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FSS2022-0104
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO OWNER DISCOVERY BUILDERS 80955 AVENUE 52 LA QUINTA CA 92253 (760)775-6220 CONDITIONS Description: ASHER KITCHEN ADD ON Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 3/24/2022 ECON Parcel No: 767680008 Site Address: 53389 ROSS LA QUINTA,CA 92253 Approved: 4/14/2022 KHET Subdivision: TR 33076-1 Block: Lot: 31 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/12/2022 LIN Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, April 05, 2023 2:43:30 PM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0104 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 4/26/2022 4/26/2022 APPROVED OVERHEAD ROUGH PIPING KHET 4/26/2022 4/26/2022 APPROVED FIRE FINAL**LIN 7/12/2022 7/12/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE - ETRAKIT (2 WK) KOHL HETRICK 3/24/2022 4/7/2022 4/14/2022 APPROVED SEE ATTACHMENTS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 4/19/22 WEB11480 636699446 17 CREDIT 1020141 ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $83.00 $83.00 4/19/22 WEB11480 636699446 17 CREDIT 1020141 ECON Total Paid for FIRE FEES: $250.00 $250.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 4/19/22 WEB11480 636699446 17 CREDIT 1020141 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 4/19/22 WEB11480 636699446 17 CREDIT 1020141 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$266.00 $266.00 Printed: Wednesday, April 05, 2023 2:43:30 PM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0104 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS MASTER 1 HEAD.pdf 1 DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS MASTER 2 2 HEAD.pdf 1 DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL TYCO SPRINKLER 2234.pdf 1 DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL SENJU 8464 Senju Concealed 4.9.pdf 1 DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL PLAN Asher FS Plan.pdf 1 DOC 3/24/2022 Etrakit Contractor 1ST SUBMITTAL HYDRAULIC CALCS CHEF CHEF 1 HD.pdf 1 DOC 4/14/2022 KOHL HETRICK FSS2022-0104 - APPROVED PLANS.pdf FSS2022-0104 - APPROVED PLANS.pdf 1 DOC 4/25/2022 KOHL HETRICK FSS2022-0104 - COA AND JOB CARD.pdf FSS2022-0104 - COA AND JOB CARD.pdf 1 BOND INFORMATION 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 3/24/2022 3/25/2022 3/25/2022 COMPLETE Printed: Wednesday, April 05, 2023 2:43:30 PM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0104 APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST04/14/2022 1:07:09 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 # -FSS2022-0104Kohl HetrickReason: I am approving this documentContact Info: 760-409-5109 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Asher Project File Name: Asher..fiw Designed By: Chad Ryan Date: May 12, 2016 Code Reference:Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name:Phone: Address:City, State Zip Code: Company Name:Representative: Company Address:City And State: Phone: Building Name: CHEF 1HD Building Owner: Contact at Building:Phone at Building: Address Of Building: 53389 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: 0.00 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 Water Supply Test Data Source Of Information: TEST RESIDUAL = STATIC - 10% Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 69.50 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 62.50 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 45.52 psi Available Residual Pressure At System Flow:66.3 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 22 Number Of Active Pipes: 24 Number Of Inactive Pipes: 26 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher Prescott, AZ 86301 Page 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 5 4.90 10.00 17.01 12.05 0.75 17.01 0.15528 0.50 1.165 6 0.00 10.50 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.10 0 7.50 0.948 2 0.00 13.00 0.00 26.02 0.75 0.00 0.00000 11.20 0.000 22 0.00 13.00 0.00 26.02 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 14.20 0.000 4 0.00 13.00 0.00 26.02 0.75 0.00 0.00000 2.50 0.000 22 0.00 13.00 0.00 26.02 0.874 0.00 E 7.00 0.000 CPVC 150 0.00 0 9.50 0.000 22 0.00 13.00 0.00 26.02 1.00 3.41 0.00258 32.00 0.137 24 0.00 17.50 0.00 23.94 1.101 3.41 2F2ET 21.00 1.949 CPVC 150 1.15 0 53.00 2.085 6 0.00 10.50 0.00 13.00 0.75 0.00 0.15528 24.00 10.249 23 0.00 12.50 0.00 22.38 0.874 17.01 6E 42.00 -0.866 CPVC 150 9.10 0 66.00 9.383 24 0.00 17.50 0.00 23.94 1.00 8.31 0.01341 51.00 1.019 25 0.00 13.00 0.00 24.87 1.101 8.31 6F2ET 25.00 -1.949 CPVC 150 2.80 0 76.00 -0.929 23 0.00 12.50 0.00 22.38 0.75 0.00 0.15528 13.40 2.702 25 0.00 13.00 0.00 24.87 0.874 17.01 FT 4.00 -0.217 CPVC 150 9.10 0 17.40 2.485 24 0.00 17.50 0.00 23.94 1.00 4.90 0.00504 37.80 0.231 26 0.00 17.50 0.00 24.17 1.101 4.90 3FT 8.00 0.000 CPVC 150 1.65 0 45.80 0.231 22 0.00 13.00 0.00 26.02 1.00 0.00 0.00259 75.10 0.285 28 0.00 12.00 0.00 26.74 1.101 3.41 6F2E3T 35.00 0.433 CPVC 150 1.15 0 110.10 0.718 26 0.00 17.50 0.00 24.17 1.00 3.57 0.00281 42.80 0.191 28 0.00 12.00 0.00 26.74 1.101 3.57 4F3E 25.00 2.382 CPVC 150 1.20 0 67.80 2.572 28 0.00 12.00 0.00 26.74 1.00 0.00 0.00973 48.10 0.565 30 0.00 12.00 0.00 27.31 1.101 6.99 10F 10.00 0.000 CPVC 150 2.35 0 58.10 0.565 25 0.00 13.00 0.00 24.87 1.00 8.70 0.01458 58.10 1.285 32 0.00 12.00 0.00 26.58 1.101 8.70 6F2E2T 30.00 0.433 CPVC 150 2.93 0 88.10 1.718 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 26 0.00 17.50 0.00 24.17 1.00 1.33 0.00045 50.50 0.034 32 0.00 12.00 0.00 26.58 1.101 1.33 5F3E 26.00 2.382 CPVC 150 0.45 0 76.50 2.416 30 0.00 12.00 0.00 27.31 1.00 0.00 0.00973 67.70 0.970 34 0.00 11.00 0.00 28.71 1.101 6.99 8F2E2T 32.00 0.433 CPVC 150 2.35 0 99.70 1.403 32 0.00 12.00 0.00 26.58 1.00 0.00 0.01896 67.70 1.890 36 0.00 11.00 0.00 28.91 1.101 10.02 6F3ET 32.00 0.433 CPVC 150 3.38 0 99.70 2.323 34 0.00 11.00 0.00 28.71 1.00 0.00 0.00973 18.50 0.199 36 0.00 11.00 0.00 28.91 1.101 6.99 2F 2.00 0.000 CPVC 150 2.35 0 20.50 0.199 36 0.00 11.00 0.00 28.91 1.00 0.00 0.05044 9.30 0.873 75 0.00 11.00 0.00 29.78 1.101 17.01 FE 8.00 0.000 CPVC 150 5.73 0 17.30 0.873 75 0.00 11.00 0.00 29.78 1.00 0.00 0.05044 6.00 0.454 100 0.00 5.00 0.00 32.83 1.101 17.01 3F 3.00 2.598 CPVC 150 5.73 0 9.00 3.052 100 FS 5.00 32.83 16.99 110 3.00 psi 5.00 35.83 110 0.00 5.00 0.00 35.83 1.00 0.00 0.07146 5.50 1.608 120 0.00 0.00 5.00 39.60 1.025 17.01 ETC 17.00 2.165 TYPE L COPPER TUBE 150 6.61 0 22.50 3.773 120 0.00 0.00 5.00 39.60 1.25 5.00 0.04132 3.00 0.504 130 0.00 -2.00 0.00 40.97 1.265 22.01 3EG 9.20 0.866 TYPE L COPPER TUBE 150 5.62 0 12.20 1.370 130 0.00 -2.00 0.00 40.97 2.00 0.00 0.00710 40.00 0.412 140 0.00 -2.00 0.00 41.38 1.816 22.01 2E 18.00 0.000 HDPE 150 2.73 0 58.00 0.412 140 Meter -2.00 41.38 22.01 150 0.50 psi -2.00 41.96 150 0.00 -2.00 0.00 41.96 1.00 0.00 0.11512 20.00 3.569 160 0.00 -2.00 0.00 45.52 1.025 22.01 B 11.00 0.000 TYPE L COPPER TUBE 150 8.56 0 31.00 3.569 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 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 Asher 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 5 - 6 ) 9.10 ft/sec Maximum Velocity Pressure ( In Pipe 5 - 6 ) 0.56 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0090 psi Actual Average Nodal Pressure Imbalance: 0.0032 psi Actual Maximum Nodal Flow Imbalance: -0.0238 gpm Actual Average Nodal Flow Imbalance: 0.0022 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers:1 Pipe System Water Volume:35.84 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:45.52 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 69.5 psi Test Residual Pressure: 62.5 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 45.52 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 20.78 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 Asher Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Asher Project File Name: Asher..fiw Designed By: Chad Ryan Date: May 12, 2016 Code Reference:Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name:Phone: Address:City, State Zip Code: Company Name:Representative: Company Address:City And State: Phone: Building Name: MASTER 1HD Building Owner: Contact at Building:Phone at Building: Address Of Building: 53389 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: 0.00 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 Water Supply Test Data Source Of Information: TEST RESIDUAL = STATIC - 10% Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 69.50 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 62.50 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 35.94 psi Available Residual Pressure At System Flow:66.3 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 22 Number Of Active Pipes: 24 Number Of Inactive Pipes: 26 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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 12.50 17.01 12.05 0.75 17.01 0.15527 0.50 1.165 2 0.00 13.00 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.10 0 7.50 0.948 6 0.00 10.50 0.00 17.52 0.75 0.00 0.00000 24.00 0.000 23 0.00 12.50 0.00 16.65 0.874 0.00 6E 42.00 0.866 CPVC 150 0.00 0 66.00 0.866 2 0.00 13.00 0.00 13.00 0.75 0.00 0.15527 11.20 2.205 22 0.00 13.00 0.00 15.20 0.874 17.01 T 3.00 0.000 CPVC 150 9.10 0 14.20 2.205 4 0.00 13.00 0.00 15.20 0.75 0.00 0.00000 2.50 0.000 22 0.00 13.00 0.00 15.20 0.874 0.00 E 7.00 0.000 CPVC 150 0.00 0 9.50 0.000 23 0.00 12.50 0.00 16.65 0.75 0.01 0.00000 13.40 0.000 25 0.00 13.00 0.00 16.44 0.874 0.01 FT 4.00 0.217 CPVC 150 0.00 0 17.40 0.217 22 0.00 13.00 0.00 15.20 1.00 9.60 0.01752 32.00 0.928 24 0.00 17.50 0.00 14.18 1.101 9.60 2F2ET 21.00 -1.949 CPVC 150 3.24 0 53.00 -1.020 24 0.00 17.50 0.00 14.18 1.00 4.35 0.00404 51.00 0.307 25 0.00 13.00 0.00 16.44 1.101 4.35 6F2ET 25.00 1.949 CPVC 150 1.46 0 76.00 2.256 24 0.00 17.50 0.00 14.18 1.00 5.26 0.00574 37.80 0.263 26 0.00 17.50 0.00 14.45 1.101 5.26 3FT 8.00 0.000 CPVC 150 1.77 0 45.80 0.263 22 0.00 13.00 0.00 15.20 1.00 7.41 0.01083 75.10 1.193 28 0.00 12.00 0.00 16.83 1.101 7.41 6F2E3T 35.00 0.433 CPVC 150 2.50 0 110.10 1.626 26 0.00 17.50 0.00 14.45 1.00 0.26 0.00002 42.80 0.001 28 0.00 12.00 0.00 16.83 1.101 0.26 4F3E 25.00 2.382 CPVC 150 0.09 0 67.80 2.383 28 0.00 12.00 0.00 16.83 1.00 0.00 0.01155 48.10 0.671 30 0.00 12.00 0.00 17.50 1.101 7.67 10F 10.00 0.000 CPVC 150 2.58 0 58.10 0.671 25 0.00 13.00 0.00 16.44 1.00 4.35 0.00404 58.10 0.356 32 0.00 12.00 0.00 17.23 1.101 4.35 6F2E2T 30.00 0.433 CPVC 150 1.46 0 88.10 0.789 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 26 0.00 17.50 0.00 14.45 1.00 5.00 0.00523 50.50 0.400 32 0.00 12.00 0.00 17.23 1.101 5.00 5F3E 26.00 2.382 CPVC 150 1.68 0 76.50 2.782 30 0.00 12.00 0.00 17.50 1.00 0.00 0.01155 67.70 1.151 34 0.00 11.00 0.00 19.08 1.101 7.67 8F2E2T 32.00 0.433 CPVC 150 2.58 0 99.70 1.584 32 0.00 12.00 0.00 17.23 1.00 0.00 0.01665 67.70 1.660 36 0.00 11.00 0.00 19.32 1.101 9.34 6F3ET 32.00 0.433 CPVC 150 3.15 0 99.70 2.093 34 0.00 11.00 0.00 19.08 1.00 0.00 0.01155 18.50 0.237 36 0.00 11.00 0.00 19.32 1.101 7.67 2F 2.00 0.000 CPVC 150 2.58 0 20.50 0.237 36 0.00 11.00 0.00 19.32 1.00 0.00 0.05044 9.30 0.873 75 0.00 11.00 0.00 20.19 1.101 17.01 FE 8.00 0.000 CPVC 150 5.73 0 17.30 0.873 75 0.00 11.00 0.00 20.19 1.00 0.00 0.05044 6.00 0.454 100 0.00 5.00 0.00 23.25 1.101 17.01 3F 3.00 2.598 CPVC 150 5.73 0 9.00 3.052 100 FS 5.00 23.25 16.99 110 3.00 psi 5.00 26.25 110 0.00 5.00 0.00 26.25 1.00 0.00 0.07146 5.50 1.608 120 0.00 0.00 5.00 30.02 1.025 17.01 ETC 17.00 2.165 TYPE L COPPER TUBE 150 6.61 0 22.50 3.773 120 0.00 0.00 5.00 30.02 1.25 5.00 0.04132 3.00 0.504 130 0.00 -2.00 0.00 31.39 1.265 22.01 3EG 9.20 0.866 TYPE L COPPER TUBE 150 5.62 0 12.20 1.370 130 0.00 -2.00 0.00 31.39 2.00 0.00 0.00710 40.00 0.412 140 0.00 -2.00 0.00 31.80 1.816 22.01 2E 18.00 0.000 HDPE 150 2.73 0 58.00 0.412 140 Meter -2.00 31.80 22.01 150 0.50 psi -2.00 32.37 150 0.00 -2.00 0.00 32.37 1.00 0.00 0.11512 20.00 3.569 160 0.00 -2.00 0.00 35.94 1.025 22.01 B 11.00 0.000 TYPE L COPPER TUBE 150 8.56 0 31.00 3.569 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 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 Asher Prescott, AZ 86301 Page 5 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number:1 HMD Actual Residual Pressure: 12.05 psi HMD Actual 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 ) 9.10 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: 0.0091 psi Actual Average Nodal Pressure Imbalance: 0.0051 psi Actual Maximum Nodal Flow Imbalance: -0.0229 gpm Actual Average Nodal Flow Imbalance: 0.0029 gpm Overall Network Summary Number Of Unique Pipe Sections: 24 Number Of Flowing Sprinklers:1 Pipe System Water Volume:32.41 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:35.94 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 69.5 psi Test Residual Pressure: 62.5 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 35.94 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 30.36 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 Asher Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Asher Project File Name: Asher..fiw Designed By: Chad Ryan Date: May 12, 2016 Code Reference:Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name:Phone: Address:City, State Zip Code: Company Name:Representative: Company Address:City And State: Phone: Building Name: MASTER 2HD Building Owner: Contact at Building:Phone at Building: Address Of Building: 53389 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: 0.00 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 Water Supply Test Data Source Of Information: TEST RESIDUAL = STATIC - 10% Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 69.50 psi Test Flow Rate: 33.60 gpm Test Residual Pressure: 62.50 psi Calculated System Flow Rate: 31.36 gpm Calculated Inflow Residual Pressure: 42.02 psi Available Residual Pressure At System Flow:63.34 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft² Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 23 Number Of Active Pipes: 25 Number Of Inactive Pipes: 25 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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 12.50 13.01 7.05 0.75 13.01 0.09457 0.50 0.709 2 0.00 13.00 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 3 4.90 12.50 13.34 7.42 0.75 13.34 0.09913 0.50 0.743 4 0.00 13.00 0.00 7.94 0.874 13.34 E 7.00 -0.217 CPVC 150 7.14 0 7.50 0.527 2 0.00 13.00 0.00 7.54 0.75 0.00 0.09457 11.20 1.343 22 0.00 13.00 0.00 8.89 0.874 13.01 T 3.00 0.000 CPVC 150 6.96 0 14.20 1.343 4 0.00 13.00 0.00 7.94 0.75 0.00 0.09913 2.50 0.942 22 0.00 13.00 0.00 8.89 0.874 13.34 E 7.00 0.000 CPVC 150 7.14 0 9.50 0.942 6 0.00 10.50 0.00 12.75 0.75 0.00 0.00000 24.00 0.000 23 0.00 12.50 0.00 11.88 0.874 0.00 6E 42.00 -0.866 CPVC 150 0.00 0 66.00 -0.866 22 0.00 13.00 0.00 8.89 1.00 14.88 0.03938 32.00 2.087 24 0.00 17.50 0.00 9.02 1.101 14.88 2F2ET 21.00 -1.949 CPVC 150 5.01 0 53.00 0.139 23 0.00 12.50 0.00 11.88 0.75 0.00 0.00000 13.40 0.000 25 0.00 13.00 0.00 11.66 0.874 0.00 FT 4.00 -0.217 CPVC 150 0.00 0 17.40 -0.216 24 0.00 17.50 0.00 9.02 1.00 6.73 0.00909 51.00 0.690 25 0.00 13.00 0.00 11.66 1.101 6.73 6F2ET 25.00 1.949 CPVC 150 2.27 0 76.00 2.639 24 0.00 17.50 0.00 9.02 1.00 8.14 0.01291 37.80 0.591 26 0.00 17.50 0.00 9.62 1.101 8.14 3FT 8.00 0.000 CPVC 150 2.74 0 45.80 0.591 22 0.00 13.00 0.00 8.89 1.00 11.48 0.02436 75.10 2.682 28 0.00 12.00 0.00 12.00 1.101 11.48 6F2E3T 35.00 0.433 CPVC 150 3.87 0 110.10 3.115 26 0.00 17.50 0.00 9.62 1.00 0.40 0.00005 42.80 0.003 28 0.00 12.00 0.00 12.00 1.101 0.40 4F3E 25.00 2.382 CPVC 150 0.14 0 67.80 2.385 28 0.00 12.00 0.00 12.00 1.00 0.00 0.02596 48.10 1.508 30 0.00 12.00 0.00 13.51 1.101 11.88 10F 10.00 0.000 CPVC 150 4.00 0 58.10 1.508 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 25 0.00 13.00 0.00 11.66 1.00 0.00 0.00909 58.10 0.801 32 0.00 12.00 0.00 12.90 1.101 6.73 6F2E2T 30.00 0.433 CPVC 150 2.27 0 88.10 1.234 26 0.00 17.50 0.00 9.62 1.00 7.74 0.01176 50.50 0.900 32 0.00 12.00 0.00 12.90 1.101 7.74 5F3E 26.00 2.382 CPVC 150 2.61 0 76.50 3.281 30 0.00 12.00 0.00 13.51 1.00 0.00 0.02596 67.70 2.588 34 0.00 11.00 0.00 16.53 1.101 11.88 8F2E2T 32.00 0.433 CPVC 150 4.00 0 99.70 3.021 32 0.00 12.00 0.00 12.90 1.00 0.00 0.03744 67.70 3.732 36 0.00 11.00 0.00 17.06 1.101 14.48 6F3ET 32.00 0.433 CPVC 150 4.88 0 99.70 4.165 34 0.00 11.00 0.00 16.53 1.00 0.00 0.02596 18.50 0.532 36 0.00 11.00 0.00 17.06 1.101 11.88 2F 2.00 0.000 CPVC 150 4.00 0 20.50 0.532 36 0.00 11.00 0.00 17.06 1.00 0.00 0.11341 9.30 1.962 75 0.00 11.00 0.00 19.02 1.101 26.36 FE 8.00 0.000 CPVC 150 8.88 0 17.30 1.962 75 0.00 11.00 0.00 19.02 1.00 0.00 0.11341 6.00 1.021 100 0.00 5.00 0.00 22.64 1.101 26.36 3F 3.00 2.598 CPVC 150 8.88 0 9.00 3.619 100 FS 5.00 22.64 26.32 110 3.00 psi 5.00 25.64 110 0.00 5.00 0.00 25.64 1.00 0.00 0.16067 5.50 3.615 120 0.00 0.00 5.00 31.42 1.025 26.36 ETC 17.00 2.165 TYPE L COPPER TUBE 150 10.25 0 22.50 5.780 120 0.00 0.00 5.00 31.42 1.25 5.00 0.07954 3.00 0.970 130 0.00 -2.00 0.00 33.26 1.265 31.36 3EG 9.20 0.866 TYPE L COPPER TUBE 150 8.00 0 12.20 1.836 130 0.00 -2.00 0.00 33.26 2.00 0.00 0.01367 40.00 0.793 140 0.00 -2.00 0.00 34.05 1.816 31.36 2E 18.00 0.000 HDPE 150 3.88 0 58.00 0.793 140 Meter -2.00 34.05 31.36 150 1.00 psi -2.00 35.15 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher 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) 150 0.00 -2.00 0.00 35.15 1.00 0.00 0.22158 20.00 6.869 160 0.00 -2.00 0.00 42.02 1.025 31.36 B 11.00 0.000 TYPE L COPPER TUBE 150 12.19 0 31.00 6.869 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 Asher 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:26.36 gpm Average Sprinkler Flow:13.18 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 150 - 160 ) 12.19 ft/sec Maximum Velocity Pressure ( In Pipe 150 - 160 ) 1.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0074 psi Actual Average Nodal Pressure Imbalance: 0.0021 psi Actual Maximum Nodal Flow Imbalance: -0.0325 gpm Actual Average Nodal Flow Imbalance: 0.0029 gpm Overall Network Summary Number Of Unique Pipe Sections: 25 Number Of Flowing Sprinklers:2 Pipe System Water Volume:35.47 gal Sprinkler Flow:26.36 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:42.02 psi Demand Flow At System Inflow Node: 31.36 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Asher Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 70 63 17 0 10 20 30 40 50 60 70 80 90 100 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Supply Curve Data Static Pressure: 69.5 psi Test Residual Pressure: 62.5 psi Test Flow Rate: 33.6 gpm Demand Curve Data Calculated Residual Pressure: 42.02 psi Calculated Flow Rate: 31.36 gpm Excess Available Residual Pressure At Calculated Flow: 21.32 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems Page 1 of 6 SEPTEMBER 2019 TFP400 IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers (TY2234) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 in. (6,4 mm) of recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable Approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprin- kler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Resi- dential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compli- ance with this document and the appli- cable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY2234 TFP400 Page 2 of 6 Technical Data Approvals UL Listed (for use with wet pipe and dry pipe systems) C-UL Listed (for use only with wet pipe systems) Certified to all requirements of NSF/ANSI 61 Australian WaterMark Certified Note: Sprinklers with a polyester finish are UL Listed as corrosion-resistant sprinklers. See the Design Criteria section for details on these approvals. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/psi½ (70,6 LPM/bar ½) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White Polyester Coated, Signal White Polyester Coated, or Chrome Plated Physical Characteristics Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Brass Button . . . . . . . . . . . . . . . . . . . . . . . . . . . Copper Sealing Assembly ..Beryllium Nickel w/TEFLON Bulb (3 mm) . . . . . . . . . . . . . . . . . . . . . . . . Glass Compression Screw . . . . . . . . . . . . . . . . .Bronze Deflector . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er’s recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling TypesSmooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum re quired sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of design sprinklers as specified in NFPA 13D or NFPA 13R. The number of design sprinklers speci- fied in NFPA 13D and 13R for wet pipe systems is to be applied when design- ing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A or B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the design area comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water DeliveryWhen using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin-kler systems, the time for water deliv- ery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 in. to 4 in. SURFACE ESCUTCHEON PLATE SEATING 1-5/8" (41,3 mm) -2 Button Temperature rating is indicated on Deflector. Deflector Compression Screw Bulb Sealing Assembly -6 * -4 5 - 3 - * * 6 4 5 1 3 2 Components: Frame1- 1/2" NPT 7/16" (11,1 mm) MAKE-IN NOMINAL ESCUTCHEON STYLE 20 RECESSEDWRENCH (57,2 mm) 2-1/4" FLATS (73,0 mm) 2-7/8" DIA. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) TFP400 Page 3 of 6 Maximum Coverage Area (1) ft x ft (m x m) WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Ordinary Temperature Rating 155°F (68°C)Intermediate Temperature Rating 175°F (79°C)Deflector to Ceiling Installation Type Minimum Spacing ft (m) Flow gpm (l/min) Pressure psi (bar) Flow gpm (l/min) Pressure psi (bar) 12 x 12 (3,7 x 3,7) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48)Smooth Ceilings 1-1/4 in. to 4 in. Beamed Ceilings per NFPA 13D or 13R 1-1/4 in. to 1-3/4 in. below bottom of beam. Recessed using Style 20 Escutcheon or non-recessed per NFPA 13D, 13R, or 13 8(2,4) 14 x 14 (4,3 x 4,3) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48) 16 x 16 (4,9 x 4,9)13 (49,2)7.0 (0,48)13 (49,2)7.0 (0,48) 18 x 18 (5,5 x 5,5) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) 20 x 20 (6,1 x 6,1) 20 (75,7) 16.7 (1,15) 20 (75,7) 16.7 (1,15) Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (lpm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. See Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. Maximum Coverage Area (1) ft x ft (m x m) DRY PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Ordinary Temperature Rating 155°F (68°C)Intermediate Temperature Rating 175°F (79°C)Deflector to Ceiling Installation Type Minimum Spacing ft (m) Flow gpm (l/min) Pressure psi (bar) Flow gpm (l/min) Pressure psi (bar) 12 x 12 (3,7 x 3,7) 13 (49,2) 7.0 (0,48) 13 (49,2) 7.0 (0,48)Smooth Ceilings 1-1/4 in. to 4 in. Beamed Ceilings per NFPA 13D or 13R 1-1/4 in. to 1-3/4 in. below bottom of beam. Recessed using Style 20 Escutcheon or non-recessed per NFPA 13D, 13R, or 13 8 (2,4) 14 x 14 (4,3 x 4,3)14 (53,0)8.2 (0,57)14 (53,0)8.2 (0,57) 16 x 16 (4,9 x 4,9)15 (56,8)9.4 (0,65)15 (56,8)9.4 (0,65) 18 x 18 (5,5 x 5,5) 18 (68,1) 13.5 (0,93) 18 (68,1) 13.5 (0,93) 20 x 20 (6,1 x 6,1) 21 (79,5) 18.4 (1,27) 21 (79,5) 18.4 (1,27) Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (lpm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. See Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP400 Page 4 of 6 Sprinkler Spacing The minimum spacing between sprin- klers is 8 ft (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically calcu- lated, for example, maximum 12 ft for a 12 ft x 12 ft coverage area, or 20 ft for a 20 ft x 20 ft coverage area. Installation TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N∙m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A. Install recessed pendent sprin- klers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TY2234 2-7/8" DIA. (73,0 mm) (57,2 mm) 2-1/4" DIA. MOUNTING SPRINKLER CLOSURE SURFACE FITTING FACE OF (11,1±3,2 mm) 7/16±1/8" MOUNTING PLATE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) (3,2 mm) 1/8" 1/2" (12,7 mm) 1/4" (6,4 mm) RECESS WRENCH WITH SPRINKLER ENGAGEMENT IN TO ENSURE WRENCHING AREA PUSH WRENCH WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH FIGURE 3 W-TYPE 6 SPRINKLER WRENCH TFP400 Page 5 of 6 Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. See the Installation section. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION, for example, NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII 4.9K Residential Pendent Sprinkler (TY2234), (specify temperature rating), with (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-201-1-155 Pure White (RAL 9010) Polyester1, 2 ..................51-201-3-155 Signal White (RAL 9003) Polyester1 ....................51-201-4-155 Chrome Plated ................51-201-9-155 175°F (79°C) Natural Brass .................51-201-1-175 Pure White (RAL 9010) Polyester1, 2 ..................51-201-3-175 Signal White (RAL 9003) Polyester1 ....................51-201-4-175 Chrome Plated . . . . . . . . . . . . . . . . 51-201-9-175 1. UL Listed as corrosion-resistant. 2. Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP400 Page 6 of 6 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 © 2019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. 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 April 14, 2022 J D Mechanical Fire Inc 82579 Fleming Way #D La Quinta, CA 92201 Re: Residential Fire Sprinkler Plan Review – ASHER KITCHEN ADD ON FSS2022-0104 / 53389 ROSS AVE, 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: 53389 ROSS AVE PERMIT#: FSS2022-0104 DATE ISSUED: 4/14/2022 DESCRIPTION: ASHER KITCHEN ADD ON 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.