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FSS2019-0065
ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KAYLI ALFORD 5/21/2020 5/21/2020 RECEIVED EXTENSION REQUEST FROM CONTRACTOR. INFORMED THEM WE WILL NEED AN EXTENSION REQUEST LETTER, APPROVAL FROM FSS HETRICK AND EXTENSION FEE PAID. OK TO EXTEND PER KOHL, EXTENSION REQUEST RECEIVED. FEES PAID, EXTENDED PERMIT BY 6 MOS NOTE KAYLI ALFORD 5/21/2020 5/21/2020 EXTENDED PERMIT TO 5/22/20 SO CONTRACTOR CAN PAY FEE ONLINE. CONDITIONS Description: WALLACE RESIDENCE / BRES2018-0255 / FIRE SPRINKLER Type: FIRE SPRINKLER Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 5/17/2019 KPI Parcel No: 767690002 Site Address: 81303 COLUMBUS WY LA QUIINTA,CA 92253 Approved: 6/3/2019 EGO Subdivision: TR 33076-2 Block: Lot: 10 Issued: 6/21/2019 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/26/2020 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Thursday, January 12, 2023 2:43:45 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0065 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 JD@JDMECHANICAL.C O BILL TO J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 JD@JDMECHANICAL.C O CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 JD@JDMECHANICAL.C O OWNER JASON. J. WALLACE 81303 LA QUINTA CA 0 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $161.00 $161.00 5/21/20 WEB5240 CREDIT J D MECHANICAL FIRE INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $160.00 $160.00 5/17/19 R49230 1563 CHECK J D MECHANICAL FIRE INC KPI FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $240.00 $240.00 5/17/19 R49230 1563 CHECK J D MECHANICAL FIRE INC KPI FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 5/21/20 WEB5240 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for FIRE FEES: $601.25 $601.25 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 5/17/19 R49230 1563 CHECK J D MECHANICAL FIRE INC KPI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 5/17/19 R49230 1563 CHECK J D MECHANICAL FIRE INC KPI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$616.25 $616.25 Printed: Thursday, January 12, 2023 2:43:45 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0065 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/3/2019 EDGAR GONZALEZ FSS2019-0065 - WALLACE RESIDENCE - 81-303 COLUMBUS WY - FIRE SPRINKLER (COA).docx FSS2019-0065 - WALLACE RESIDENCE - 81-303 COLUMBUS WY - FIRE SPRINKLER (COA).docx 1 DOC 1/10/2022 JULIA AGGREH Domestic Water System Flow Analysis 1st.pdf Domestic Water System Flow Analysis 1st.pdf 0 DOC 1/10/2022 JULIA AGGREH Domestic Water System Flow Analysis.pdf Domestic Water System Flow Analysis.pdf 0 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 9/10/2019 9/10/2019 APPROVED FIRE FINAL**KHET 5/26/2020 5/26/2020 APPROVED REMOTE VIDEO INSPECTION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) KAYLI ALFORD 5/17/2019 5/20/2019 5/17/2019 COMPLETE 1ST FIRE (2 WK)EDGAR GONZALEZ 5/17/2019 6/3/2019 6/3/2019 APPROVED- CONDITIONS SEE ATTACHED CONDITIONS LETTER. 2ND FIRE (1 DAY)KOHL HETRICK 10/1/2019 10/2/2019 10/1/2019 APPROVED AS-BUILTS SEE DOCUMENTS IN ATTACHMENTS PARENT PROJECTS Printed: Thursday, January 12, 2023 2:43:45 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0065 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/10/2022 JULIA AGGREH Fire Flow Analysis Drawing 1st.pdf Fire Flow Analysis Drawing 1st.pdf 0 DOC 1/10/2022 JULIA AGGREH Fire Review Application Paid_5 17 2019.pdf Fire Review Application Paid_5 17 2019.pdf 0 DOC 1/10/2022 JULIA AGGREH General Project Data Reports and Sprinkler Specs.pdf General Project Data Reports and Sprinkler Specs.pdf 0 DOC 1/10/2022 JULIA AGGREH Res Fire Sprinkler Plan Review_Wallace Res.pdf Res Fire Sprinkler Plan Review_Wallace Res.pdf 0 DOC 1/10/2022 JULIA AGGREH Residential Connection Charge Estimate.pdf Residential Connection Charge Estimate.pdf 0 DOC 1/10/2022 JULIA AGGREH FSS2019-0065 PLAN 1st.pdf FSS2019-0065 PLAN 1st.pdf 0 DOC 5/21/2020 KAYLI ALFORD EXTENSION REQUEST FSS2019-0065.pdf EXTENSION REQUEST FSS2019-0065.pdf 0 DOC 10/1/2019 KOHL HETRICK FSS2019-0065 - AREA 1 RECALC .pdf FSS2019-0065 - AREA 1 RECALC .pdf 1 DOC 10/1/2019 KOHL HETRICK FSS2019-0065 - AREA 2 RECALC.pdf FSS2019-0065 - AREA 2 RECALC.pdf 1 DOC 10/1/2019 KOHL HETRICK FSS2019-0065 - AS- BUILTS - PLANS.pdf FSS2019-0065 - AS- BUILTS - PLANS.pdf 1 IMAGE 9/10/2019 KOHL HETRICK Redlines at Rough 2.JPG Redlines at Rough 2.JPG 0 IMAGE 9/10/2019 KOHL HETRICK Redlines at Rough 1.JPG Redlines at Rough 1.JPG 0 Printed: Thursday, January 12, 2023 2:43:45 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2019-0065 = 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 JD MECHANICAL FIRE INCHEAT-ZONE11'-3"1'-1"5'6'2'-7"6'-7"6'-7"9"5'-7"4'-4"4'-11"3'-3"6'-4"6'-4"4'-10"11'-1"4'-10"3'-4"5'-3"4'-2"4'-9"11'-4"11'-10"1'-3"12'12' 1'-3"11'-9"5'-6"3'-6"7'-7"2'-10"4' 7'-5" 21'-3"4'-3"6'-5"5'-7"3'-3"1'-7"6'-3"4'-8" 5'-4" 2'-5"3'-2"8'-3"2'-3"5'-10"2'-10"6'-4"8'4'-9"3'-4"3'-4"9'-11"4'-2"12'-8"6'-5"2'-2"6'-8"11"13'-10"9'-10"4'-2"1'-3"11'6'-10"5'-7"4'-11"2'-10" 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"5'-7"6'-11"6'-1"9'4'-9"6'-3"13'-3"5'-9"3'-3"9'8'-10"2'-8"11'2'-2"3'-2"1'-3"1'-1"7'-5"9'-11" 5'-5"7'-7"9'-5"3'-7"5'-5"7'-7"13'5'-5"7'-7"2'-1"2'15'-11"2'-8"1'5'-5"10'-2"8"1'-6"4'10'-10"6'-7"3'-4"9'-7"1'-6"7'-4"10'-2"1'-6" 4'-2"2'-2"2'-5"3'-6"4'-4"1'-6"5'-7"1'-4"5'-5"6'-8"11"4'-2"1'-10"5'-5"11'-2"3'-1" 11'-3"3'3'-9"15'-6"3'-9" 3'-9"15'-6"2'1'-5"3'-9"3'-5"10"3'-10" 11'-3"8'-9"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" 10'-9" 1"APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:countyfire10/01/2019 12:28:38 PMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.Kohl HetrickDigitally signed by Kohl HetrickDN: C=US, E=kohl.hetrick@fire.ca.gov, O=Riverside County Fire Department, OU=La Quinta Office of the Fire Marshal, CN=Kohl HetrickLocation: 78495 Calle Tampico, La Quinta, 92253Reason: I have reviewed this documentContact Info: 760-777-7074Date: 2019.07.23 08:23:01-07'00'FSS2019-0065 HEAT-ZONE7'2'6'-4"3'9'-3"2'-2"6'-8"2'-4"13'-7"1'-8"12'-2"10'3'-2"9'-2"8'-10"4'-11"7'-1"2'-2"5'9'-2"4'-1"11'-3"4'-9"7'-11" 3'2'-1"3'-4" 1" 1"1"1"1"1"1"1"1"1"1"= 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 SCALEJD MECHANICAL FIRE INCSPRINKLERCIELINGPIPINGCPVCINSULATIONSOFT STRAPSINGLE HOLEBOTTOM CHORD OF TRUSS Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace Scottsdale, AZ 85260 Page 1 General Project Data Report General Data Project Title:Wallace Project File Name:Wallace..fiw Designed By:Chad Ryan Date:September 18, 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:AREA 1 Building Owner: Contact at Building:Phone at Building: Address Of Building:81303 Columbus Way City, State Zip Code: Project Data Description Of Hazard:Residential Sprinkler System Type:Wet Design Area Of Water Application:324 ft²Maximum Area Per Sprinkler:324 ft² Default Sprinkler K-Factor:0.00 K Default Pipe Material: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:TYCO Model:3596 Size:7/16 Temperature Rating:160 F Water Supply Test Data Source Of Information:CVWD Test Hydrant ID:Date Of Test:8/13/18 Hydrant Elevation:0 ft Static Pressure:76.41 psi Test Flow Rate:2750.00 gpm Test Residual Pressure:68.46 psi Calculated System Flow Rate:22.01 gpm Calculated Inflow Residual Pressure:44.25 psi Available Residual Pressure At System Flow:76.41 psi Calculation Project Data Calculation Mode:Demand HMD Minimum Residual Pressure:12.05 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:24 Number Of Active Pipes:25 Number Of Inactive Pipes:25 Number Of Active Sprinklers:1 Number Of Inactive Sprinklers:0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace 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) 1 4.90 10.00 17.01 12.05 0.75 17.01 0.15529 0.50 0.544 2 0.00 10.50 0.00 12.38 0.874 17.01 T 3.00 -0.217 CPVC 150 9.10 0 3.50 0.327 4 0.00 11.50 0.00 15.64 0.75 0.00 0.00000 2.60 0.000 21 0.00 11.50 0.00 15.64 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.60 0.000 6 0.00 11.50 0.00 16.82 0.75 0.00 0.00000 11.25 0.000 22 0.00 11.50 0.00 16.82 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 14.25 0.000 2 0.00 10.50 0.00 12.38 0.75 0.00 0.15529 8.80 3.696 21 0.00 11.50 0.00 15.64 0.874 17.01 F2E 15.00 -0.433 CPVC 150 9.10 0 23.80 3.263 21 0.00 11.50 0.00 15.64 0.75 17.01 0.15529 6.60 1.180 22 0.00 11.50 0.00 16.82 0.874 17.01 F 1.00 0.000 CPVC 150 9.10 0 7.60 1.180 22 0.00 11.50 0.00 16.82 0.75 17.01 0.15529 23.50 7.221 24 0.00 10.50 0.00 24.47 0.874 17.01 3F2E2T 23.00 0.433 CPVC 150 9.10 0 46.50 7.654 24 0.00 10.50 0.00 24.47 1.00 8.60 0.01428 73.00 1.828 26 0.00 12.50 0.00 25.44 1.101 8.60 8F6ET 55.00 -0.866 CPVC 150 2.90 0 128.00 0.962 24 0.00 10.50 0.00 24.47 1.00 8.41 0.01371 83.00 1.768 28 0.00 10.50 0.00 26.24 1.101 8.41 13F4ET 46.00 0.000 CPVC 150 2.83 0 129.00 1.768 30 0.00 9.50 0.00 28.19 1.00 5.29 0.00581 1.50 0.038 32 0.00 9.50 0.00 28.16 1.101 5.29 T 5.00 0.000 CPVC 150 1.78 0 6.50 0.038 26 0.00 12.50 0.00 25.44 1.00 0.00 0.01428 55.50 1.421 32 0.00 9.50 0.00 28.16 1.101 8.60 6F4E2T 44.00 1.299 CPVC 150 2.90 0 99.50 2.720 30 0.00 9.50 0.00 28.19 1.00 0.00 0.00581 12.50 0.113 34 0.00 22.00 0.00 22.89 1.101 5.29 E 7.00 -5.413 CPVC 150 1.78 0 19.50 -5.299 34 0.00 22.00 0.00 22.89 1.00 0.00 0.00581 65.30 0.537 36 0.00 22.00 0.00 23.43 1.101 5.29 8F2ET 27.00 0.000 CPVC 150 1.78 0 92.30 0.537 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace 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 10.50 0.00 26.24 1.00 0.00 0.01371 67.50 1.624 38 0.00 9.50 0.00 28.30 1.101 8.41 4F6ET 51.00 0.433 CPVC 150 2.83 0 118.50 2.057 32 0.00 9.50 0.00 28.16 1.00 3.31 0.00244 39.00 0.144 38 0.00 9.50 0.00 28.30 1.101 3.31 6F2E 20.00 0.000 CPVC 150 1.11 0 59.00 0.144 36 0.00 22.00 0.00 23.43 1.00 0.00 0.00581 12.50 0.102 40 0.00 9.50 0.00 28.95 1.101 5.29 T 5.00 5.413 CPVC 150 1.78 0 17.50 5.514 38 0.00 9.50 0.00 28.30 1.00 0.00 0.02532 19.50 0.646 40 0.00 9.50 0.00 28.95 1.101 11.72 FT 6.00 0.000 CPVC 150 3.95 0 25.50 0.646 40 0.00 9.50 0.00 28.95 1.00 0.00 0.05044 7.50 0.631 42 0.00 9.50 0.00 29.58 1.101 17.01 T 5.00 0.000 CPVC 150 5.73 0 12.50 0.631 42 0.00 9.50 0.00 29.58 1.00 0.00 0.05044 7.00 1.110 75 0.00 9.50 0.00 30.69 1.101 17.01 F2E 15.00 0.000 CPVC 150 5.73 0 22.00 1.110 75 0.00 9.50 0.00 30.69 1.00 0.00 0.05044 4.50 0.378 100 0.00 5.00 0.00 33.01 1.101 17.01 3F 3.00 1.949 CPVC 150 5.73 0 7.50 2.327 100 FS 5.00 33.01 17.01 110 3.00 psi 5.00 36.02 110 0.00 5.00 0.00 36.02 1.00 0.00 0.07146 6.00 1.286 120 0.00 0.00 5.00 39.47 1.025 17.01 ETC 12.00 2.165 TYPE L COPPER TUBE 150 6.61 0 18.00 3.451 120 0.00 0.00 5.00 39.47 1.25 5.00 0.04132 5.00 0.583 130 0.00 -3.00 0.00 41.35 1.265 22.01 3EG 9.10 1.299 TYPE L COPPER TUBE 150 5.62 0 14.10 1.882 130 0.00 -3.00 0.00 41.35 2.00 0.00 0.00710 50.00 0.675 140 0.00 -2.00 0.00 41.60 1.816 22.01 5E 45.00 -0.433 HDPE 150 2.73 0 95.00 0.242 140 Meter -2.00 41.60 22.01 150 1.00 psi -2.00 42.60 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace 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) 150 0.00 -2.00 0.00 42.60 1.50 0.00 0.01773 20.00 0.782 160 0.00 -4.00 0.00 44.25 1.505 22.01 B 24.10 0.866 TYPE L COPPER TUBE 150 3.97 0 44.10 1.648 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 Wallace Scottsdale, AZ 85260 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:1 HMD Actual Residual Pressure:12.05 psi HMD Actual GPM:17.01 gpm Sprinkler Summary Sprinkler System Type:Wet Specified Area Of Application:324.00 ft² Minimum Desired Density:0.050 gpm/ft² Application Average Density:0.052 gpm/ft² Application Average Area Per Sprinkler:324.00 ft² Sprinkler Flow:17.01 gpm Average Sprinkler Flow:17.01 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 21 - 22 )9.10 ft/sec Maximum Velocity Pressure ( In Pipe 21 - 22 )0.56 psi Allowable Maximum Nodal Pressure Imbalance:0.0100 psi Actual Maximum Nodal Pressure Imbalance:0.0000 psi Actual Average Nodal Pressure Imbalance:0.0000 psi Actual Maximum Nodal Flow Imbalance:-0.0002 gpm Actual Average Nodal Flow Imbalance:0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections:25 Number Of Flowing Sprinklers:1 Pipe System Water Volume:25.89 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:44.25 psi Demand Flow At System Inflow Node:22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace Scottsdale, AZ 85260 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 76 68 67 0 10 20 30 40 50 60 70 80 90 100 3 6 9 12 15 18 21 24 27 30 Supply Curve Data Static Pressure: 76.41 psi Test Residual Pressure: 68.46 psi Test Flow Rate: 2750 gpm Demand Curve Data Calculated Residual Pressure: 44.25 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 32.16 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace Scottsdale, AZ 85260 Page 1 General Project Data Report General Data Project Title:Wallace Project File Name:Wallace..fiw Designed By:Chad Ryan Date:September 18, 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:AREA 2 Building Owner: Contact at Building:Phone at Building: Address Of Building:81303 Columbus Way 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: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:TYCO Model:3596 Size:7/16 Temperature Rating:160 F Water Supply Test Data Source Of Information:CVWD Test Hydrant ID:Date Of Test:8/13/18 Hydrant Elevation:0 ft Static Pressure:76.41 psi Test Flow Rate:2750.00 gpm Test Residual Pressure:68.46 psi Calculated System Flow Rate:31.72 gpm Calculated Inflow Residual Pressure:61.26 psi Available Residual Pressure At System Flow:76.41 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:25 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 Wallace 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) 1 4.90 10.00 13.01 7.05 0.75 13.01 0.09458 0.50 0.331 2 0.00 10.50 0.00 7.16 0.874 13.01 T 3.00 -0.217 CPVC 150 6.96 0 3.50 0.115 3 4.90 11.00 13.71 7.83 0.75 13.71 0.10426 0.50 0.782 4 0.00 11.50 0.00 8.40 0.874 13.71 E 7.00 -0.217 CPVC 150 7.33 0 7.50 0.565 6 0.00 11.50 0.00 11.71 0.75 0.01 0.00000 11.25 0.000 22 0.00 11.50 0.00 11.71 0.874 0.01 T 3.00 0.000 CPVC 150 0.00 0 14.25 0.000 2 0.00 10.50 0.00 7.16 0.75 0.00 0.09458 8.80 2.251 21 0.00 11.50 0.00 8.98 0.874 13.01 F2E 15.00 -0.433 CPVC 150 6.96 0 23.80 1.818 4 0.00 11.50 0.00 8.40 0.75 0.00 0.10426 2.60 0.584 21 0.00 11.50 0.00 8.98 0.874 13.71 T 3.00 0.000 CPVC 150 7.33 0 5.60 0.584 21 0.00 11.50 0.00 8.98 0.75 0.00 0.35825 6.60 2.723 22 0.00 11.50 0.00 11.71 0.874 26.72 F 1.00 0.000 CPVC 150 14.29 0 7.60 2.723 22 0.00 11.50 0.00 11.71 0.75 26.72 0.35825 23.50 16.659 24 0.00 10.50 0.00 28.80 0.874 26.72 3F2E2T 23.00 0.433 CPVC 150 14.29 0 46.50 17.092 24 0.00 10.50 0.00 28.80 1.00 13.51 0.03294 73.00 4.216 26 0.00 12.50 0.00 32.15 1.101 13.51 8F6ET 55.00 -0.866 CPVC 150 4.55 0 128.00 3.350 24 0.00 10.50 0.00 28.80 1.00 13.21 0.03162 83.00 4.079 28 0.00 10.50 0.00 32.88 1.101 13.21 13F4ET 46.00 0.000 CPVC 150 4.45 0 129.00 4.079 30 0.00 9.50 0.00 36.81 1.00 8.31 0.01341 1.50 0.087 32 0.00 9.50 0.00 36.72 1.101 8.31 T 5.00 0.000 CPVC 150 2.80 0 6.50 0.087 26 0.00 12.50 0.00 32.15 1.00 0.00 0.03294 55.50 3.278 32 0.00 9.50 0.00 36.72 1.101 13.51 6F4E2T 44.00 1.299 CPVC 150 4.55 0 99.50 4.577 30 0.00 9.50 0.00 36.81 1.00 0.00 0.01341 12.50 0.262 34 0.00 22.00 0.00 31.66 1.101 8.31 E 7.00 -5.413 CPVC 150 2.80 0 19.50 -5.151 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace 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) 34 0.00 22.00 0.00 31.66 1.00 0.00 0.01341 65.30 1.238 36 0.00 22.00 0.00 32.90 1.101 8.31 8F2ET 27.00 0.000 CPVC 150 2.80 0 92.30 1.238 28 0.00 10.50 0.00 32.88 1.00 0.00 0.03162 67.50 3.747 38 0.00 9.50 0.00 37.06 1.101 13.21 4F6ET 51.00 0.433 CPVC 150 4.45 0 118.50 4.180 32 0.00 9.50 0.00 36.72 1.00 5.20 0.00563 39.00 0.332 38 0.00 9.50 0.00 37.06 1.101 5.20 6F2E 20.00 0.000 CPVC 150 1.75 0 59.00 0.332 36 0.00 22.00 0.00 32.90 1.00 0.00 0.01341 12.50 0.235 40 0.00 9.50 0.00 38.55 1.101 8.31 T 5.00 5.413 CPVC 150 2.80 0 17.50 5.647 38 0.00 9.50 0.00 37.06 1.00 0.00 0.05841 19.50 1.489 40 0.00 9.50 0.00 38.55 1.101 18.41 FT 6.00 0.000 CPVC 150 6.20 0 25.50 1.489 40 0.00 9.50 0.00 38.55 1.00 0.00 0.11637 7.50 1.455 42 0.00 9.50 0.00 40.00 1.101 26.72 T 5.00 0.000 CPVC 150 9.01 0 12.50 1.455 42 0.00 9.50 0.00 40.00 1.00 0.00 0.11637 7.00 2.560 75 0.00 9.50 0.00 42.56 1.101 26.72 F2E 15.00 0.000 CPVC 150 9.01 0 22.00 2.560 75 0.00 9.50 0.00 42.56 1.00 0.00 0.11637 4.50 0.873 100 0.00 5.00 0.00 45.38 1.101 26.72 3F 3.00 1.949 CPVC 150 9.01 0 7.50 2.821 100 FS 5.00 45.38 26.69 110 3.00 psi 5.00 48.38 110 0.00 5.00 0.00 48.38 1.00 0.00 0.16486 6.00 2.968 120 0.00 0.00 5.00 53.51 1.025 26.72 ETC 12.00 2.165 TYPE L COPPER TUBE 150 10.39 0 18.00 5.133 120 0.00 0.00 5.00 53.51 1.25 5.00 0.08128 5.00 1.146 130 0.00 -3.00 0.00 55.96 1.265 31.72 3EG 9.10 1.299 TYPE L COPPER TUBE 150 8.10 0 14.10 2.445 130 0.00 -3.00 0.00 55.96 2.00 0.00 0.01397 50.00 1.327 140 0.00 -2.00 0.00 56.85 1.816 31.72 5E 45.00 -0.433 HDPE 150 3.93 0 95.00 0.894 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace 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 56.85 31.71 150 2.00 psi -2.00 58.85 150 0.00 -2.00 0.00 58.85 1.50 0.00 0.03488 20.00 1.538 160 0.00 -4.00 0.00 61.26 1.505 31.72 B 24.10 0.866 TYPE L COPPER TUBE 150 5.72 0 44.10 2.404 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 Wallace Scottsdale, AZ 85260 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:1 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:26.72 gpm Average Sprinkler Flow:13.36 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 22 - 24 )14.29 ft/sec Maximum Velocity Pressure ( In Pipe 22 - 24 )1.37 psi Allowable Maximum Nodal Pressure Imbalance:0.0100 psi Actual Maximum Nodal Pressure Imbalance:0.0070 psi Actual Average Nodal Pressure Imbalance:0.0046 psi Actual Maximum Nodal Flow Imbalance:0.0321 gpm Actual Average Nodal Flow Imbalance:0.0045 gpm Overall Network Summary Number Of Unique Pipe Sections:26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.77 gal Sprinkler Flow:26.72 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:61.26 psi Demand Flow At System Inflow Node:31.72 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Wallace Scottsdale, AZ 85260 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 76 68 67 0 10 20 30 40 50 60 70 80 90 100 3 6 9 12 15 18 21 24 27 30 Supply Curve Data Static Pressure: 76.41 psi Test Residual Pressure: 68.46 psi Test Flow Rate: 2750 gpm Demand Curve Data Calculated Residual Pressure: 61.26 psi Calculated Flow Rate: 31.72 gpm Excess Available Residual Pressure At Calculated Flow: 15.15 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi 1 Kayli Alford From:Kathy <Kathy@jdmechanical.co> Sent:Thursday, May 21, 2020 3:32 PM To:Kayli Alford Subject:FSS2019-0065 ** EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. ** Can we please extend the above permit number. Thanks Kathy Sloan JD Mechanical Inc. JD Mechanical Fire Inc. 82579 Fleming Way, Suite D Indio, CA. 92201 Kathy@jdmechanical.co (760)775-6220