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FSS2019-0042
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (858)775-1032 JD@JDMECHANICAL.C O CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KAYLI ALFORD 3/5/2020 3/5/2020 CONTRACTOR REQUESTED FINAL INSPECTION, PERMIT EXPIRED AS OF DECEMBER 2019. INFORMED THEM WE WILL REQUIRE AN EXTENSION REQUEST LETTER AND THE EXTENSION FEE PRIOR TO FINAL. OK TO EXTEND PER KOHL. FEE & EXTENSION REQUEST LETTER RECEIVED. EXTENDED PERMIT 6 MOS FROM TODAY. PUBLIC COUNTER VISIT JACK LIMA 4/3/2019 4/3/2019 PERMIT ISSUED TO KATHY SLOAN CONDITIONS Description: MADISON CLUB / BRES2018-0006 / FIRE SPRINKLER Type: FIRE SPRINKLER Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 3/26/2019 KPI Parcel No: 767700010 Site Address: 53205 HUMBOLDT BLVD LA QUINTA,CA 92253 Approved: 4/15/2019 EGO Subdivision: TR 33076-2 Block: Lot: 58 Issued: 4/17/2019 JLIM Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/10/2020 crw Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Friday, January 20, 2023 12:04:34 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0042 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL BILL TO J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (858)775-1032 JD@JDMECHANICAL.C O CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (858)775-1032 JD@JDMECHANICAL.C O OWNER MCCLURE HOMES LLC 52765 CLARET COVE LA QUINTA CA 92253 (858)775-1032 INSPECTIONS 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 3/10/20 R60345 1815 CHECK J D MECHANICAL FIRE INC AMA FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $160.00 $160.00 3/26/19 R47003 1508 CHECK J D MECHANICAL FIRE INC AMA FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $240.00 $240.00 3/26/19 R47003 1508 CHECK J D MECHANICAL FIRE INC AMA FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 3/9/20 R60322 1807 CHECK J D MECHANICAL FIRE INC AHI Total Paid for FIRE FEES: $601.25 $601.25 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 3/26/19 R47003 1508 CHECK J D MECHANICAL FIRE INC AMA Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/26/19 R47003 1508 CHECK J D MECHANICAL FIRE INC AMA Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$616.25 $616.25 Printed: Friday, January 20, 2023 12:04:34 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0042 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/15/2019 EDGAR GONZALEZ FSS2019-0042 - MADISON LOT 58B - 53- 205 HUMBOLDT BLVD. - FIRE SPRINKLER (COA).docx FSS2019-0042 - MADISON LOT 58B - 53- 205 HUMBOLDT BLVD. - FIRE SPRINKLER (COA).docx 1 BOND INFORMATION SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING EGO 5/20/2019 6/13/2019 APPROVED OVERHEAD HYRO EGO 5/20/2019 6/13/2019 APPROVED FIRE FINAL**KHET 3/9/2020 3/9/2020 DISAPPROVE D RECEIVED AS-BUILTS AND REVISED CALCS (ATTACHMENTS) OBSERVED A 1-INCH RISER WHEN A 1.25" IS SHOWN ON PLANS. CONTRACTOR HAS ELECTED TO PERFORM A BUCKET TEST. FIRE FINAL**KHET 3/10/2020 3/10/2020 APPROVED WITH BUCKET TEST Observed bucket test providing 15 gpm at each design head while flowing 5 gpm at domestic spigot nearest riser.. Observed static pressure of 70 psi at riser. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) KAYLI PIERCE 3/26/2019 3/26/2019 3/26/2019 COMPLETE 1ST FIRE (2 WK)EDGAR GONZALEZ 3/26/2019 4/9/2019 4/15/2019 APPROVED SEE CONDITIONS LETTER. PARENT PROJECTS Printed: Friday, January 20, 2023 12:04:34 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0042 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/24/2019 EDGAR GONZALEZ FSS2019-0042 - MADISON CLUB LOT 58 - 53205 HUMBOLT BLVD. - FIRE SPRINKLER - FIELD CONDITIONS..pdf FSS2019-0042 - MADISON CLUB LOT 58 - 53205 HUMBOLT BLVD. - FIRE SPRINKLER - FIELD CONDITIONS..pdf 1 DOC 3/9/2020 KAYLI ALFORD Extension Request Letter FSS2019-0042.pdf Extension Request Letter FSS2019-0042.pdf 0 DOC 3/10/2020 KOHL HETRICK MADISON 58 AS BUILT.pdf MADISON 58 AS BUILT.pdf 0 DOC 3/10/2020 KOHL HETRICK 2 HEAD.pdf 2 HEAD.pdf 0 DOC 3/10/2020 KOHL HETRICK LIVING RM CALC.pdf LIVING RM CALC.pdf 0 Printed: Friday, January 20, 2023 12:04:34 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0042 = HYDRAULIC NODE POINTCPVC PIPEPIPE STRAPCPVC APPROVED NO SCALEPIPE STRAP DETAIL5/16 X 1, HEX HEAD TYPE SCREWSWOOD JOIST OR TRUSS CHORDWOOD JOIST OR TRUSS CHORD5/16 X 1, HEX HEAD TYPE SCREWSCPVC PIPETRAPEZE PIPE STRAP DETAILCPVC APPROVED PIPE STRAPNO SCALENAIL 2 x 4 BLOCK BETWEENCEILING JOIST OR TRUSS CHORDSWOOD JOIST OR TRUSS CHORD5/16 X 1, HEX HEAD TYPE SCREWSCPVC APPROVED SIDEWOOD JOIST OR TRUSS CHORDMOUNT PIPE STRAPCPVC PIPESIDE MOUNT PIPE STRAP DETAILNO SCALESPRINKLERCIELINGPIPINGCPVCINSULATIONSOFT STRAPSINGLE HOLEBOTTOM CHORD OF TRUSSHYDRAULIC NODE LOCATIONSSEE RISER DETAIL FOR SIZE &SYSTEM RISER 10'-0"10'-0"10'-0"JD MECHANICAL FIRE INC HEAT-ZONEHEAT-ZONE8'-10" 2'-5"12'-5"2'-5" 8'-10"3'-10"13'-7" 5'-2" 5'-3"1'-6"5'-3"8'-2"5'-2"2'-9"6'-3"10'-2"10'-10" 7"6'-8"11'-8" 13'-2"10'-4"10" 11'-3" 2'-7"6'-11"5'-4"8'-3"8'1'-3"1'-2"5'-4"8'-3"1'-3"1'-2"8'-6"8'-2"4'-10"1'-2" 8'-4" 5'-2"6'-9"3'-2" 10'-6"2'-3 "2'-11"10'-11"8'-7 "1'-11"2'8'-3"2'-4 "8'-10 "9'-5 "9'-11"1'-3"4'-10"1'-7 "3'-9"9'-9 "8'3'-9 "4'-3"4'-4 "4'-2 "4'-4"4'-5 "9'-9 "11'-9 "9'-4 "4'-5 "25'-11"9'-1 "2'5'-9 "2'-10"4'-2"5'-11"10'-4 "4'-7"7'-4"11'-4 "3'-8"7'-4"3'-8"4'-7"12'-11"8'-10"1'-10"4'-1"7"6'-8"4'-4"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1"1"1"1"SKYLIGHTSKYLIGHTSKYLIGHT2'-9"4'-3"7'4'9'-5"11'-8"4'9'-5"11'4'-4"9'-1"3'-9" 6'-3"10'-3 "1'-8"9'-3 "8'-6"2'-4"2'1"7'-9"4'-1"2'-5"4'-1"5'-2" 14' 12'-2"2'-1"6'-3"5'-6"8' 1" 1" 1"1"1"1"1"1"1"9"8'-4"3'-8 "5'-9"1'-11"6'-7"3'-7" 1'-5" 1'-2"5'-6"3'-9"5'-6"5'6'-10"7'-6"10"7'-3"1" 1" 1" 1" Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 1 General Project Data Report General Data Project Title:Madison 58 Project File Name:Madison 58..fiw Designed By:Chad Ryan Date:June 4, 2019 Code Reference:Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name:Phone: Address:City, State Zip Code: Company Name:Representative: Company Address:City And State: Phone: Building Name:LIVING Building Owner: Contact at Building:Phone at Building: Address Of Building:53-205 Humboldt Blvd City, State Zip Code: Project Data Description Of Hazard:Residential Sprinkler System Type:Wet Design Area Of Water Application:512 ft²Maximum Area Per Sprinkler:256 ft² Default Sprinkler K-Factor:0.00 K Default Pipe Material:BLAZEMASTER CPVC Inside Hose Stream Allowance:0.00 gpm Outside Hose Stream Allowance:5.00 gpm In Rack Sprinkler Allowance:0.00 gpm Sprinkler Specifications Make:SENJU Model:8464 Size:7/16 Temperature Rating:162 F Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation:0 ft Static Pressure:72.00 psi Test Flow Rate:1000.00 gpm Test Residual Pressure:64.80 psi Calculated System Flow Rate:31.42 gpm Calculated Inflow Residual Pressure:64.76 psi Available Residual Pressure At System Flow:71.99 psi Calculation Project Data Calculation Mode:Demand HMD Minimum Residual Pressure:7.05 psi Minimum Desired Flow Density:0.05 gpm/ft² Maximum Water Velocity:0.00 ft/s Maximum Frictional Loss / 100 feet:20.00 psi Number Of Active Nodes:26 Number Of Active Pipes:26 Number Of Inactive Pipes:24 Number Of Active Sprinklers:2 Number Of Inactive Sprinklers:0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 5 4.90 14.50 13.01 7.05 0.75 13.01 0.09456 0.50 0.709 6 0.00 15.00 0.00 7.54 0.874 13.01 E 7.00 -0.217 BLAZEMASTER CPVC 150 6.96 0 7.50 0.493 7 4.90 14.50 13.41 7.49 0.75 13.41 0.10003 0.50 0.750 8 0.00 15.00 0.00 8.02 0.874 13.41 E 7.00 -0.217 BLAZEMASTER CPVC 150 7.17 0 7.50 0.534 2 0.00 11.50 0.00 29.10 0.75 0.00 0.00000 8.80 0.000 22 0.00 11.50 0.00 29.10 0.874 0.00 T 3.00 0.000 BLAZEMASTER CPVC 150 0.00 0 11.80 0.000 4 0.00 11.50 0.00 29.10 0.75 0.00 0.00000 2.40 0.000 22 0.00 11.50 0.00 29.10 0.874 0.00 T 3.00 0.000 BLAZEMASTER CPVC 150 0.00 0 5.40 0.000 6 0.00 15.00 0.00 7.54 0.75 0.00 0.09456 9.50 1.182 23 0.00 15.00 0.00 8.72 0.874 13.01 T 3.00 0.000 BLAZEMASTER CPVC 150 6.96 0 12.50 1.182 8 0.00 15.00 0.00 8.02 0.75 0.00 0.10003 4.00 0.700 23 0.00 15.00 0.00 8.72 0.874 13.41 T 3.00 0.000 BLAZEMASTER CPVC 150 7.17 0 7.00 0.700 22 0.00 11.50 0.00 29.10 1.00 0.00 0.00000 23.80 0.000 24 0.00 10.50 0.00 29.53 1.101 0.00 4F2E 18.00 0.433 BLAZEMASTER CPVC 150 0.00 0 41.80 0.433 23 0.00 15.00 0.00 8.72 1.00 0.00 0.11392 56.30 12.110 25 0.00 10.50 0.00 22.78 1.101 26.42 5F5E2T 50.00 1.949 BLAZEMASTER CPVC 150 8.90 0 106.30 14.058 24 0.00 10.50 0.00 29.53 1.00 0.00 0.00000 24.25 0.000 26 0.00 10.50 0.00 29.53 1.101 0.00 4FT 9.00 0.000 BLAZEMASTER CPVC 150 0.00 0 33.25 0.000 26 0.00 10.50 0.00 29.53 1.00 12.60 0.02893 52.60 1.898 27 0.00 10.50 0.00 27.64 1.101 12.60 6FE 13.00 0.000 BLAZEMASTER CPVC 150 4.24 0 65.60 1.898 25 0.00 10.50 0.00 22.78 1.00 0.00 0.11392 27.60 4.853 27 0.00 10.50 0.00 27.64 1.101 26.42 3FET 15.00 0.000 BLAZEMASTER CPVC 150 8.90 0 42.60 4.853 26 0.00 10.50 0.00 29.53 1.00 0.00 0.02894 27.25 1.223 28 0.00 0.00 0.00 35.30 1.101 12.60 F2E 15.00 4.547 BLAZEMASTER CPVC 150 4.24 0 42.25 5.769 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 28 0.00 0.00 0.00 35.30 1.00 0.00 0.04100 18.00 1.250 30 0.00 0.00 0.00 36.55 1.025 12.60 5E 12.50 0.000 TYPE L COPPER TUBE 150 4.90 0 30.50 1.250 30 0.00 0.00 0.00 36.55 1.00 0.00 0.02894 44.00 1.765 32 0.00 10.50 0.00 33.77 1.101 12.60 5FET 17.00 -4.547 BLAZEMASTER CPVC 150 4.24 0 61.00 -2.781 27 0.00 10.50 0.00 27.64 1.00 13.82 0.03437 48.00 2.509 34 0.00 0.00 0.00 34.69 1.101 13.82 6F2ET 25.00 4.547 BLAZEMASTER CPVC 150 4.66 0 73.00 7.056 34 0.00 0.00 0.00 34.69 1.00 0.00 0.04869 46.00 2.849 36 0.00 0.00 0.00 37.54 1.025 13.82 5E 12.50 0.000 TYPE L COPPER TUBE 150 5.37 0 58.50 2.849 32 0.00 10.50 0.00 33.77 1.00 0.00 0.02894 63.25 2.236 38 0.00 10.50 0.00 36.01 1.101 12.60 9FT 14.00 0.000 BLAZEMASTER CPVC 150 4.24 0 77.25 2.236 36 0.00 0.00 0.00 37.54 1.00 0.00 0.03437 57.70 3.014 38 0.00 10.50 0.00 36.01 1.101 13.82 6F2E2T 30.00 -4.547 BLAZEMASTER CPVC 150 4.66 0 87.70 -1.532 38 0.00 10.50 0.00 36.01 1.00 0.00 0.11394 30.25 4.700 75 0.00 10.50 0.00 40.71 1.101 26.42 4FE 11.00 0.000 BLAZEMASTER CPVC 150 8.90 0 41.25 4.700 75 0.00 10.50 0.00 40.71 1.25 0.00 0.03611 4.50 0.379 100 0.00 5.00 0.00 43.47 1.394 26.42 3F 6.00 2.382 BLAZEMASTER CPVC 150 5.55 0 10.50 2.761 100 FS 5.00 43.47 26.40 110 3.00 psi 5.00 46.47 110 0.00 5.00 0.00 46.47 1.25 0.00 0.05794 6.00 1.159 120 0.00 0.00 5.00 49.79 1.265 26.42 ETC 14.00 2.165 TYPE L COPPER TUBE 150 6.74 0 20.00 3.324 120 0.00 0.00 5.00 49.79 1.25 5.00 0.07984 3.00 0.966 130 0.00 -2.00 0.00 51.63 1.265 31.42 3EG 9.10 0.866 TYPE L COPPER TUBE 150 8.02 0 12.10 1.832 130 0.00 -2.00 0.00 51.63 2.00 0.00 0.01373 80.00 1.345 140 0.00 -2.00 0.00 52.97 1.816 31.42 2E 18.00 0.000 HDPE 150 3.89 0 98.00 1.345 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 4 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 140 Meter -2.00 52.97 31.42 150 4.00 psi -2.00 56.98 150 0.00 -2.00 0.00 56.98 1.00 0.00 0.22243 18.00 6.918 160 0.00 -4.00 0.00 64.76 1.025 31.42 B 13.10 0.866 TYPE L COPPER TUBE 150 12.22 0 31.10 7.784 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:5 HMD Actual Residual Pressure:7.05 psi HMD Actual GPM:13.01 gpm Sprinkler Summary Sprinkler System Type:Wet Specified Area Of Application:512.00 ft² Minimum Desired Density:0.050 gpm/ft² Application Average Density:0.052 gpm/ft² Application Average Area Per Sprinkler:256.00 ft² Sprinkler Flow:26.42 gpm Average Sprinkler Flow:13.21 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 150 - 160 )12.22 ft/sec Maximum Velocity Pressure ( In Pipe 150 - 160 )1.00 psi Allowable Maximum Nodal Pressure Imbalance:0.0100 psi Actual Maximum Nodal Pressure Imbalance:0.0098 psi Actual Average Nodal Pressure Imbalance:0.0042 psi Actual Maximum Nodal Flow Imbalance:-0.0209 gpm Actual Average Nodal Flow Imbalance:0.0020 gpm Overall Network Summary Number Of Unique Pipe Sections:26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:26.43 gal Sprinkler Flow:26.42 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:64.76 psi Demand Flow At System Inflow Node:31.42 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 58 Scottsdale, AZ 85260 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 72 6565 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 72 psi Test Residual Pressure: 64.8 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 64.76 psi Calculated Flow Rate: 31.42 gpm Excess Available Residual Pressure At Calculated Flow: 7.23 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi