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FSS2022-0205ADDITIONAL 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 CONTRACTOR John Dover 82579 Fleming Way, Suite D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO OWNER Gala Asher 53804 Ross ave LA QUINTA CA 92253 (760)775-6220 kathy@jdmechanical.c o CONDITIONS Description: Lot 42 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 5/10/2022 ECON Parcel No: 767680047 Site Address: 53804 ROSS AVE LA QUINTA,CA 92253 Approved: 6/9/2022 JOD Subdivision: TR 33076-1 Block: Lot: 42 Issued: 6/14/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/25/2022 KHET Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Thursday, April 13, 2023 1:53:50 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0205 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING LIN 6/21/2022 6/21/2022 APPROVED W/EXCEPTIO N See remarks ADDED HEADS THROUGHOUT, CHANGED SEVERAL HEADS TO HIGH TEMP, HEADS IN FAU ND ACCESS AREAS ON ROOF NOT SHOWN ON PLANS, PIPING THROUGHOUT CHANGED FROM 3/4" TO 1" - REVISED PLANS AND CALCS REQUIRED BEFORE FINAL. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCESSIVE) EACH 101-0000-42421 0 $175.00 $175.00 10/25/22 WEB13413 745753832 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $333.00 $333.00 6/14/22 WEB12178 637672803 44 ECHECK 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 6/14/22 WEB12178 637672803 44 ECHECK 1020141 ECON Total Paid for FIRE FEES: $758.00 $758.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 6/14/22 WEB12178 637672803 44 ECHECK 1020141 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 6/14/22 WEB12178 637672803 44 ECHECK 1020141 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$774.00 $774.00 Printed: Thursday, April 13, 2023 1:53:50 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0205 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS AREA 1 AREA 1.pdf 1 DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS AREA 2 AREA 2.pdf 1 DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS AREA 3 AREA 3.pdf 1 BOND INFORMATION OVERHEAD HYRO LIN 6/21/2022 6/21/2022 APPROVED W/EXCEPTIO N See remarks ADDED HEADS THROUGHOUT, CHANGED SEVERAL HEADS TO HIGH TEMP, HEADS IN FAU ND ACCESS AREAS ON ROOF NOT SHOWN ON PLANS, PIPING THROUGHOUT CHANGED FROM 3/4" TO 1" - REVISED PLANS AND CALCS REQUIRED BEFORE FINAL. FIRE FINAL**LIN 10/12/2022 10/12/2022 DISAPPROVE D Not ready 2nd floor missing all escutcheons, a few missing on first level . Need to relocate spare head box. FIRE FINAL**KHET 10/25/2022 10/25/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 5/10/2022 5/24/2022 6/9/2022 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 5/10/2022 5/11/2022 5/11/2022 COMPLETE PARENT PROJECTS Printed: Thursday, April 13, 2023 1:53:50 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0205 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS AREA 4 AREA 4.pdf 1 DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL PLAN MADISON 42 FS PLAN.pdf 1 DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL CVWD 42 water.pdf 1 DOC 5/10/2022 Etrakit Contractor 1ST SUBMITTAL SENJU 8464 Senju Concealed 4.9.pdf 1 DOC 6/9/2022 KOHL HETRICK FSS2022-0205 - APPROVED PLANS AND CALCS.pdf FSS2022-0205 - APPROVED PLANS AND CALCS.pdf 1 DOC 6/9/2022 KOHL HETRICK FSS2022-0205 - COA AND JOB CARD.pdf FSS2022-0205 - COA AND JOB CARD.pdf 1 DOC 6/21/2022 LUCERO INIGUEZ FSS2022-0205 MADISON CLUB 53804 ROSS AVE LQ - CORRECTIONS 062122.pdf FSS2022-0205 MADISON CLUB 53804 ROSS AVE LQ - CORRECTIONS 062122.pdf 1 PHOTO 6/21/2022 LUCERO INIGUEZ 20220621_redlined plans.jpg 20220621_113831 [1].jpg 1 Printed: Thursday, April 13, 2023 1:53:50 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0205 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST06/09/2022 12:10:37 PMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0205Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Madison 42 Project File Name: Mad 42..fiw Designed By: Chad Ryan Date: 4/14/22 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: 53804 Ross Ave 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: 61.40 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 55.00 psi Calculated System Flow Rate: 22.00 gpm Calculated Inflow Residual Pressure: 41.27 psi Available Residual Pressure At System Flow:61.39 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: 32 Number Of Active Pipes: 36 Number Of Inactive Pipes: 121 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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 24.50 17.01 12.05 0.75 17.01 0.15523 0.50 1.164 2 0.00 25.00 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 25.00 0.00 13.00 0.75 0.00 0.15517 2.50 0.853 22 0.00 25.00 0.00 13.85 0.874 17.00 T 3.00 0.000 CPVC 150 9.09 0 5.50 0.853 4 0.00 25.00 0.00 14.17 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 14.17 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 6 0.00 25.00 0.00 14.17 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 14.17 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 22 0.00 25.00 0.00 13.85 0.75 7.02 0.03022 8.50 0.317 24 0.00 25.00 0.00 14.17 0.874 7.02 2F 2.00 0.000 CPVC 150 3.76 0 10.50 0.317 24 0.00 25.00 0.00 14.17 0.75 0.00 0.03023 34.00 1.239 26 0.00 25.00 0.00 15.41 0.874 7.02 4FT 7.00 0.000 CPVC 150 3.76 0 41.00 1.239 26 0.00 25.00 0.00 15.41 0.75 3.68 0.00914 18.00 0.238 28 0.00 25.00 0.00 15.65 0.874 3.68 FE 8.00 0.000 CPVC 150 1.97 0 26.00 0.238 26 0.00 25.00 0.00 15.41 0.75 3.34 0.00766 46.00 0.406 30 0.00 25.00 0.00 15.81 0.874 3.34 7F 7.00 0.000 CPVC 150 1.79 0 53.00 0.406 30 0.00 25.00 0.00 15.81 0.75 0.00 0.00766 34.50 0.356 32 0.00 25.00 0.00 16.17 0.874 3.34 5FE 12.00 0.000 CPVC 150 1.79 0 46.50 0.356 34 0.00 14.50 0.00 20.78 0.75 0.00 0.00000 10.50 0.000 36 0.00 14.50 0.00 20.78 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 12.50 0.000 36 0.00 14.50 0.00 20.78 0.75 0.00 0.00000 18.00 0.000 38 0.00 12.50 0.00 21.64 0.874 0.00 2E2T 20.00 0.866 CPVC 150 0.00 0 38.00 0.866 38 0.00 12.50 0.00 21.64 0.75 0.00 0.00254 43.00 0.160 39 0.00 13.50 0.00 21.05 0.874 1.84 6F2E 20.00 0.433 CPVC 150 0.98 0 63.00 0.593 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 39 0.00 13.50 0.00 21.05 0.75 1.84 0.00254 55.00 0.170 40 0.00 13.50 0.00 20.88 0.874 1.84 6F2T 12.00 0.000 CPVC 150 0.98 0 67.00 0.170 40 0.00 13.50 0.00 20.88 0.75 5.61 0.01998 53.50 1.209 42 0.00 13.50 0.00 19.67 0.874 5.61 4FT 7.00 0.000 CPVC 150 3.00 0 60.50 1.209 8 0.00 10.50 0.00 20.97 0.75 0.00 0.00000 15.00 0.000 42 0.00 13.50 0.00 19.67 0.874 0.00 2F2E 16.00 -1.299 CPVC 150 0.00 0 31.00 -1.299 10 0.00 14.50 0.00 19.24 0.75 0.00 0.00000 4.00 0.000 42 0.00 13.50 0.00 19.67 0.874 0.00 T 3.00 0.433 CPVC 150 0.00 0 7.00 0.433 22 0.00 25.00 0.00 13.85 0.75 9.98 0.05790 11.50 0.840 42 0.00 13.50 0.00 19.67 0.874 9.98 T 3.00 4.980 CPVC 150 5.34 0 14.50 5.819 12 0.00 14.50 0.00 20.30 0.75 0.00 0.00000 4.00 0.000 44 0.00 16.50 0.00 19.43 0.874 0.00 T 3.00 -0.866 CPVC 150 0.00 0 7.00 -0.866 28 0.00 25.00 0.00 15.65 0.75 0.00 0.00914 8.50 0.105 44 0.00 16.50 0.00 19.43 0.874 3.68 T 3.00 3.681 CPVC 150 1.97 0 11.50 3.786 42 0.00 13.50 0.00 19.67 0.75 4.37 0.01254 63.50 1.060 44 0.00 16.50 0.00 19.43 0.874 4.37 5FE3T 21.00 -1.299 CPVC 150 2.33 0 84.50 -0.239 32 0.00 25.00 0.00 16.17 0.75 0.00 0.00766 11.50 0.142 46 0.00 13.50 0.00 21.29 0.874 3.34 E 7.00 4.980 CPVC 150 1.79 0 18.50 5.121 38 0.00 12.50 0.00 21.64 0.75 0.00 0.00254 37.50 0.144 48 0.00 13.50 0.00 21.35 0.874 1.84 5F2E 19.00 -0.433 CPVC 150 0.99 0 56.50 -0.289 46 0.00 13.50 0.00 21.29 0.75 0.00 0.00766 5.00 0.061 48 0.00 13.50 0.00 21.35 0.874 3.35 T 3.00 0.000 CPVC 150 1.79 0 8.00 0.061 40 0.00 13.50 0.00 20.88 0.75 3.77 0.00958 53.50 0.560 49 0.00 13.50 0.00 21.44 0.874 3.77 5F 5.00 0.000 CPVC 150 2.02 0 58.50 0.560 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 48 0.00 13.50 0.00 21.35 0.75 0.00 0.01726 4.00 0.086 49 0.00 13.50 0.00 21.44 0.874 5.19 F 1.00 0.000 CPVC 150 2.77 0 5.00 0.086 44 0.00 16.50 0.00 19.43 0.75 0.00 0.03885 53.00 2.448 50 0.00 16.50 0.00 21.88 0.874 8.04 4F2T 10.00 0.000 CPVC 150 4.30 0 63.00 2.448 49 0.00 13.50 0.00 21.44 0.75 0.00 0.04744 20.20 1.765 52 0.00 16.50 0.00 21.91 0.874 8.96 3F2E 17.00 -1.299 CPVC 150 4.79 0 37.20 0.466 50 0.00 16.50 0.00 21.88 0.75 0.68 0.00040 55.00 0.026 52 0.00 16.50 0.00 21.91 0.874 0.68 5F2T 11.00 0.000 CPVC 150 0.36 0 66.00 0.026 50 0.00 16.50 0.00 21.88 0.75 7.37 0.03303 52.00 2.477 54 0.00 12.50 0.00 26.09 0.874 7.37 3F2E2T 23.00 1.732 CPVC 150 3.94 0 75.00 4.209 52 0.00 16.50 0.00 21.91 0.75 0.00 0.05428 74.00 5.753 56 0.00 14.50 0.00 28.52 0.874 9.64 5F3E2T 32.00 0.866 CPVC 150 5.15 0 106.00 6.619 54 0.00 12.50 0.00 26.09 0.75 0.00 0.03303 64.00 3.303 56 0.00 14.50 0.00 28.52 0.874 7.37 6F3E3T 36.00 -0.866 CPVC 150 3.94 0 100.00 2.437 56 0.00 14.50 0.00 28.52 1.00 0.00 0.05042 16.00 2.017 100 0.00 10.50 0.00 32.27 1.101 17.00 3F3E 24.00 1.732 CPVC 150 5.73 0 40.00 3.749 100 0.00 10.50 0.00 32.27 1.00 0.00 0.05042 10.50 1.265 125 0.00 0.00 0.00 38.08 1.101 17.00 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.812 125 0.00 0.00 0.00 38.08 1.00 0.00 0.07143 1.00 0.571 140 0.00 0.00 5.00 38.66 1.025 17.00 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.571 140 0.00 0.00 5.00 38.66 1.25 5.00 0.04130 4.00 0.545 160 0.00 -3.00 0.00 40.50 1.265 22.00 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 40.50 2.00 0.00 0.00710 40.00 0.334 180 0.00 -4.00 0.00 41.27 1.816 22.00 F 7.00 0.433 HDPE SDR-9 150 2.73 0 47.00 0.767 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 5 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) Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:1 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 1 - 2 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 1 - 2 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0099 psi Actual Average Nodal Pressure Imbalance: 0.0036 psi Actual Maximum Nodal Flow Imbalance: 0.0034 gpm Actual Average Nodal Flow Imbalance: 0.0003 gpm Overall Network Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers:1 Pipe System Water Volume:32.48 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:41.27 psi Demand Flow At System Inflow Node: 22.00 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 61 5555 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 61.4 psi Test Residual Pressure: 55 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 41.27 psi Calculated Flow Rate: 22.00 gpm Excess Available Residual Pressure At Calculated Flow: 20.13 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 Madison 42 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Madison 42 Project File Name: Mad 42..fiw Designed By: Chad Ryan Date: 4/14/22 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: 53804 Ross Ave 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: 162 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: 61.40 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 55.00 psi Calculated System Flow Rate: 31.01 gpm Calculated Inflow Residual Pressure: 53.64 psi Available Residual Pressure At System Flow:61.39 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: 33 Number Of Active Pipes: 37 Number Of Inactive Pipes: 120 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 3 4.90 24.50 13.01 7.05 0.75 13.01 0.09424 0.50 0.707 4 0.00 25.00 0.00 7.54 0.874 12.99 E 7.00 -0.217 CPVC 150 6.94 0 7.50 0.490 5 4.90 24.50 13.00 7.05 0.75 13.00 0.09348 0.50 0.701 6 0.00 25.00 0.00 7.53 0.874 12.99 E 7.00 -0.217 CPVC 150 6.95 0 7.50 0.485 2 0.00 25.00 0.00 9.50 0.75 0.00 0.00000 2.50 0.000 22 0.00 25.00 0.00 9.50 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.50 0.000 22 0.00 25.00 0.00 9.50 0.75 13.84 0.10611 8.50 1.114 24 0.00 25.00 0.00 8.39 0.874 13.84 2F 2.00 0.000 CPVC 150 7.40 0 10.50 1.114 4 0.00 25.00 0.00 7.54 0.75 0.00 0.09413 6.00 0.847 24 0.00 25.00 0.00 8.39 0.874 12.98 T 3.00 0.000 CPVC 150 6.94 0 9.00 0.847 6 0.00 25.00 0.00 7.53 0.75 0.00 0.09476 6.00 0.853 24 0.00 25.00 0.00 8.39 0.874 13.02 T 3.00 0.000 CPVC 150 6.96 0 9.00 0.853 24 0.00 25.00 0.00 8.39 0.75 12.17 0.08361 34.00 3.428 26 0.00 25.00 0.00 11.82 0.874 12.17 4FT 7.00 0.000 CPVC 150 6.51 0 41.00 3.428 26 0.00 25.00 0.00 11.82 0.75 6.60 0.02693 18.00 0.700 28 0.00 25.00 0.00 12.52 0.874 6.60 FE 8.00 0.000 CPVC 150 3.53 0 26.00 0.700 26 0.00 25.00 0.00 11.82 0.75 5.57 0.01970 46.00 1.044 30 0.00 25.00 0.00 12.86 0.874 5.57 7F 7.00 0.000 CPVC 150 2.98 0 53.00 1.044 30 0.00 25.00 0.00 12.86 0.75 0.00 0.01970 34.50 0.916 32 0.00 25.00 0.00 13.78 0.874 5.57 5FE 12.00 0.000 CPVC 150 2.98 0 46.50 0.916 34 0.00 14.50 0.00 18.57 0.75 0.00 0.00000 10.50 0.000 36 0.00 14.50 0.00 18.57 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 12.50 0.000 36 0.00 14.50 0.00 18.57 0.75 0.00 0.00000 18.00 0.000 38 0.00 12.50 0.00 19.44 0.874 0.00 2E2T 20.00 0.866 CPVC 150 0.00 0 38.00 0.866 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 38 0.00 12.50 0.00 19.44 0.75 0.00 0.00484 43.00 0.305 39 0.00 13.50 0.00 18.70 0.874 2.61 6F2E 20.00 0.433 CPVC 150 1.40 0 63.00 0.738 39 0.00 13.50 0.00 18.70 0.75 2.61 0.00484 55.00 0.324 40 0.00 13.50 0.00 18.37 0.874 2.61 6F2T 12.00 0.000 CPVC 150 1.40 0 67.00 0.324 40 0.00 13.50 0.00 18.37 0.75 8.05 0.03894 53.50 2.356 42 0.00 13.50 0.00 16.02 0.874 8.05 4FT 7.00 0.000 CPVC 150 4.31 0 60.50 2.356 8 0.00 10.50 0.00 17.32 0.75 0.00 0.00000 15.00 0.000 42 0.00 13.50 0.00 16.02 0.874 0.00 2F2E 16.00 -1.299 CPVC 150 0.00 0 31.00 -1.299 10 0.00 14.50 0.00 15.59 0.75 0.00 0.00000 4.00 0.000 42 0.00 13.50 0.00 16.02 0.874 0.00 T 3.00 0.433 CPVC 150 0.00 0 7.00 0.433 22 0.00 25.00 0.00 9.50 0.75 0.00 0.10604 11.50 1.538 42 0.00 13.50 0.00 16.02 0.874 13.84 T 3.00 4.980 CPVC 150 7.40 0 14.50 6.517 12 0.00 14.50 0.00 17.37 0.75 0.00 0.00000 4.00 0.000 44 0.00 16.50 0.00 16.51 0.874 0.00 T 3.00 -0.866 CPVC 150 0.00 0 7.00 -0.866 28 0.00 25.00 0.00 12.52 0.75 0.00 0.02693 8.50 0.310 44 0.00 16.50 0.00 16.51 0.874 6.60 T 3.00 3.681 CPVC 150 3.53 0 11.50 3.990 42 0.00 13.50 0.00 16.02 0.75 5.79 0.02113 63.50 1.786 44 0.00 16.50 0.00 16.51 0.874 5.79 5FE3T 21.00 -1.299 CPVC 150 3.10 0 84.50 0.487 32 0.00 25.00 0.00 13.78 0.75 0.00 0.01970 11.50 0.365 46 0.00 13.50 0.00 19.12 0.874 5.57 E 7.00 4.980 CPVC 150 2.98 0 18.50 5.344 38 0.00 12.50 0.00 19.44 0.75 0.00 0.00484 37.50 0.274 48 0.00 13.50 0.00 19.28 0.874 2.61 5F2E 19.00 -0.433 CPVC 150 1.40 0 56.50 -0.159 46 0.00 13.50 0.00 19.12 0.75 0.00 0.01970 5.00 0.158 48 0.00 13.50 0.00 19.28 0.874 5.57 T 3.00 0.000 CPVC 150 2.98 0 8.00 0.158 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 40 0.00 13.50 0.00 18.37 0.75 5.44 0.01887 53.50 1.104 49 0.00 13.50 0.00 19.48 0.874 5.44 5F 5.00 0.000 CPVC 150 2.91 0 58.50 1.104 48 0.00 13.50 0.00 19.28 0.75 0.00 0.04011 4.00 0.201 49 0.00 13.50 0.00 19.48 0.874 8.18 F 1.00 0.000 CPVC 150 4.38 0 5.00 0.201 44 0.00 16.50 0.00 16.51 0.75 0.00 0.08635 53.00 5.440 50 0.00 16.50 0.00 21.95 0.874 12.39 4F2T 10.00 0.000 CPVC 150 6.62 0 63.00 5.440 49 0.00 13.50 0.00 19.48 0.75 0.00 0.10303 20.20 3.833 52 0.00 16.50 0.00 22.01 0.874 13.63 3F2E 17.00 -1.299 CPVC 150 7.29 0 37.20 2.534 50 0.00 16.50 0.00 21.95 0.75 1.11 0.00100 55.00 0.066 52 0.00 16.50 0.00 22.01 0.874 1.11 5F2T 11.00 0.000 CPVC 150 0.60 0 66.00 0.066 50 0.00 16.50 0.00 21.95 0.75 11.27 0.07254 52.00 5.441 54 0.00 12.50 0.00 29.12 0.874 11.27 3F2E2T 23.00 1.732 CPVC 150 6.03 0 75.00 7.173 52 0.00 16.50 0.00 22.01 0.75 0.00 0.11914 74.00 12.629 56 0.00 14.50 0.00 35.51 0.874 14.74 5F3E2T 32.00 0.866 CPVC 150 7.88 0 106.00 13.495 54 0.00 12.50 0.00 29.12 0.75 0.00 0.07254 64.00 7.254 56 0.00 14.50 0.00 35.51 0.874 11.27 6F3E3T 36.00 -0.866 CPVC 150 6.03 0 100.00 6.388 56 0.00 14.50 0.00 35.51 1.00 0.00 0.11070 16.00 4.428 100 0.00 10.50 0.00 41.67 1.101 26.01 3F3E 24.00 1.732 CPVC 150 8.77 0 40.00 6.160 100 0.00 10.50 0.00 41.67 1.00 0.00 0.11070 10.50 2.779 125 0.00 0.00 0.00 48.99 1.101 26.01 2FEC 14.60 4.547 CPVC 150 8.77 0 25.10 7.325 125 0.00 0.00 0.00 48.99 1.00 0.00 0.15684 1.00 1.255 140 0.00 0.00 5.00 50.25 1.025 26.01 T 7.00 0.000 TYPE L COPPER TUBE 150 10.11 0 8.00 1.255 140 0.00 0.00 5.00 50.25 1.25 5.00 0.07793 4.00 1.029 160 0.00 -3.00 0.00 52.57 1.265 31.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.92 0 13.20 2.328 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 5 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) 160 0.00 -3.00 0.00 52.57 2.00 0.00 0.01340 40.00 0.630 180 0.00 -4.00 0.00 53.64 1.816 31.01 F 7.00 0.433 HDPE SDR-9 150 3.84 0 47.00 1.063 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 6 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:0.051 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:26.01 gpm Average Sprinkler Flow:13.01 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 125 - 140 ) 10.11 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 140 ) 0.69 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0065 psi Actual Average Nodal Pressure Imbalance: 0.0024 psi Actual Maximum Nodal Flow Imbalance: 0.0250 gpm Actual Average Nodal Flow Imbalance: 0.0024 gpm Overall Network Summary Number Of Unique Pipe Sections: 37 Number Of Flowing Sprinklers:2 Pipe System Water Volume:32.67 gal Sprinkler Flow:26.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:53.64 psi Demand Flow At System Inflow Node: 31.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 61 5555 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 61.4 psi Test Residual Pressure: 55 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 53.64 psi Calculated Flow Rate: 31.01 gpm Excess Available Residual Pressure At Calculated Flow: 7.75 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 Madison 42 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Madison 42 Project File Name: Mad 42..fiw Designed By: Chad Ryan Date: 4/14/22 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: 53804 Ross Ave 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: 162 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: 61.40 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 55.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 38.49 psi Available Residual Pressure At System Flow:61.39 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: 32 Number Of Active Pipes: 36 Number Of Inactive Pipes: 121 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 7 4.90 10.00 17.01 12.05 0.75 17.01 0.15524 0.50 1.164 8 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 25.00 0.00 11.82 0.75 0.00 0.00000 2.50 0.000 22 0.00 25.00 0.00 11.82 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.50 0.000 22 0.00 25.00 0.00 11.82 0.75 5.57 0.01968 11.50 0.285 42 0.00 13.50 0.00 16.51 0.874 5.57 T 3.00 -4.980 CPVC 150 2.98 0 14.50 -4.694 4 0.00 25.00 0.00 12.02 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 12.02 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 6 0.00 25.00 0.00 12.02 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 12.02 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 22 0.00 25.00 0.00 11.82 0.75 0.00 0.01968 8.50 0.207 24 0.00 25.00 0.00 12.02 0.874 5.57 2F 2.00 0.000 CPVC 150 2.98 0 10.50 0.207 24 0.00 25.00 0.00 12.02 0.75 0.00 0.01968 34.00 0.807 26 0.00 25.00 0.00 12.83 0.874 5.57 4FT 7.00 0.000 CPVC 150 2.98 0 41.00 0.807 26 0.00 25.00 0.00 12.83 0.75 2.70 0.00514 18.00 0.134 28 0.00 25.00 0.00 12.96 0.874 2.70 FE 8.00 0.000 CPVC 150 1.44 0 26.00 0.134 26 0.00 25.00 0.00 12.83 0.75 2.87 0.00578 46.00 0.307 30 0.00 25.00 0.00 13.14 0.874 2.87 7F 7.00 0.000 CPVC 150 1.54 0 53.00 0.307 30 0.00 25.00 0.00 13.14 0.75 0.00 0.00578 34.50 0.269 32 0.00 25.00 0.00 13.41 0.874 2.87 5FE 12.00 0.000 CPVC 150 1.54 0 46.50 0.269 34 0.00 14.50 0.00 17.93 0.75 0.00 0.00000 10.50 0.000 36 0.00 14.50 0.00 17.93 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 12.50 0.000 36 0.00 14.50 0.00 17.93 0.75 0.00 0.00000 18.00 0.000 38 0.00 12.50 0.00 18.79 0.874 0.00 2E2T 20.00 -0.866 CPVC 150 0.00 0 38.00 -0.866 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 38 0.00 12.50 0.00 18.79 0.75 0.00 0.00312 43.00 0.197 39 0.00 13.50 0.00 18.17 0.874 2.06 6F2E 20.00 0.433 CPVC 150 1.10 0 63.00 0.630 39 0.00 13.50 0.00 18.17 0.75 2.06 0.00312 55.00 0.209 40 0.00 13.50 0.00 17.96 0.874 2.06 6F2T 12.00 0.000 CPVC 150 1.10 0 67.00 0.209 40 0.00 13.50 0.00 17.96 0.75 6.18 0.02389 53.50 1.445 42 0.00 13.50 0.00 16.51 0.874 6.18 4FT 7.00 0.000 CPVC 150 3.31 0 60.50 1.445 8 0.00 10.50 0.00 13.00 0.75 0.00 0.15522 15.00 4.812 42 0.00 13.50 0.00 16.51 0.874 17.01 2F2E 16.00 -1.299 CPVC 150 9.09 0 31.00 3.513 10 0.00 14.50 0.00 16.08 0.75 0.00 0.00000 4.00 0.000 42 0.00 13.50 0.00 16.51 0.874 0.00 T 3.00 0.433 CPVC 150 0.00 0 7.00 0.433 12 0.00 14.50 0.00 17.57 0.75 0.00 0.00000 4.00 0.000 44 0.00 16.50 0.00 16.70 0.874 0.00 T 3.00 -0.866 CPVC 150 0.00 0 7.00 -0.866 28 0.00 25.00 0.00 12.96 0.75 0.00 0.00514 8.50 0.059 44 0.00 16.50 0.00 16.70 0.874 2.70 T 3.00 3.681 CPVC 150 1.44 0 11.50 3.740 42 0.00 13.50 0.00 16.51 0.75 0.00 0.01766 63.50 1.492 44 0.00 16.50 0.00 16.70 0.874 5.25 5FE3T 21.00 -1.299 CPVC 150 2.81 0 84.50 0.193 32 0.00 25.00 0.00 13.41 0.75 0.00 0.00578 11.50 0.107 46 0.00 13.50 0.00 18.49 0.874 2.87 E 7.00 4.980 CPVC 150 1.54 0 18.50 5.086 38 0.00 12.50 0.00 18.79 0.75 2.06 0.00312 37.50 0.176 48 0.00 13.50 0.00 18.54 0.874 2.06 5F2E 19.00 -0.433 CPVC 150 1.10 0 56.50 -0.257 46 0.00 13.50 0.00 18.49 0.75 0.00 0.00578 5.00 0.046 48 0.00 13.50 0.00 18.54 0.874 2.87 T 3.00 0.000 CPVC 150 1.54 0 8.00 0.046 40 0.00 13.50 0.00 17.96 0.75 4.13 0.01130 53.50 0.661 49 0.00 13.50 0.00 18.62 0.874 4.13 5F 5.00 0.000 CPVC 150 2.21 0 58.50 0.661 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 48 0.00 13.50 0.00 18.54 0.75 0.00 0.01572 4.00 0.079 49 0.00 13.50 0.00 18.62 0.874 4.93 F 1.00 0.000 CPVC 150 2.64 0 5.00 0.079 44 0.00 16.50 0.00 16.70 0.75 0.00 0.03801 53.00 2.395 50 0.00 16.50 0.00 19.10 0.874 7.95 4F2T 10.00 0.000 CPVC 150 4.25 0 63.00 2.395 49 0.00 13.50 0.00 18.62 0.75 0.00 0.04840 20.20 1.800 52 0.00 16.50 0.00 19.12 0.874 9.06 3F2E 17.00 -1.299 CPVC 150 4.84 0 37.20 0.501 50 0.00 16.50 0.00 19.10 0.75 0.58 0.00030 55.00 0.020 52 0.00 16.50 0.00 19.12 0.874 0.58 5F2T 11.00 0.000 CPVC 150 0.31 0 66.00 0.020 50 0.00 16.50 0.00 19.10 0.75 7.37 0.03302 52.00 2.476 54 0.00 12.50 0.00 23.31 0.874 7.37 3F2E2T 23.00 1.732 CPVC 150 3.94 0 75.00 4.208 52 0.00 16.50 0.00 19.12 0.75 0.00 0.05432 74.00 5.758 56 0.00 14.50 0.00 25.74 0.874 9.64 5F3E2T 32.00 0.866 CPVC 150 5.16 0 106.00 6.624 54 0.00 12.50 0.00 23.31 0.75 0.00 0.03302 64.00 3.302 56 0.00 14.50 0.00 25.74 0.874 7.37 6F3E3T 36.00 -0.866 CPVC 150 3.94 0 100.00 2.436 56 0.00 14.50 0.00 25.74 1.00 0.00 0.05043 16.00 2.017 100 0.00 10.50 0.00 29.49 1.101 17.01 3F3E 24.00 1.732 CPVC 150 5.73 0 40.00 3.749 100 0.00 10.50 0.00 29.49 1.00 0.00 0.05043 10.50 1.266 125 0.00 0.00 0.00 35.30 1.101 17.01 2FEC 14.60 4.547 CPVC 150 5.73 0 25.10 5.812 125 0.00 0.00 0.00 35.30 1.00 0.00 0.07145 1.00 0.572 140 0.00 0.00 5.00 35.88 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 35.88 1.25 5.00 0.04131 4.00 0.545 160 0.00 -3.00 0.00 37.72 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 37.72 2.00 0.00 0.00710 40.00 0.334 180 0.00 -4.00 0.00 38.49 1.816 22.01 F 7.00 0.433 HDPE SDR-9 150 2.73 0 47.00 0.767 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 5 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) Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:7 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 7 - 8 ) 9.09 ft/sec Maximum Velocity Pressure ( In Pipe 7 - 8 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0042 psi Actual Average Nodal Pressure Imbalance: 0.0022 psi Actual Maximum Nodal Flow Imbalance: 0.0037 gpm Actual Average Nodal Flow Imbalance: 0.0005 gpm Overall Network Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers:1 Pipe System Water Volume:32.53 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:38.49 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 61 5555 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 61.4 psi Test Residual Pressure: 55 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 38.49 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 22.91 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 Madison 42 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Madison 42 Project File Name: Mad 42..fiw Designed By: Chad Ryan Date: 4/14/22 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 4 Building Owner: Contact at Building:Phone at Building: Address Of Building: 53804 Ross Ave 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: 162 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: 61.40 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 55.00 psi Calculated System Flow Rate: 31.26 gpm Calculated Inflow Residual Pressure: 45.94 psi Available Residual Pressure At System Flow:61.39 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: 33 Number Of Active Pipes: 37 Number Of Inactive Pipes: 120 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 9 4.90 14.00 13.01 7.05 0.75 13.01 0.09456 0.50 0.709 10 0.00 14.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 11 4.90 14.00 13.26 7.32 0.75 13.26 0.09788 0.50 0.734 12 0.00 14.50 0.00 7.84 0.874 13.25 E 7.00 -0.217 CPVC 150 7.09 0 7.50 0.518 2 0.00 25.00 0.00 3.76 0.75 0.00 0.00000 2.50 0.000 22 0.00 25.00 0.00 3.76 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.50 0.000 22 0.00 25.00 0.00 3.76 0.75 3.19 0.00700 11.50 0.102 42 0.00 13.50 0.00 8.64 0.874 3.19 T 3.00 -4.980 CPVC 150 1.70 0 14.50 -4.878 4 0.00 25.00 0.00 3.83 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 3.83 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 6 0.00 25.00 0.00 3.83 0.75 0.00 0.00000 6.00 0.000 24 0.00 25.00 0.00 3.83 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 9.00 0.000 22 0.00 25.00 0.00 3.76 0.75 0.00 0.00700 8.50 0.074 24 0.00 25.00 0.00 3.83 0.874 3.19 2F 2.00 0.000 CPVC 150 1.70 0 10.50 0.074 24 0.00 25.00 0.00 3.83 0.75 0.00 0.00700 34.00 0.287 26 0.00 25.00 0.00 4.12 0.874 3.19 4FT 7.00 0.000 CPVC 150 1.70 0 41.00 0.287 26 0.00 25.00 0.00 4.12 0.75 0.00 0.00387 18.00 0.101 28 0.00 25.00 0.00 4.02 0.874 2.31 FE 8.00 0.000 CPVC 150 1.24 0 26.00 0.101 28 0.00 25.00 0.00 4.02 0.75 2.31 0.00387 8.50 0.045 44 0.00 16.50 0.00 7.66 0.874 2.31 T 3.00 -3.681 CPVC 150 1.24 0 11.50 -3.636 26 0.00 25.00 0.00 4.12 0.75 0.00 0.01923 46.00 1.019 30 0.00 25.00 0.00 5.14 0.874 5.50 7F 7.00 0.000 CPVC 150 2.94 0 53.00 1.019 30 0.00 25.00 0.00 5.14 0.75 0.00 0.01923 34.50 0.894 32 0.00 25.00 0.00 6.03 0.874 5.50 5FE 12.00 0.000 CPVC 150 2.94 0 46.50 0.894 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 34 0.00 14.50 0.00 10.85 0.75 0.00 0.00000 10.50 0.000 36 0.00 14.50 0.00 10.85 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 12.50 0.000 36 0.00 14.50 0.00 10.85 0.75 0.00 0.00000 18.00 0.000 38 0.00 12.50 0.00 11.71 0.874 0.00 2E2T 20.00 -0.866 CPVC 150 0.00 0 38.00 -0.866 38 0.00 12.50 0.00 11.71 0.75 0.00 0.00426 43.00 0.268 39 0.00 13.50 0.00 11.01 0.874 2.43 6F2E 20.00 0.433 CPVC 150 1.30 0 63.00 0.701 39 0.00 13.50 0.00 11.01 0.75 2.43 0.00426 55.00 0.285 40 0.00 13.50 0.00 10.73 0.874 2.43 6F2T 12.00 0.000 CPVC 150 1.30 0 67.00 0.285 40 0.00 13.50 0.00 10.73 0.75 7.55 0.03455 53.50 2.090 42 0.00 13.50 0.00 8.64 0.874 7.55 4FT 7.00 0.000 CPVC 150 4.04 0 60.50 2.090 8 0.00 10.50 0.00 9.94 0.75 0.00 0.00000 15.00 0.000 42 0.00 13.50 0.00 8.64 0.874 0.00 2F2E 16.00 -1.299 CPVC 150 0.00 0 31.00 -1.299 10 0.00 14.50 0.00 7.54 0.75 0.00 0.09456 4.00 0.662 42 0.00 13.50 0.00 8.64 0.874 13.01 T 3.00 0.433 CPVC 150 6.96 0 7.00 1.095 12 0.00 14.50 0.00 7.84 0.75 0.00 0.09791 4.00 0.685 44 0.00 16.50 0.00 7.66 0.874 13.26 T 3.00 -0.866 CPVC 150 7.09 0 7.00 -0.181 42 0.00 13.50 0.00 8.64 0.75 0.00 0.00375 63.50 0.317 44 0.00 16.50 0.00 7.66 0.874 2.27 5FE3T 21.00 -1.299 CPVC 150 1.22 0 84.50 -0.982 32 0.00 25.00 0.00 6.03 0.75 0.00 0.01923 11.50 0.356 46 0.00 13.50 0.00 11.37 0.874 5.50 E 7.00 4.980 CPVC 150 2.94 0 18.50 5.335 38 0.00 12.50 0.00 11.71 0.75 2.43 0.00426 37.50 0.241 48 0.00 13.50 0.00 11.52 0.874 2.43 5F2E 19.00 -0.433 CPVC 150 1.30 0 56.50 -0.192 46 0.00 13.50 0.00 11.37 0.75 0.00 0.01923 5.00 0.154 48 0.00 13.50 0.00 11.52 0.874 5.50 T 3.00 0.000 CPVC 150 2.94 0 8.00 0.154 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 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) 40 0.00 13.50 0.00 10.73 0.75 5.11 0.01681 53.50 0.984 49 0.00 13.50 0.00 11.71 0.874 5.11 5F 5.00 0.000 CPVC 150 2.74 0 58.50 0.984 48 0.00 13.50 0.00 11.52 0.75 0.00 0.03788 4.00 0.189 49 0.00 13.50 0.00 11.71 0.874 7.93 F 1.00 0.000 CPVC 150 4.24 0 5.00 0.189 44 0.00 16.50 0.00 7.66 0.75 13.21 0.09735 53.00 6.133 50 0.00 16.50 0.00 13.79 0.874 13.21 4F2T 10.00 0.000 CPVC 150 7.07 0 63.00 6.133 49 0.00 13.50 0.00 11.71 0.75 0.00 0.09510 20.20 3.538 52 0.00 16.50 0.00 13.95 0.874 13.05 3F2E 17.00 -1.299 CPVC 150 6.98 0 37.20 2.239 50 0.00 16.50 0.00 13.79 0.75 1.81 0.00245 55.00 0.162 52 0.00 16.50 0.00 13.95 0.874 1.81 5F2T 11.00 0.000 CPVC 150 0.97 0 66.00 0.162 50 0.00 16.50 0.00 13.79 0.75 11.41 0.07415 52.00 5.562 54 0.00 12.50 0.00 21.08 0.874 11.41 3F2E2T 23.00 1.732 CPVC 150 6.10 0 75.00 7.294 52 0.00 16.50 0.00 13.95 0.75 0.00 0.12090 74.00 12.815 56 0.00 14.50 0.00 27.63 0.874 14.86 5F3E2T 32.00 0.866 CPVC 150 7.94 0 106.00 13.681 54 0.00 12.50 0.00 21.08 0.75 0.00 0.07415 64.00 7.415 56 0.00 14.50 0.00 27.63 0.874 11.41 6F3E3T 36.00 -0.866 CPVC 150 6.10 0 100.00 6.549 56 0.00 14.50 0.00 27.63 1.00 0.00 0.11269 16.00 4.507 100 0.00 10.50 0.00 33.87 1.101 26.26 3F3E 24.00 1.732 CPVC 150 8.85 0 40.00 6.239 100 0.00 10.50 0.00 33.87 1.00 0.00 0.11269 10.50 2.828 125 0.00 0.00 0.00 41.25 1.101 26.26 2FEC 14.60 4.547 CPVC 150 8.85 0 25.10 7.375 125 0.00 0.00 0.00 41.25 1.00 0.00 0.15964 1.00 1.277 140 0.00 0.00 5.00 42.52 1.025 26.26 T 7.00 0.000 TYPE L COPPER TUBE 150 10.21 0 8.00 1.277 140 0.00 0.00 5.00 42.52 1.25 5.00 0.07911 4.00 1.044 160 0.00 -3.00 0.00 44.87 1.265 31.26 3EG 9.20 1.299 TYPE L COPPER TUBE 150 7.98 0 13.20 2.343 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 5 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) 160 0.00 -3.00 0.00 44.87 2.00 0.00 0.01360 40.00 0.639 180 0.00 -4.00 0.00 45.94 1.816 31.26 F 7.00 0.433 HDPE SDR-9 150 3.87 0 47.00 1.072 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:9 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:0.051 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:26.27 gpm Average Sprinkler Flow:13.13 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 125 - 140 ) 10.21 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 140 ) 0.70 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0038 psi Actual Average Nodal Pressure Imbalance: 0.0020 psi Actual Maximum Nodal Flow Imbalance: 0.0037 gpm Actual Average Nodal Flow Imbalance: 0.0005 gpm Overall Network Summary Number Of Unique Pipe Sections: 37 Number Of Flowing Sprinklers:2 Pipe System Water Volume:33.90 gal Sprinkler Flow:26.27 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:45.94 psi Demand Flow At System Inflow Node: 31.26 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Madison 42 Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 61 5555 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 61.4 psi Test Residual Pressure: 55 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 45.94 psi Calculated Flow Rate: 31.26 gpm Excess Available Residual Pressure At Calculated Flow: 15.45 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org June 9, 2022 J D Mechanical Fire Inc 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 42 FSS2022-0205 / 53804 ROSS AVENUE, 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: 53804 ROSS AVE PERMIT#: FSS2022-0205 DATE ISSUED: 6/9/2022 DESCRIPTION: MADISON CLUB – LOT 42 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. 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.