Loading...
FSS2022-0449ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SOUTHWEST FIRE PROS 31410 RESERVE DRIVE SUITE 2 THOUSAND PALMS CA 92276 (760)343-2233 MAUREEN@SWESTFIR EPROS.COM CONTRACTOR SOUTHWEST FIRE PROS 31410 RESERVE DRIVE SUITE 2 THOUSAND PALMS CA 92276 (760)343-2233 MAUREEN@SWESTFIR EPROS.COM OWNER JEFF RIPPEE 52700 AVENIDA VALLEJO LA QUINTA CA 92253 (760)343-2233 CONDITIONS Description: FIRE SPRINKLER Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 12/13/2022 ECON Parcel No: 770230016 Site Address: 78761 DEACON DR E ,CA Approved: 12/19/2022 RWI Subdivision: TR 28470-1 Block: Lot: 26 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 6/29/2023 LRO Valuation: $7,150.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Thursday, July 20, 2023 4:41:57 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0449 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LIN 1/24/2023 1/24/2023 APPROVED AS BUILTS REQUIRED Changes in head location as well as riser location. Premature insulation was partially removed to observed all sprinkler system components. As builts required. OVERHEAD HYRO LIN 1/24/2023 1/24/2023 APPROVED AS BUILTS REQUIRED FIRE FINAL**LRO 6/29/2023 6/29/2023 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 12/23/22 WEB13907 775579506 CREDIT 1005165 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 12/23/22 WEB13907 775579506 CREDIT 1005165 ECON Total Paid for FIRE FEES: $500.00 $500.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 12/23/22 WEB13907 775579506 CREDIT 1005165 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $8.00 $8.00 12/23/22 WEB13907 775579506 CREDIT 1005165 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $8.00 TOTALS:$519.00 $519.00 Printed: Thursday, July 20, 2023 4:41:57 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0449 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/13/2022 Etrakit Contractor 1ST SUBMITTAL - PLAN SET Rippee Residence Plans.pdf 1 DOC 12/13/2022 Etrakit Contractor 1ST SUBMITTAL - HYDRAULIC CALCULATIONS Document.pdfCalc-1.pdf 1 DOC 12/13/2022 Etrakit Contractor CVWD FIRE FLOW Results.pdf 1 DOC 12/13/2022 Etrakit Contractor CUT SHEETS Senju Residential Conceled Pendant.pdf 1 DOC 12/13/2022 Etrakit Contractor FIRE REVIEW APPLICATION FIRE REVIEW APPLICATION.pdf 1 DOC 6/22/2023 Etrakit Contractor As Built Plans FSS2022-0449 As Built Plans.pdf 1 DOC 6/26/2023 KOHL HETRICK FSS2022-0449 - AS- BUILTS - APPROVED.pdf FSS2022-0449 - AS- BUILTS - APPROVED.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0449 Rippee Residence COA.pdf LQ FSS2022-0449 Rippee Residence COA.pdf 1 DOC 12/19/2022 REBECCA WINSCOTT LQ FSS2022-0449 Rippee Residence.pdf LQ FSS2022-0449 Rippee Residence.pdf 1 BOND INFORMATION 1ST FIRE - ETRAKIT (2 WK) REBECCA WINSCOTT 12/13/2022 12/29/2022 12/19/2022 APPROVED 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 12/13/2022 12/14/2022 12/13/2022 COMPLETE Printed: Thursday, July 20, 2023 4:41:57 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0449 FSS2022-0449 AS-BUILTS Kohler - K-2297 Kohler - K-2297 3'-0"393COATSPOWDER400 amp.FAU FAU SEATSEATFAU FAUSEAT TUB A/C A/C A/C A/C 48" R/O 361 3'-0"3933'-0"3935'-11_2"3'-41_ 2" 393 4'-51_ 2" 4'-31_ 2"3'-0" 393 3'-0"39310"10" 10" 10"EQ.10"EQ.EQ.1'-0"EQ.1'-0"EQ.1'-0"EQ.1'-0"1'-1"1'-1"2'-0"2'-0"2'-0"2'-0"JJJJJJINSPECTOR 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 CADBlocksFree.com.For all of your 2D & 3D CAD 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.) 1" WATER METER 5psi CALCED FOR FRICTION LOSS Water Supply Information Static Pressure: Residual Pressure: Residual Flow: Additional Hose Flow: 64.80 psi 61.80 psi 3550 GPM 0 GPM 1-1/4" RISER INSPECTORS TESTNOTIFICATION DEVICE BY OTHERS1-1/2" PVC UNDERGROUND BY OTHERSGARAGE 10'-0" BATH 3 9'-0" BEDROOM 3 10'-0" W.I.C. 9'-0" COURTYARD COVERED ENTRY ENTRY 12'-0" 9'-0"OFFICE 10'-0" HALL 10'-0" W.I.C. 9'-0" BEDROOM 2 10'-0" BATH 2 9'-0"LAUNDRY 10'-0" PANTRY 10'-0" KITCHEN 12'-0"DINING 12'-0" GREAT ROOM 15'-0"LOGGIA PRIMARY BEDROOM 13'-0" PRIMARY BATH 10'-0" W.C. 9'-0" W.I.C. 10'-0" KITCHENETTE 8'-0" BATH 4 8'-0" GUEST BEDROOM 11'-0"1"1' -8"1"1' -5"1"5' -3"1"5' -3"1"5' -6"1"5' -5"1"5' -5"1"3' -9"1"1' -1"1"7' -3"1"2' -6"1" 14' -0" 1" 11' -6"1"2' -8"1" 12' -0"1"2' -8"1" 14' -0"1"5' -6"1" 7' -5"1"4' -3"1"3' -10"1" 7' -0"1"6' -6"1" 0' -8"1"8' -5"1"8' -4"1" 3' -9" 1" 2' -0" 1" 0' -10" 1" 4' -6"1"2' -3"1"11' -1"1"2' -0"1" 1' -1"1"0' -7"1" 9' -7" 1" 9' -5" 1" 3' -2"1"7' -10"1"3' -2"1" 8' -2" 1 1/4" 1' -1"1"7' -8"1"3' -8"1" 5' -0"1"7' -8"1" 8' -7" 1" 3' -1"1"0' -6"1"8' -4"1"8' -4"1"5' -2"1" 4' -11"1"2' -0"1"2' -0"1" 3' -6"1"8' -4"1"8' -4"1"8' -4"1"2' -8"1" 8' -7"1"6' -7"1" 5' -4" 1" 2' -1" 1" 0' -5" 1" 2' -7"1"3' -9"1" 8' -5" 1" 2' -6"1"3' -4"1" 9' -5"1"5' -1"1" 0' -10" 1" 2' -11"1"5' -10"1" 1' -4" 1" 5' -8"1"4' -7"1"5' -4"1" 4' -10" 1" 6' -8"1"1' -11"1"8' -5"1"7' -5"1" 0' -7"1" 2' -8" 1" 0' -6"1"5' -1"1"7' -1"1" 1' -7"1"1' -7"1"1' -10"1"2' -7"1" x 5' -0"1" x 5' -0"1" x 5' -0"N Remote 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-1 R-3 2 Gpm/SqFt 512 Max SqFt 31.0424 GPM 51.9781 Psi 5 GPM 0 GPM2"68' -3"CALC-1 1 WM 8 SOR 11456 2 3 7 TOR BOR DOM 9 10 1" 1' -1" 1" 1' -8"1"8' -5"1" 4' -5" 1" 6' -1" 1" 3' -1"1"1' -8"1"5' -3"1" x 5' -0"1"8' -0"1" x 3' -10"1" 0' -11"1" x 10' -2"1"4' -4"1" 3' -0" 1" 1' -8"1"1' -8"1"8' -5"1" 7' -4" 1" 3' -0"1"2' -11"1" 4' -4"1"5' -7"1"4' -3"1" 11' -11" 1" 5' -3" 1" 3' -0" 1" 3' -1" 1" 3' -10" 1" 1' -7" Fire Sprinkler Riser Detail TOR BOR Domestic Supply Check Flow Control 1-1/4" CPVC Flow Switch Note Wiring by Others 300psi Gage Sprinkler Box with Wrench & two Sprinkler Heads Each Type 1/2" Drain to Outside1-1/4"1-1/4"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 ) southwestfirepros.com Scale Project number Date Drawn by Checked bySouthwest Fire Pros31410 Reserve Drive Suite # 2Thousand Palms, Ca 92276Phone (760) 343-2233Fax (760( 343-2210e-mail southwestfirepros.comLic. No. C-16 1005165As indicated 6/15/2023 4:18:16 PMFP-2 Piping Plan AS Builds Project Number RIPPEE 06-15-23 JA CC No. Description Date RIPPEE RESIDENCETRADITION -LOT 2678761 Deacon Drive EastLa Quinta, Ca 922531/8" = 1'-0"1 Pipinig Plan Sprinkler Schedule No. of Sprklrs Description SIN (Hydratec)K-Factor Orifice Size Temp 10 Senju 1/2 Light Pendent Recessed Temperature - 205 Finish - WH Quick Response Model - V27 SIN - SS8464 K Factor - 4.9 SS8464 4.9 1/2" 205 °F 55 Senju 1/2 Residential Concealed Temperature -162 Finish - NT Fast Response Model - Freedom SIN - SS8464 K Factor - 4.9 SS8464 4.9 1/2" 162 °F : 65 Total No. of Sprinklers: 65 Kohler - K-2297 Kohler - K-2297 3'-0"393COATSPOWDER400 amp.FAU FAU SEATSEATFAU FAUSEAT TUB A/C A/C A/C A/C 48" R/O 361 3'-0"3933'-0"3935'-11_2"3'-41_ 2" 393 4'-51_ 2" 4'-31_ 2"3'-0" 393 3'-0"39310"10"10"10" EQ. 10"EQ.EQ.1'-0"EQ.1'-0"EQ.1'-0"EQ.1'-0"1'-1"1'-1"2'-0"2'-0"2'-0"2'-0"JJJJJJINSPECTOR 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.) 1" WATER METER 5psi CALCED FOR FRICTION LOSS Water Supply Information Static Pressure: Residual Pressure: Residual Flow: Additional Hose Flow: 64.80 psi 61.80 psi 3550 GPM 0 GPM 1-1/4" RISER INSPECTORS TESTNOTIFICATION DEVICE BY OTHERS1-1/2" PVC UNDERGROUND BY OTHERSGARAGE 10'-0" BATH 3 9'-0" BEDROOM 3 10'-0" W.I.C. 9'-0" COURTYARD COVERED ENTRY ENTRY 12'-0" 9'-0"OFFICE 10'-0" HALL 10'-0" W.I.C. 9'-0" BEDROOM 2 10'-0" BATH 2 9'-0"LAUNDRY 10'-0" PANTRY 10'-0" KITCHEN 12'-0"DINING 12'-0" GREAT ROOM 15'-0"LOGGIA PRIMARY BEDROOM 13'-0" PRIMARY BATH 10'-0" W.C. 9'-0" W.I.C. 10'-0" KITCHENETTE 8'-0" BATH 4 8'-0" GUEST BEDROOM 11'-0"1"1' -8"1"1' -5"1"1' -6"1"1' -0"1"1' -6"1"3' -2"1"5' -6"1"5' -5"1"5' -5"1"1' -1"1"1' -1"1"2' -9"1" 1' -6"1"7' -3"1"1' -6"1"1' -0"1"4' -10"1"4' -10"1" x 9' -8"1" 14' -0" 1" 11' -6"1"2' -8"1" 12' -0"1"2' -8"1" 14' -0"1"5' -6"1" 5' -0"1"2' -8"1" 5' -0"1"2' -9"1"3' -10"1" 7' -0"1"6' -6"1" 8' -0" 1" 0' -8"1"8' -5"1"8' -4"1" 3' -9" 1" 2' -0" 1" 0' -10" 1" 4' -6"1"2' -3"1"11' -1"1"2' -0"1" 1' -1"1"0' -7"1" 9' -7" 1" 9' -5" 1" 3' -2"1"7' -10"1"3' -2"1" 8' -2" 1 1/4" 1' -1"1"7' -8"1"3' -8"1" 5' -0"1"7' -8"1"6' -6"1" 8' -7" 1" 3' -1"1"0' -6"1"8' -4"1"8' -4"1"7' -1"1"7' -1"1" 4' -11"1"2' -0"1"2' -0"1" 3' -6"1"8' -4"1"8' -4"1"8' -4"1"2' -8"1" 8' -7"1"6' -7"1" 5' -4" 1" 2' -1" 1" 0' -5" 1" 2' -7" 1" 5' -0"1"3' -9"1"3' -5"1" 3' -0"1"3' -5"1" 4' -5" 1" 8' -5"1"9' -3"1" 2' -6"1"0' -8"1" 11' -11"1"3' -4"1" 9' -5" 1" 1' -1"1"5' -1"1" 0' -10" 1" 2' -11"1"9' -8"1" 1' -4"1"2' -4"1" 5' -8"1"4' -7"1"5' -4"1" 4' -10" 1" 6' -8" 1" 2' -11" 1" 2' -5" 1" 1' -8"1"1' -11"1"0' -7"1"8' -5"1"8' -3"1"8' -3"1"7' -5"1"7' -5"1" 4' -5" 1" 0' -7"1" 6' -1" 1" 3' -1"1"1' -8"1" 2' -8" 1" 0' -6"1"5' -1"1" 5' -0"1"0' -6"1" x 4' -4"1"4' -5"1"7' -1"1" 1' -7"1"1' -7"1"1' -10"1"2' -7"1"7' -0"1" x 5' -0"1" x 5' -0"1" x 5' -0"1" x 5' -0"N Remote 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-1 R-3 2 Gpm/SqFt 512 Max SqFt 31.122 GPM 52.7525 Psi 5 GPM 0 GPM 10 1 7 WM 9 SOR BOR TOR 12465 2 3 DOM 11 8 2" 15' -0"2"68' -3"CALC-1 Supply Point 1314 Fire Sprinkler Riser Detail TOR BOR Domestic Supply Check Flow Control 1-1/4" CPVC Flow Switch Note Wiring by Others 300psi Gage Sprinkler Box with Wrench & two Sprinkler Heads Each Type 1/2" Drain to Outside1-1/4"1-1/4"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 ) Southwest Fire Pros 31401 Reserve Drive Suite 2 Route 111 Thousand Palms, Ca.92276 760-343-2233 Job Name : 78761 Deacon Drive La Quinta, Ca Drawing : Location : Same Remote Area : Calc-1 Contract : Data File : 78761 Deacon Drive La Quinta, Ca Area Calc-1.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire ProsPage 1 78761 Deacon Drive La Quinta, CaDate 10203040E50R60U70S80S90E100R110P120130140150400 800 1200 1600 2000 2400 2800 3200 3600FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 64.8 C2 - Residual Pressure: 61.8 C2 - Residual Flow : 3550 D1 - Elevation : 5.713 D2 - System Flow : 31.122 D2 - System Pressure : 52.752 Hose ( Demand ) : _______D3 - System Demand : 31.122 Safety Margin : 12.047 D1D2Water Supply CurveComputer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire ProsPage 2 78761 Deacon Drive 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 78761 Deacon Drive La Quinta, Ca Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SOR 64.8 61.8 3550.0 64.8 31.12 52.752 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 10.19 4.9 7.04 13.0 0.05 256 2 11.0 7.1 3 11.0 15.1 4 11.0 18.55 5 11.0 20.79 6 11.0 20.95 13 11.0 25.25 14 11.0 25.29 TOR 11.0 36.72 DOM 1.37 42.86 5.0 BOR -3.0 46.5 7 -3.0 46.81 8 -3.0 47.6 WM -3.0 52.64 9 -3.0 52.7 SOR -3.0 52.75 10 10.19 4.9 7.17 13.12 0.05 256 11 11.0 7.0 12 11.0 18.04 Flow Summary - NFPA Computer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire Pros Page 4 78761 Deacon Drive 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 10.19 4.90 13.00 1 N 7.0 6.510 150 7.040 to 7.000 -0.351 2 11 13.0 1.101 13.510 0.0307 0.415 Vel = 4.38 2 11 13.12 1 N 7.0 51.690 150 7.104 to O 5.0 20.000 0.0 3 11 26.12 1.101 8R 8.0 71.690 0.1115 7.994 Vel = 8.80 3 11 -11.20 1 4N 28.0 47.260 150 15.098 to O 5.0 40.000 0.0 4 11 14.92 1.101 7R 7.0 87.260 0.0396 3.452 Vel = 5.03 4 11 11.20 1 2R 2.0 13.060 150 18.550 to O 5.0 7.000 0.0 5 11 26.12 1.101 20.060 0.1115 2.237 Vel = 8.80 5 11 0.0 1 R 1.0 0.440 150 20.787 to 1.000 0.0 6 11 26.12 1.101 1.440 0.1118 0.161 Vel = 8.80 6 11 0.0 1 6R 6.0 32.550 150 20.948 to 6.000 0.0 13 11 26.12 1.101 38.550 0.1115 4.299 Vel = 8.80 13 11 0.0 1.25 1.090 150 25.247 to 0.0 14 11 26.12 1.394 1.090 0.0349 0.038 Vel = 5.49 14 11 0.0 1 3R 3.0 64.540 150 25.285 to 7O 35.0 38.000 0.0 TOR 11 26.12 1.101 102.540 0.1115 11.435 Vel = 8.80 TOR 11 0.0 1 R 1.0 9.630 150 36.720 to N 7.0 8.000 4.171 DOM 1.37 26.12 1.101 17.630 0.1115 1.966 Vel = 8.80 DOM 1.37 + 5.00 5.00 1 N 7.0 4.370 150 42.857 to 7.000 1.893 BOR -3 31.12 1.101 11.370 0.1541 1.752 Vel = 10.49 BOR -3 0.0 1.5 N 9.0 3.330 150 46.502 to 9.000 0.0 7 -3 31.12 1.598 12.330 0.0251 0.310 Vel = 4.98 7 -3 0.0 2 N 11.0 83.290 150 46.812 to 11.000 0.0 8 -3 31.12 2.003 94.290 0.0084 0.789 Vel = 3.17 8 -3 0.0 1 0.230 150 47.601 to 5.000 * * Fixed Loss = 5 WM -3 31.12 1.101 0.230 0.1522 0.035 Vel = 10.49 WM -3 0.0 1 0.420 150 52.636 to 0.0 9 -3 31.12 1.101 0.420 0.1548 0.065 Vel = 10.49 9 -3 0.0 1.5 2.050 150 52.701 to 0.0 SOR -3 31.12 1.598 2.050 0.0249 0.051 Vel = 4.98 0.0 SOR 31.12 52.752 K Factor = 4.28 10 10.19 4.90 13.12 1 O 5.0 0.810 150 7.170 to 5.000 -0.351 11 11 13.12 1.101 5.810 0.0313 0.182 Vel = 4.42 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.4 Southwest Fire Pros Page 5 78761 Deacon Drive 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 11 11 0.0 1 R 1.0 2.300 150 7.001 to 1.000 0.0 2 11 13.12 1.101 3.300 0.0312 0.103 Vel = 4.42 0.0 2 13.12 7.104 K Factor = 4.92 3 11 11.20 1 10R 10.0 59.270 150 15.098 to 3O 15.0 67.000 0.0 12 11 11.2 1.101 6N 42.0 126.270 0.0233 2.940 Vel = 3.77 12 11 0.0 1 2O 10.0 12.000 150 18.038 to 10.000 0.0 4 11 11.2 1.101 22.000 0.0233 0.512 Vel = 3.77 0.0 4 11.20 18.550 K Factor = 2.60 Final Calculations : Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.54.4 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 December 19, 2022 Southwest Fire Re: Residential Fire Sprinkler Plan Review – Rippee Residence FSS2022-0449 / 78761 Deacon Dr E 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. Rebecca Winscott - 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: 78761 Deacon Dr E PERMIT#: FSS2022-0449 DATE ISSUED: 121922 DESCRIPTION: Rippee Residence CONTRACTOR: Southwest Fire 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.