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FSS2020-0098
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL KOHL HETRICK 8/10/2020 8/10/2020 Tiffini, The provided proof of static water supply for this application does not reference an address. I cannot accept this in it’s form as it is generic and can be used for any address in any CVWD jurisdiction. Please provide a water supply document applicable to the 52845 Claret Cove, La Quinta address. NOTE KAYLI ALFORD 4/27/2021 4/27/2021 CONTRACTOR REQUESTED FINAL INSPECTION, PERMIT IS EXPIRED AS OF 3/1/21. EXTENSION REQUEST LETTER & EXTENSION FEE REQUIRED PRIOR TO EXTENDING. OK TO EXTEND PER KOHL. PERMIT EXTENDED TO 4/28/21 SO CONTRACTOR CAN PAY FEES VIA ETRAKIT. Description: MARKS / BRES2019-0537 / FIRE SPRINKLER Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 7/28/2020 ECON Parcel No: 770330007 Site Address: 52845 CLARET COVE LA QUINTA,CA 92253 Approved: 8/20/2020 KHET Subdivision: TR 28867 Block: Lot: 43 Issued: 8/20/2020 KHET Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/6/2021 KHET Valuation: $15,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Tuesday, February 21, 2023 4:49:48 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0098 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT DESERT FIRE EXTINGUISHER CO INC PO BOX 1607 PALM SPRINGS CA 92263 (760)322-0995 MARK@DESERT- FIRE.COM CONTRACTOR DESERT FIRE EXTINGUISHER CO INC PO BOX 1607 PALM SPRINGS CA 92263 (760)322-0995 MARK@DESERT- FIRE.COM OWNER KEITH & VALERIE MARKS 52845 CLARET COVE LA QUINTA CA 92253 (760)322-0995 NOTE KAYLI ALFORD 4/27/2021 4/27/2021 EXTENSION FEE PAID AND EXTENSION REQUEST LETTER RECEIVED. PERMIT EXTENDED BY 6 MOS. CONDITIONS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 5/3/21 WEB8108 003272 CREDIT DESERT FIRE EXTINGUISHER CO INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $242.00 $242.00 7/28/20 WEB5829 31195G CREDIT DESERT FIRE EXTINGUISHER CO IN ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 7/28/20 WEB5829 31195G CREDIT DESERT FIRE EXTINGUISHER CO IN ECON FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 5/3/21 WEB8108 003272 CREDIT DESERT FIRE EXTINGUISHER CO INC ECON Total Paid for FIRE FEES: $685.25 $685.25 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 7/28/20 WEB5829 31195G CREDIT DESERT FIRE EXTINGUISHER CO IN ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 Printed: Tuesday, February 21, 2023 4:49:48 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0098 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 9/1/2020 9/1/2020 DISAPPROVE D Need pressure gauge installed. OVERHEAD ROUGH PIPING KHET 9/1/2020 9/1/2020 DISAPPROVE D *3/4" WM OBSERVED, NEED TO CONFIRM 1" AT FINAL - SUPER ADVISED. NEED PROTECTION AGAINST CONTACT HAZARDS TO CPVC. NEED TO REROUTE CASITA SUPPLY. NEED TO REPLACE (2) HEADS TO HIGH-TEMP. NEED TO RELOCATE DIFFUSERS IN MASTER CLOSET. **AS-BUILTS REQUIRED PRIOR TO FINAL. OVERHEAD ROUGH PIPING KHET 9/2/2020 9/2/2020 APPROVED OVERHEAD HYRO KHET 9/2/2020 9/2/2020 APPROVED FIRE FINAL**KHET 5/6/2021 5/6/2021 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) AARON HICKSON 7/28/2020 7/29/2020 7/29/2020 COMPLETE 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 7/28/20 WEB5829 31195G CREDIT DESERT FIRE EXTINGUISHER CO IN ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$700.25 $700.25 Printed: Tuesday, February 21, 2023 4:49:48 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0098 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/28/2020 EtrakitContractor 1ST SUBMITTAL PLANS MARKS-RESIDENCE- FIRE.pdf 1 DOC 7/28/2020 EtrakitContractor 1ST SUBMITTAL HYDRO CALCS MARKS-RES-RMA1.pdf 1 DOC 7/28/2020 EtrakitContractor 1ST SUBMITTAL WATER STATIC PSI.pdf 1 DOC 8/14/2020 EtrakitContractor 2ND SUBMITTAL - PLANS MARKS-RESIDENCE- FIREV1.pdf 1 DOC 8/14/2020 EtrakitContractor 2ND SUBMITTAL - CALCS MARKS-RESIDENCE- REV1-RMA12.pdf 1 DOC 8/14/2020 EtrakitContractor PSI Email 20200814_075901.pdf 1 DOC 5/3/2021 EtrakitContractor 20210503_104855.pdf 1 DOC 5/3/2021 EtrakitContractor MARKS-RESIDENCE-AS BUILTS.pdf 1 DOC 8/10/2020 KOHL HETRICK 1ST REVIEW - PLAN CORRECTIONS MARKS-RESIDENCE- FIRE_1.pdf 1 DOC 8/10/2020 KOHL HETRICK FSS2020-0098 - 1ST REVIEW - CORRECTION LETTER.pdf FSS2020-0098 - 1ST REVIEW - CORRECTION LETTER.pdf 1 DOC 8/27/2020 KOHL HETRICK FSS2020-0098 - APPROVED CALCS.pdf FSS2020-0098 - APPROVED CALCS.pdf 1 DOC 8/27/2020 KOHL HETRICK FSS2020-0098 - APPROVED PLANS.pdf FSS2020-0098 - APPROVED PLANS.pdf 1 BOND INFORMATION 1ST FIRE (2 WK)KOHL HETRICK 7/28/2020 8/11/2020 8/10/2020 REVISIONS REQUIRED SEE ATTACHMENTS 2ND FIRE (1 WK)KOHL HETRICK 8/14/2020 8/21/2020 8/20/2020 APPROVED UNABLE TO UPLOAD APPROVED DOCS Printed: Tuesday, February 21, 2023 4:49:48 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0098 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/1/2020 KOHL HETRICK FSS2020-0098 - OBSERVED AS BUILTS FOR REFERENCE.pdf FSS2020-0098 - OBSERVED AS BUILTS FOR REFERENCE.pdf 1 DOC 5/6/2021 KOHL HETRICK FSS2020-0098 - ACCEPTED AS- BUILTS.pdf FSS2020-0098 - ACCEPTED AS- BUILTS.pdf 1 DOC 5/6/2021 KOHL HETRICK FSS2020-0098 - COA AND JOB CARD.pdf FSS2020-0098 - COA AND JOB CARD.pdf 1 Printed: Tuesday, February 21, 2023 4:49:48 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0098 TY 3596 observed in place of SenjusTY2231 observed in place of GlobesSidewall Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 1 MASTER BEDROOM RESIDENTIAL 0.051 512 256 2 0 5 31.6 45.2 Wet 26.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 07/13/2020 W 2 HEAD CALC Project Name : MARKS RESIDENCE Contract No. : Project Location: 52845 CLARET COVE City: LA QUINTA, CA Date: 7/17/2020 Name of Contractor: DESERT FIRE Address: 558 E INDUSTRIAL PLACE Phone Number: 760-322-0995 Name of Designer: BJ Authority Having Jurisdiction: City: PALM SPRINGS, CA E-mail: Job Information Contractor Information Notes Date 8/11/2020 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 8/11/2020 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W Flow (gpm)Pressure (psi) 0 74 100 73 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W 74 73 100 73.9 31.6 45.2 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 5 0 0 5 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 26.6 0 0 26.6 Required Margin of Safety (%) W - Pressure (psi) W - Flow (gpm) Demand w/o System Pump(s) 10 45.2 31.6 N/A Sprinklers Other Date 8/11/2020 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 1 Date 8/11/2020 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 74Supply point #1 - Static 100S2 73Supply point #2 - Residual 0D1 4.9Elevation Pressure 31.6D2 45.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 42.2Supply73.8 28.7 31.6 39.7Supply; Safety Pressure 66.4 21.3 31.6 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type 1 4.9 0.05 12.8 7 0.053 7.713.6256Overhead Sprinkler 2 4.9 0.05 12.8 7 0.051 713256Overhead Sprinkler Date 8/11/2020 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 005 10.5 Node NODE 9.6 -3.7 006 10.5 Node NODE 9.6 -3.7 050 10.5 Node NODE 18.3 -3.7 1 13.33 Overhead Sprinkler HEAD 4.9 Open 13.6 0.8 256 0.053 7.7 -4.9 7 12.8 117 10.5 Node NODE 19.2 -3.7 118-I 6.95 Node NODE 24.7 -2.1 118-O 7.05 Node NODE 21.6 -2.2 119-I 2.95 Node NODE 27.5 -0.4 119-O 3.05 Node NODE 27.4 -0.5 120 2 Node NODE 28.2 0 121-I 1.45 Node NODE 28.8 0.2 121-O 1.55 Node NODE 28.8 0.2 124-I -1.5 Node NODE 36 1.5 124-O -1.5 Node NODE 31.8 1.5 126 2 Node NODE 45.2 0 2 13.33 Overhead Sprinkler HEAD 4.9 Open 13 0.2 256 0.051 7 -4.9 7 12.8 AN1 -1.5 Forced Node FNODE 39.8 1.5 H101 2 Inside Hose HOSE 5 28.1 0 5 W 2 Supply SUPPLY -31.6 45.2 0 Date 8/11/2020 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Hydraulic CalculationsJob : MARKS RESIDENCE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 2 005 13.33 10.5 4.9 13 13 1 1.101 1x(BM.Tee-Br)=5 4x(BM.90)=20 20.33 25 45.33 150 0.0304 7 1.2 1.4 005 050 10.5 10.5 0.9 13.9 1 1.101 21x(BM.Tee-Run)=21 12x(BM.90)=60 1x(BM.Tee-Br)=5 165.49 86 251.49 150 0.0346 9.6 0 8.7 050 117 10.5 10.5 12.7 26.6 1 1.101 1x(us.90)=3.82 3.9 3.82 7.72 150 0.1147 18.3 0 0.9 117 118-O 10.5 7.05 0 26.6 1 1.049 1x(coupling)=1 3.4 1 4.39 120 0.2194 19.2 1.5 1 118-O 118-I 7.05 6.95 0 26.6 1 0 0.1 0 0.1 0 28.5714 21.6 0.0 3 Potter Flow *** 118-I 119-O 6.95 3.05 0 26.6 1 1.049 1x(coupling)=1 3.89 1 4.89 120 0.2194 24.7 1.7 1.1 119-O 119-I 3.05 2.95 0 26.6 1 0 0.11 0 0.11 0 0.4089 27.4 0.0 0.0 Rubber-check *** 119-I 120 2.95 2 0 26.6 1 1.049 1 0 1 120 0.2194 27.5 0.4 0.2 120 121-O 2 1.55 5 31.6 1 0.995 1x(coupling)=1.17 0.4 1.17 1.56 150 0.2584 28.2 0.2 0.4 121-O 121-I 1.55 1.45 0 31.6 1 0 0.1 0 0.1 0 0 28.8 0.0 0 GATE VALVE *** 121-I 124-O 1.45 -1.5 0 31.6 1.5 1.598 1x(coupling)=1.46 2x(BM.90)=16 50.23 17.46 67.68 150 0.0257 28.8 1.3 1.7 124-O 124-I -1.5 -1.5 0 31.6 1 0 0.11 0 0.11 0 39.5065 31.8 0 4.1 METER-NFPA *** 124-I AN1 -1.5 -1.5 0 31.6 1 0.995 1x(fm.Angle)=14.01 1 14.01 15.01 150 0.2584 36 0 3.9 AN1 126 -1.5 2 0 31.6 1 0.995 1x(us.Tee-Br)=5.84 1x(us.90)=2.33 18.5 8.17 26.67 150 0.2584 39.8 -1.5 6.9 126 W 2 2 0 31.6 4 4.11 1 0 1 150 0.0003 45.2 0 0 W 45.2 Date 8/11/2020 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Hydraulic CalculationsJob : MARKS RESIDENCE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 2Path No: 1 006 13.33 10.5 4.9 13.6 13.6 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 5.13 15 20.13 150 0.0332 7.7 1.2 0.7 006 050 10.5 10.5 -0.9 12.7 1 1.101 20x(BM.Tee-Run)=20 4x(BM.Tee-Br)=20 14x(BM.90)=70 188.81 110 298.81 150 0.0291 9.6 0 8.7 050 18.3 3Path No: H101 120 2 2 5 5 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.0085 28.1 0 0.1 120 28.2 4Path No: 006 005 10.5 10.5 0 0.9 1 1.101 1x(BM.Tee-Br)=5 1.49 5 6.49 150 0.0002 9.6 0 0 005 9.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 13.03 ft/s occurs in the following pipe(s): (121-O-120), (AN1-124-I), (126-AN1) Date 8/11/2020 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 2 GUEST LIVING RESIDENTIAL 0.051 768 256 3 0 5 44 65.7 Wet 29.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 07/13/2020 W 3 HEAD CALC Project Name : MARKS RESIDENCE Contract No. : Project Location: 52845 CLARET COVE City: LA QUINTA, CA Date: 7/17/2020 Name of Contractor: DESERT FIRE Address: 558 E INDUSTRIAL PLACE Phone Number: 760-322-0995 Name of Designer: BJ Authority Having Jurisdiction: City: PALM SPRINGS, CA E-mail: Job Information Contractor Information Notes Date 8/11/2020 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 8/11/2020 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W Flow (gpm)Pressure (psi) 0 74 100 73 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W 74 73 100 73.8 44 65.7 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 5 0 0 5 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 39 0 0 39 Required Margin of Safety (%) W - Pressure (psi) W - Flow (gpm) Demand w/o System Pump(s) 10 65.7 44 N/A Sprinklers Other Date 8/11/2020 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 2 Date 8/11/2020 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) Values Description 0S1 74Supply point #1 - Static 100S2 73Supply point #2 - Residual 0D1 3.5Elevation Pressure 44D2 65.7System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 47Supply73.8 8.1 44 44.2Supply; Safety Pressure 66.4 0.7 44 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type 3 4.9 0.05 12.8 7 0.051 713256Overhead Sprinkler 4 4.9 0.05 12.8 7 0.051 713256Overhead Sprinkler 5 4.9 0.05 12.8 7 0.051 7.113.1256Overhead Sprinkler Date 8/11/2020 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Job : MARKS RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 4 10 Overhead Sprinkler HEAD 4.9 Open 13 0.2 256 0.051 7 -3.5 7 12.8 3 10 Overhead Sprinkler HEAD 4.9 Open 13 0.2 256 0.051 7 -3.5 7 12.8 5 10 Overhead Sprinkler HEAD 4.9 Open 13.1 0.3 256 0.051 7.1 -3.5 7 12.8 110 10.5 Node NODE 6.9 -3.7 111 10.5 Node NODE 7 -3.7 109 10.5 Node NODE 7.1 -3.7 107 10.5 Node NODE 9.4 -3.7 059 10.5 Node NODE 15.7 -3.7 005 10.5 Node NODE 18 -3.7 050 10.5 Node NODE 21.2 -3.7 117 10.5 Node NODE 23 -3.7 118-O 7.05 Node NODE 26.5 -2.2 118-I 6.95 Node NODE 29.5 -2.1 119-O 3.05 Node NODE 33.4 -0.5 119-I 2.95 Node NODE 33.6 -0.4 H101 2 Inside Hose HOSE 5 34.4 0 5 120 2 Node NODE 34.4 0 121-O 1.55 Node NODE 35.4 0.2 121-I 1.45 Node NODE 35.4 0.2 124-O -1.5 Node NODE 39.9 1.5 124-I -1.5 Node NODE 47.3 1.5 AN1 -1.5 Forced Node FNODE 54.5 1.5 126 2 Node NODE 65.7 0 W 2 Supply SUPPLY -44 65.7 0 Date 8/11/2020 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Hydraulic CalculationsJob : MARKS RESIDENCE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: 4 110 10 10.5 4.9 13 13 1 1.101 1x(BM.Tee-Br)=5 0.5 5 5.5 150 0.0303 7 -0.2 0.2 110 109 10.5 10.5 -1.7 11.2 1 1.101 1x(BM.Tee-Run)=1 3.61 1 4.61 150 0.0232 6.9 0 0.1 109 107 10.5 10.5 13.1 24.3 1 1.101 2x(BM.Tee-Br)=10 13.81 10 23.81 150 0.097 7.1 0 2.3 107 059 10.5 10.5 14.7 39 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 21.29 6 27.29 150 0.2332 9.4 0 6.4 059 050 10.5 10.5 -7.3 31.7 1 1.101 3x(BM.Tee-Run)=3 1x(BM.90)=5 26.52 8 34.52 150 0.1588 15.7 0 5.5 050 117 10.5 10.5 7.3 39 1 1.101 1x(us.90)=3.82 3.9 3.82 7.72 150 0.2332 21.2 0 1.8 117 118-O 10.5 7.05 0 39 1 1.049 1x(coupling)=1 3.4 1 4.39 120 0.4463 23 1.5 2 118-O 118-I 7.05 6.95 0 39 1 0 0.1 0 0.1 0 28.5714 26.5 0.0 3 Potter Flow *** 118-I 119-O 6.95 3.05 0 39 1 1.049 1x(coupling)=1 3.89 1 4.89 120 0.4463 29.5 1.7 2.2 119-O 119-I 3.05 2.95 0 39 1 0 0.11 0 0.11 0 1.3373 33.4 0.0 0.1 Rubber-check *** 119-I 120 2.95 2 0 39 1 1.049 1 0 1 120 0.4463 33.6 0.4 0.4 120 121-O 2 1.55 5 44 1 0.995 1x(coupling)=1.17 0.4 1.17 1.56 150 0.4775 34.4 0.2 0.7 121-O 121-I 1.55 1.45 0 44 1 0 0.1 0 0.1 0 0 35.4 0.0 0 GATE VALVE *** 121-I 124-O 1.45 -1.5 0 44 1.5 1.598 1x(coupling)=1.46 2x(BM.90)=16 50.23 17.46 67.68 150 0.0475 35.4 1.3 3.2 124-O 124-I -1.5 -1.5 0 44 1 0 0.11 0 0.11 0 70.7 39.9 0 7.4 METER-NFPA *** 124-I AN1 -1.5 -1.5 0 44 1 0.995 1x(fm.Angle)=14.01 1 14.01 15.01 150 0.4775 47.3 0 7.2 Date 8/11/2020 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Hydraulic CalculationsJob : MARKS RESIDENCE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: AN1 126 -1.5 2 0 44 1 0.995 1x(us.Tee-Br)=5.84 1x(us.90)=2.33 18.5 8.17 26.67 150 0.4775 54.5 -1.5 12.7 126 W 2 2 0 44 4 4.11 1 0 1 150 0.0005 65.7 0 0 W 65.7 2Path No: 3 111 10 10.5 4.9 13 13 1 1.101 1x(BM.Tee-Br)=5 0.5 5 5.5 150 0.0304 7 -0.2 0.2 111 107 10.5 10.5 1.7 14.7 1 1.101 3x(BM.Tee-Br)=15 3x(BM.Tee-Run)=3 1x(BM.90)=5 39.89 23 62.89 150 0.0384 7 0 2.4 107 9.4 3Path No: 5 109 10 10.5 4.9 13.1 13.1 1 1.101 1x(BM.Tee-Br)=5 0.5 5 5.5 150 0.0308 7.1 -0.2 0.2 109 7.1 4Path No: H101 120 2 2 5 5 1 0.995 1x(us.Tee-Br)=5.84 1 5.84 6.84 150 0.0085 34.4 0 0.1 120 34.4 5Path No: 110 111 10.5 10.5 0 1.7 1 1.101 1x(BM.Tee-Run)=1 3.64 1 4.64 150 0.0007 6.9 0 0 111 7 6Path No: 059 005 10.5 10.5 0 7.3 1 1.101 17x(BM.Tee-Run)=17 2x(BM.Tee-Br)=10 11x(BM.90)=55 138.97 82 220.97 150 0.0105 15.7 0 2.3 005 050 10.5 10.5 0 7.3 1 1.101 21x(BM.Tee-Run)=21 4x(BM.Tee-Br)=20 14x(BM.90)=70 190.3 111 301.3 150 0.0105 18 0 3.2 050 21.2 Date 8/11/2020 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Hydraulic CalculationsJob : MARKS RESIDENCE PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 18.15 ft/s occurs in the following pipe(s): (121-O-120), (AN1-124-I), (126-AN1) Date 8/11/2020 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg Device GraphsJob : MARKS RESIDENCE Date 8/11/2020 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Public\20-DESERT\MARKS RESIDENCE\MARKS-RESIDENCE-FIREV1.dwg OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 10, 2020 Desert Fire 558 E. Industrial Place Palm Springs, CA 92262 Re: Residential Fire Sprinkler Plan Review – MARKS RESIDENCE FSS2020-0098 / 52845 CLARET COVE, 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 REQUIRE CORRECTIONS. 1) Ceiling pockets with a volume greater than 100 cubic feet require a fire sprinkler head placed in the pocket – NFPA 13D Section 8.3.7 2) All areas of the residence shall comply with design requirements of NFPA 13D Section 10.2.1. a. The heads located in GUEST LIVING are shown to be located in the pockets created by the beams, rather than in the beams. This does not comply. b. Option to keep head location as proposed with the provision of a separate 3-head calculation for this area. NFPA 13D Section 10.2.4 3) Email chain from CVWD identifying the water supply static pressure is generic and not specific to the address. Documentation to this address’ water supply information shall be provided. 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org August 20, 2020 Desert Fire 558 E. Industrial Place Palm Springs, CA 92262 Re: Residential Fire Sprinkler Plan Review – MARKS RESIDENCE FSS2020-0098 / 52845 CLARET COVE, 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: 52845 CLARET COVE PERMIT#: FSS2020-0098 DATE ISSUED: 8/20/2020 DESCRIPTION: MARKS RESIDENCE CONTRACTOR: DESERT 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.