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FSS2020-0051ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES Description: HUNT / FIRE SPRINKLER SYSTEM / BRES2019-0088 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 3/25/2020 EPRS Parcel No: 773292007 Site Address: 52640 AVENIDA RAMIREZ LA QUINTA,CA 92253 Approved: 4/7/2020 KHET Subdivision: SANTA CARMELITA VALE LA QUINTA UNIT 16 Block: 153 Lot: 17 Issued: 4/7/2020 KHET Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/13/2020 KHET Valuation: ($1.00)Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, February 16, 2023 4:43:42 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0051 CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST FIRE BUCKET 3/25/2020 3/25/2020 4/8/2020 COMPLETE CONTRACTOR BUSINESS LICENSE IS REQUIRED PRIOR TO ISSUANCE. E-MAIL KOHL HETRICK 4/6/2020 4/6/2020 Hetrick, Kohl@CALFIRE Mon 4/6/2020 2:09 PM To: Nick Domnick <nick@ndfireprotection.com>; nicknafp@msn.com? Nick, I am starting the review for the above permit located at 52640 Avenida Ramirez. In reviewing the provided documents there is no water supply confirmation document from the water district. In regards to CVWD, this can be in 2 forms - 1) Fire Flow analysis of a nearby fire hydrant, or 2) a Residential Connection Charge Estimate (RCCE). The RCCE identifies the service and water meter improvement sizes and calculates the friction losses through the connection assembly, giving you the discharge flow and pressure from the water meter for your system modeling. I must consider the permit to be incomplete until you can provide a valid water supply document. Respectfully, KOHL HETRICK NOTE ARMANDO MAGALLON 4/8/2020 4/10/2020 FEES PAID WERE TRANSFERRED FROM FSS2020-0051 TO LIC- 768707. THE TOAL PAID WAS 29 FOR A 6 MONTH BL. SEE ATTACHMENT CONDITIONS Printed: Thursday, February 16, 2023 4:43:42 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0051 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT nicholas Domnick 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM BILL TO nicholas Domnick 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM CONTRACTOR NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DR MORENO VALLEY CA 92551 (951)807-1347 NICK@NDFIREPROTECT ION.COM OWNER GARY HUNT 16224 space drive moreno valley CA 92551 (951)807-1347 NICKNAFP@MSN.COM INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $161.00 $161.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS Total Paid for FIRE FEES: $403.00 $403.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/25/20 WEB4742 000112 CREDIT nicholas Domnick EPRS Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$418.00 $418.00 Printed: Thursday, February 16, 2023 4:43:42 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0051 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/25/2020 EtrakitPublicReg 1ST SUBMITTAL - HEAD CALC 20 X 20 HUNT RESIDENCES 1 HD CALC.pdf 1 DOC 3/25/2020 EtrakitPublicReg 1ST SUBMITTAL - 2 HEAD CALC HUNT RESIDENCE2 HEAD CALC SUBF.pdf 1 DOC 3/25/2020 JACK LIMA 1ST SUBMITTAL - FIRE SPRINKLER PLAN FIRE.pdf 1 DOC 4/7/2020 KOHL HETRICK CVWD Connection Charge Hunt Res..pdf CVWD Connection Charge Hunt Res..pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 4/9/2020 4/9/2020 APPROVED REMOTE VIDEO INSPECTION CONTRACTOR HAD TO INSTALL MORE INSULATION AND CPVC PROTECTION. WENT THROUGH ANOTHER RVI APPROXIMATELY 1 HOUR LATER TO CONFIRM OVERHEAD HYRO KHET 4/9/2020 4/9/2020 APPROVED REMOTE VIDEO INSPECTION FIRE FINAL**KHET 7/13/2020 7/13/2020 APPROVED REMOTE VIDEO INSPECTION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) JACK LIMA 3/25/2020 3/26/2020 3/25/2020 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 3/25/2020 4/8/2020 4/7/2020 APPROVED SEE ATTACHMENTS CONTRACTOR BUSINESS LICENSE IS REQUIRED PRIOR TO ISSUANCE. EMAILED APPLICATION TO CONTRACTOR. See chronology for notification of Incomplete Submittal. PARENT PROJECTS Printed: Thursday, February 16, 2023 4:43:42 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0051 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/7/2020 KOHL HETRICK FSS2020-0051 - APPROVED PLAN SET.pdf FSS2020-0051 - APPROVED PLAN SET.pdf 1 DOC 4/7/2020 KOHL HETRICK FSS2020-0051 - HUNT RESIDENCE - COA AND JOB CARD.pdf FSS2020-0051 - HUNT RESIDENCE - COA AND JOB CARD.pdf 1 Printed: Thursday, February 16, 2023 4:43:42 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0051 FSS2020-0051 APPROVED By: FIRE SAFETY SPECIALIST 04/07/2020 4:42:06 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # -FSS2020-0051 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS Static: 60.00 psi Resid: 20.00 psi Flow: 500.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 100 150 200 250 300 350 400 450 500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 59.77 psi @ 31.1 gpm 2 Required pressure 36.12 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 31.1 36.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 31.2 - - - M2 101.0 - - - - 23.2 - - - UGA 101.0 - - - - 22.3 - - - DOM 102.0 HOSE STREAM 21.5 5.0 BOR 103.0 - - - - 19.3 - - - TOR 113.0 - - - - 12.6 - - - 5 113.0 - - - - 10.6 - - - 6 113.0 - - - - 9.3 - - - 7 113.0 - - - - 7.8 - - - 8 113.0 - - - - 7.2 - - - 9 113.0 - - - - 7.2 - - - 9A 113.0 - - - - 7.2 - - - 10 113.0 - - - - 8.4 - - - 100 113.0 K= 4.90 7.0 13.0 101 113.0 K= 4.90 7.1 13.1 SOURCE 100.0 SOURCE 36.1 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 4.9 SOURCE 100.0 36.1 31.1 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 31.2 31.1 1.025 20.40 0.218 4.5 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 31.2 31.1 UGA 8.0 psi, 31.0 gpm M2 101.0 23.2 31.0 Pipe: 3 0.0 0.0 25.00 150 0.9 M2 101.0 23.2 31.1 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 22.3 31.1 1.610 37.09 0.024 0.9 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.8 UGA 101.0 22.3 26.1 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 21.5 31.1 1.610 17.09 0.024 0.4 Pipe: 5 0.0 0.0 2.00 150 2.2 DOM 102.0 21.5 26.1 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 19.3 26.1 1.025 T: 6.7 11.45 0.157 1.8 Pipe: 6 0.0 0.0 10.00 150 6.6 BOR 103.0 19.3 26.1 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 12.6 26.1 1.101 C: 8.0 20.50 0.111 2.3 Pipe: 7 0.0 0.0 12.00 150 2.0 TOR 113.0 12.6 26.1 6 1.000 T: 6.0 6.00 0.0 5 113.0 10.6 26.1 1.101 18.00 0.111 2.0 Pipe: 8 0.0 12.8 10 6.00 150 1.3 5 113.0 10.6 13.2 7 1.000 T: 6.0 6.00 0.0 6 113.0 9.3 26.1 1.101 12.00 0.111 1.3 Pipe: 9 0.0 0.0 44.00 150 1.5 6 113.0 9.3 13.2 8 1.000 E: 2.5 2.50 0.0 7 113.0 7.8 13.2 1.101 46.50 0.032 1.5 Pipe: 10 0.0 0.2 9 13.00 150 0.6 7 113.0 7.8 13.2 100 1.000 T: 6.0 6.00 0.0 8 113.0 7.2 13.2 1.101 19.00 0.032 0.6 Pipe: 11 4.90 13.0 Disch 4.00 150 0.2 8 113.0 7.2 0.0 1.000 E: 2.5 2.50 0.0 100 113.0 7.0 13.0 1.101 6.50 0.031 0.2 Pipe: 12 0.0 0.0 13.00 150 0.0 8 113.0 7.2 0.2 9A 1.000 E: 2.5 2.50 0.0 9 113.0 7.2 0.2 1.101 15.50 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 13.1 101 4.00 150 0.0 9 113.0 7.2 -12.8 10 1.000 T: 6.0 6.00 0.0 9A 113.0 7.2 0.2 1.101 10.00 0.000 0.0 Pipe: 13A 4.90 13.1 Disch 4.00 150 0.1 9A 113.0 7.2 0.0 1.000 ---- 0.00 0.0 101 113.0 7.1 13.1 1.101 4.00 0.031 0.1 Pipe: 14 0.0 0.0 36.00 150 1.2 10 113.0 8.4 12.8 101 1.000 E: 2.5 2.50 0.0 9A 113.0 7.2 12.8 1.101 38.50 0.030 1.2 Pipe: 15 0.0 0.0 25.00 150 0.9 6 113.0 9.3 12.8 9A 1.000 T: 6.0 6.00 0.0 10 113.0 8.4 12.8 1.101 31.00 0.030 0.9 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.193 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 59.56 psi with a flow of 43.47 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 APPROVED By: FIRE SAFETY SPECIALIST 04/07/2020 4:42:51 PM The approval of plans and specifications does not permit the violation, deletion, omission or faulty installation of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. PERMIT # -FSS2020-0051 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS Static: 60.00 psi Resid: 20.00 psi Flow: 500.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 100 150 200 250 300 350 400 450 500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 59.84 psi @ 25.0 gpm 2 Required pressure 40.87 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 25.0 40.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 37.5 - - - M2 101.0 - - - - 29.5 - - - UGA 101.0 - - - - 28.9 - - - DOM 102.0 HOSE STREAM 28.2 5.0 BOR 103.0 - - - - 26.6 - - - TOR 113.0 - - - - 20.9 - - - 5 113.0 - - - - 19.7 - - - 6 113.0 - - - - 18.9 - - - 7 113.0 - - - - 18.0 - - - 8 113.0 - - - - 17.7 - - - 9 113.0 - - - - 17.4 - - - 10 113.0 - - - - 18.2 - - - 100 113.0 - - - - 17.7 - - - 101 113.0 K= 4.90 16.7 20.0 SOURCE 100.0 SOURCE 40.9 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 3.4 SOURCE 100.0 40.9 25.0 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 37.5 25.0 1.025 20.40 0.145 3.0 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 37.5 25.0 UGA 8.0 psi, 25.0 gpm M2 101.0 29.5 25.0 Pipe: 3 0.0 0.0 25.00 150 0.6 M2 101.0 29.5 25.0 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 28.9 25.0 1.610 37.09 0.016 0.6 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.7 UGA 101.0 28.9 20.0 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 28.2 25.0 1.610 17.09 0.016 0.3 Pipe: 5 0.0 0.0 2.00 150 1.5 DOM 102.0 28.2 20.0 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 26.6 20.0 1.025 T: 6.7 11.45 0.096 1.1 Pipe: 6 0.0 0.0 10.00 150 5.7 BOR 103.0 26.6 20.0 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 20.9 20.0 1.101 C: 8.0 20.50 0.068 1.4 Pipe: 7 0.0 0.0 12.00 150 1.2 TOR 113.0 20.9 20.0 6 1.000 T: 6.0 6.00 0.0 5 113.0 19.7 20.0 1.101 18.00 0.068 1.2 Pipe: 8 0.0 10.4 10 6.00 150 0.8 5 113.0 19.7 9.6 7 1.000 T: 6.0 6.00 0.0 6 113.0 18.9 20.0 1.101 12.00 0.068 0.8 Pipe: 9 0.0 0.0 44.00 150 0.8 6 113.0 18.9 9.6 8 1.000 E: 2.5 2.50 0.0 7 113.0 18.0 9.6 1.101 46.50 0.017 0.8 Pipe: 10 0.0 0.0 13.00 150 0.3 7 113.0 18.0 9.6 9 1.000 T: 6.0 6.00 0.0 8 113.0 17.7 9.6 1.101 19.00 0.017 0.3 Pipe: 11 0.0 0.0 4.00 150 0.0 100 113.0 17.7 0.0 1.000 E: 2.5 2.50 0.0 8 113.0 17.7 0.0 1.101 6.50 0.000 0.0 Pipe: 12 0.0 20.0 101 13.00 150 0.3 8 113.0 17.7 -10.4 10 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 9.6 1.101 15.50 0.017 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 4.90 20.0 Disch 3.00 150 0.8 9 113.0 17.4 0.0 1.000 E: 2.5 8.50 0.0 101 113.0 16.7 20.0 1.101 T: 6.0 11.50 0.068 0.8 Pipe: 14 0.0 20.0 101 36.00 150 0.8 10 113.0 18.2 -9.6 8 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 10.4 1.101 38.50 0.020 0.8 Pipe: 15 0.0 0.0 25.00 150 0.6 6 113.0 18.9 10.4 9 1.000 T: 6.0 6.00 0.0 10 113.0 18.2 10.4 1.101 31.00 0.020 0.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 59.76 psi with a flow of 31.39 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, HYDRAULIC CALCULATIONS FOR THE HUNT RESIDENCE 52-640 AVENIDA RAMIREZ LA QUINTA, CA 92253 DRAWING NUMBER: 4376 DATE: MAR 25, 2020 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: MOST REMOTE 1 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 400 sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 1 DOMESTIC DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 25.0 gpm FLOW AND PRESSURE (AT BASE OF RISER):20.0 gpm @ 26.6 psi TYPE OF SYSTEM: WET CPVC WATER SUPPLY Source: CITY MAIN Test Date: 2/14/202 Test By:NDFP Location: 52640 AVENIDA RAMIREZ LA QUINTA Static: 60 psi Residual: 20 psi Flow: 500.0 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: NICHOLAS DOMNICK FIRE PROTECTION Address: 16224 SPACE DRIVE MORENO VALLEY, CA Phone: 951-807-1347 Certification number:C-16 # 682276 NAME OF DESIGNER: NICK DOMNICK AUTHORITY HAVING JURISDICTION: LAQUINTA FIRE / RIV COUNTY NOTES: ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 27071563 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS Static: 60.00 psi Resid: 20.00 psi Flow: 500.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 100 150 200 250 300 350 400 450 500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 59.84 psi @ 25.0 gpm 2 Required pressure 40.87 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 25.0 40.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 37.5 - - - M2 101.0 - - - - 29.5 - - - UGA 101.0 - - - - 28.9 - - - DOM 102.0 HOSE STREAM 28.2 5.0 BOR 103.0 - - - - 26.6 - - - TOR 113.0 - - - - 20.9 - - - 5 113.0 - - - - 19.7 - - - 6 113.0 - - - - 18.9 - - - 7 113.0 - - - - 18.0 - - - 8 113.0 - - - - 17.7 - - - 9 113.0 - - - - 17.4 - - - 10 113.0 - - - - 18.2 - - - 100 113.0 - - - - 17.7 - - - 101 113.0 K= 4.90 16.7 20.0 SOURCE 100.0 SOURCE 40.9 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 3.4 SOURCE 100.0 40.9 25.0 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 37.5 25.0 1.025 20.40 0.145 3.0 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 37.5 25.0 UGA 8.0 psi, 25.0 gpm M2 101.0 29.5 25.0 Pipe: 3 0.0 0.0 25.00 150 0.6 M2 101.0 29.5 25.0 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 28.9 25.0 1.610 37.09 0.016 0.6 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.7 UGA 101.0 28.9 20.0 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 28.2 25.0 1.610 17.09 0.016 0.3 Pipe: 5 0.0 0.0 2.00 150 1.5 DOM 102.0 28.2 20.0 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 26.6 20.0 1.025 T: 6.7 11.45 0.096 1.1 Pipe: 6 0.0 0.0 10.00 150 5.7 BOR 103.0 26.6 20.0 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 20.9 20.0 1.101 C: 8.0 20.50 0.068 1.4 Pipe: 7 0.0 0.0 12.00 150 1.2 TOR 113.0 20.9 20.0 6 1.000 T: 6.0 6.00 0.0 5 113.0 19.7 20.0 1.101 18.00 0.068 1.2 Pipe: 8 0.0 10.4 10 6.00 150 0.8 5 113.0 19.7 9.6 7 1.000 T: 6.0 6.00 0.0 6 113.0 18.9 20.0 1.101 12.00 0.068 0.8 Pipe: 9 0.0 0.0 44.00 150 0.8 6 113.0 18.9 9.6 8 1.000 E: 2.5 2.50 0.0 7 113.0 18.0 9.6 1.101 46.50 0.017 0.8 Pipe: 10 0.0 0.0 13.00 150 0.3 7 113.0 18.0 9.6 9 1.000 T: 6.0 6.00 0.0 8 113.0 17.7 9.6 1.101 19.00 0.017 0.3 Pipe: 11 0.0 0.0 4.00 150 0.0 100 113.0 17.7 0.0 1.000 E: 2.5 2.50 0.0 8 113.0 17.7 0.0 1.101 6.50 0.000 0.0 Pipe: 12 0.0 20.0 101 13.00 150 0.3 8 113.0 17.7 -10.4 10 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 9.6 1.101 15.50 0.017 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 4.90 20.0 Disch 3.00 150 0.8 9 113.0 17.4 0.0 1.000 E: 2.5 8.50 0.0 101 113.0 16.7 20.0 1.101 T: 6.0 11.50 0.068 0.8 Pipe: 14 0.0 20.0 101 36.00 150 0.8 10 113.0 18.2 -9.6 8 1.000 E: 2.5 2.50 0.0 9 113.0 17.4 10.4 1.101 38.50 0.020 0.8 Pipe: 15 0.0 0.0 25.00 150 0.6 6 113.0 18.9 10.4 9 1.000 T: 6.0 6.00 0.0 10 113.0 18.2 10.4 1.101 31.00 0.020 0.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 59.76 psi with a flow of 31.39 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 NICHOLAS DOMNICK FIRE PROTECTION 16224 SPACE DRIVE MORENO VALLEY, HYDRAULIC CALCULATIONS FOR THE HUNT RESIDENCE 52-640 AVENIDA RAMIREZ LA QUINTA, CA 92253 DRAWING NUMBER: 4376 DATE: MAR 25, 2020 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: MOST REMOTE 2 HEAD CALC OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO LF II NUMBER OF SPRINKLERS CALCULATED: 2 DOMESTIC DEMAND: 5 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 31.1 gpm FLOW AND PRESSURE (AT BASE OF RISER):20.0 gpm @ 26.6 psi TYPE OF SYSTEM: WET CPVC WATER SUPPLY Source: CITY MAIN Test Date: 2/14/202 Test By:NDFP Location: 52640 AVENIDA RAMIREZ LA QUINTA Static: 60 psi Residual: 20 psi Flow: 500.0 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: NICHOLAS DOMNICK FIRE PROTECTION Address: 16224 SPACE DRIVE MORENO VALLEY, CA Phone: 951-807-1347 Certification number:C-16 # 682276 NAME OF DESIGNER: NICK DOMNICK AUTHORITY HAVING JURISDICTION: LAQUINTA FIRE / RIV COUNTY NOTES: ALL RUN TEES ADDED IN EQUIVELANT FEET OF PIPE. Calculations performed by HASS under license # 27071563 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES WATER SUPPLY ANALYSIS Static: 60.00 psi Resid: 20.00 psi Flow: 500.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 100 150 200 250 300 350 400 450 500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 59.77 psi @ 31.1 gpm 2 Required pressure 36.12 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 60.0 20.0 500.0 59.8 31.1 36.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) M1 101.0 - - - - 31.2 - - - M2 101.0 - - - - 23.2 - - - UGA 101.0 - - - - 22.3 - - - DOM 102.0 HOSE STREAM 21.5 5.0 BOR 103.0 - - - - 19.3 - - - TOR 113.0 - - - - 12.6 - - - 5 113.0 - - - - 10.6 - - - 6 113.0 - - - - 9.3 - - - 7 113.0 - - - - 7.8 - - - 8 113.0 - - - - 7.2 - - - 9 113.0 - - - - 7.2 - - - 9A 113.0 - - - - 7.2 - - - 10 113.0 - - - - 8.4 - - - 100 113.0 K= 4.90 7.0 13.0 101 113.0 K= 4.90 7.1 13.1 SOURCE 100.0 SOURCE 36.1 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 15.00 150 4.9 SOURCE 100.0 36.1 31.1 M2 1.000 2E: 5.4 5.40 0.4 M1 101.0 31.2 31.1 1.025 20.40 0.218 4.5 Pipe: 2 0.0 Fixed Pressure Loss Device M1 101.0 31.2 31.1 UGA 8.0 psi, 31.0 gpm M2 101.0 23.2 31.0 Pipe: 3 0.0 0.0 25.00 150 0.9 M2 101.0 23.2 31.1 DOM 1.500 2E:12.1 12.09 0.0 UGA 101.0 22.3 31.1 1.610 37.09 0.024 0.9 Pipe: 4 H.S. 5.0 Disch 5.00 150 0.8 UGA 101.0 22.3 26.1 BOR 1.500 2E:12.1 12.09 0.4 DOM 102.0 21.5 31.1 1.610 17.09 0.024 0.4 Pipe: 5 0.0 0.0 2.00 150 2.2 DOM 102.0 21.5 26.1 TOR 1.000 E: 2.7 9.45 0.4 BOR 103.0 19.3 26.1 1.025 T: 6.7 11.45 0.157 1.8 Pipe: 6 0.0 0.0 10.00 150 6.6 BOR 103.0 19.3 26.1 5 1.000 E: 2.5 10.50 4.3 TOR 113.0 12.6 26.1 1.101 C: 8.0 20.50 0.111 2.3 Pipe: 7 0.0 0.0 12.00 150 2.0 TOR 113.0 12.6 26.1 6 1.000 T: 6.0 6.00 0.0 5 113.0 10.6 26.1 1.101 18.00 0.111 2.0 Pipe: 8 0.0 12.8 10 6.00 150 1.3 5 113.0 10.6 13.2 7 1.000 T: 6.0 6.00 0.0 6 113.0 9.3 26.1 1.101 12.00 0.111 1.3 Pipe: 9 0.0 0.0 44.00 150 1.5 6 113.0 9.3 13.2 8 1.000 E: 2.5 2.50 0.0 7 113.0 7.8 13.2 1.101 46.50 0.032 1.5 Pipe: 10 0.0 0.2 9 13.00 150 0.6 7 113.0 7.8 13.2 100 1.000 T: 6.0 6.00 0.0 8 113.0 7.2 13.2 1.101 19.00 0.032 0.6 Pipe: 11 4.90 13.0 Disch 4.00 150 0.2 8 113.0 7.2 0.0 1.000 E: 2.5 2.50 0.0 100 113.0 7.0 13.0 1.101 6.50 0.031 0.2 Pipe: 12 0.0 0.0 13.00 150 0.0 8 113.0 7.2 0.2 9A 1.000 E: 2.5 2.50 0.0 9 113.0 7.2 0.2 1.101 15.50 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 13.1 101 4.00 150 0.0 9 113.0 7.2 -12.8 10 1.000 T: 6.0 6.00 0.0 9A 113.0 7.2 0.2 1.101 10.00 0.000 0.0 Pipe: 13A 4.90 13.1 Disch 4.00 150 0.1 9A 113.0 7.2 0.0 1.000 ---- 0.00 0.0 101 113.0 7.1 13.1 1.101 4.00 0.031 0.1 Pipe: 14 0.0 0.0 36.00 150 1.2 10 113.0 8.4 12.8 101 1.000 E: 2.5 2.50 0.0 9A 113.0 7.2 12.8 1.101 38.50 0.030 1.2 Pipe: 15 0.0 0.0 25.00 150 0.9 6 113.0 9.3 12.8 9A 1.000 T: 6.0 6.00 0.0 10 113.0 8.4 12.8 1.101 31.00 0.030 0.9 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 27071563 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.193 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 59.56 psi with a flow of 43.47 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 3/25/2020 C:\USERS\NICKN\DOCUMENTS\HASSDATA\HUNT RESIDENCESDF.SDFJOB TITLE: HUNT RES PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 1.79 4.47 0.89 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org April 7, 2020 Nicholas Domnick Fire Protection 16224 Space Drive Moreno Valley, CA 92551 Re: Residential Fire Sprinkler Plan Review – HUNT RESIDENCE FSS2020-0051 / 52640 AVENIDA RAMIREZ, 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: 52640 AVENIDA RAMIREZ PERMIT#: FSS2020-0051 DATE ISSUED: 4/7/2020 DESCRIPTION: RESIDENTIAL FIRE SPRINKLER SYSTEM CONTRACTOR: NICHOLAS DOMNICK FIRE PROTECTION 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 dur ing 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.