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FSS2022-0230ADDITIONAL 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 Amanda@JDMECHANI CAL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 amanda@JDMECHANIC AL.CO OWNER BARBARY IS READY LLC 81370 PEARY PLACE LA QUINTA CA 92253 (760)775-6220 CONDITIONS Description: BARBARA IS READY LLC /FIRE SPRINKLERS / BRES2021-0410 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: ISSUED Applied: 6/7/2022 ECON Parcel No: 767680028 Site Address: 81370 PEARY PL LA QUINTA,CA 92253 Approved: 7/14/2022 KHET Subdivision: TR 33076-1 Block: Lot: 66 Issued: 8/16/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: 7/11/2023 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Thursday, April 13, 2023 2:50:47 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0230 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES 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 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $175.00 $175.00 12/27/22 WEB13911 777349132 CREDIT 1020141 ECON FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $175.00 $175.00 4/7/23 WEB14831 847737231 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $250.00 $250.00 8/16/22 WEB12777 708322555 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $250.00 $250.00 8/16/22 WEB12777 708322555 CREDIT 1020141 ECON Total Paid for FIRE FEES: $1,025.00 $1,025.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 8/16/22 WEB12777 708322555 CREDIT 1020141 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 8/16/22 WEB12777 708322555 CREDIT 1020141 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,041.00 $1,041.00 Printed: Thursday, April 13, 2023 2:50:47 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0230 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL SENJU 8464 Senju Concealed 4.9.pdf 1 BOND INFORMATION OVERHEAD ROUGH PIPING KHET 9/6/2022 9/6/2022 DISAPPROVE D SEE NOTES MEP not finished and unable to confirm clearance of issues. Need insulation of CPVC where potential contact of jacketed electrical wiring. As-built installation noted on plans in Attachments. - Require revised plans and calcs based on as-built conditions prior to next inspection/reinspection. OVERHEAD HYRO KHET 9/6/2022 9/6/2022 APPROVED No leaks OVERHEAD ROUGH PIPING KHET 1/12/2023 1/12/2023 APPROVED SEE NOTES Another round of revised plans and calcs based on the 1/12/2023 inspection notes in attachments is required prior to final. FIRE FINAL**LRO 4/13/2023 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 6/7/2022 6/21/2022 7/14/2022 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 6/7/2022 6/8/2022 6/8/2022 COMPLETE 2ND FIRE (1 WK)KOHL HETRICK 12/9/2022 12/16/2022 1/9/2023 APPROVED REVISED PLANS/CALCS 3RD FIRE (1 WK)KOHL HETRICK 3/24/2023 3/31/2023 4/6/2023 APPROVED SEE ATTACHMENTS PARENT PROJECTS Printed: Thursday, April 13, 2023 2:50:47 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0230 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCULATIONS 1 AREA 1.pdf 1 DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCULATIONS 2 AREA 2.pdf 1 DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCULATIONS 3 AREA 3.pdf 1 DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCULATIONS 4 AREA 4.pdf 1 DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL SPRINKLER PLAN LOT 66 FS PLAN.pdf 1 DOC 6/7/2022 Etrakit Contractor 1ST SUBMITTAL CVWD Scan_0184.pdf 1 DOC 12/9/2022 Etrakit Contractor AREA 1 as lot 66.pdf 1 DOC 12/9/2022 Etrakit Contractor AREA 2 as lot 66.pdf 1 DOC 12/9/2022 Etrakit Contractor AREA 3 as lot 66.pdf 1 DOC 12/9/2022 Etrakit Contractor AREA 4 as lot 66.pdf 1 DOC 12/9/2022 Etrakit Contractor LOT 66 AS BUILT as lot 66.pdf 1 DOC 1/5/2023 Etrakit Contractor AREA 1 ab x2 66.pdf 1 DOC 1/5/2023 Etrakit Contractor AREA 2 ab x2 66.pdf 1 DOC 1/5/2023 Etrakit Contractor AREA 3 ab x2 66.pdf 1 DOC 1/5/2023 Etrakit Contractor AREA 4 ab x2 66.pdf 1 DOC 1/5/2023 Etrakit Contractor LOT 66 AS BUILT x2.pdf 1 DOC 3/24/2023 Etrakit Contractor AREA 1_1.pdf 1 DOC 3/24/2023 Etrakit Contractor AREA 2_1.pdf 1 Printed: Thursday, April 13, 2023 2:50:47 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0230 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/24/2023 Etrakit Contractor AREA 3_1.pdf 1 DOC 3/24/2023 Etrakit Contractor AREA 4_1.pdf 1 DOC 3/24/2023 Etrakit Contractor LOT 66 AS BUILT_1.pdf 1 DOC 7/14/2022 KOHL HETRICK FSS2022-0230 - APPROVED PLANS AND CALCS.pdf FSS2022-0230 - APPROVED PLANS AND CALCS.pdf 1 DOC 7/14/2022 KOHL HETRICK FSS2022-0230 - COA AND JOB CARD.pdf FSS2022-0230 - COA AND JOB CARD.pdf 1 DOC 9/6/2022 KOHL HETRICK FSS2022-0230 - 9-6-2022 - Insp Notes.pdf FSS2022-0230 - 9-6-2022 - Insp Notes.pdf 1 DOC 1/9/2023 KOHL HETRICK FSS2022-0230 - REVISED PLANS AND CALCS - APPROVED.pdf FSS2022-0230 - REVISED PLANS AND CALCS - APPROVED.pdf 1 DOC 1/12/2023 KOHL HETRICK FSS2022-0230 - 1-12- 2023 - INSP NOTES.pdf FSS2022-0230 - 1-12- 2023 - INSP NOTES.pdf 1 DOC 4/6/2023 KOHL HETRICK FSS2022-0230 - REVISED 2 PLANS AND CALCS - APPROVED.pdf FSS2022-0230 - REVISED 2 PLANS AND CALCS - APPROVED.pdf 1 Printed: Thursday, April 13, 2023 2:50:47 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0230 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST04/06/2023 3:26:33 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 # -FSS2022-0230 - REV2Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Lot 66 Project File Name: Lot 66..fi7 Designed By: Chad Ryan Date: 12/6/22 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: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: 59.30 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 53.40 psi Calculated System Flow Rate: 31.16 gpm Calculated Inflow Residual Pressure: 46.15 psi Available Residual Pressure At System Flow:54.17 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: 34 Number Of Active Pipes: 36 Number Of Inactive Pipes: 164 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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 13.01 7.05 1.00 13.01 0.03069 0.50 0.230 2 0.00 12.50 0.00 7.06 1.101 13.00 E 7.00 -0.217 CPVC 150 4.38 0 7.50 0.014 2 0.00 12.50 0.00 7.06 1.00 0.00 0.03069 1.00 0.092 4 0.00 12.50 0.00 7.16 1.101 13.00 2F 2.00 0.000 CPVC 150 4.38 0 3.00 0.092 3 4.90 12.00 13.15 7.20 1.00 13.15 0.03132 0.50 0.172 4 0.00 12.50 0.00 7.16 1.101 13.15 T 5.00 -0.217 CPVC 150 4.43 0 5.50 -0.044 8 0.00 24.50 0.00 7.84 1.00 0.00 0.00000 9.50 0.000 10 0.00 24.50 0.00 7.84 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 12 0.00 15.50 0.00 10.91 1.00 0.00 0.00000 11.50 0.000 14 0.00 15.50 0.00 10.91 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 7.16 1.00 0.00 0.11178 12.50 2.515 22 0.00 12.50 0.00 9.67 1.101 26.15 2T 10.00 0.000 CPVC 150 8.81 0 22.50 2.515 6 0.00 12.50 0.00 10.03 1.00 0.00 0.00000 17.50 0.000 24 0.00 12.50 0.00 10.03 1.101 0.00 F2T 11.00 0.000 CPVC 150 0.00 0 28.50 0.000 22 0.00 12.50 0.00 9.67 1.00 13.04 0.03085 5.50 0.355 24 0.00 12.50 0.00 10.03 1.101 13.04 FT 6.00 0.000 CPVC 150 4.39 0 11.50 0.355 22 0.00 12.50 0.00 9.67 1.00 13.11 0.03116 12.00 0.405 26 0.00 12.50 0.00 10.08 1.101 13.11 F 1.00 0.000 CPVC 150 4.42 0 13.00 0.405 10 0.00 24.50 0.00 7.84 1.00 0.00 0.00000 15.50 0.000 28 0.00 24.50 0.00 7.84 1.101 0.00 E2T 17.00 0.000 CPVC 150 0.00 0 32.50 0.000 28 0.00 24.50 0.00 7.84 1.00 0.00 0.00266 37.50 0.174 30 0.00 24.50 0.00 7.66 1.101 3.47 2F3ET 28.00 0.000 CPVC 150 1.17 0 65.50 0.174 30 0.00 24.50 0.00 7.66 1.00 0.00 0.00266 12.50 0.052 32 0.00 12.00 0.00 13.03 1.101 3.47 E 7.00 -5.413 CPVC 150 1.17 0 19.50 -5.361 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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 12.00 0.00 13.03 1.00 3.47 0.00266 1.50 0.007 34 0.00 12.00 0.00 13.02 1.101 3.47 F 1.00 0.000 CPVC 150 1.17 0 2.50 0.007 24 0.00 12.50 0.00 10.03 1.00 0.00 0.03085 55.00 2.776 34 0.00 12.00 0.00 13.02 1.101 13.04 2F4ET 35.00 0.217 CPVC 150 4.39 0 90.00 2.993 28 0.00 24.50 0.00 7.84 1.00 0.00 0.00266 35.50 0.196 36 0.00 24.50 0.00 8.03 1.101 3.47 5F4ET 38.00 0.000 CPVC 150 1.17 0 73.50 0.196 36 0.00 24.50 0.00 8.03 1.00 0.00 0.00266 35.00 0.144 38 0.00 24.50 0.00 8.18 1.101 3.47 2FE2T 19.00 0.000 CPVC 150 1.17 0 54.00 0.144 14 0.00 15.50 0.00 10.91 1.00 0.00 0.00000 9.00 0.000 40 0.00 15.50 0.00 10.91 1.101 0.01 T 5.00 0.000 CPVC 150 0.00 0 14.00 0.000 40 0.00 15.50 0.00 10.91 1.00 0.00 0.00483 38.50 0.389 42 0.00 15.50 0.00 10.53 1.101 4.79 2F5ET 42.00 0.000 CPVC 150 1.61 0 80.50 0.389 42 0.00 15.50 0.00 10.53 1.00 4.79 0.00483 29.00 0.377 44 0.00 12.50 0.00 11.45 1.101 4.79 2F6ET 49.00 -1.299 CPVC 150 1.61 0 78.00 -0.922 26 0.00 12.50 0.00 10.08 1.00 0.00 0.03116 32.00 1.371 44 0.00 12.50 0.00 11.45 1.101 13.11 7FT 12.00 0.000 CPVC 150 4.42 0 44.00 1.371 40 0.00 15.50 0.00 10.91 1.00 0.00 0.00484 26.00 0.416 46 0.00 15.50 0.00 11.33 1.101 4.79 4F8E 60.00 0.000 CPVC 150 1.62 0 86.00 0.416 46 0.00 15.50 0.00 11.33 1.00 0.00 0.00484 31.00 0.320 48 0.00 13.00 0.00 12.73 1.101 4.79 2F4ET 35.00 1.083 CPVC 150 1.62 0 66.00 1.402 44 0.00 12.50 0.00 11.45 1.00 8.32 0.01344 44.00 0.954 50 0.00 15.50 0.00 11.10 1.101 8.32 8F2ET 27.00 -1.299 CPVC 150 2.80 0 71.00 -0.345 48 0.00 13.00 0.00 12.73 1.00 0.00 0.00484 47.50 0.467 52 0.00 12.00 0.00 13.63 1.101 4.79 7F6E 49.00 0.433 CPVC 150 1.62 0 96.50 0.900 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 38 0.00 24.50 0.00 8.18 1.00 0.00 0.00266 12.50 0.052 54 0.00 12.00 0.00 13.64 1.101 3.47 E 7.00 5.413 CPVC 150 1.17 0 19.50 5.464 52 0.00 12.00 0.00 13.63 1.00 0.00 0.00484 3.50 0.027 56 0.00 12.00 0.00 13.66 1.101 4.79 2F 2.00 0.000 CPVC 150 1.62 0 5.50 0.027 54 0.00 12.00 0.00 13.64 1.00 0.00 0.00266 1.50 0.017 56 0.00 12.00 0.00 13.66 1.101 3.47 T 5.00 0.000 CPVC 150 1.17 0 6.50 0.017 50 0.00 15.50 0.00 11.10 1.00 0.00 0.01344 41.00 1.089 58 0.00 12.00 0.00 13.71 1.101 8.32 2F4E2T 40.00 1.516 CPVC 150 2.80 0 81.00 2.604 56 0.00 12.00 0.00 13.66 1.00 0.00 0.01326 2.50 0.046 58 0.00 12.00 0.00 13.71 1.101 8.26 F 1.00 0.000 CPVC 150 2.78 0 3.50 0.046 34 0.00 12.00 0.00 13.02 1.00 9.57 0.01742 78.50 1.698 60 0.00 12.00 0.00 14.72 1.101 9.57 9F2T 19.00 0.000 CPVC 150 3.23 0 97.50 1.698 58 0.00 12.00 0.00 13.71 1.00 0.00 0.04813 15.00 1.011 60 0.00 12.00 0.00 14.72 1.101 16.58 FT 6.00 0.000 CPVC 150 5.59 0 21.00 1.011 60 0.00 12.00 0.00 14.72 1.00 0.00 0.11183 11.50 2.628 100 0.00 12.00 0.00 17.34 1.101 26.16 ET 12.00 0.000 CPVC 150 8.81 0 23.50 2.628 100 0.00 12.00 0.00 17.34 1.00 0.00 0.11183 12.50 3.031 125 0.00 0.00 0.00 25.57 1.101 26.16 2FEC 14.60 5.196 CPVC 150 8.81 0 27.10 8.227 125 0.00 0.00 0.00 25.57 1.00 0.00 0.15843 44.00 12.675 140 0.00 0.00 5.00 38.25 1.025 26.16 12E 36.00 0.000 TYPE L COPPER TUBE 150 10.17 0 80.00 12.675 140 0.00 0.00 5.00 38.25 1.25 5.00 0.07860 3.00 0.959 160 0.00 -2.00 0.00 40.07 1.265 31.16 3EG 9.20 0.866 TYPE L COPPER TUBE 150 7.95 0 12.20 1.825 160 0.00 -2.00 0.00 40.07 1.50 0.00 0.04003 135.00 5.644 180 0.00 -3.00 0.00 46.15 1.453 31.16 F 6.00 0.433 HDPE SDR-9 150 6.03 0 141.00 6.077 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:1 HMD Actual Residual Pressure:7.05 psi HMD Actual 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:26.16 gpm Average Sprinkler Flow:13.08 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 125 - 140 ) 10.17 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: 0.0086 psi Actual Average Nodal Pressure Imbalance: 0.0037 psi Actual Maximum Nodal Flow Imbalance: -0.0053 gpm Actual Average Nodal Flow Imbalance: 0.0005 gpm Overall Network Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers:2 Pipe System Water Volume:44.50 gal Sprinkler Flow:26.16 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:46.15 psi Demand Flow At System Inflow Node: 31.16 gpm C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 59 53 15 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: 59.3 psi Test Residual Pressure: 53.4 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 46.15 psi Calculated Flow Rate: 31.16 gpm Excess Available Residual Pressure At Calculated Flow: 8.02 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:03 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Lot 66 Project File Name: Lot 66..fi7 Designed By: Chad Ryan Date: 12/6/22 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: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: 59.30 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 53.40 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 34.27 psi Available Residual Pressure At System Flow:56.6 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: 33 Number Of Active Pipes: 35 Number Of Inactive Pipes: 165 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 2 0.00 12.50 0.00 13.80 1.00 0.00 0.00000 1.00 0.000 4 0.00 12.50 0.00 13.80 1.101 0.00 2F 2.00 0.000 CPVC 150 0.00 0 3.00 0.000 5 4.90 12.00 17.01 12.05 1.00 17.01 0.05043 0.50 0.378 6 0.00 12.50 0.00 12.21 1.101 17.01 E 7.00 -0.217 CPVC 150 5.73 0 7.50 0.162 8 0.00 24.50 0.00 9.94 1.00 0.00 0.00000 9.50 0.000 10 0.00 24.50 0.00 9.94 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 12 0.00 15.50 0.00 13.55 1.00 0.00 0.00000 11.50 0.000 14 0.00 15.50 0.00 13.55 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 12.50 0.000 14 0.00 15.50 0.00 13.55 1.00 0.01 0.00000 9.00 0.000 40 0.00 15.50 0.00 13.55 1.101 0.01 T 5.00 0.000 CPVC 150 0.00 0 14.00 0.000 4 0.00 12.50 0.00 13.80 1.00 0.00 0.00000 12.50 0.000 22 0.00 12.50 0.00 13.80 1.101 0.00 2T 10.00 0.000 CPVC 150 0.00 0 22.50 0.000 22 0.00 12.50 0.00 13.80 1.00 8.13 0.01287 5.50 0.148 24 0.00 12.50 0.00 13.65 1.101 8.13 FT 6.00 0.000 CPVC 150 2.74 0 11.50 0.148 6 0.00 12.50 0.00 12.21 1.00 0.00 0.05042 17.50 1.437 24 0.00 12.50 0.00 13.65 1.101 17.00 F2T 11.00 0.000 CPVC 150 5.73 0 28.50 1.437 22 0.00 12.50 0.00 13.80 1.00 0.00 0.01288 12.00 0.167 26 0.00 12.50 0.00 13.96 1.101 8.13 F 1.00 0.000 CPVC 150 2.74 0 13.00 0.167 10 0.00 24.50 0.00 9.94 1.00 0.00 0.00000 15.50 0.000 28 0.00 24.50 0.00 9.94 1.101 0.00 E2T 17.00 0.000 CPVC 150 0.00 0 32.50 0.000 28 0.00 24.50 0.00 9.94 1.00 0.00 0.00142 37.50 0.093 30 0.00 24.50 0.00 9.85 1.101 2.47 2F3ET 28.00 0.000 CPVC 150 0.83 0 65.50 0.093 30 0.00 24.50 0.00 9.85 1.00 0.00 0.00142 12.50 0.028 32 0.00 12.00 0.00 15.23 1.101 2.47 E 7.00 -5.413 CPVC 150 0.83 0 19.50 -5.385 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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 12.00 0.00 15.23 1.00 2.47 0.00142 1.50 0.004 34 0.00 12.00 0.00 15.23 1.101 2.47 F 1.00 0.000 CPVC 150 0.83 0 2.50 0.004 24 0.00 12.50 0.00 13.65 1.00 8.87 0.01514 55.00 1.362 34 0.00 12.00 0.00 15.23 1.101 8.87 2F4ET 35.00 0.217 CPVC 150 2.99 0 90.00 1.579 28 0.00 24.50 0.00 9.94 1.00 0.00 0.00142 35.50 0.105 36 0.00 24.50 0.00 10.04 1.101 2.47 5F4ET 38.00 0.000 CPVC 150 0.83 0 73.50 0.105 36 0.00 24.50 0.00 10.04 1.00 0.00 0.00142 35.00 0.077 38 0.00 24.50 0.00 10.12 1.101 2.47 2FE2T 19.00 0.000 CPVC 150 0.83 0 54.00 0.077 40 0.00 15.50 0.00 13.55 1.00 0.00 0.00200 38.50 0.161 42 0.00 15.50 0.00 13.39 1.101 2.97 2F5ET 42.00 0.000 CPVC 150 1.00 0 80.50 0.161 42 0.00 15.50 0.00 13.39 1.00 2.97 0.00200 29.00 0.156 44 0.00 12.50 0.00 14.53 1.101 2.97 2F6ET 49.00 -1.299 CPVC 150 1.00 0 78.00 -1.143 26 0.00 12.50 0.00 13.96 1.00 0.00 0.01288 32.00 0.567 44 0.00 12.50 0.00 14.53 1.101 8.13 7FT 12.00 0.000 CPVC 150 2.74 0 44.00 0.567 40 0.00 15.50 0.00 13.55 1.00 2.97 0.00200 26.00 0.172 46 0.00 15.50 0.00 13.72 1.101 2.97 4F8E 60.00 0.000 CPVC 150 1.00 0 86.00 0.172 46 0.00 15.50 0.00 13.72 1.00 0.00 0.00200 31.00 0.132 48 0.00 13.00 0.00 14.93 1.101 2.97 2F4ET 35.00 1.083 CPVC 150 1.00 0 66.00 1.214 44 0.00 12.50 0.00 14.53 1.00 5.16 0.00556 44.00 0.395 50 0.00 15.50 0.00 13.63 1.101 5.16 8F2ET 27.00 -1.299 CPVC 150 1.74 0 71.00 -0.904 48 0.00 13.00 0.00 14.93 1.00 0.00 0.00200 47.50 0.193 52 0.00 12.00 0.00 15.56 1.101 2.97 7F6E 49.00 0.433 CPVC 150 1.00 0 96.50 0.626 38 0.00 24.50 0.00 10.12 1.00 0.00 0.00142 12.50 0.028 54 0.00 12.00 0.00 15.56 1.101 2.47 E 7.00 5.413 CPVC 150 0.83 0 19.50 5.440 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 52 0.00 12.00 0.00 15.56 1.00 0.00 0.00200 3.50 0.011 56 0.00 12.00 0.00 15.57 1.101 2.97 2F 2.00 0.000 CPVC 150 1.00 0 5.50 0.011 54 0.00 12.00 0.00 15.56 1.00 0.00 0.00142 1.50 0.009 56 0.00 12.00 0.00 15.57 1.101 2.47 T 5.00 0.000 CPVC 150 0.83 0 6.50 0.009 50 0.00 15.50 0.00 13.63 1.00 0.00 0.00556 41.00 0.450 58 0.00 12.00 0.00 15.59 1.101 5.16 2F4E2T 40.00 1.516 CPVC 150 1.74 0 81.00 1.966 56 0.00 12.00 0.00 15.57 1.00 0.00 0.00613 2.50 0.021 58 0.00 12.00 0.00 15.59 1.101 5.44 F 1.00 0.000 CPVC 150 1.83 0 3.50 0.021 34 0.00 12.00 0.00 15.23 1.00 6.40 0.00827 78.50 0.807 60 0.00 12.00 0.00 16.03 1.101 6.40 9F2T 19.00 0.000 CPVC 150 2.16 0 97.50 0.807 58 0.00 12.00 0.00 15.59 1.00 0.00 0.02105 15.00 0.442 60 0.00 12.00 0.00 16.03 1.101 10.61 FT 6.00 0.000 CPVC 150 3.57 0 21.00 0.442 60 0.00 12.00 0.00 16.03 1.00 0.00 0.05043 11.50 1.185 100 0.00 12.00 0.00 17.22 1.101 17.01 ET 12.00 0.000 CPVC 150 5.73 0 23.50 1.185 100 0.00 12.00 0.00 17.22 1.00 0.00 0.05043 12.50 1.367 125 0.00 0.00 0.00 23.78 1.101 17.01 2FEC 14.60 5.196 CPVC 150 5.73 0 27.10 6.563 125 0.00 0.00 0.00 23.78 1.00 0.00 0.07144 44.00 5.715 140 0.00 0.00 5.00 29.50 1.025 17.01 12E 36.00 0.000 TYPE L COPPER TUBE 150 6.61 0 80.00 5.715 140 0.00 0.00 5.00 29.50 1.25 5.00 0.04131 3.00 0.504 160 0.00 -2.00 0.00 30.87 1.265 22.01 3EG 9.20 0.866 TYPE L COPPER TUBE 150 5.62 0 12.20 1.370 160 0.00 -2.00 0.00 30.87 1.50 0.00 0.02104 135.00 2.966 180 0.00 -3.00 0.00 34.27 1.453 22.01 F 6.00 0.433 HDPE SDR-9 150 4.26 0 141.00 3.399 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:5 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 125 - 140 ) 6.61 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 140 ) 0.29 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0093 psi Actual Average Nodal Pressure Imbalance: 0.0057 psi Actual Maximum Nodal Flow Imbalance: 0.0117 gpm Actual Average Nodal Flow Imbalance: 0.0010 gpm Overall Network Summary Number Of Unique Pipe Sections: 35 Number Of Flowing Sprinklers:1 Pipe System Water Volume:44.18 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:34.27 psi Demand Flow At System Inflow Node: 22.01 gpm C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 59 53 15 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: 59.3 psi Test Residual Pressure: 53.4 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 34.27 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 22.34 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:07 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Lot 66 Project File Name: Lot 66..fi7 Designed By: Chad Ryan Date: 12/6/22 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: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: 59.30 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 53.40 psi Calculated System Flow Rate: 31.36 gpm Calculated Inflow Residual Pressure: 53.39 psi Available Residual Pressure At System Flow:54.11 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: 34 Number Of Active Pipes: 36 Number Of Inactive Pipes: 164 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 2 0.00 12.50 0.00 19.90 1.00 0.00 0.00000 1.00 0.000 4 0.00 12.50 0.00 19.90 1.101 0.00 2F 2.00 0.000 CPVC 150 0.00 0 3.00 0.000 7 4.90 24.00 13.01 7.05 1.00 13.01 0.03072 0.50 0.230 8 0.00 24.50 0.00 7.06 1.101 13.01 E 7.00 -0.217 CPVC 150 4.38 0 7.50 0.014 8 0.00 24.50 0.00 7.06 1.00 0.00 0.03071 9.50 0.322 10 0.00 24.50 0.00 7.39 1.101 13.01 F 1.00 0.000 CPVC 150 4.38 0 10.50 0.322 9 4.90 24.00 13.35 7.43 1.00 13.35 0.03222 0.50 0.177 10 0.00 24.50 0.00 7.39 1.101 13.35 T 5.00 -0.217 CPVC 150 4.50 0 5.50 -0.039 12 0.00 15.50 0.00 18.90 1.00 0.00 0.00000 11.50 0.000 14 0.00 15.50 0.00 18.90 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 12.50 0.000 4 0.00 12.50 0.00 19.90 1.00 0.00 0.00000 12.50 0.000 22 0.00 12.50 0.00 19.90 1.101 0.00 2T 10.00 0.000 CPVC 150 0.00 0 22.50 0.000 22 0.00 12.50 0.00 19.90 1.00 0.00 0.00389 5.50 0.045 24 0.00 12.50 0.00 19.86 1.101 4.26 FT 6.00 0.000 CPVC 150 1.44 0 11.50 0.045 6 0.00 12.50 0.00 19.86 1.00 0.00 0.00000 17.50 0.000 24 0.00 12.50 0.00 19.86 1.101 0.00 F2T 11.00 0.000 CPVC 150 0.00 0 28.50 0.000 24 0.00 12.50 0.00 19.86 1.00 4.26 0.00389 55.00 0.350 34 0.00 12.00 0.00 19.72 1.101 4.26 2F4ET 35.00 -0.217 CPVC 150 1.44 0 90.00 0.134 22 0.00 12.50 0.00 19.90 1.00 0.00 0.00389 12.00 0.051 26 0.00 12.50 0.00 19.95 1.101 4.26 F 1.00 0.000 CPVC 150 1.44 0 13.00 0.051 10 0.00 24.50 0.00 7.39 1.00 0.00 0.11344 15.50 3.687 28 0.00 24.50 0.00 11.07 1.101 26.36 E2T 17.00 0.000 CPVC 150 8.88 0 32.50 3.687 28 0.00 24.50 0.00 11.07 1.00 14.39 0.03702 37.50 2.425 30 0.00 24.50 0.00 13.50 1.101 14.39 2F3ET 28.00 0.000 CPVC 150 4.85 0 65.50 2.425 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 30 0.00 24.50 0.00 13.50 1.00 0.00 0.03702 12.50 0.722 32 0.00 12.00 0.00 19.63 1.101 14.39 E 7.00 5.413 CPVC 150 4.85 0 19.50 6.134 32 0.00 12.00 0.00 19.63 1.00 0.00 0.03702 1.50 0.093 34 0.00 12.00 0.00 19.72 1.101 14.39 F 1.00 0.000 CPVC 150 4.85 0 2.50 0.093 28 0.00 24.50 0.00 11.07 1.00 11.97 0.02633 35.50 1.935 36 0.00 24.50 0.00 13.01 1.101 11.97 5F4ET 38.00 0.000 CPVC 150 4.03 0 73.50 1.935 36 0.00 24.50 0.00 13.01 1.00 0.00 0.02633 35.00 1.422 38 0.00 24.50 0.00 14.43 1.101 11.97 2FE2T 19.00 0.000 CPVC 150 4.03 0 54.00 1.422 14 0.00 15.50 0.00 18.90 1.00 0.00 0.00000 9.00 0.000 40 0.00 15.50 0.00 18.90 1.101 0.00 T 5.00 0.000 CPVC 150 0.00 0 14.00 0.000 40 0.00 15.50 0.00 18.90 1.00 0.00 0.00045 38.50 0.036 42 0.00 15.50 0.00 18.86 1.101 1.33 2F5ET 42.00 0.000 CPVC 150 0.45 0 80.50 0.036 42 0.00 15.50 0.00 18.86 1.00 1.33 0.00045 29.00 0.035 44 0.00 12.50 0.00 20.13 1.101 1.33 2F6ET 49.00 -1.299 CPVC 150 0.45 0 78.00 -1.264 26 0.00 12.50 0.00 19.95 1.00 0.00 0.00389 32.00 0.171 44 0.00 12.50 0.00 20.13 1.101 4.26 7FT 12.00 0.000 CPVC 150 1.44 0 44.00 0.171 40 0.00 15.50 0.00 18.90 1.00 0.00 0.00045 26.00 0.039 46 0.00 15.50 0.00 18.94 1.101 1.33 4F8E 60.00 0.000 CPVC 150 0.45 0 86.00 0.039 46 0.00 15.50 0.00 18.94 1.00 0.00 0.00045 31.00 0.030 48 0.00 13.00 0.00 20.05 1.101 1.33 2F4ET 35.00 1.083 CPVC 150 0.45 0 66.00 1.112 44 0.00 12.50 0.00 20.13 1.00 2.94 0.00195 44.00 0.139 50 0.00 15.50 0.00 18.97 1.101 2.94 8F2ET 27.00 -1.299 CPVC 150 0.99 0 71.00 -1.160 48 0.00 13.00 0.00 20.05 1.00 0.00 0.00045 47.50 0.043 52 0.00 12.00 0.00 20.52 1.101 1.33 7F6E 49.00 0.433 CPVC 150 0.45 0 96.50 0.476 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 38 0.00 24.50 0.00 14.43 1.00 0.00 0.02633 12.50 0.513 54 0.00 12.00 0.00 20.36 1.101 11.97 E 7.00 5.413 CPVC 150 4.03 0 19.50 5.926 52 0.00 12.00 0.00 20.52 1.00 0.00 0.00045 3.50 0.002 56 0.00 12.00 0.00 20.53 1.101 1.33 2F 2.00 0.000 CPVC 150 0.45 0 5.50 0.002 54 0.00 12.00 0.00 20.36 1.00 0.00 0.02633 1.50 0.171 56 0.00 12.00 0.00 20.53 1.101 11.97 T 5.00 0.000 CPVC 150 4.03 0 6.50 0.171 50 0.00 15.50 0.00 18.97 1.00 0.00 0.00195 41.00 0.158 58 0.00 12.00 0.00 20.64 1.101 2.94 2F4E2T 40.00 1.516 CPVC 150 0.99 0 81.00 1.674 56 0.00 12.00 0.00 20.53 1.00 0.00 0.03198 2.50 0.112 58 0.00 12.00 0.00 20.64 1.101 13.29 F 1.00 0.000 CPVC 150 4.48 0 3.50 0.112 34 0.00 12.00 0.00 19.72 1.00 10.13 0.01934 78.50 1.886 60 0.00 12.00 0.00 21.61 1.101 10.13 9F2T 19.00 0.000 CPVC 150 3.41 0 97.50 1.886 58 0.00 12.00 0.00 20.64 1.00 0.00 0.04625 15.00 0.971 60 0.00 12.00 0.00 21.61 1.101 16.23 FT 6.00 0.000 CPVC 150 5.47 0 21.00 0.971 60 0.00 12.00 0.00 21.61 1.00 0.00 0.11346 11.50 2.666 100 0.00 12.00 0.00 24.28 1.101 26.36 ET 12.00 0.000 CPVC 150 8.88 0 23.50 2.666 100 0.00 12.00 0.00 24.28 1.00 0.00 0.11346 12.50 3.075 125 0.00 0.00 0.00 32.55 1.101 26.36 2FEC 14.60 5.196 CPVC 150 8.88 0 27.10 8.271 125 0.00 0.00 0.00 32.55 1.00 0.00 0.16073 44.00 12.859 140 0.00 0.00 5.00 45.41 1.025 26.36 12E 36.00 0.000 TYPE L COPPER TUBE 150 10.25 0 80.00 12.859 140 0.00 0.00 5.00 45.41 1.25 5.00 0.07956 3.00 0.971 160 0.00 -2.00 0.00 47.24 1.265 31.36 3EG 9.20 0.866 TYPE L COPPER TUBE 150 8.01 0 12.20 1.837 160 0.00 -2.00 0.00 47.24 1.50 0.00 0.04052 135.00 5.713 180 0.00 -3.00 0.00 53.39 1.453 31.36 F 6.00 0.433 HDPE SDR-9 150 6.07 0 141.00 6.146 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:7 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:26.36 gpm Average Sprinkler Flow:13.18 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 125 - 140 ) 10.25 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 140 ) 0.71 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0064 psi Actual Average Nodal Pressure Imbalance: 0.0023 psi Actual Maximum Nodal Flow Imbalance: 0.0020 gpm Actual Average Nodal Flow Imbalance: 0.0002 gpm Overall Network Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers:2 Pipe System Water Volume:44.92 gal Sprinkler Flow:26.36 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:53.39 psi Demand Flow At System Inflow Node: 31.36 gpm C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 59 53 15 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: 59.3 psi Test Residual Pressure: 53.4 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 53.39 psi Calculated Flow Rate: 31.36 gpm Excess Available Residual Pressure At Calculated Flow: 0.72 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:02 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Lot 66 Project File Name: Lot 66..fi7 Designed By: Chad Ryan Date: 12/6/22 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: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: 59.30 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 53.40 psi Calculated System Flow Rate: 31.41 gpm Calculated Inflow Residual Pressure: 50.81 psi Available Residual Pressure At System Flow:54.09 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: 34 Number Of Active Pipes: 36 Number Of Inactive Pipes: 164 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 2 0.00 12.50 0.00 16.52 1.00 0.00 0.00000 1.00 0.000 4 0.00 12.50 0.00 16.52 1.101 0.00 2F 2.00 0.000 CPVC 150 0.00 0 3.00 0.000 8 0.00 24.50 0.00 12.27 1.00 0.00 0.00000 9.50 0.000 10 0.00 24.50 0.00 12.27 1.101 0.00 F 1.00 0.000 CPVC 150 0.00 0 10.50 0.000 11 4.90 15.00 13.01 7.05 1.00 13.01 0.03072 0.50 0.230 12 0.00 15.50 0.00 7.06 1.101 13.01 E 7.00 -0.217 CPVC 150 4.38 0 7.50 0.014 12 0.00 15.50 0.00 7.06 1.00 0.00 0.03071 11.50 0.384 14 0.00 15.50 0.00 7.45 1.101 13.01 F 1.00 0.000 CPVC 150 4.38 0 12.50 0.384 13 4.90 15.00 13.41 7.49 1.00 13.41 0.03246 0.50 0.179 14 0.00 15.50 0.00 7.45 1.101 13.40 T 5.00 -0.217 CPVC 150 4.52 0 5.50 -0.038 4 0.00 12.50 0.00 16.52 1.00 0.00 0.00000 12.50 0.000 22 0.00 12.50 0.00 16.52 1.101 0.00 2T 10.00 0.000 CPVC 150 0.00 0 22.50 0.000 22 0.00 12.50 0.00 16.52 1.00 0.00 0.00962 12.00 0.125 26 0.00 12.50 0.00 16.39 1.101 6.95 F 1.00 0.000 CPVC 150 2.34 0 13.00 0.125 6 0.00 12.50 0.00 16.63 1.00 0.00 0.00000 17.50 0.000 24 0.00 12.50 0.00 16.63 1.101 0.00 F2T 11.00 0.000 CPVC 150 0.00 0 28.50 0.000 22 0.00 12.50 0.00 16.52 1.00 0.00 0.00962 5.50 0.111 24 0.00 12.50 0.00 16.63 1.101 6.95 FT 6.00 0.000 CPVC 150 2.34 0 11.50 0.111 26 0.00 12.50 0.00 16.39 1.00 6.95 0.00962 32.00 0.423 44 0.00 12.50 0.00 15.97 1.101 6.95 7FT 12.00 0.000 CPVC 150 2.34 0 44.00 0.423 10 0.00 24.50 0.00 12.27 1.00 0.00 0.00000 15.50 0.000 28 0.00 24.50 0.00 12.27 1.101 0.00 E2T 17.00 0.000 CPVC 150 0.00 0 32.50 0.000 28 0.00 24.50 0.00 12.27 1.00 0.00 0.00031 35.50 0.023 36 0.00 24.50 0.00 12.25 1.101 1.09 5F4ET 38.00 0.000 CPVC 150 0.37 0 73.50 0.023 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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) 28 0.00 24.50 0.00 12.27 1.00 0.00 0.00031 37.50 0.021 30 0.00 24.50 0.00 12.29 1.101 1.09 2F3ET 28.00 0.000 CPVC 150 0.37 0 65.50 0.021 30 0.00 24.50 0.00 12.29 1.00 0.00 0.00031 12.50 0.006 32 0.00 12.00 0.00 17.71 1.101 1.09 E 7.00 5.413 CPVC 150 0.37 0 19.50 5.419 24 0.00 12.50 0.00 16.63 1.00 0.00 0.00962 55.00 0.866 34 0.00 12.00 0.00 17.71 1.101 6.95 2F4ET 35.00 0.217 CPVC 150 2.34 0 90.00 1.083 32 0.00 12.00 0.00 17.71 1.00 0.00 0.00031 1.50 0.001 34 0.00 12.00 0.00 17.71 1.101 1.09 F 1.00 0.000 CPVC 150 0.37 0 2.50 0.001 36 0.00 24.50 0.00 12.25 1.00 0.00 0.00031 35.00 0.017 38 0.00 24.50 0.00 12.23 1.101 1.09 2FE2T 19.00 0.000 CPVC 150 0.37 0 54.00 0.017 38 0.00 24.50 0.00 12.23 1.00 0.00 0.00031 12.50 0.006 54 0.00 12.00 0.00 17.64 1.101 1.09 E 7.00 -5.413 CPVC 150 0.37 0 19.50 -5.406 14 0.00 15.50 0.00 7.45 1.00 0.00 0.11387 9.00 1.594 40 0.00 15.50 0.00 9.04 1.101 26.41 T 5.00 0.000 CPVC 150 8.90 0 14.00 1.594 40 0.00 15.50 0.00 9.04 1.00 14.07 0.03551 38.50 2.859 42 0.00 15.50 0.00 11.90 1.101 14.07 2F5ET 42.00 0.000 CPVC 150 4.74 0 80.50 2.859 42 0.00 15.50 0.00 11.90 1.00 0.00 0.03551 29.00 2.770 44 0.00 12.50 0.00 15.97 1.101 14.07 2F6ET 49.00 1.299 CPVC 150 4.74 0 78.00 4.069 40 0.00 15.50 0.00 9.04 1.00 12.34 0.02787 26.00 2.397 46 0.00 15.50 0.00 11.44 1.101 12.34 4F8E 60.00 0.000 CPVC 150 4.16 0 86.00 2.397 46 0.00 15.50 0.00 11.44 1.00 0.00 0.02787 31.00 1.839 48 0.00 13.00 0.00 14.36 1.101 12.34 2F4ET 35.00 1.083 CPVC 150 4.16 0 66.00 2.922 44 0.00 12.50 0.00 15.97 1.00 7.12 0.01008 44.00 0.716 50 0.00 15.50 0.00 15.39 1.101 7.12 8F2ET 27.00 -1.299 CPVC 150 2.40 0 71.00 -0.583 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 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 13.00 0.00 14.36 1.00 0.00 0.02787 47.50 2.689 52 0.00 12.00 0.00 17.48 1.101 12.34 7F6E 49.00 0.433 CPVC 150 4.16 0 96.50 3.122 54 0.00 12.00 0.00 17.64 1.00 1.09 0.00031 1.50 0.002 56 0.00 12.00 0.00 17.64 1.101 1.09 T 5.00 0.000 CPVC 150 0.37 0 6.50 0.002 52 0.00 12.00 0.00 17.48 1.00 0.00 0.02787 3.50 0.153 56 0.00 12.00 0.00 17.64 1.101 12.34 2F 2.00 0.000 CPVC 150 4.16 0 5.50 0.153 50 0.00 15.50 0.00 15.39 1.00 0.00 0.01008 41.00 0.816 58 0.00 12.00 0.00 17.72 1.101 7.12 2F4E2T 40.00 1.516 CPVC 150 2.40 0 81.00 2.332 56 0.00 12.00 0.00 17.64 1.00 11.25 0.02349 2.50 0.082 58 0.00 12.00 0.00 17.72 1.101 11.25 F 1.00 0.000 CPVC 150 3.79 0 3.50 0.082 34 0.00 12.00 0.00 17.71 1.00 0.00 0.01260 78.50 1.229 60 0.00 12.00 0.00 18.94 1.101 8.04 9F2T 19.00 0.000 CPVC 150 2.71 0 97.50 1.229 58 0.00 12.00 0.00 17.72 1.00 0.00 0.05820 15.00 1.222 60 0.00 12.00 0.00 18.94 1.101 18.38 FT 6.00 0.000 CPVC 150 6.19 0 21.00 1.222 60 0.00 12.00 0.00 18.94 1.00 0.00 0.11388 11.50 2.676 100 0.00 12.00 0.00 21.62 1.101 26.41 ET 12.00 0.000 CPVC 150 8.90 0 23.50 2.676 100 0.00 12.00 0.00 21.62 1.00 0.00 0.11388 12.50 3.086 125 0.00 0.00 0.00 29.90 1.101 26.41 2FEC 14.60 5.196 CPVC 150 8.90 0 27.10 8.282 125 0.00 0.00 0.00 29.90 1.00 0.00 0.16134 44.00 12.907 140 0.00 0.00 5.00 42.81 1.025 26.41 12E 36.00 0.000 TYPE L COPPER TUBE 150 10.27 0 80.00 12.907 140 0.00 0.00 5.00 42.81 1.25 5.00 0.07981 3.00 0.974 160 0.00 -2.00 0.00 44.65 1.265 31.41 3EG 9.20 0.866 TYPE L COPPER TUBE 150 8.02 0 12.20 1.840 160 0.00 -2.00 0.00 44.65 1.50 0.00 0.04065 135.00 5.731 180 0.00 -3.00 0.00 50.81 1.453 31.41 F 6.00 0.433 HDPE SDR-9 150 6.08 0 141.00 6.164 C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:11 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:26.42 gpm Average Sprinkler Flow:13.21 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 125 - 140 ) 10.27 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 140 ) 0.71 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0082 psi Actual Average Nodal Pressure Imbalance: 0.0028 psi Actual Maximum Nodal Flow Imbalance: 0.0035 gpm Actual Average Nodal Flow Imbalance: 0.0003 gpm Overall Network Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers:2 Pipe System Water Volume:45.02 gal Sprinkler Flow:26.42 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:50.81 psi Demand Flow At System Inflow Node: 31.41 gpm C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Lot 66 Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 59 53 15 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: 59.3 psi Test Residual Pressure: 53.4 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 50.81 psi Calculated Flow Rate: 31.41 gpm Excess Available Residual Pressure At Calculated Flow: 3.28 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi C:\ ...\Lot 66.fi7 Thursday, March 23, 2023, 6:05 PM 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 July 14, 2022 J D Mechanical Fire 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 66 FSS2022-0230 / 81370 PEARY PLACE, 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: 81370 PEARY PLACE PERMIT#: FSS2022-0230 DATE ISSUED: 7/14/2022 DESCRIPTION: MADISON CLUB – LOT 66 CONTRACTOR: JD MECHANICAL FIRE HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre-pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final E F Thrust block pre-pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors’ test Hood/duct extinguishing High pile storage High pile rack storage In-rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough-wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.