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FSS2021-0075ADDITIONAL 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 (760)775-6220 KATHY@JDMECHANIC AL.CO CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JULIA AGGREH 2/7/2022 2/7/2022 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 12/5/21 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND EXTENDED PERMIT TO 2/9/2022 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR FOR REVIEW AND APPROVAL. CONDITIONS Description: THORSON / FIRE SPRINKLERS / BRES2019-0538 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 4/8/2021 ECON Parcel No: 767690027 Site Address: 52559 MERIWETHER WY LA QUINTA,CA 92253 Approved: 4/26/2021 KHET Subdivision: TR 33076-2 Block: Lot: 35 Issued: 4/26/2021 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/28/2022 KHET Valuation: $20,115.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Tuesday, February 28, 2023 11:01:50 AM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0075 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO OWNER DAVID THORSON 224 W STAFFORD RD THOUSAND OAKS CA 92260 (760)775-6220 kathy@jdmechanical.c o 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 $167.00 $167.00 2/15/22 WEB10721 635418655 65 CREDIT 1020141 ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $167.00 $167.00 2/25/22 WEB10837 635609459 31 CREDIT 1020141 ECON FIRE FAILED OR ADDITIONAL RE- INSPECTION 101-0000-42421 0 $161.00 $161.00 6/7/21 WEB8440 CTA102014 1 TRUST ACCT J D MECHANICAL FIRE INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $242.00 $242.00 4/26/21 WEB8041 429268 CREDIT J D MECHANICAL FIRE INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 4/26/21 WEB8041 429268 CREDIT J D MECHANICAL FIRE INC ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 2/7/22 WEB10646 635259334 26 CREDIT 1020141 ECON Total Paid for FIRE FEES: $1,062.00 $1,062.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 4/26/21 WEB8041 429268 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 Printed: Tuesday, February 28, 2023 11:01:50 AM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0075 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 6/2/2021 6/2/2021 DISAPPROVE D need to confirm piping protection from jacketed wiring contact. wiring not finished. OVERHEAD ROUGH PIPING KHET 6/2/2021 6/2/2021 DISAPPROVE D need to confirm piping protection from jacketed wiring contact. wiring not finished. OVERHEAD ROUGH PIPING KHET 6/8/2021 6/8/2021 APPROVED OVERHEAD HYRO KHET 6/8/2021 6/8/2021 APPROVED FIRE FINAL**LIN 2/9/2022 2/9/2022 DISAPPROVE D Ceiling touch up @ heads in progress One head in bathroom near garage was canceled. Still shows in as builts. Approved by KHetrick. Square escuthcheons with round entry holes causing many to need mudding and repainting. Advised Shay, contractor, to reschedule after this is done. FIRE FINAL**LIN 2/17/2022 2/17/2022 DISAPPROVE D Ceiling touch up @ heads in progress 021722- Reinspection conducted. First floor ceiling has been painted and no further touch up is in progress. Second floor is still in progress for ceiling patching and painting. Reinspection to be scheduled. FIRE FINAL**KHET 2/28/2022 2/28/2022 APPROVED REVIEWS 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 4/26/21 WEB8041 429268 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,077.00 $1,077.00 Printed: Tuesday, February 28, 2023 11:01:50 AM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0075 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/8/2021 EtrakitContractor 1ST SUBMITTAL CVWD Scan_0098.pdf 1 DOC 4/8/2021 EtrakitContractor 1ST SUBMITTAL APPLICATION Scan_0099.pdf 1 DOC 4/12/2021 EtrakitContractor THORSON FS PLAN_1.pdf 1 DOC 4/12/2021 EtrakitContractor 8464 Senju Concealed 4.9.pdf t_1.pdf 1 DOC 4/12/2021 EtrakitContractor AREA 1.pdf t_1.pdf 1 DOC 4/12/2021 EtrakitContractor AREA 2.pdf t_1.pdf 1 DOC 4/12/2021 EtrakitContractor AREA 3.pdf t_1.pdf 1 DOC 6/12/2021 EtrakitContractor THORSON AS BUILT.pdf 1 DOC 6/12/2021 EtrakitContractor AREA 1.pdf Thorson.pdf 1 DOC 6/12/2021 EtrakitContractor AREA 2.pdf Thorson.pdf 1 DOC 6/12/2021 EtrakitContractor AREA 3.pdf Thorson.pdf 1 DOC 2/25/2022 Etrakit Contractor Scan_0167.pdf 1 DOC 2/7/2022 JULIA AGGREH FSS2021-0075 Extension Request .pdf FSS2021-0075 .pdf 0 DOC 4/26/2021 KOHL HETRICK FSS2021-0075 - APPROVED PLANS AND CALCS.pdf FSS2021-0075 - APPROVED PLANS AND CALCS.pdf 1 BOND INFORMATION REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2 WK)KOHL HETRICK 4/8/2021 4/22/2021 4/26/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 4/8/2021 4/9/2021 4/9/2021 COMPLETE Printed: Tuesday, February 28, 2023 11:01:50 AM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0075 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/26/2021 KOHL HETRICK FSS2021-0075 - COA AND JOB CARD.pdf FSS2021-0075 - COA AND JOB CARD.pdf 1 DOC 2/9/2022 LUCERO INIGUEZ FSS2021-0075 THORSON - 52559 MERIWETHER WY - CORRECTIONS 020922.pdf FSS2021-0075 THORSON - 52559 MERIWETHER WY - CORRECTIONS 020922.pdf 0 DOC 2/17/2022 LUCERO INIGUEZ FSS2021-0075 - THORSON - OH SPRINKLER FINAL (RE- DO) - 52559 MERIWETHER WY - CORRECTION - 021722.pdf FSS2021-0075 - THORSON - OH SPRINKLER FINAL (RE- DO) - 52559 MERIWETHER WY - CORRECTION - 021722.pdf 0 Printed: Tuesday, February 28, 2023 11:01:50 AM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0075 FSS2021-0075 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 31.59 gpm Calculated Inflow Residual Pressure: 61.16 psi Available Residual Pressure At System Flow:63.75 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 12.00 13.58 7.68 0.75 13.58 0.10239 0.50 0.358 2 0.00 12.50 0.00 7.82 0.874 13.58 T 3.00 -0.217 CPVC 150 7.26 0 3.50 0.142 3 4.90 12.00 13.01 7.05 0.75 13.01 0.09457 0.50 0.709 4 0.00 12.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 6 0.00 23.00 0.00 17.39 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 17.39 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 2 0.00 12.50 0.00 7.82 0.75 0.00 0.10239 9.50 1.280 22 0.00 12.50 0.00 9.10 0.874 13.58 T 3.00 0.000 CPVC 150 7.26 0 12.50 1.280 4 0.00 12.50 0.00 7.54 0.75 0.00 0.09458 8.50 1.561 22 0.00 12.50 0.00 9.10 0.874 13.01 FE 8.00 0.000 CPVC 150 6.96 0 16.50 1.561 22 0.00 12.50 0.00 9.10 0.75 0.00 0.35493 19.50 8.341 24 0.00 12.50 0.00 17.44 0.874 26.59 4F 4.00 0.000 CPVC 150 14.22 0 23.50 8.341 24 0.00 12.50 0.00 17.44 1.00 0.00 0.11529 24.50 3.747 26 0.00 12.50 0.00 21.19 1.101 26.59 3FT 8.00 0.000 CPVC 150 8.96 0 32.50 3.747 26 0.00 12.50 0.00 21.19 1.00 11.70 0.02524 11.50 0.593 28 0.00 23.00 0.00 17.24 1.101 11.70 ET 12.00 -4.547 CPVC 150 3.94 0 23.50 -3.953 8 0.00 23.00 0.00 17.39 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 17.39 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 17.24 1.00 0.00 0.02524 1.00 0.151 30 0.00 23.00 0.00 17.39 1.101 11.70 T 5.00 0.000 CPVC 150 3.94 0 6.00 0.151 30 0.00 23.00 0.00 17.39 1.00 0.00 0.02524 33.00 1.262 32 0.00 23.00 0.00 18.65 1.101 11.70 5FET 17.00 0.000 CPVC 150 3.94 0 50.00 1.262 32 0.00 23.00 0.00 18.65 1.00 0.00 0.02524 33.00 1.186 34 0.00 23.00 0.00 19.84 1.101 11.70 4F2T 14.00 0.000 CPVC 150 3.94 0 47.00 1.186 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 23.73 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 22.87 0.874 0.00 7F2E 21.00 -0.866 CPVC 150 0.00 0 70.00 -0.866 26 0.00 12.50 0.00 21.19 1.00 14.89 0.03944 27.50 1.676 38 0.00 12.50 0.00 22.87 1.101 14.89 3FET 15.00 0.000 CPVC 150 5.02 0 42.50 1.676 36 0.00 12.50 0.00 22.87 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 22.87 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 19.84 1.00 0.00 0.02524 11.50 0.593 40 0.00 12.50 0.00 24.98 1.101 11.70 ET 12.00 4.547 CPVC 150 3.94 0 23.50 5.140 38 0.00 12.50 0.00 22.87 1.00 0.00 0.03944 43.50 2.110 40 0.00 12.50 0.00 24.98 1.101 14.89 5FT 10.00 0.000 CPVC 150 5.02 0 53.50 2.110 40 0.00 12.50 0.00 24.98 1.00 0.00 0.11530 46.50 6.514 42 0.00 12.50 0.00 31.49 1.101 26.59 10F 10.00 0.000 CPVC 150 8.96 0 56.50 6.514 42 0.00 12.50 0.00 31.49 1.00 0.00 0.11530 61.50 10.895 100 0.00 10.50 0.00 43.25 1.101 26.59 7F3ET 33.00 0.866 CPVC 150 8.96 0 94.50 11.761 100 0.00 10.50 0.00 43.25 1.00 0.00 0.11530 10.50 2.894 125 0.00 0.00 0.00 50.69 1.101 26.59 2FEC 14.60 4.547 CPVC 150 8.96 0 25.10 7.440 125 0.00 0.00 0.00 50.69 1.00 0.00 0.16334 1.00 1.307 140 0.00 0.00 5.00 52.00 1.025 26.59 T 7.00 0.000 TYPE L COPPER TUBE 150 10.34 0 8.00 1.307 140 0.00 0.00 5.00 52.00 1.25 5.00 0.08065 4.00 1.065 160 0.00 -3.00 0.00 54.36 1.265 31.59 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.06 0 13.20 2.364 160 0.00 -3.00 0.00 54.36 2.00 0.00 0.01386 90.00 1.345 180 0.00 -6.00 0.00 57.01 1.816 31.59 F 7.00 1.299 HDPE SDR-9 150 3.91 0 97.00 2.644 180 0.00 -6.00 0.00 57.01 2.00 0.00 0.01112 2.00 0.156 185 0.00 -6.00 0.00 57.16 1.900 31.59 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.57 0 14.00 0.156 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 57.16 31.66 190 2.00 psi -6.00 59.17 190 0.00 -6.00 0.00 59.17 2.00 0.00 0.01112 20.00 0.257 200 0.00 -10.00 0.00 61.16 1.900 31.59 B 3.06 1.732 TYPE L COPPER TUBE 150 3.57 0 23.06 1.989 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:3 HMD Actual Residual Pressure:7.05 psi HMD Actual Flow: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:26.59 gpm Average Sprinkler Flow:13.30 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 22 - 24 ) 14.22 ft/sec Maximum Velocity Pressure ( In Pipe 22 - 24 ) 1.36 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0070 psi Actual Average Nodal Pressure Imbalance: 0.0013 psi Actual Maximum Nodal Flow Imbalance: 0.0743 gpm Actual Average Nodal Flow Imbalance: 0.0058 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.83 gal Sprinkler Flow:26.59 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:61.16 psi Demand Flow At System Inflow Node: 31.59 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 61.16 psi Calculated Flow Rate: 31.59 gpm Excess Available Residual Pressure At Calculated Flow: 2.59 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 32.09 gpm Calculated Inflow Residual Pressure: 60.56 psi Available Residual Pressure At System Flow:63.57 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 22.50 13.01 7.05 0.75 13.01 0.09458 0.50 0.709 6 0.00 23.00 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 6 0.00 23.00 0.00 7.54 0.75 0.00 0.09457 13.00 1.324 8 0.00 23.00 0.00 8.87 0.874 13.01 F 1.00 0.000 CPVC 150 6.96 0 14.00 1.324 7 4.90 22.50 14.08 8.26 0.75 14.08 0.10952 0.50 0.821 8 0.00 23.00 0.00 8.87 0.874 14.08 E 7.00 -0.217 CPVC 150 7.53 0 7.50 0.605 10 0.00 10.50 0.00 22.68 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 21.81 0.874 0.00 7F2E 21.00 0.866 CPVC 150 0.00 0 70.00 0.866 2 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 9.50 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 20.43 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 20.43 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 20.43 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03244 11.50 0.762 28 0.00 23.00 0.00 15.12 1.101 13.40 ET 12.00 4.547 CPVC 150 4.51 0 23.50 5.309 28 0.00 23.00 0.00 15.12 1.00 13.40 0.03244 1.00 0.195 30 0.00 23.00 0.00 14.93 1.101 13.40 T 5.00 0.000 CPVC 150 4.51 0 6.00 0.195 8 0.00 23.00 0.00 8.87 0.75 0.00 0.36746 12.50 6.063 30 0.00 23.00 0.00 14.93 0.874 27.09 FT 4.00 0.000 CPVC 150 14.49 0 16.50 6.063 30 0.00 23.00 0.00 14.93 1.00 13.70 0.03379 33.00 1.689 32 0.00 23.00 0.00 16.62 1.101 13.70 5FET 17.00 0.000 CPVC 150 4.62 0 50.00 1.689 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 32 0.00 23.00 0.00 16.62 1.00 0.00 0.03378 33.00 1.588 34 0.00 23.00 0.00 18.21 1.101 13.70 4F2T 14.00 0.000 CPVC 150 4.62 0 47.00 1.588 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03244 27.50 1.379 38 0.00 12.50 0.00 21.81 1.101 13.40 3FET 15.00 0.000 CPVC 150 4.51 0 42.50 1.379 36 0.00 12.50 0.00 21.81 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 21.81 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 18.21 1.00 0.00 0.03378 11.50 0.794 40 0.00 12.50 0.00 23.55 1.101 13.70 ET 12.00 4.547 CPVC 150 4.62 0 23.50 5.340 38 0.00 12.50 0.00 21.81 1.00 0.00 0.03244 43.50 1.736 40 0.00 12.50 0.00 23.55 1.101 13.40 5FT 10.00 0.000 CPVC 150 4.52 0 53.50 1.736 40 0.00 12.50 0.00 23.55 1.00 0.00 0.11937 46.50 6.744 42 0.00 12.50 0.00 30.29 1.101 27.09 10F 10.00 0.000 CPVC 150 9.13 0 56.50 6.744 42 0.00 12.50 0.00 30.29 1.00 0.00 0.11937 61.50 11.280 100 0.00 10.50 0.00 42.44 1.101 27.09 7F3ET 33.00 0.866 CPVC 150 9.13 0 94.50 12.146 100 0.00 10.50 0.00 42.44 1.00 0.00 0.11937 10.50 2.996 125 0.00 0.00 0.00 49.98 1.101 27.09 2FEC 14.60 4.547 CPVC 150 9.13 0 25.10 7.543 125 0.00 0.00 0.00 49.98 1.00 0.00 0.16911 1.00 1.353 140 0.00 0.00 5.00 51.33 1.025 27.09 T 7.00 0.000 TYPE L COPPER TUBE 150 10.53 0 8.00 1.353 140 0.00 0.00 5.00 51.33 1.25 5.00 0.08304 4.00 1.096 160 0.00 -3.00 0.00 53.73 1.265 32.09 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.19 0 13.20 2.395 160 0.00 -3.00 0.00 53.73 2.00 0.00 0.01427 90.00 1.385 180 0.00 -6.00 0.00 56.41 1.816 32.09 F 7.00 1.299 HDPE SDR-9 150 3.98 0 97.00 2.684 180 0.00 -6.00 0.00 56.41 2.00 0.00 0.01145 2.00 0.160 185 0.00 -6.00 0.00 56.57 1.900 32.09 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.63 0 14.00 0.160 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 56.57 32.02 190 2.00 psi -6.00 58.57 190 0.00 -6.00 0.00 58.57 2.00 0.00 0.01145 20.00 0.264 200 0.00 -10.00 0.00 60.56 1.900 32.09 B 3.06 1.732 TYPE L COPPER TUBE 150 3.63 0 23.06 1.996 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 Thorson Prescott, AZ 86301 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 Flow: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:0.053 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:27.09 gpm Average Sprinkler Flow:13.55 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 8 - 30 ) 14.49 ft/sec Maximum Velocity Pressure ( In Pipe 8 - 30 ) 1.41 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0051 psi Actual Average Nodal Pressure Imbalance: 0.0033 psi Actual Maximum Nodal Flow Imbalance: 0.0711 gpm Actual Average Nodal Flow Imbalance: 0.0059 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.94 gal Sprinkler Flow:27.09 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:60.56 psi Demand Flow At System Inflow Node: 32.09 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 60.56 psi Calculated Flow Rate: 32.09 gpm Excess Available Residual Pressure At Calculated Flow: 3 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ft² Maximum Area Per Sprinkler: 324 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 51.27 psi Available Residual Pressure At System Flow:66.8 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 25 Number Of Active Pipes: 25 Number Of Inactive Pipes: 175 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 6 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 24.29 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 9 4.90 10.00 17.01 12.05 0.75 17.01 0.15526 0.50 1.164 10 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.09 0 7.50 0.948 2 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 9.50 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 28.64 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 28.64 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 28.64 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 28.64 1.00 5.67 0.00661 27.50 0.281 38 0.00 12.50 0.00 28.36 1.101 5.67 3FET 15.00 0.000 CPVC 150 1.91 0 42.50 0.281 26 0.00 12.50 0.00 28.64 1.00 0.00 0.00662 11.50 0.155 28 0.00 23.00 0.00 24.25 1.101 5.67 ET 12.00 -4.547 CPVC 150 1.91 0 23.50 -4.391 8 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 24.29 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 24.25 1.00 0.00 0.00662 1.00 0.040 30 0.00 23.00 0.00 24.29 1.101 5.67 T 5.00 0.000 CPVC 150 1.91 0 6.00 0.040 30 0.00 23.00 0.00 24.29 1.00 0.00 0.00662 33.00 0.331 32 0.00 23.00 0.00 24.62 1.101 5.67 5FET 17.00 0.000 CPVC 150 1.91 0 50.00 0.331 32 0.00 23.00 0.00 24.62 1.00 0.00 0.00662 33.00 0.311 34 0.00 23.00 0.00 24.93 1.101 5.67 4F2T 14.00 0.000 CPVC 150 1.91 0 47.00 0.311 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 13.00 0.75 0.00 0.15525 49.00 10.867 36 0.00 12.50 0.00 23.00 0.874 17.01 7F2E 21.00 -0.866 CPVC 150 9.09 0 70.00 10.001 36 0.00 12.50 0.00 23.00 0.75 0.00 0.15525 19.50 5.356 38 0.00 12.50 0.00 28.36 0.874 17.01 F2E 15.00 0.000 CPVC 150 9.09 0 34.50 5.356 34 0.00 23.00 0.00 24.93 1.00 0.00 0.00662 11.50 0.155 40 0.00 12.50 0.00 29.63 1.101 5.67 ET 12.00 4.547 CPVC 150 1.91 0 23.50 4.702 38 0.00 12.50 0.00 28.36 1.00 11.33 0.02380 43.50 1.274 40 0.00 12.50 0.00 29.63 1.101 11.33 5FT 10.00 0.000 CPVC 150 3.82 0 53.50 1.274 40 0.00 12.50 0.00 29.63 1.00 0.00 0.05044 46.50 2.850 42 0.00 12.50 0.00 32.48 1.101 17.01 10F 10.00 0.000 CPVC 150 5.73 0 56.50 2.850 42 0.00 12.50 0.00 32.48 1.00 0.00 0.05044 61.50 4.766 100 0.00 10.50 0.00 38.11 1.101 17.01 7F3ET 33.00 0.866 CPVC 150 5.73 0 94.50 5.632 100 0.00 10.50 0.00 38.11 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 43.92 1.101 17.01 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.813 125 0.00 0.00 0.00 43.92 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 44.50 1.025 17.01 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.572 140 0.00 0.00 5.00 44.50 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 46.34 1.265 22.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 46.34 2.00 0.00 0.00710 90.00 0.689 180 0.00 -6.00 0.00 48.33 1.816 22.01 F 7.00 1.299 HDPE SDR-9 150 2.73 0 97.00 1.988 180 0.00 -6.00 0.00 48.33 2.00 0.00 0.00570 2.00 0.080 185 0.00 -6.00 0.00 48.41 1.900 22.01 2E 12.00 0.000 TYPE L COPPER TUBE 150 2.49 0 14.00 0.080 185 Meter -6.00 48.41 21.98 190 1.00 psi -6.00 49.41 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 190 0.00 -6.00 0.00 49.41 2.00 0.00 0.00570 20.00 0.131 200 0.00 -10.00 0.00 51.27 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:9 HMD Actual Residual Pressure: 12.05 psi HMD Actual Flow: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 9 - 10 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 9 - 10 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0092 psi Actual Average Nodal Pressure Imbalance: 0.0053 psi Actual Maximum Nodal Flow Imbalance: -0.0320 gpm Actual Average Nodal Flow Imbalance: 0.0028 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers:1 Pipe System Water Volume:28.17 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:51.27 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 51.27 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 15.53 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 31.59 gpm Calculated Inflow Residual Pressure: 61.16 psi Available Residual Pressure At System Flow:63.75 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 12.00 13.58 7.68 0.75 13.58 0.10239 0.50 0.358 2 0.00 12.50 0.00 7.82 0.874 13.58 T 3.00 -0.217 CPVC 150 7.26 0 3.50 0.142 3 4.90 12.00 13.01 7.05 0.75 13.01 0.09457 0.50 0.709 4 0.00 12.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 6 0.00 23.00 0.00 17.39 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 17.39 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 2 0.00 12.50 0.00 7.82 0.75 0.00 0.10239 9.50 1.280 22 0.00 12.50 0.00 9.10 0.874 13.58 T 3.00 0.000 CPVC 150 7.26 0 12.50 1.280 4 0.00 12.50 0.00 7.54 0.75 0.00 0.09458 8.50 1.561 22 0.00 12.50 0.00 9.10 0.874 13.01 FE 8.00 0.000 CPVC 150 6.96 0 16.50 1.561 22 0.00 12.50 0.00 9.10 0.75 0.00 0.35493 19.50 8.341 24 0.00 12.50 0.00 17.44 0.874 26.59 4F 4.00 0.000 CPVC 150 14.22 0 23.50 8.341 24 0.00 12.50 0.00 17.44 1.00 0.00 0.11529 24.50 3.747 26 0.00 12.50 0.00 21.19 1.101 26.59 3FT 8.00 0.000 CPVC 150 8.96 0 32.50 3.747 26 0.00 12.50 0.00 21.19 1.00 11.70 0.02524 11.50 0.593 28 0.00 23.00 0.00 17.24 1.101 11.70 ET 12.00 -4.547 CPVC 150 3.94 0 23.50 -3.953 8 0.00 23.00 0.00 17.39 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 17.39 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 17.24 1.00 0.00 0.02524 1.00 0.151 30 0.00 23.00 0.00 17.39 1.101 11.70 T 5.00 0.000 CPVC 150 3.94 0 6.00 0.151 30 0.00 23.00 0.00 17.39 1.00 0.00 0.02524 33.00 1.262 32 0.00 23.00 0.00 18.65 1.101 11.70 5FET 17.00 0.000 CPVC 150 3.94 0 50.00 1.262 32 0.00 23.00 0.00 18.65 1.00 0.00 0.02524 33.00 1.186 34 0.00 23.00 0.00 19.84 1.101 11.70 4F2T 14.00 0.000 CPVC 150 3.94 0 47.00 1.186 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 23.73 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 22.87 0.874 0.00 7F2E 21.00 -0.866 CPVC 150 0.00 0 70.00 -0.866 26 0.00 12.50 0.00 21.19 1.00 14.89 0.03944 27.50 1.676 38 0.00 12.50 0.00 22.87 1.101 14.89 3FET 15.00 0.000 CPVC 150 5.02 0 42.50 1.676 36 0.00 12.50 0.00 22.87 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 22.87 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 19.84 1.00 0.00 0.02524 11.50 0.593 40 0.00 12.50 0.00 24.98 1.101 11.70 ET 12.00 4.547 CPVC 150 3.94 0 23.50 5.140 38 0.00 12.50 0.00 22.87 1.00 0.00 0.03944 43.50 2.110 40 0.00 12.50 0.00 24.98 1.101 14.89 5FT 10.00 0.000 CPVC 150 5.02 0 53.50 2.110 40 0.00 12.50 0.00 24.98 1.00 0.00 0.11530 46.50 6.514 42 0.00 12.50 0.00 31.49 1.101 26.59 10F 10.00 0.000 CPVC 150 8.96 0 56.50 6.514 42 0.00 12.50 0.00 31.49 1.00 0.00 0.11530 61.50 10.895 100 0.00 10.50 0.00 43.25 1.101 26.59 7F3ET 33.00 0.866 CPVC 150 8.96 0 94.50 11.761 100 0.00 10.50 0.00 43.25 1.00 0.00 0.11530 10.50 2.894 125 0.00 0.00 0.00 50.69 1.101 26.59 2FEC 14.60 4.547 CPVC 150 8.96 0 25.10 7.440 125 0.00 0.00 0.00 50.69 1.00 0.00 0.16334 1.00 1.307 140 0.00 0.00 5.00 52.00 1.025 26.59 T 7.00 0.000 TYPE L COPPER TUBE 150 10.34 0 8.00 1.307 140 0.00 0.00 5.00 52.00 1.25 5.00 0.08065 4.00 1.065 160 0.00 -3.00 0.00 54.36 1.265 31.59 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.06 0 13.20 2.364 160 0.00 -3.00 0.00 54.36 2.00 0.00 0.01386 90.00 1.345 180 0.00 -6.00 0.00 57.01 1.816 31.59 F 7.00 1.299 HDPE SDR-9 150 3.91 0 97.00 2.644 180 0.00 -6.00 0.00 57.01 2.00 0.00 0.01112 2.00 0.156 185 0.00 -6.00 0.00 57.16 1.900 31.59 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.57 0 14.00 0.156 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 57.16 31.66 190 2.00 psi -6.00 59.17 190 0.00 -6.00 0.00 59.17 2.00 0.00 0.01112 20.00 0.257 200 0.00 -10.00 0.00 61.16 1.900 31.59 B 3.06 1.732 TYPE L COPPER TUBE 150 3.57 0 23.06 1.989 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:3 HMD Actual Residual Pressure:7.05 psi HMD Actual Flow: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:26.59 gpm Average Sprinkler Flow:13.30 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 22 - 24 ) 14.22 ft/sec Maximum Velocity Pressure ( In Pipe 22 - 24 ) 1.36 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0070 psi Actual Average Nodal Pressure Imbalance: 0.0013 psi Actual Maximum Nodal Flow Imbalance: 0.0743 gpm Actual Average Nodal Flow Imbalance: 0.0058 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.83 gal Sprinkler Flow:26.59 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:61.16 psi Demand Flow At System Inflow Node: 31.59 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 61.16 psi Calculated Flow Rate: 31.59 gpm Excess Available Residual Pressure At Calculated Flow: 2.59 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 1 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 31.71 gpm Calculated Inflow Residual Pressure: 61.58 psi Available Residual Pressure At System Flow:63.71 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 12.00 13.69 7.81 0.75 13.69 0.10398 0.50 0.364 2 0.00 12.50 0.00 7.96 0.874 13.69 T 3.00 -0.217 CPVC 150 7.32 0 3.50 0.147 3 4.90 12.00 13.01 7.05 0.75 13.01 0.09450 0.50 0.709 4 0.00 12.50 0.00 7.54 0.874 13.00 E 7.00 -0.217 CPVC 150 6.95 0 7.50 0.492 6 0.00 23.00 0.00 17.49 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 17.49 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 2 0.00 12.50 0.00 7.96 0.75 0.00 0.10398 8.00 1.144 22 0.00 12.50 0.00 9.10 0.874 13.69 T 3.00 0.000 CPVC 150 7.32 0 11.00 1.144 4 0.00 12.50 0.00 7.54 0.75 0.00 0.09452 8.50 1.560 22 0.00 12.50 0.00 9.10 0.874 13.01 FE 8.00 0.000 CPVC 150 6.96 0 16.50 1.560 22 0.00 12.50 0.00 9.10 0.75 0.00 0.35765 19.50 8.405 24 0.00 12.50 0.00 17.51 0.874 26.70 4F 4.00 0.000 CPVC 150 14.28 0 23.50 8.405 24 0.00 12.50 0.00 17.51 1.00 0.00 0.11617 24.50 3.776 26 0.00 12.50 0.00 21.28 1.101 26.70 3FT 8.00 0.000 CPVC 150 9.00 0 32.50 3.776 26 0.00 12.50 0.00 21.28 1.00 11.75 0.02543 11.50 0.598 28 0.00 23.00 0.00 17.33 1.101 11.75 ET 12.00 -4.547 CPVC 150 3.96 0 23.50 -3.949 8 0.00 23.00 0.00 17.49 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 17.49 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 17.33 1.00 0.00 0.02543 1.00 0.153 30 0.00 23.00 0.00 17.49 1.101 11.75 T 5.00 0.000 CPVC 150 3.96 0 6.00 0.153 30 0.00 23.00 0.00 17.49 1.00 0.00 0.02544 33.00 1.272 32 0.00 23.00 0.00 18.76 1.101 11.75 5FET 17.00 0.000 CPVC 150 3.96 0 50.00 1.272 32 0.00 23.00 0.00 18.76 1.00 0.00 0.02544 33.00 1.196 34 0.00 23.00 0.00 19.95 1.101 11.75 4F2T 14.00 0.000 CPVC 150 3.96 0 47.00 1.196 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 23.80 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 22.93 0.874 0.00 7F2E 21.00 -0.866 CPVC 150 0.00 0 70.00 -0.866 26 0.00 12.50 0.00 21.28 1.00 14.95 0.03975 27.50 1.649 38 0.00 12.50 0.00 22.93 1.101 14.95 2FET 14.00 0.000 CPVC 150 5.04 0 41.50 1.649 36 0.00 12.50 0.00 22.93 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 22.93 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 19.95 1.00 0.00 0.02544 11.50 0.598 40 0.00 12.50 0.00 25.10 1.101 11.75 ET 12.00 4.547 CPVC 150 3.96 0 23.50 5.144 38 0.00 12.50 0.00 22.93 1.00 0.00 0.03975 43.50 2.167 40 0.00 12.50 0.00 25.10 1.101 14.95 6FT 11.00 0.000 CPVC 150 5.04 0 54.50 2.167 40 0.00 12.50 0.00 25.10 1.00 0.00 0.11621 46.50 6.566 42 0.00 12.50 0.00 31.66 1.101 26.70 10F 10.00 0.000 CPVC 150 9.00 0 56.50 6.566 42 0.00 12.50 0.00 31.66 1.00 0.00 0.11621 61.50 11.098 100 0.00 10.50 0.00 43.63 1.101 26.70 8F3ET 34.00 0.866 CPVC 150 9.00 0 95.50 11.964 100 0.00 10.50 0.00 43.63 1.00 0.00 0.11621 10.50 2.917 125 0.00 0.00 0.00 51.09 1.101 26.70 2FEC 14.60 4.547 CPVC 150 9.00 0 25.10 7.463 125 0.00 0.00 0.00 51.09 1.00 0.00 0.16464 1.00 1.317 140 0.00 0.00 5.00 52.41 1.025 26.70 T 7.00 0.000 TYPE L COPPER TUBE 150 10.38 0 8.00 1.317 140 0.00 0.00 5.00 52.41 1.25 5.00 0.08119 4.00 1.072 160 0.00 -3.00 0.00 54.78 1.265 31.70 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.09 0 13.20 2.371 160 0.00 -3.00 0.00 54.78 2.00 0.00 0.01396 90.00 1.354 180 0.00 -6.00 0.00 57.43 1.816 31.70 F 7.00 1.299 HDPE SDR-9 150 3.93 0 97.00 2.653 180 0.00 -6.00 0.00 57.43 2.00 0.00 0.01120 2.00 0.157 185 0.00 -6.00 0.00 57.59 1.900 31.70 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.59 0 14.00 0.157 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 57.59 31.71 190 2.00 psi -6.00 59.59 190 0.00 -6.00 0.00 59.59 2.00 0.00 0.01120 20.00 0.258 200 0.00 -10.00 0.00 61.58 1.900 31.71 B 3.06 1.732 TYPE L COPPER TUBE 150 3.59 0 23.06 1.990 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:3 HMD Actual Residual Pressure:7.05 psi HMD Actual Flow: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:26.70 gpm Average Sprinkler Flow:13.35 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 22 - 24 ) 14.28 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: 0.0059 psi Actual Average Nodal Pressure Imbalance: 0.0047 psi Actual Maximum Nodal Flow Imbalance: 0.0059 gpm Actual Average Nodal Flow Imbalance: 0.0008 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.78 gal Sprinkler Flow:26.70 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:61.58 psi Demand Flow At System Inflow Node: 31.71 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 61.58 psi Calculated Flow Rate: 31.71 gpm Excess Available Residual Pressure At Calculated Flow: 2.13 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 32.09 gpm Calculated Inflow Residual Pressure: 60.56 psi Available Residual Pressure At System Flow:63.57 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 22.50 13.01 7.05 0.75 13.01 0.09458 0.50 0.709 6 0.00 23.00 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 6 0.00 23.00 0.00 7.54 0.75 0.00 0.09457 13.00 1.324 8 0.00 23.00 0.00 8.87 0.874 13.01 F 1.00 0.000 CPVC 150 6.96 0 14.00 1.324 7 4.90 22.50 14.08 8.26 0.75 14.08 0.10952 0.50 0.821 8 0.00 23.00 0.00 8.87 0.874 14.08 E 7.00 -0.217 CPVC 150 7.53 0 7.50 0.605 10 0.00 10.50 0.00 22.68 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 21.81 0.874 0.00 7F2E 21.00 0.866 CPVC 150 0.00 0 70.00 0.866 2 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 9.50 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 20.43 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 20.43 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 20.43 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03244 11.50 0.762 28 0.00 23.00 0.00 15.12 1.101 13.40 ET 12.00 4.547 CPVC 150 4.51 0 23.50 5.309 28 0.00 23.00 0.00 15.12 1.00 13.40 0.03244 1.00 0.195 30 0.00 23.00 0.00 14.93 1.101 13.40 T 5.00 0.000 CPVC 150 4.51 0 6.00 0.195 8 0.00 23.00 0.00 8.87 0.75 0.00 0.36746 12.50 6.063 30 0.00 23.00 0.00 14.93 0.874 27.09 FT 4.00 0.000 CPVC 150 14.49 0 16.50 6.063 30 0.00 23.00 0.00 14.93 1.00 13.70 0.03379 33.00 1.689 32 0.00 23.00 0.00 16.62 1.101 13.70 5FET 17.00 0.000 CPVC 150 4.62 0 50.00 1.689 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 32 0.00 23.00 0.00 16.62 1.00 0.00 0.03378 33.00 1.588 34 0.00 23.00 0.00 18.21 1.101 13.70 4F2T 14.00 0.000 CPVC 150 4.62 0 47.00 1.588 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03244 27.50 1.379 38 0.00 12.50 0.00 21.81 1.101 13.40 3FET 15.00 0.000 CPVC 150 4.51 0 42.50 1.379 36 0.00 12.50 0.00 21.81 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 21.81 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 18.21 1.00 0.00 0.03378 11.50 0.794 40 0.00 12.50 0.00 23.55 1.101 13.70 ET 12.00 4.547 CPVC 150 4.62 0 23.50 5.340 38 0.00 12.50 0.00 21.81 1.00 0.00 0.03244 43.50 1.736 40 0.00 12.50 0.00 23.55 1.101 13.40 5FT 10.00 0.000 CPVC 150 4.52 0 53.50 1.736 40 0.00 12.50 0.00 23.55 1.00 0.00 0.11937 46.50 6.744 42 0.00 12.50 0.00 30.29 1.101 27.09 10F 10.00 0.000 CPVC 150 9.13 0 56.50 6.744 42 0.00 12.50 0.00 30.29 1.00 0.00 0.11937 61.50 11.280 100 0.00 10.50 0.00 42.44 1.101 27.09 7F3ET 33.00 0.866 CPVC 150 9.13 0 94.50 12.146 100 0.00 10.50 0.00 42.44 1.00 0.00 0.11937 10.50 2.996 125 0.00 0.00 0.00 49.98 1.101 27.09 2FEC 14.60 4.547 CPVC 150 9.13 0 25.10 7.543 125 0.00 0.00 0.00 49.98 1.00 0.00 0.16911 1.00 1.353 140 0.00 0.00 5.00 51.33 1.025 27.09 T 7.00 0.000 TYPE L COPPER TUBE 150 10.53 0 8.00 1.353 140 0.00 0.00 5.00 51.33 1.25 5.00 0.08304 4.00 1.096 160 0.00 -3.00 0.00 53.73 1.265 32.09 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.19 0 13.20 2.395 160 0.00 -3.00 0.00 53.73 2.00 0.00 0.01427 90.00 1.385 180 0.00 -6.00 0.00 56.41 1.816 32.09 F 7.00 1.299 HDPE SDR-9 150 3.98 0 97.00 2.684 180 0.00 -6.00 0.00 56.41 2.00 0.00 0.01145 2.00 0.160 185 0.00 -6.00 0.00 56.57 1.900 32.09 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.63 0 14.00 0.160 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 56.57 32.02 190 2.00 psi -6.00 58.57 190 0.00 -6.00 0.00 58.57 2.00 0.00 0.01145 20.00 0.264 200 0.00 -10.00 0.00 60.56 1.900 32.09 B 3.06 1.732 TYPE L COPPER TUBE 150 3.63 0 23.06 1.996 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 Thorson Prescott, AZ 86301 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 Flow: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:0.053 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:27.09 gpm Average Sprinkler Flow:13.55 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 8 - 30 ) 14.49 ft/sec Maximum Velocity Pressure ( In Pipe 8 - 30 ) 1.41 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0051 psi Actual Average Nodal Pressure Imbalance: 0.0033 psi Actual Maximum Nodal Flow Imbalance: 0.0711 gpm Actual Average Nodal Flow Imbalance: 0.0059 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.94 gal Sprinkler Flow:27.09 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:60.56 psi Demand Flow At System Inflow Node: 32.09 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 60.56 psi Calculated Flow Rate: 32.09 gpm Excess Available Residual Pressure At Calculated Flow: 3 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 2 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 32.09 gpm Calculated Inflow Residual Pressure: 60.69 psi Available Residual Pressure At System Flow:63.57 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 26 Number Of Active Pipes: 26 Number Of Inactive Pipes: 174 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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 22.50 13.01 7.05 0.75 13.01 0.09455 0.50 0.709 6 0.00 23.00 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 6 0.00 23.00 0.00 7.54 0.75 0.00 0.09454 13.00 1.324 8 0.00 23.00 0.00 8.87 0.874 13.01 F 1.00 0.000 CPVC 150 6.96 0 14.00 1.324 7 4.90 22.50 14.08 8.26 0.75 14.08 0.10951 0.50 0.821 8 0.00 23.00 0.00 8.87 0.874 14.08 E 7.00 -0.217 CPVC 150 7.53 0 7.50 0.605 2 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 8.00 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 11.00 0.000 4 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 20.43 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 20.43 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 20.43 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 20.43 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 20.43 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03243 11.50 0.762 28 0.00 23.00 0.00 15.12 1.101 13.40 ET 12.00 4.547 CPVC 150 4.51 0 23.50 5.309 28 0.00 23.00 0.00 15.12 1.00 13.40 0.03243 1.00 0.195 30 0.00 23.00 0.00 14.93 1.101 13.40 T 5.00 0.000 CPVC 150 4.51 0 6.00 0.195 8 0.00 23.00 0.00 8.87 0.75 0.00 0.36740 12.50 6.062 30 0.00 23.00 0.00 14.93 0.874 27.09 FT 4.00 0.000 CPVC 150 14.49 0 16.50 6.062 30 0.00 23.00 0.00 14.93 1.00 13.70 0.03378 33.00 1.689 32 0.00 23.00 0.00 16.62 1.101 13.70 5FET 17.00 0.000 CPVC 150 4.62 0 50.00 1.689 32 0.00 23.00 0.00 16.62 1.00 0.00 0.03378 33.00 1.588 34 0.00 23.00 0.00 18.21 1.101 13.70 4F2T 14.00 0.000 CPVC 150 4.62 0 47.00 1.588 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 22.64 0.75 0.00 0.00000 49.00 0.000 36 0.00 12.50 0.00 21.78 0.874 0.00 7F2E 21.00 -0.866 CPVC 150 0.00 0 70.00 -0.866 26 0.00 12.50 0.00 20.43 1.00 0.00 0.03244 27.50 1.346 38 0.00 12.50 0.00 21.78 1.101 13.40 2FET 14.00 0.000 CPVC 150 4.52 0 41.50 1.346 36 0.00 12.50 0.00 21.78 0.75 0.00 0.00000 19.50 0.000 38 0.00 12.50 0.00 21.78 0.874 0.00 F2E 15.00 0.000 CPVC 150 0.00 0 34.50 0.000 34 0.00 23.00 0.00 18.21 1.00 0.00 0.03378 11.50 0.794 40 0.00 12.50 0.00 23.55 1.101 13.70 ET 12.00 4.547 CPVC 150 4.62 0 23.50 5.340 38 0.00 12.50 0.00 21.78 1.00 0.00 0.03244 43.50 1.768 40 0.00 12.50 0.00 23.55 1.101 13.40 6FT 11.00 0.000 CPVC 150 4.52 0 54.50 1.768 40 0.00 12.50 0.00 23.55 1.00 0.00 0.11936 46.50 6.744 42 0.00 12.50 0.00 30.29 1.101 27.09 10F 10.00 0.000 CPVC 150 9.13 0 56.50 6.744 42 0.00 12.50 0.00 30.29 1.00 0.00 0.11936 61.50 11.399 100 0.00 10.50 0.00 42.55 1.101 27.09 8F3ET 34.00 0.866 CPVC 150 9.13 0 95.50 12.265 100 0.00 10.50 0.00 42.55 1.00 0.00 0.11936 10.50 2.996 125 0.00 0.00 0.00 50.10 1.101 27.09 2FEC 14.60 4.547 CPVC 150 9.13 0 25.10 7.542 125 0.00 0.00 0.00 50.10 1.00 0.00 0.16910 1.00 1.353 140 0.00 0.00 5.00 51.45 1.025 27.09 T 7.00 0.000 TYPE L COPPER TUBE 150 10.53 0 8.00 1.353 140 0.00 0.00 5.00 51.45 1.25 5.00 0.08304 4.00 1.096 160 0.00 -3.00 0.00 53.84 1.265 32.09 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.19 0 13.20 2.395 160 0.00 -3.00 0.00 53.84 2.00 0.00 0.01427 90.00 1.385 180 0.00 -6.00 0.00 56.53 1.816 32.09 F 7.00 1.299 HDPE SDR-9 150 3.98 0 97.00 2.684 180 0.00 -6.00 0.00 56.53 2.00 0.00 0.01145 2.00 0.160 185 0.00 -6.00 0.00 56.69 1.900 32.09 2E 12.00 0.000 TYPE L COPPER TUBE 150 3.63 0 14.00 0.160 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 185 Meter -6.00 56.69 32.07 190 2.00 psi -6.00 58.69 190 0.00 -6.00 0.00 58.69 2.00 0.00 0.01145 20.00 0.264 200 0.00 -10.00 0.00 60.69 1.900 32.09 B 3.06 1.732 TYPE L COPPER TUBE 150 3.63 0 23.06 1.996 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 Thorson Prescott, AZ 86301 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 Flow: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:0.053 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:27.09 gpm Average Sprinkler Flow:13.55 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 8 - 30 ) 14.49 ft/sec Maximum Velocity Pressure ( In Pipe 8 - 30 ) 1.41 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0067 psi Actual Average Nodal Pressure Imbalance: 0.0027 psi Actual Maximum Nodal Flow Imbalance: -0.0254 gpm Actual Average Nodal Flow Imbalance: 0.0022 gpm Overall Network Summary Number Of Unique Pipe Sections: 26 Number Of Flowing Sprinklers:2 Pipe System Water Volume:29.94 gal Sprinkler Flow:27.09 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:60.69 psi Demand Flow At System Inflow Node: 32.09 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 60.69 psi Calculated Flow Rate: 32.09 gpm Excess Available Residual Pressure At Calculated Flow: 2.88 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ft² Maximum Area Per Sprinkler: 324 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 51.27 psi Available Residual Pressure At System Flow:66.8 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 25 Number Of Active Pipes: 25 Number Of Inactive Pipes: 175 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 6 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 24.29 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 9 4.90 10.00 17.01 12.05 0.75 17.01 0.15526 0.50 1.164 10 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.09 0 7.50 0.948 2 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 9.50 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 28.64 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 28.64 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 28.64 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 28.64 1.00 5.67 0.00661 27.50 0.281 38 0.00 12.50 0.00 28.36 1.101 5.67 3FET 15.00 0.000 CPVC 150 1.91 0 42.50 0.281 26 0.00 12.50 0.00 28.64 1.00 0.00 0.00662 11.50 0.155 28 0.00 23.00 0.00 24.25 1.101 5.67 ET 12.00 -4.547 CPVC 150 1.91 0 23.50 -4.391 8 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 24.29 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 24.25 1.00 0.00 0.00662 1.00 0.040 30 0.00 23.00 0.00 24.29 1.101 5.67 T 5.00 0.000 CPVC 150 1.91 0 6.00 0.040 30 0.00 23.00 0.00 24.29 1.00 0.00 0.00662 33.00 0.331 32 0.00 23.00 0.00 24.62 1.101 5.67 5FET 17.00 0.000 CPVC 150 1.91 0 50.00 0.331 32 0.00 23.00 0.00 24.62 1.00 0.00 0.00662 33.00 0.311 34 0.00 23.00 0.00 24.93 1.101 5.67 4F2T 14.00 0.000 CPVC 150 1.91 0 47.00 0.311 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 13.00 0.75 0.00 0.15525 49.00 10.867 36 0.00 12.50 0.00 23.00 0.874 17.01 7F2E 21.00 -0.866 CPVC 150 9.09 0 70.00 10.001 36 0.00 12.50 0.00 23.00 0.75 0.00 0.15525 19.50 5.356 38 0.00 12.50 0.00 28.36 0.874 17.01 F2E 15.00 0.000 CPVC 150 9.09 0 34.50 5.356 34 0.00 23.00 0.00 24.93 1.00 0.00 0.00662 11.50 0.155 40 0.00 12.50 0.00 29.63 1.101 5.67 ET 12.00 4.547 CPVC 150 1.91 0 23.50 4.702 38 0.00 12.50 0.00 28.36 1.00 11.33 0.02380 43.50 1.274 40 0.00 12.50 0.00 29.63 1.101 11.33 5FT 10.00 0.000 CPVC 150 3.82 0 53.50 1.274 40 0.00 12.50 0.00 29.63 1.00 0.00 0.05044 46.50 2.850 42 0.00 12.50 0.00 32.48 1.101 17.01 10F 10.00 0.000 CPVC 150 5.73 0 56.50 2.850 42 0.00 12.50 0.00 32.48 1.00 0.00 0.05044 61.50 4.766 100 0.00 10.50 0.00 38.11 1.101 17.01 7F3ET 33.00 0.866 CPVC 150 5.73 0 94.50 5.632 100 0.00 10.50 0.00 38.11 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 43.92 1.101 17.01 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.813 125 0.00 0.00 0.00 43.92 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 44.50 1.025 17.01 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.572 140 0.00 0.00 5.00 44.50 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 46.34 1.265 22.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 46.34 2.00 0.00 0.00710 90.00 0.689 180 0.00 -6.00 0.00 48.33 1.816 22.01 F 7.00 1.299 HDPE SDR-9 150 2.73 0 97.00 1.988 180 0.00 -6.00 0.00 48.33 2.00 0.00 0.00570 2.00 0.080 185 0.00 -6.00 0.00 48.41 1.900 22.01 2E 12.00 0.000 TYPE L COPPER TUBE 150 2.49 0 14.00 0.080 185 Meter -6.00 48.41 21.98 190 1.00 psi -6.00 49.41 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 190 0.00 -6.00 0.00 49.41 2.00 0.00 0.00570 20.00 0.131 200 0.00 -10.00 0.00 51.27 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:9 HMD Actual Residual Pressure: 12.05 psi HMD Actual Flow: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 9 - 10 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 9 - 10 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0092 psi Actual Average Nodal Pressure Imbalance: 0.0053 psi Actual Maximum Nodal Flow Imbalance: -0.0320 gpm Actual Average Nodal Flow Imbalance: 0.0028 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers:1 Pipe System Water Volume:28.17 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:51.27 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 51.27 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 15.53 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 Thorson Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Thorson Project File Name: Thorson..fiw Designed By: Chad Ryan Date: 4/7/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 52559 Meriwether City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ft² Maximum Area Per Sprinkler: 324 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 70.00 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 63.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 51.34 psi Available Residual Pressure At System Flow:66.8 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Number Of Active Nodes: 25 Number Of Active Pipes: 25 Number Of Inactive Pipes: 175 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 6 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 13.00 0.000 8 0.00 23.00 0.00 24.29 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.00 0.000 9 4.90 10.00 17.01 12.05 0.75 17.01 0.15527 0.50 1.165 10 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.10 0 7.50 0.948 2 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 8.00 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 11.00 0.000 4 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 8.50 0.000 22 0.00 12.50 0.00 28.64 0.874 0.00 FE 8.00 0.000 CPVC 150 0.00 0 16.50 0.000 22 0.00 12.50 0.00 28.64 0.75 0.00 0.00000 19.50 0.000 24 0.00 12.50 0.00 28.64 0.874 0.00 4F 4.00 0.000 CPVC 150 0.00 0 23.50 0.000 24 0.00 12.50 0.00 28.64 1.00 0.00 0.00000 24.50 0.000 26 0.00 12.50 0.00 28.64 1.101 0.00 3FT 8.00 0.000 CPVC 150 0.00 0 32.50 0.000 26 0.00 12.50 0.00 28.64 1.00 5.72 0.00672 27.50 0.279 38 0.00 12.50 0.00 28.36 1.101 5.72 2FET 14.00 0.000 CPVC 150 1.93 0 41.50 0.279 26 0.00 12.50 0.00 28.64 1.00 0.00 0.00672 11.50 0.158 28 0.00 23.00 0.00 24.25 1.101 5.72 ET 12.00 -4.547 CPVC 150 1.93 0 23.50 -4.389 8 0.00 23.00 0.00 24.29 0.75 0.00 0.00000 12.50 0.000 30 0.00 23.00 0.00 24.29 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 16.50 0.000 28 0.00 23.00 0.00 24.25 1.00 0.00 0.00672 1.00 0.040 30 0.00 23.00 0.00 24.29 1.101 5.72 T 5.00 0.000 CPVC 150 1.93 0 6.00 0.040 30 0.00 23.00 0.00 24.29 1.00 0.00 0.00672 33.00 0.336 32 0.00 23.00 0.00 24.62 1.101 5.72 5FET 17.00 0.000 CPVC 150 1.93 0 50.00 0.336 32 0.00 23.00 0.00 24.62 1.00 0.00 0.00672 33.00 0.316 34 0.00 23.00 0.00 24.94 1.101 5.72 4F2T 14.00 0.000 CPVC 150 1.93 0 47.00 0.316 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 10 0.00 10.50 0.00 13.00 0.75 0.00 0.15527 49.00 10.869 36 0.00 12.50 0.00 23.00 0.874 17.01 7F2E 21.00 -0.866 CPVC 150 9.10 0 70.00 10.003 36 0.00 12.50 0.00 23.00 0.75 0.00 0.15527 19.50 5.357 38 0.00 12.50 0.00 28.36 0.874 17.01 F2E 15.00 0.000 CPVC 150 9.10 0 34.50 5.357 34 0.00 23.00 0.00 24.94 1.00 0.00 0.00672 11.50 0.158 40 0.00 12.50 0.00 29.64 1.101 5.72 ET 12.00 4.547 CPVC 150 1.93 0 23.50 4.704 38 0.00 12.50 0.00 28.36 1.00 11.29 0.02362 43.50 1.287 40 0.00 12.50 0.00 29.64 1.101 11.29 6FT 11.00 0.000 CPVC 150 3.80 0 54.50 1.287 40 0.00 12.50 0.00 29.64 1.00 0.00 0.05044 46.50 2.850 42 0.00 12.50 0.00 32.49 1.101 17.01 10F 10.00 0.000 CPVC 150 5.73 0 56.50 2.850 42 0.00 12.50 0.00 32.49 1.00 0.00 0.05044 61.50 4.817 100 0.00 10.50 0.00 38.18 1.101 17.01 8F3ET 34.00 0.866 CPVC 150 5.73 0 95.50 5.683 100 0.00 10.50 0.00 38.18 1.00 0.00 0.05044 10.50 1.266 125 0.00 0.00 0.00 43.99 1.101 17.01 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.813 125 0.00 0.00 0.00 43.99 1.00 0.00 0.07146 1.00 0.572 140 0.00 0.00 5.00 44.56 1.025 17.01 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.572 140 0.00 0.00 5.00 44.56 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 46.41 1.265 22.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 46.41 2.00 0.00 0.00710 90.00 0.689 180 0.00 -6.00 0.00 48.39 1.816 22.01 F 7.00 1.299 HDPE SDR-9 150 2.73 0 97.00 1.988 180 0.00 -6.00 0.00 48.39 2.00 0.00 0.00570 2.00 0.080 185 0.00 -6.00 0.00 48.47 1.900 22.01 2E 12.00 0.000 TYPE L COPPER TUBE 150 2.49 0 14.00 0.080 185 Meter -6.00 48.47 21.98 190 1.00 psi -6.00 49.47 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 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) 190 0.00 -6.00 0.00 49.47 2.00 0.00 0.00570 20.00 0.131 200 0.00 -10.00 0.00 51.34 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 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 Thorson Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:9 HMD Actual Residual Pressure: 12.05 psi HMD Actual Flow: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 9 - 10 ) 9.10 ft/sec Maximum Velocity Pressure ( In Pipe 9 - 10 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0058 psi Actual Average Nodal Pressure Imbalance: 0.0031 psi Actual Maximum Nodal Flow Imbalance: 0.0314 gpm Actual Average Nodal Flow Imbalance: 0.0027 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers:1 Pipe System Water Volume:28.17 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:51.34 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Thorson Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 70 psi Test Residual Pressure: 63 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 51.34 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 15.46 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Page：1 of 8 Document No.U085167 Date：Nov/20/2019 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. “Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Page：2 of 8 Document No.U085167 Date：Nov/20/2019 TECHNICAL DATA Approvals: cULus Listed NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi1/2 (70.6 LPM/bar1/2) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 FIGURE 1. Model RC-RES K=4.9 FIGURE 1-1. Marking (Color Code) OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) FIGURE 2. OPERATION PROCESS （The figure is for illustrative purposes only） Page：3 of 8 Document No.U085167 Date：Nov/20/2019 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C） 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: (1) Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) – Solder Joint) Page：4 of 8 Document No.U085167 Date：Nov/20/2019 All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: ・ The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. ・ A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Temperature Rating 162°F (72°C) Intermediate Temperature Rating 175°F (79°C) Intermediate Temperature Rating 205°F (96°C) Maximum Coverage Area(a) Ft. × Ft. (m ×m) Maximum Spacing Ft. (m) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) 12×12 (3.7×3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 14×14 (4.3×4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16×16 (4.9×4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) ― ― 13 (49.2) 7.0 (0.48) 18×18 (5.5×5.5) 18 (5.5) 17 (64.4) 12.0 (0.83) ― ― 17 (64.4) 12.0 (0.83) 20×20 (6.1×6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) ― ― 21 (79.5) 18.4 (1.27) Smooth Ceilings 3/8 to 7/8 Inches. Beamed Ceilings per NFPA 13D, 13R or 13 Installed in beam 3/8 to 7/8 inches below bottom of beam. Concealed 8 (2.4) (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Page：5 of 8 Document No.U085167 Date：Nov/20/2019 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft·lbs (9.5 to 19.0 N·m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step 1 The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Page：6 of 8 Document No.U085167 Date：Nov/20/2019 FIGURE 5. PROTECTIVE CAP REMOVAL FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Page：7 of 8 Document No.U085167 Date：Nov/20/2019 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F / 4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A “Hydraulic Design Criteria”). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. Page：8 of 8 Document No.U085167 Date：Nov/20/2019 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (φ68mm) or 3-1/4 inch (φ83mm) or 2-5/8 inch square (□68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F ○ ○ - - - - - - ○ ○ 3-1/4" Round, 140°F ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ 2-5/8" Square, 140°F ○ - - - - - - - ○ ○ 2-5/8" Round, 162°F ○ - - - - - - - ○ ○ 3-1/4" Round, 162°F ○ - - - - - - - ○ ○ Tools for Installation of Model RC-RES ・Socket NR-H For use with a 3/8” drive ratchet (not included) ・Socket NR-H Plastic For use with a 1/2” drive ratchet (not included) ・Cap Remover RC 78-495 Calle Tampico, La Quinta CA 92253 Main: 760-777-7000 Direct: 760-777-7074 PAGE _____ OF _____ PERMIT/CASE#: NOTICE NO: FACILITY NAME: DATE: FACILITY ADDRESS: CONTACT: The items below are in violation of or shall meet additional requirements of one or more of the following:  CALIFORNIA FIRE CODE __________________  NFPA STD. ______________  CALIFORNIA BUILDING CODE _____________  CCR TITLE ______________  LA QUINTA MUNICIPAL CODE _____________  OTHER ________________ The listed violations/requirements shall be corrected immediately. A re-inspection will be conducted on or after ______________________________ 20____. FAILURE TO COMPLY MAY RESULT IN LEGAL ACTION AND/OR SIGNIFICANT DELAYS FOR APPROVAL. Received By: __________________________________ Signature: _______________________________________ Fire Inspector: _________________________________ Radio I.D.: _______________________________________ IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, PLEASE CALL 760-777-7074. OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org April 26, 2021 J D Mechanical Fire Inc. 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – THORSON RESIDENCE FSS2021-0075 / 52559 MERIWETHER WAY, 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: 52559 MERIWETHER WAY PERMIT#: FSS2021-0075 DATE ISSUED: 4/26/2021 DESCRIPTION: THORSON RESIDENCE CONTRACTOR: JD MECHANICAL FIRE INC 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.