASTENER SIDE-MOUNT HANGER (OR EQUAL) SELF-DRILLING HEX HEAD SCREW TOLCO FIG. 23 DOUBLE-FASTENER STRAP TYPE HANGER (OR EQUAL) TOLCO FIG. 28M OFFSET HANGER (OR EQUAL) TOLCO FIG. 22 SINGLE-FASTENER STRAP-TYPE HANGER (OR EQUAL) TOLCO FIG. 28 DOUBLE-FASTENER STAND-OFF HANGER (OR EQUAL) TOLCO FIG. 29 DOUBLE-FASTENER DOUBLE OFFSET HANGER (OR EQUAL) CPVC HANGER SPACING PIPE SIZE 11/4" 1" MAXIMUM SUPPORT SPACING 6'-6" 6'-0" 2"8'-0" 11/2"7'-0" SPRINKLER PIPEINSULATION BOTTOM CORD OF ROOF TRUSS OR CEILING JOIST PIPE INSULATION DETAIL www.cadmando.co.uk These blocks were brought to you by CADB locksFree.com.For all of your 2D & 3D CA D outsource requirements visit us: C A D M A N D O www.cadblocksfree.com COVER WITH HINGED LID FINISHED GRADE DISC-TYPE WATER METER PLUG VALVE(TYP.)UNION(TYP.) Water Supply Information Static Pressure: Residual Pressure: Residual Flow: Additional Hose Flow: 71.43 psi 62.03 psi 41 GPM 0 GPM 1"14' -0"1"4' -7"1"3' -4"1" 6' -5"1"2' -2"1"4' -10"1" 3' -0" 1" 3' -5"1" x 5' -0"1"7' -10"1"3' -7"1" 0' -6" 1" 4' -6" 1" 3' -8"1" x 2' -0"1" 12' -0"1"7' -5"1"6' -7"1"6' -7"1" 7' -5"1"9' -6"1"8' -8"1"3' -2"1" 4' -6" 1" 9' -6" 1" 12' -8"1"1' -7"1" 8' -11" 1" 4' -4"1"4' -4"1" 8' -1" 1" 4' -7"1"3' -7"1" 2' -10"1"3' -7"1" 12' -0" 1" 2' -3"1"2' -11"1" 4' -0"1"2' -1"1" 6' -9"1"2' -1"1"2' -8"1" 8' -5" 1" 12' -0" 1" 8' -11"1"2' -11"1"4' -11"1" x 3' -0"1" x 2' -0"1" 3' -8" 1" 4' -4"1"4' -11"1" 5' -10" 1" 5' -6" 1" 2' -0"1"6' -8"1" 7' -9"1" 6' -11"1"1' -5"1" 8' -0"1"1' -5"1" 0' -5"1"0' -4"1"6' -6"1" 6' -5" 1" 3' -1" 1" 11' -5" 1" 4' -0" 1" 10' -0" 1" 4' -0"1"7' -1"1"7' -1"1"7' -6"1"6' -6"1"5' -3"1"3' -3"1"3' -11"1"6' -9"1" 9' -8" 1" 5' -3" 1" 12' -0"1"8' -9"1"7' -3"1" 6' -9"1"6' -9"1" 4' -3"1"0' -5"1" x 2' -0"1" 9' -8" 1" 4' -11" 1" 2' -0" 1" 3' -2" 1" 8' -1" 1" 2' -4"1" x 2' -0"1"6' -11"1"5' -1"1" 1' -7"1" x 5' -0"1" 4' -10"1" x 5' -0"1"6' -5"1" 3' -3" 1" 11' -9"1"3' -0"1" 4' -7" OWNER SUITE 13'-0" POOL POWDER LOCKER 10'-1" DRY SANA BATH 10'-1" CLOSET 10'-1" PREP KITCHEN 11'-1"MECH 10'-1" STORAGE 10'-1" PANTRY 10'-1: POWDER 10'-1" BED 8 11'-1" BED 7 11'-1" BATH 7 Bath 8 CART 9'-1" GARAGE 10'-1" HALL 11'-1" BED 6 11'-1" BATH 6 10'-1"LAUNDERY 10'-1" ENTRY 15'-4" CLOSET 10'-1" ICE CREAM STATION KITCHEN LIVING 16'-1" GREAT ROOM 16'-1" DINING 12'-1" HALL 11'-1" BED 5 11'-1" BATH 5 10'-1" ELCT/AV 10'-1" POWDER 10'-1" LIQUOR STORAGE 12'-1" HALL 11'-1" BED 4 11'-1" BATH 4 10'-1"BED 3 11'-1" BATH 3 10'-1" OWNERS SUITE 13'-1" BATH 1 10'-1" CLOSET 10'-1" W.C. W.C. W.C. W.C. W.C. W.C . W.C. W.C. 1-1/2" PVC UNDERGROUND BY OTHERS 1-1/2" WATER METER AT STREET SOR NODE NOTIFICATION DEVICE BY OTHERS INSPECTORS TEST NRemote area number: Occupancy classification: Density: Area of application: Total water required (including hose streams): @ a required system pressure of: Fire Protection System Demand: No. of sprinklers calculated: Inside Hose Streams: Outside Hose Streams: Calc-2 R-3 2 Gpm/SqFt 512 Max SqFt 31.1448 GPM 37.0361 Psi 5 GPM 0 GPM BOR DOM 4 12 6 5 3 TOR Calc-2 1" Riser1 1/2"148' -5"1 1/2"0' -7"1 1/2" x 4' -0"1" x 7' -8"1" 1' -4"1" x 3' -4"1" x 1' -0"1" x 2' -0"1" 1' -3"1"6' -7"1"0' -7"1" x 11' -0"1 1/2"0' -10"1 1/2" 72' -0" 1 1/2" 15' -5"1 1/2"36' -10"1"3' -0"1" 14' -0"1"3' -6"1" 2' -8"1"1' -7"1" 8' -5"1"8' -9"7 8 Calc-1 20X20 Fire Sprinkler Riser Detail 1" CPVC to supply fire sprinkler system TOR BOR Domestic Supply Check Flow Control 1" CPVC Flow Switch Note Wiring by Others 300psi Gage Sprinkler Box with Wrench & two Sprinkler Heads Each Type 1/2" Drain to Outside1"1"1-1/2" PVC UNDERGROUND BY OTHERS NOTIFICATION DEVICE Wired by Others not to scale Module Must Connect to the Multi Station Smoke Alarm System and the Fire Sprinkler Flow Switch ( all wiring by others ) jd@jdmechanical.co Scale Project number Date Drawn by Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINCAs indicated 2/3/2023 3:03:10 AMFP-2 Piping Plan As Builds Project Number Project Name 02-03-23 JA JDNEW RESIDENCE81615 De Soto AvenueLa Quinta, Ca. 922631/8" = 1'-0"1 Piping Plan Sprinkler Schedule No. of Sprklrs Description SIN (Hydratec)K-Factor Orifice Size Temp 73 SS8486 Light Hazard 162 deg Quick Response 4.9 K SS8486 4.9 1/2" 162 °F 9 SS8486 Light Hazard 175 deg Quick Response 4.9 K SS8486 4.9 1/2" 175 °F : 82 Total No. of Sprinklers: 82 INSPECTOR TEST DETAIL 5' 1" Ball Valve Access Panel (By Others) Exterior Wall of Building Inspector Test to Terminate in a Smooth Bore Corrosion Resistant Orfice With a Flow Equivalent to One Sprinkler NOTE: Access Panel Shall have sign Indicating Inspector Test CPVC HANGERS NO SCALE TOLCO FIG. 24 DOUBLE-FASTENER SIDE-MOUNT HANGER (OR EQUAL) SELF-DRILLING HEX HEAD SCREW TOLCO FIG. 23 DOUBLE-FASTENER STRAP TYPE HANGER (OR EQUAL) TOLCO FIG. 28M OFFSET HANGER (OR EQUAL) TOLCO FIG. 22 SINGLE-FASTENER STRAP-TYPE HANGER (OR EQUAL) TOLCO FIG. 28 DOUBLE-FASTENER STAND-OFF HANGER (OR EQUAL) TOLCO FIG. 29 DOUBLE-FASTENER DOUBLE OFFSET HANGER (OR EQUAL) CPVC HANGER SPACING PIPE SIZE 11/4" 1" MAXIMUM SUPPORT SPACING 6'-6" 6'-0" 2"8'-0" 11/2"7'-0" SPRINKLER PIPEINSULATION BOTTOM CORD OF ROOF TRUSS OR CEILING JOIST PIPE INSULATION DETAIL www.cadmando.co.uk These blocks were brought to you by CADB locksFree.com.For all of your 2D & 3D CA D outsource requirements visit us: C A D M A N D O www.cadblocksfree.com COVER WITH HINGED LID FINISHED GRADE DISC-TYPE WATER METER PLUG VALVE(TYP.)UNION(TYP.) Water Supply Information Static Pressure: Residual Pressure: Residual Flow: Additional Hose Flow: 71.43 psi 62.03 psi 41 GPM 0 GPM 1"14' -0"1"4' -7"1"3' -4"1" 5' -6"1"3' -0"1" 6' -5"1"2' -2"1" 2' -4"1"4' -10"1" 3' -0" 1" 3' -0"1"7' -7"1"11' -0"1"8' -5"1"9' -10"1"7' -7"1"11' -0"1"12' -9"1"13' -3"1"10' -2"1" 1' -10" 1" 1' -10"1" 1' -6"1"7' -4"1" 1' -7"1"7' -4"1" 1' -10" 1" 1' -7" 1" 1' -10" 1" 1' -6" 1" 3' -5"1" x 5' -0"1"7' -10"1"3' -7"1" 0' -6" 1" 4' -6" 1" 3' -8"1" x 2' -0"1" 12' -0"1"7' -5"1"6' -7"1"6' -7"1" 7' -5"1"9' -6"1"8' -8"1"3' -2"1" 4' -6"1" 3' -2" 1" 9' -6" 1" 12' -8"1"1' -7"1" 8' -11" 1" 4' -4"1"4' -4"1" 8' -1" 1" 4' -7"1"3' -7"1" 2' -10"1"3' -7"1" 12' -0" 1" 2' -3"1"2' -11"1" 4' -0"1"2' -1"1" 6' -9"1"2' -1"1"2' -8"1" 8' -5" 1" 12' -0" 1" 8' -11"1"2' -11"1"4' -11"1" x 3' -0"1" 4' -7"1" 5' -4"1" x 3' -0"1" x 2' -0"1"3' -2"1" x 3' -0"1" 0' -8"1" 0' -4"1" x 3' -0"1" 3' -8" 1" 4' -4"1"4' -11"1" 5' -10" 1" 5' -6" 1" 2' -0"1"4' -8"1"6' -8"1" 7' -9"1" 6' -11"1"1' -5"1" 11' -5" 1" 1' -1" 1" 8' -0"1"1' -5"1" 0' -5"1"0' -4"1" 8' -2"1"8' -2"1"6' -6"1" 6' -5" 1" 3' -1" 1" 2' -1" 1" 11' -5" 1" 4' -0" 1" 10' -0" 1" 4' -0"1"7' -1"1"7' -1"1"7' -6"1"6' -6"1"5' -3"1"3' -3"1" 8' -11"1"11' -1"1"6' -6"1"3' -11"1"6' -9"1" 9' -8" 1" 5' -3" 1" 12' -0" 1" 0' -11"1"8' -9"1" 9' -3" 1" 5' -5"1" x 2' -0"1"7' -3"1" 14' -0" 1" 7' -3" 1" 2' -7" 1" 2' -2"1" x 2' -0"1"7' -4"1" 6' -9"1"6' -9"1"3' -9"1" x 2' -0"1" 4' -3"1"0' -5"1" x 2' -0"1" 4' -10" 1" 5' -11" 1" 2' -5" 1" 0' -5" 1" 0' -5" 1" 9' -8" 1" 4' -11" 1" 2' -0" 1" 0' -6" 1" 10' -9" 1" 0' -9" 1" 1' -3" 1" 2' -4"1" x 2' -0"1"6' -11"1"7' -5"1"5' -1"1" 1' -7"1" x 5' -0"1" 4' -10" 1" 8' -6"1" x 5' -0"1"6' -5"1" 3' -3"1"3' -1"1" 12' -3"1"3' -0"1" 4' -7" OWNER SUITE 10'-1" POOL POWDER LOCKER 10'-1" DRY SANA BATH 10'-1" CLOSET 10'-1" PREP KITCHEN 11'-1"MECH 10'-1" STORAGE 10'-1" PANTRY 10'-1: POWDER 10'-1" BED 8 11'-1" BED 7 11'-1" BATH 7 Bath 8 CART 9'-1" GARAGE 10'-1" HALL 11'-1"1"8' -3"BED 6 11'-1" BATH 6 10'-1"LAUNDERY 10'-1" ENTRY 15'-4" CLOSET 10'-1" ICE CREAM STATION KITCHEN LIVING 16'-1" GREAT ROOM 16'-1" DINING 12'-1" HALL 11'-1" HALL 11'-1" BED 5 11'-1" BATH 5 10'-1" ELCT/AV 10'-1" POWDER 10'-1" LIQUOR STORAGE 12'-1" HALL 11'-1" BED 4 11'-1" BATH 4 10'-1"BED 3 11'-1" BATH 3 10'-1" OWNERS SUITE 13'-1" BATH 1 10'-1" CLOSET 10'-1" W.C. W.C. W.C. W.C. W.C. W.C . W.C. W.C. 1-1/2" PVC UNDERGROUND BY OTHERS 1" WATER METER AT STREET SOR NODE NOTIFICATION DEVICE BY OTHERS INSPECTORS TEST NRemote area number: Occupancy classification: Density: Area of application: Total water required (including hose streams): @ a required system pressure of: Fire Protection System Demand: No. of sprinklers calculated: Inside Hose Streams: Outside Hose Streams: 2 0.05 1 Gpm/SqFt SqFt 31.1449 GPM 38.0716 Psi 5 GPM 0 GPM BOR DOM 4 12 6 5 3 TOR Calc-2 1" Riser Fire Sprinkler Riser Detail 1" CPVC to supply fire sprinkler system TOR BOR Domestic Supply Check Flow Control 1" CPVC Flow Switch Note Wiring by Others 300psi Gage Sprinkler Box with Wrench & two Sprinkler Heads Each Type 1/2" Drain to Outside1"1"1-1/2" PVC UNDERGROUND BY OTHERS NOTIFICATION DEVICE Wired by Others not to scale Module Must Connect to the Multi Station Smoke Alarm System and the Fire Sprinkler Flow Switch ( all wiring by others ) jd@jdmechanical.co Scale Project number Date Drawn by Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINCAs indicated 8/30/2021 9:46:10 AMFP-2 Piping Plan Project Number Project Name 09-01-21 JA JDNEW RESIDENCE81615 De Soto AvenueLa Quinta, Ca. 922631/8" = 1'-0"1 Piping Plan Sprinkler Schedule No. of Sprklrs Description SIN (Hydratec)K-Factor Orifice Size Temp 72 SS8486 Light Hazard 162 deg Quick Response 4.9 K SS8486 4.9 1/2" 162 °F 10 SS8486 Light Hazard 175 deg Quick Response 4.9 K SS8486 4.9 1/2" 175 °F : 82 Total No. of Sprinklers: 82 1" 3' -0" 1" 8' -0"1"11' -1"1"6' -6"1"7' -3"1" ?1"6' -11"1"5' -1"1" 11' -9" OWNER SUITE 10'-1" POOL POWDER LOCKER 10'-1" DRY SANA BATH 10'-1" CLOSET 10'-1" PREP KITCHEN 11'-1"MECH 10'-1" STORAGE 10'-1" PANTRY 10'-1: POWDER 10'-1" BED 8 11'-1" BED 7 11'-1" BATH 7 Bath 8 CART 9'-1" GARAGE 10'-1" HALL 11'-1" BED 6 11'-1" BATH 6 10'-1"LAUNDERY 10'-1" ENTRY 15'-4" CLOSET 10'-1" ICE CREAM STATION KITCHEN LIVING 16'-1" GREAT ROOM 16'-1" DINING 12'-1" HALL 11'-1" HALL 11'-1" BED 5 11'-1" BATH 5 10'-1" ELCT/AV 10'-1" POWDER 10'-1" LIQUOR STORAGE 12'-1" HALL 11'-1" BED 4 11'-1" BATH 4 10'-1"BED 3 11'-1" BATH 3 10'-1" OWNERS SUITE 13'-1" BATH 1 10'-1" CLOSET 10'-1" W.C. W.C. W.C. W.C. W.C. W.C. W.C. W.C.6' - 4"6' - 3"1' - 2"6' - 0"5' - 7"3' - 3"11' - 11"3' - 3"4' - 5"4' - 5"3' - 2"8' - 0"3' - 2"5' - 4"5' - 3"3' - 9"3' - 10" 8' - 4"4' - 8" 3' - 1"12' - 0"5' - 1"2' - 10"14' - 0"2' - 10"9' - 11"26' - 1"29' - 7"14' - 8"2' - 2"14' - 0"2' - 2"8' - 0"10' - 0"5' - 5"5' - 3" 5' - 2"5' - 2" 3' - 7"3' - 7" 8' - 4"14' - 5"2' - 3" 2' - 11"7' - 6"7' - 5"3' - 9"3' - 10" 7' - 5"7' - 5"3' - 6"14' - 0"3' - 7"6' - 5"6' - 8"4' - 6"14' - 1"4' - 7"7' - 7"14' - 0"7' - 6" 2' - 3"14' - 11"14' - 2"2' - 8" 3' - 5"8' - 0"3' - 5"4' - 0"3' - 8" 3' - 5" 5' - 0" 4' - 8"4' - 7"5' - 7" 7' - 8"14' - 7"11' - 2"18' - 7" 3' - 3"12' - 0"3' - 2" 5' - 3"4' - 11" 3' - 0"3' - 4"5' - 6"6' - 2"7' - 11"14' - 0"7' - 5"2' - 2" 2' - 4"13' - 0"2' - 9" 2' - 8"16' - 10"4' - 10"4' - 6"3' - 4"5' - 3"12' - 0"4' - 8"1-1/2" PVC UNDERGROUND BY OTHERS 1-1/2" WATER METER AT STREET SOR NODE NWM BOR DOM TOR1 1/2"0' -10"1 1/2"148' -5"1 1/2" 72' -0" 1 1/2" 15' -5"1 1/2"36' -10"jd@jdmechanical.co Scale Project number Date Drawn by Checked by 82579 Fleming Way Suite DIndio Ca. 92201(760) 775-6220C-16 License # 1020141MECHANICALINCAs indicated 2/3/2023 3:04:28 AMFP-3 RCP As Builds Project Number Project Name 02-03-23 JA JDNEW RESIDENCE81615 De Soto AvenueLa Quinta, Ca. 922631/8" = 1'-0"1 RCP 1" = 20'-0"2 UG Southwest Fire Pros 31401 Reserve Drive Suite 2 Route 111 Thousand Palms, Ca.92276 760-343-2233 Job Name : 81615 De Soto Avenue La Quinta, Ca Drawing : Location : Remote Area : Contract : Data File : 81615 De Soto Avenue La Quinta, Ca Area Calc-1.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire ProsPage 1 81615 De Soto Avenue La Quinta, CaDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 71.43 C2 - Residual Pressure: 62.03 C2 - Residual Flow : 41 D1 - Elevation : 6.063 D2 - System Flow : 26.019 D2 - System Pressure : 39.294 Hose ( Demand ) : _______D3 - System Demand : 26.019 Safety Margin : 28.083 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire ProsPage 2 81615 De Soto Avenue La Quinta, CaDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire Pros Page 3 81615 De Soto Avenue La Quinta, Ca Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure 9 71.43 62.03 41.0 67.377 26.02 39.294 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 7 11.0 4.9 18.4 21.02 0.05 400 8 12.0 21.52 3 12.0 23.29 TOR 12.0 24.84 DOM 4.3 29.35 BOR 1.0 31.55 5.0 WM -3.0 39.27 9 -3.0 39.29 6 12.0 22.26 2 12.0 22.28 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire Pros Page 4 81615 De Soto Avenue La Quinta, Ca Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 7 11 4.90 21.02 1 N 7.0 27.630 150 18.400 to 3R 3.0 20.000 -0.433 8 12 21.02 1.101 2O 10.0 47.630 0.0746 3.553 Vel = 7.08 8 12 -3.73 1 3R 3.0 26.040 150 21.520 to O 5.0 8.000 0.0 3 12 17.29 1.101 34.040 0.0520 1.769 Vel = 5.83 3 12 3.73 1 O 5.0 13.820 150 23.289 to 2R 2.0 7.000 0.0 TOR 12 21.02 1.101 20.820 0.0746 1.553 Vel = 7.08 TOR 12 0.0 1 N 7.0 7.700 150 24.842 to R 1.0 8.000 3.335 DOM 4.3 21.02 1.101 15.700 0.0746 1.171 Vel = 7.08 DOM 4.3 0.0 1 N 7.0 3.300 150 29.348 to 7.000 1.429 BOR 1 21.02 1.101 10.300 0.0747 0.769 Vel = 7.08 BOR 1 + 5.00 5.00 1.5 6N 54.0 278.390 150 31.546 to 54.000 1.732 WM -3 26.02 1.598 332.390 0.0180 5.996 Vel = 4.16 WM -3 0.0 1.5 1.120 150 39.274 to 0.0 9 -3 26.02 1.598 1.120 0.0179 0.020 Vel = 4.16 0.0 9 26.02 39.294 K Factor = 4.15 8 12 3.73 1 14R 14.0 164.080 150 21.520 to 8N 56.0 80.000 0.0 6 12 3.73 1.101 2O 10.0 244.080 0.0030 0.742 Vel = 1.26 6 12 0.0 1 R 1.0 3.580 150 22.262 to 1.000 0.0 2 12 3.73 1.101 4.580 0.0031 0.014 Vel = 1.26 2 12 0.0 1 22R 22.0 254.470 150 22.276 to 3O 15.0 79.000 0.0 3 12 3.73 1.101 6N 42.0 333.470 0.0030 1.013 Vel = 1.26 0.0 3 3.73 23.289 K Factor = 0.77 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.4 JD Mechanical Fire 82579 Fleming Way Suite D Your Street Address 2 Indio, Ca. 92201 760-775-6220 Job Name : 81615 De Soto Avenue La Quinta, Ca Drawing : Location : Same Remote Area : Calc-2 Contract : Data File : 81615 De Soto Avenue La Quinta, Ca Area Calc-2.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 JD Mechanical FirePage 1 81615 De Soto Avenue La Quinta, CaDate 10203040E50R60U70S80S90E100R110P12013014015010 20 30 40 50 60 70 80 90FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 71.43 C2 - Residual Pressure: 62.03 C2 - Residual Flow : 41 D1 - Elevation : 6.063 D2 - System Flow : 31.145 D2 - System Pressure : 37.036 Hose ( Demand ) : _______D3 - System Demand : 31.145 Safety Margin : 28.741 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4 JD Mechanical FirePage 2 81615 De Soto Avenue La Quinta, CaDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Revision: 50.54.4 JD Mechanical Fire Page 3 81615 De Soto Avenue La Quinta, Ca Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure WM 71.43 62.03 41.0 65.777 31.14 37.036 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 11.0 4.9 7.04 13.0 0.05 256 2 12.0 7.09 3 12.0 16.51 TOR 12.0 18.83 DOM 4.3 23.92 5.0 BOR 1.0 26.94 WM -3.0 37.04 4 11.0 4.9 7.2 13.14 0.05 256 5 12.0 6.95 6 12.0 7.09 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.54.4 JD Mechanical Fire Page 4 81615 De Soto Avenue La Quinta, Ca Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 11 4.90 13.00 1 N 7.0 3.840 150 7.040 to O 5.0 12.000 -0.433 2 12 13.0 1.101 15.840 0.0307 0.486 Vel = 4.38 2 12 -0.57 1 22R 22.0 254.470 150 7.093 to 3O 15.0 79.000 0.0 3 12 12.43 1.101 6N 42.0 333.470 0.0282 9.414 Vel = 4.19 3 12 13.71 1 O 5.0 13.820 150 16.507 to 2R 2.0 7.000 0.0 TOR 12 26.14 1.101 20.820 0.1117 2.326 Vel = 8.81 TOR 12 0.0 1 N 7.0 7.700 150 18.833 to R 1.0 8.000 3.335 DOM 4.3 26.14 1.101 15.700 0.1117 1.753 Vel = 8.81 DOM 4.3 + 5.00 5.00 1 N 7.0 3.300 150 23.921 to 7.000 1.429 BOR 1 31.14 1.101 10.300 0.1545 1.591 Vel = 10.49 BOR 1 0.0 1.5 6N 54.0 278.390 150 26.941 to 54.000 1.732 WM -3 31.14 1.598 332.390 0.0252 8.363 Vel = 4.98 0.0 WM 31.14 37.036 K Factor = 5.12 4 11 4.90 13.14 1 O 5.0 1.000 150 7.195 to 5.000 -0.433 5 12 13.14 1.101 6.000 0.0313 0.188 Vel = 4.43 5 12 0.0 1 R 1.0 3.580 150 6.950 to 1.000 0.0 6 12 13.14 1.101 4.580 0.0312 0.143 Vel = 4.43 6 12 0.57 1 17R 17.0 190.120 150 7.093 to 3O 15.0 88.000 0.0 3 12 13.71 1.101 8N 56.0 278.120 0.0338 9.414 Vel = 4.62 0.0 3 13.71 16.507 K Factor = 3.37 2 12 0.57 1 R 1.0 3.580 150 7.093 to 1.000 0.0 6 12 0.57 1.101 4.580 0 0.0 Vel = 0.19 0.0 6 0.57 7.093 K Factor = 0.21 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.4 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. “Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. Approvals: Sprinkler Identification Number (SIN): Maximum Working Pressure: Discharge Coefficient (Nominal K-Factor): Temperature Rating: Color Code (Sprinkler) Color Code (Cover Plate) Vertical Adjustment: Cover Plate Finishes: Standard Finishes- Custom Finishes- Please see chart on Page 8 for more detail. Physical Characteristics: In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) – Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Temperature Rating 162°F (72°C) Intermediate Temperature Rating 175°F (79°C) Maximum Coverage Area(a) Ft. × Ft. (m ×m) Maximum Spacing Ft. (m) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) 12×12 (3.7×3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 14×14 (4.3×4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 15×15 (4.6×4.6) 15 (4.6) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16×16 (4.9×4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) 14 (53.0) 8.2 (0.57) 18×18 (5.5×5.5) 18 (5.5) 17 (64.3) 12.0 (0.83) 18 (68.1) 13.5 (0.93) 20×20 (6.1×6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) Smooth Ceilings 3/8 to 7/8 Inches. Beamed Ceilings per NFPA 13D, 13R or 13 Installed in beam 3/8 to 7/8 inches below bottom of beam. Concealed 8 (2.4) (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) The Model RC-RES must be installed in accordance with the following instructions: The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. The following instructions must be implemented for the maintenance and service of the Model RC-RES. When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) ) 2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes 2-5/8" Round, 140°F - - - - - - 3-1/4" Round, 140°F 2-5/8" Square, 140°F - - - - - - - 2-5/8" Round, 162°F - - - - - - - 3-1/4" Round, 162°F - - - - - - - Socket NR-H For use with a 3/8” drive ratchet (not included) Socket NR-H Plastic For use with a 1/2” drive ratchet (not included) Cap Remover RC OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org November 30, 2021 JD Mechanical Fire Inc 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 49B 81615 DE SOTO AVE, LA QUINTA, CA 92253 The sprinkler 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. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection 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 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 81615 DE SOTO AVE PERMIT#: FSS2021-0258 DATE ISSUED: 11/30/2021 DESCRIPTION: MADISON LOT 49B CONTRACTOR: JD MECHANICAL FIRE INC HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 / FAX (760) 777-7011  NEW  TENANT IMPROVEMENT PERMIT NO. PROJECT INFORMATION (Please Print) Project Name: Sign: Site Address: Print: City & Zip: Project Description: • Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City’s fire department, and the County designee serves as the City’s fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION:  Same as Applicant info Applicant Name: Contractor #: Contact Person: Contact Person: Mailing Address: Mailing Address: City & Zip: City & Zip: Phone Number: Fax : Phone Number: Fax : Email: Email:  ------------  HOURLY@161/HR  $670  HOURLY@161/HR  $791  $992  $418  $1234  HOURLY@161/HR $418  HOURLY@161/HR ------------  HOURLY@161/HR $418  $498  HOURLY@161/HR  $579  HOURLY@161/HR  $176  $901  $590  HOURLY@161/HR  $659  $418  $579  $1062  $418  $740  HOURLY@161/HR  HOURLY@161/HR  HOURLY@161/HR  HOURLY@161/HR