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FSS2020-0166
ADDITIONAL SITES CHRONOLOGY CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE JULIA AGGREH 2/25/2022 2/25/2022 CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 10/18/21 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND EXTENDED PERMIT TO 2/28/22 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR FOR APPROVAL. NOTE KAYLI ALFORD 12/15/2020 12/15/2020 APPLICANT APPLIED FOR TWO PERMITS WITH SAME ADDRESS OF 53675 PIKE PL (FSS2020-0166 & 0167). FSS2020- 0166 HAS DOCUMENTS UPLOADED FOR LOT 86, WHICH IS 53715 PIKE PLACE. ADDRESS WILL BE CHANGED TO REFLECT CORRECT ADDRESS AND LOT NUMBER. CONDITIONS Description: MADISON CLUB / FIRE SPRINKLER / BRES2019-0340 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 12/15/2020 ECON Parcel No: 767700038 Site Address: 53715 PIKE PL LA QUINTA,CA 92253 Approved: 1/4/2021 KHET Subdivision: TR 33076-2 Block: Lot: 86 Issued: 1/6/2021 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/1/2022 KHET Valuation: $17,470.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Friday, February 24, 2023 1:30:20 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0166 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 BILL TO JD MECHANICAL FIRE INC.82579 Fleming Way, Suite D Indio CA 92201 (760)775-6220 kathy@jdmechanical.c o CONTRACTOR J D MECHANICAL FIRE INC 82579 FLEMING WAY SUITE D INDIO CA 92201 (760)775-6220 KATHY@JDMECHANIC AL.CO OWNER EAST OF MADISON P O BOX 1482 LA QUINTA CA 0 (760)775-6220 READY TO ISSUE CHECKLIST KAYLI ALFORD 12/15/2020 PENDING FEES DUE FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $161.00 $161.00 10/19/21 R68160 633096222 92 CREDIT JOHN DOVER AMA FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $242.00 $242.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE INC ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 2/25/22 WEB10836 635609393 31 CREDIT 1020141 ECON Total Paid for FIRE FEES: $728.00 $728.00 PAYMENT OVER COLLECTED 101-0000-20330 0 $161.00 $161.00 10/19/21 R68167 WEB9635 CREDIT JOHN DOVER AMA PAYMENT OVER COLLECTED 101-0000-20330 0 $161.00 $161.00 10/19/21 R68167 WEB9635 CREDIT JOHN DOVER AMA Total Paid for PAYMENT OVER COLLECTED: $322.00 $322.00 Printed: Friday, February 24, 2023 1:30:20 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0166 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 4/21/2021 4/21/2021 APPROVED OVERHEAD ROUGH PIPING KHET 4/21/2021 4/21/2021 APPROVED REVISED PLANS/CALCS REVISED PLANS AND CALCS REQUIRED. FEES APPLICABLE FIRE FINAL**KHET 2/28/2022 3/1/2022 APPROVED pending pic of corr Pending pic of corrections - pantry needs 4" clearance Photo received. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST FIRE (2 WK)KOHL HETRICK 12/15/2020 1/4/2021 1/4/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 12/15/2020 12/16/2020 12/15/2020 COMPLETE 2ND FIRE (1 WK)KOHL HETRICK 5/12/2021 5/19/2021 5/20/2021 APPROVED REVISED PLANS/CALCS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 1/6/21 WEB7097 114751 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,065.00 $1,065.00 Printed: Friday, February 24, 2023 1:30:20 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0166 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/15/2020 EtrakitContractor AREA 3 LOT 86.pdf 1 DOC 12/15/2020 EtrakitContractor AREA 2 LOT 86.pdf 1 DOC 12/15/2020 EtrakitContractor 8464 Senju Concealed 4 9 LOT 86.pdf 1 DOC 12/15/2020 EtrakitContractor 2236 Tyco Pendent 4 9 LOT 86.pdf 1 DOC 12/15/2020 EtrakitContractor AREA 1 LOT 86.pdf 1 DOC 12/15/2020 EtrakitContractor PIKES PLACE C FS PLAN LOT 86.pdf 1 DOC 5/12/2021 EtrakitContractor PIKES PLACE C AS BUILT.pdf 1 DOC 5/12/2021 EtrakitContractor AREA 1.pdf Pikes 86 as built.pdf 1 DOC 5/12/2021 EtrakitContractor AREA 2.pdf Pikes 86 as built.pdf 1 DOC 5/12/2021 EtrakitContractor AREA 3.pdf Pikes 86 as built.pdf 1 DOC 2/14/2022 Etrakit Contractor AREA 3.pdf lot 86 as builts.pdf 1 DOC 2/14/2022 Etrakit Contractor AREA 1.pdf lot 86 as builts.pdf 1 DOC 2/14/2022 Etrakit Contractor AREA 2.pdf lot 86 as builts.pdf 1 DOC 2/14/2022 Etrakit Contractor PIKES PLACE C AS BUILT.pdf lot 86.pdf 1 DOC 2/25/2022 JULIA AGGREH Extension Request Ltr.pdf Extension Request Ltr.pdf 0 DOC 1/4/2021 KOHL HETRICK FSS2020-0166 APPROVED PLANS AND CALCS.pdf FSS2020-0166 APPROVED PLANS AND CALCS.pdf 1 Printed: Friday, February 24, 2023 1:30:20 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0166 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/4/2021 KOHL HETRICK FSS2020-0166 COA AND JOB CARD.pdf FSS2020-0166 COA AND JOB CARD.pdf 1 DOC 4/21/2021 KOHL HETRICK FSS2020-0166 - 4-21- 2021 - INSP NOTES.pdf FSS2020-0166 - 4-21- 2021 - INSP NOTES.pdf 1 DOC 5/20/2021 KOHL HETRICK FSS2020-0166 - REVISED APPROVED PLANS AND CALCS.pdf FSS2020-0166 - REVISED APPROVED PLANS AND CALCS.pdf 1 Printed: Friday, February 24, 2023 1:30:20 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER FSS2020-0166 FSS2020-0166 - REV 1 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Pikes Place B Project File Name: Pikes B..fiw Designed By: Chad Ryan Date: 5/11/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 1 Building Owner: Contact at Building:Phone at Building: Address Of Building: 53-635 Pike Pl City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 205 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 32.45 gpm Calculated Inflow Residual Pressure: 59.68 psi Available Residual Pressure At System Flow:70.99 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: 28 Number Of Active Pipes: 28 Number Of Inactive Pipes: 172 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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 10.00 13.01 7.05 0.75 13.01 0.09458 0.50 0.709 2 0.00 10.50 0.00 7.54 0.874 13.01 E 7.00 -0.217 CPVC 150 6.96 0 7.50 0.493 2 0.00 10.50 0.00 7.54 0.75 0.00 0.09458 13.00 1.324 4 0.00 10.00 0.00 9.08 0.874 13.01 F 1.00 0.217 CPVC 150 6.96 0 14.00 1.541 3 4.90 10.00 14.44 8.68 0.75 14.44 0.11467 0.50 0.401 4 0.00 10.00 0.00 9.08 0.874 14.44 T 3.00 0.000 CPVC 150 7.72 0 3.50 0.401 4 0.00 10.00 0.00 9.08 0.75 0.00 0.37642 3.50 3.952 22 0.00 10.50 0.00 12.82 0.874 27.45 E 7.00 -0.217 CPVC 150 14.68 0 10.50 3.736 22 0.00 10.50 0.00 12.82 0.75 0.00 0.37642 28.50 11.481 24 0.00 10.50 0.00 24.30 0.874 27.45 2F 2.00 0.000 CPVC 150 14.68 0 30.50 11.481 24 0.00 10.50 0.00 24.30 1.00 0.00 0.12227 21.50 3.485 26 0.00 10.50 0.00 27.78 1.101 27.45 E 7.00 0.000 CPVC 150 9.25 0 28.50 3.485 26 0.00 10.50 0.00 27.78 0.75 0.00 0.00000 4.00 0.000 34 0.00 10.50 0.00 27.78 0.824 0.00 2E 4.00 0.000 SCHEDULE 40 PVC 150 0.00 0 8.00 0.000 6 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 5.00 0.000 28 0.00 23.00 0.00 28.30 0.874 0.00 2E 14.00 0.000 CPVC 150 0.00 0 19.00 0.000 8 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 7.00 0.000 28 0.00 23.00 0.00 28.30 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 10.00 0.000 28 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 11.50 0.000 30 0.00 23.00 0.00 28.30 0.874 0.00 FT 4.00 0.000 CPVC 150 0.00 0 15.50 0.000 30 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 18.50 0.000 32 0.00 23.00 0.00 28.30 0.874 0.00 4FT 7.00 0.000 CPVC 150 0.00 0 25.50 0.000 10 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 14.00 0.000 32 0.00 23.00 0.00 28.30 0.874 0.00 ----- 0.00 0.000 CPVC 150 0.00 0 14.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 32 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 17.50 0.000 36 0.00 23.00 0.00 28.30 0.874 0.00 2FE 9.00 0.000 CPVC 150 0.00 0 26.50 0.000 30 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 87.50 0.000 38 0.00 23.00 0.00 28.30 0.874 0.00 9F2ET 26.00 0.000 CPVC 150 0.00 0 113.50 0.000 36 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 40.00 0.000 38 0.00 23.00 0.00 28.30 0.874 0.00 4FE 11.00 0.000 CPVC 150 0.00 0 51.00 0.000 26 0.00 10.50 0.00 27.78 1.00 0.00 0.12227 48.50 5.930 40 0.00 10.50 0.00 33.71 1.101 27.45 ----- 0.00 0.000 CPVC 150 9.25 0 48.50 5.930 38 0.00 23.00 0.00 28.30 0.75 0.00 0.00000 13.50 0.000 40 0.00 10.50 0.00 33.71 0.874 0.00 2ET 17.00 5.413 CPVC 150 0.00 0 30.50 5.413 40 0.00 10.50 0.00 33.71 1.00 0.00 0.12227 37.50 5.686 42 0.00 10.50 0.00 39.40 1.101 27.45 2FE 9.00 0.000 CPVC 150 9.25 0 46.50 5.686 42 0.00 10.50 0.00 39.40 1.00 0.00 0.12227 22.00 3.790 100 0.00 10.50 0.00 43.19 1.101 27.45 2FE 9.00 0.000 CPVC 150 9.25 0 31.00 3.790 100 0.00 10.50 0.00 43.19 1.25 0.00 0.03875 6.50 0.484 110 0.00 5.00 0.00 46.06 1.394 27.45 3F 6.00 2.382 CPVC 150 5.77 0 12.50 2.866 110 ACV 5.00 46.06 27.45 115 3.00 psi 5.00 49.07 115 0.00 5.00 0.00 49.07 1.25 0.00 0.06218 5.00 0.684 120 0.00 0.00 0.00 51.91 1.265 27.45 3F 6.00 2.165 TYPE L COPPER TUBE 150 7.01 0 11.00 2.849 120 0.00 0.00 0.00 51.91 1.25 0.00 0.06218 1.00 0.435 135 0.00 0.00 5.00 52.35 1.265 27.45 T 6.00 0.000 TYPE L COPPER TUBE 150 7.01 0 7.00 0.435 135 0.00 0.00 5.00 52.35 1.25 5.00 0.08474 4.00 1.119 160 0.00 -3.00 0.00 54.77 1.265 32.45 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.28 0 13.20 2.418 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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) 160 0.00 -3.00 0.00 54.77 2.00 0.00 0.01457 30.00 0.539 180 0.00 -4.00 0.00 55.74 1.816 32.45 F 7.00 0.433 HDPE SDR-9 150 4.02 0 37.00 0.972 180 0.00 -4.00 0.00 55.74 1.50 0.00 0.03637 2.00 0.364 185 0.00 -3.00 0.00 55.67 1.505 32.45 2E 8.00 -0.433 TYPE L COPPER TUBE 150 5.85 0 10.00 -0.069 185 Meter -3.00 55.67 32.45 190 2.00 psi -3.00 57.67 190 0.00 -3.00 0.00 57.67 2.00 0.00 0.01169 20.00 0.270 200 0.00 -7.00 0.00 59.68 1.900 32.45 B 3.06 1.732 TYPE L COPPER TUBE 150 3.67 0 23.06 2.002 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 Pikes Place B 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:0.054 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:27.45 gpm Average Sprinkler Flow:13.72 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 22 - 24 ) 14.68 ft/sec Maximum Velocity Pressure ( In Pipe 22 - 24 ) 1.45 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0015 psi Actual Average Nodal Pressure Imbalance: 0.0009 psi Actual Maximum Nodal Flow Imbalance: -0.0004 gpm Actual Average Nodal Flow Imbalance: 0.0001 gpm Overall Network Summary Number Of Unique Pipe Sections: 28 Number Of Flowing Sprinklers:2 Pipe System Water Volume:17.14 gal Sprinkler Flow:27.45 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:59.68 psi Demand Flow At System Inflow Node: 32.45 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 71 6464 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 59.68 psi Calculated Flow Rate: 32.45 gpm Excess Available Residual Pressure At Calculated Flow: 11.31 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 Pikes Place B Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Pikes Place B Project File Name: Pikes B..fiw Designed By: Chad Ryan Date: 5/11/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 2 Building Owner: Contact at Building:Phone at Building: Address Of Building: 53-635 Pike Pl 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 31.80 gpm Calculated Inflow Residual Pressure: 61.03 psi Available Residual Pressure At System Flow:70.99 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: 28 Number Of Active Pipes: 28 Number Of Inactive Pipes: 172 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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 10.50 0.00 35.64 0.75 0.00 0.00000 13.00 0.000 4 0.00 10.00 0.00 35.85 0.874 0.00 F 1.00 0.217 CPVC 150 0.00 0 14.00 0.217 7 4.90 22.50 13.01 7.05 0.75 13.01 0.09450 0.50 0.709 8 0.00 23.00 0.00 7.54 0.874 13.00 E 7.00 -0.217 CPVC 150 6.95 0 7.50 0.492 9 4.90 22.50 13.79 7.92 0.75 13.79 0.10538 0.50 0.790 10 0.00 23.00 0.00 8.50 0.874 13.79 E 7.00 -0.217 CPVC 150 7.38 0 7.50 0.574 4 0.00 10.00 0.00 35.85 0.75 0.00 0.00000 3.50 0.000 22 0.00 10.50 0.00 35.64 0.874 0.00 E 7.00 -0.217 CPVC 150 0.00 0 10.50 -0.216 22 0.00 10.50 0.00 35.64 0.75 0.00 0.00000 28.50 0.000 24 0.00 10.50 0.00 35.64 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 30.50 0.000 24 0.00 10.50 0.00 35.64 1.00 0.00 0.00000 21.50 0.000 26 0.00 10.50 0.00 35.64 1.101 0.00 E 7.00 0.000 CPVC 150 0.00 0 28.50 0.000 26 0.00 10.50 0.00 35.64 0.75 0.00 0.00000 4.00 0.000 34 0.00 10.50 0.00 35.64 0.824 0.00 2E 4.00 0.000 SCHEDULE 40 PVC 150 0.00 0 8.00 0.000 6 0.00 23.00 0.00 8.49 0.75 0.00 0.00000 5.00 0.000 28 0.00 23.00 0.00 8.49 0.874 0.00 2E 14.00 0.000 CPVC 150 0.00 0 19.00 0.000 8 0.00 23.00 0.00 7.54 0.75 0.00 0.09450 7.00 0.945 28 0.00 23.00 0.00 8.49 0.874 13.00 T 3.00 0.000 CPVC 150 6.95 0 10.00 0.945 28 0.00 23.00 0.00 8.49 0.75 0.00 0.09453 11.50 1.465 30 0.00 23.00 0.00 9.95 0.874 13.01 FT 4.00 0.000 CPVC 150 6.96 0 15.50 1.465 10 0.00 23.00 0.00 8.50 0.75 0.00 0.10538 14.00 1.475 32 0.00 23.00 0.00 9.97 0.874 13.79 ----- 0.00 0.000 CPVC 150 7.38 0 14.00 1.475 30 0.00 23.00 0.00 9.95 0.75 0.98 0.00078 18.50 0.020 32 0.00 23.00 0.00 9.97 0.874 0.98 4FT 7.00 0.000 CPVC 150 0.52 0 25.50 0.020 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 32 0.00 23.00 0.00 9.97 0.75 0.00 0.11958 17.50 3.169 36 0.00 23.00 0.00 13.14 0.874 14.77 2FE 9.00 0.000 CPVC 150 7.90 0 26.50 3.169 30 0.00 23.00 0.00 9.95 0.75 12.03 0.08183 87.50 9.288 38 0.00 23.00 0.00 19.24 0.874 12.03 9F2ET 26.00 0.000 CPVC 150 6.43 0 113.50 9.288 36 0.00 23.00 0.00 13.14 0.75 0.00 0.11958 40.00 6.099 38 0.00 23.00 0.00 19.24 0.874 14.77 4FE 11.00 0.000 CPVC 150 7.90 0 51.00 6.099 26 0.00 10.50 0.00 35.64 1.00 0.00 0.00000 48.50 0.000 40 0.00 10.50 0.00 35.64 1.101 0.00 ----- 0.00 0.000 CPVC 150 0.00 0 48.50 0.000 38 0.00 23.00 0.00 19.24 0.75 0.00 0.36013 13.50 10.984 40 0.00 10.50 0.00 35.64 0.874 26.80 2ET 17.00 5.413 CPVC 150 14.33 0 30.50 16.396 40 0.00 10.50 0.00 35.64 1.00 0.00 0.11701 37.50 5.441 42 0.00 10.50 0.00 41.08 1.101 26.80 2FE 9.00 0.000 CPVC 150 9.03 0 46.50 5.441 42 0.00 10.50 0.00 41.08 1.00 0.00 0.11701 22.00 3.627 100 0.00 10.50 0.00 44.71 1.101 26.80 2FE 9.00 0.000 CPVC 150 9.03 0 31.00 3.627 100 0.00 10.50 0.00 44.71 1.25 0.00 0.03708 6.50 0.464 110 0.00 5.00 0.00 47.55 1.394 26.80 3F 6.00 2.382 CPVC 150 5.63 0 12.50 2.845 110 ACV 5.00 47.55 26.79 115 3.00 psi 5.00 50.55 115 0.00 5.00 0.00 50.55 1.25 0.00 0.05951 5.00 0.655 120 0.00 0.00 0.00 53.37 1.265 26.80 3F 6.00 2.165 TYPE L COPPER TUBE 150 6.84 0 11.00 2.820 120 0.00 0.00 0.00 53.37 1.25 0.00 0.05951 1.00 0.417 135 0.00 0.00 5.00 53.79 1.265 26.80 T 6.00 0.000 TYPE L COPPER TUBE 150 6.84 0 7.00 0.417 135 0.00 0.00 5.00 53.79 1.25 5.00 0.08166 4.00 1.078 160 0.00 -3.00 0.00 56.16 1.265 31.80 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.12 0 13.20 2.377 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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) 160 0.00 -3.00 0.00 56.16 2.00 0.00 0.01404 30.00 0.519 180 0.00 -4.00 0.00 57.12 1.816 31.80 F 7.00 0.433 HDPE SDR-9 150 3.94 0 37.00 0.952 180 0.00 -4.00 0.00 57.12 1.50 0.00 0.03504 2.00 0.350 185 0.00 -3.00 0.00 57.03 1.505 31.80 2E 8.00 -0.433 TYPE L COPPER TUBE 150 5.74 0 10.00 -0.083 185 Meter -3.00 57.03 31.80 190 2.00 psi -3.00 59.04 190 0.00 -3.00 0.00 59.04 2.00 0.00 0.01126 20.00 0.260 200 0.00 -7.00 0.00 61.03 1.900 31.80 B 3.06 1.732 TYPE L COPPER TUBE 150 3.60 0 23.06 1.992 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 Pikes Place B 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:0.052 gpm/ft² Application Average Area Per Sprinkler: 256.00 ft² Sprinkler Flow:26.80 gpm Average Sprinkler Flow:13.40 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 38 - 40 ) 14.33 ft/sec Maximum Velocity Pressure ( In Pipe 38 - 40 ) 1.38 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0091 psi Actual Average Nodal Pressure Imbalance: 0.0054 psi Actual Maximum Nodal Flow Imbalance: -0.0157 gpm Actual Average Nodal Flow Imbalance: 0.0025 gpm Overall Network Summary Number Of Unique Pipe Sections: 28 Number Of Flowing Sprinklers:2 Pipe System Water Volume:16.95 gal Sprinkler Flow:26.80 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:61.03 psi Demand Flow At System Inflow Node: 31.80 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 71 6464 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 61.03 psi Calculated Flow Rate: 31.80 gpm Excess Available Residual Pressure At Calculated Flow: 9.96 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 Pikes Place B Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: Pikes Place B Project File Name: Pikes B..fiw Designed By: Chad Ryan Date: 5/11/21 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 3 Building Owner: Contact at Building:Phone at Building: Address Of Building: 53-635 Pike Pl 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: 71.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 63.90 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 50.44 psi Available Residual Pressure At System Flow:70.99 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: 27 Number Of Active Pipes: 27 Number Of Inactive Pipes: 173 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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 10.50 0.00 33.16 0.75 0.00 0.00000 13.00 0.000 4 0.00 10.00 0.00 33.38 0.874 0.00 F 1.00 -0.217 CPVC 150 0.00 0 14.00 -0.216 4 0.00 10.00 0.00 33.38 0.75 0.00 0.00000 3.50 0.000 22 0.00 10.50 0.00 33.16 0.874 0.00 E 7.00 0.217 CPVC 150 0.00 0 10.50 0.217 5 4.90 22.50 17.01 12.05 0.75 17.01 0.15529 0.50 1.165 6 0.00 23.00 0.00 13.00 0.874 17.01 E 7.00 -0.217 CPVC 150 9.10 0 7.50 0.948 8 0.00 23.00 0.00 15.95 0.75 0.00 0.00000 7.00 0.000 28 0.00 23.00 0.00 15.95 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 10.00 0.000 10 0.00 23.00 0.00 19.51 0.75 0.00 0.00000 14.00 0.000 32 0.00 23.00 0.00 19.51 0.874 0.00 ----- 0.00 0.000 CPVC 150 0.00 0 14.00 0.000 22 0.00 10.50 0.00 33.16 0.75 0.00 0.00000 28.50 0.000 24 0.00 10.50 0.00 33.16 0.874 0.00 2F 2.00 0.000 CPVC 150 0.00 0 30.50 0.000 24 0.00 10.50 0.00 33.16 1.00 0.00 0.00000 21.50 0.000 26 0.00 10.50 0.00 33.16 1.101 0.00 E 7.00 0.000 CPVC 150 0.00 0 28.50 0.000 26 0.00 10.50 0.00 33.16 1.00 0.00 0.00000 48.50 0.000 40 0.00 10.50 0.00 33.16 1.101 0.00 ----- 0.00 0.000 CPVC 150 0.00 0 48.50 0.000 6 0.00 23.00 0.00 13.00 0.75 0.00 0.15529 5.00 2.951 28 0.00 23.00 0.00 15.95 0.874 17.01 2E 14.00 0.000 CPVC 150 9.10 0 19.00 2.951 28 0.00 23.00 0.00 15.95 0.75 17.01 0.15529 11.50 2.407 30 0.00 23.00 0.00 18.36 0.874 17.01 FT 4.00 0.000 CPVC 150 9.10 0 15.50 2.407 30 0.00 23.00 0.00 18.36 0.75 8.73 0.04519 18.50 1.152 32 0.00 23.00 0.00 19.51 0.874 8.73 4FT 7.00 0.000 CPVC 150 4.67 0 25.50 1.152 26 0.00 10.50 0.00 33.16 0.75 0.00 0.00000 4.00 0.000 34 0.00 10.50 0.00 33.16 0.824 0.00 2E 4.00 0.000 SCHEDULE 40 PVC 150 0.00 0 8.00 0.000 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 32 0.00 23.00 0.00 19.51 0.75 8.73 0.04519 17.50 1.197 36 0.00 23.00 0.00 20.71 0.874 8.73 2FE 9.00 0.000 CPVC 150 4.67 0 26.50 1.197 30 0.00 23.00 0.00 18.36 0.75 8.28 0.04101 87.50 4.654 38 0.00 23.00 0.00 23.01 0.874 8.28 9F2ET 26.00 0.000 CPVC 150 4.43 0 113.50 4.654 36 0.00 23.00 0.00 20.71 0.75 0.00 0.04519 40.00 2.305 38 0.00 23.00 0.00 23.01 0.874 8.73 4FE 11.00 0.000 CPVC 150 4.67 0 51.00 2.305 38 0.00 23.00 0.00 23.01 0.75 0.00 0.15529 13.50 4.736 40 0.00 10.50 0.00 33.16 0.874 17.01 2ET 17.00 5.413 CPVC 150 9.10 0 30.50 10.149 40 0.00 10.50 0.00 33.16 1.00 17.01 0.05044 37.50 2.346 42 0.00 10.50 0.00 35.50 1.101 17.01 2FE 9.00 0.000 CPVC 150 5.73 0 46.50 2.346 42 0.00 10.50 0.00 35.50 1.00 0.00 0.05044 22.00 1.564 100 0.00 10.50 0.00 37.07 1.101 17.01 2FE 9.00 0.000 CPVC 150 5.73 0 31.00 1.564 100 0.00 10.50 0.00 37.07 1.25 0.00 0.01599 6.50 0.200 110 0.00 5.00 0.00 39.65 1.394 17.01 3F 6.00 2.382 CPVC 150 3.58 0 12.50 2.581 110 ACV 5.00 39.65 17.01 115 3.00 psi 5.00 42.66 115 0.00 5.00 0.00 42.66 1.25 0.00 0.02565 5.00 0.282 120 0.00 0.00 0.00 45.11 1.265 17.01 3F 6.00 2.165 TYPE L COPPER TUBE 150 4.34 0 11.00 2.447 120 0.00 0.00 0.00 45.11 1.25 0.00 0.02565 1.00 0.180 135 0.00 0.00 5.00 45.29 1.265 17.01 T 6.00 0.000 TYPE L COPPER TUBE 150 4.34 0 7.00 0.180 135 0.00 0.00 5.00 45.29 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 47.13 1.265 22.01 3EG 9.20 1.299 TYPE L COPPER TUBE 150 5.62 0 13.20 1.844 160 0.00 -3.00 0.00 47.13 2.00 0.00 0.00710 30.00 0.263 180 0.00 -4.00 0.00 47.83 1.816 22.01 F 7.00 0.433 HDPE SDR-9 150 2.73 0 37.00 0.696 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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) 180 0.00 -4.00 0.00 47.83 1.50 0.00 0.01773 2.00 0.177 185 0.00 -3.00 0.00 47.57 1.505 22.01 2E 8.00 -0.433 TYPE L COPPER TUBE 150 3.97 0 10.00 -0.256 185 Meter -3.00 47.57 22.01 190 1.00 psi -3.00 48.57 190 0.00 -3.00 0.00 48.57 2.00 0.00 0.00570 20.00 0.131 200 0.00 -7.00 0.00 50.44 1.900 22.01 B 3.06 1.732 TYPE L COPPER TUBE 150 2.49 0 23.06 1.863 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B 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: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0009 gpm Actual Average Nodal Flow Imbalance: 0.0001 gpm Overall Network Summary Number Of Unique Pipe Sections: 27 Number Of Flowing Sprinklers:1 Pipe System Water Volume:16.62 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:50.44 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs Pikes Place B Prescott, AZ 86301 Page 6 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 71 6464 0 10 20 30 40 50 60 70 80 90 100 1 2 3 4 5 6 7 8 9 10 Supply Curve Data Static Pressure: 71 psi Test Residual Pressure: 63.9 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 50.44 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 20.56 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 Systems Page 1 of 4 NOVEMBER 2019 TFP403 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 (TY2236) 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 (TY2236) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet pipe residential sprinkler sys- tems for one- and two-family dwell- ings and mobile homes per NFPA 13D • wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R • wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings when used with one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by either 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. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2236) 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) TY2236 TY2236 is a replacement for the TY2234. Technical Data Approvals UL and C-UL Listed Certified to all requirements of NSF/ANSI 61 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 TFP403 Page 2 of 4 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 15 or 20 RECESSEDWRENCH (57,2 mm) 2-1/4" FLATS (73,0 mm) 2-7/8" DIA. CROSS SECTION PENDENT RECESSED PENDENT 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING 3/8±5/16" (9,5±7,9 mm) TY2236CLOSURE 5/8" (15,9 mm) FLUSH 1-9/16" (39,7 mm) 15/16" (23,8 mm) 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) MOUNTING SURFACE FACE OF SPRINKLER FITTING 5/16±1/4" (7,9±6,4 mm) TY2236CLOSURE 1-9/16" (39,7 mm) 1-1/16" (27,0 mm) 1/2" (12,7 mm) FLUSH RECESS WRENCH WITH SPRINKLER ENGAGEMENT IN TO ENSURE WRENCHING AREA PUSH WRENCH WRENCH RECESS (END "A" USED FOR TY2236) FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) FIGURE 2 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON FIGURE 3 SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON FIGURE 5 W-TYPE 7 RECESSED SPRINKLER WRENCH FIGURE 4 W-TYPE 6 SPRINKLER WRENCH TFP403 Page 3 of 4 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 and the C-UL Listing, wet pipe systems may be utilized. 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 sprin- kler flow rates are given in Table A as a function of temperature 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. 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 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. 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. 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) 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. 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 us- ing either Style 15 or 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. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2236) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP403 Page 4 of 4 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. 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 apply- ing a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N∙m). Higher levels of torque can distort the sprin- kler 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, as shown in Figure 4. With reference 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 the recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing either the Style 15 or 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, as shown in Figure 5. 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 either the Style 15 Closure or the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 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 inspec- tion, 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 ASSO- CIATION, such as NFPA 25, in addi- tion to the standards of any authorities having jurisdiction. Contact the install- ing 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 (TY2236), (specify temperature rating), with (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-212-1-155 Pure White (RAL 9010) Polyester1, 2 ..................51-212-3-155 Signal White (RAL 9003) Polyester1 ....................51-212-4-155 Chrome Plated ................51-212-9-155 175°F (79°C) Natural Brass ..................51-212-1-175 Pure White (RAL 9010) Polyester1, 2 ..................51-212-3-175 Signal White (RAL 9003) Polyester1 ....................51-212-4-175 Chrome Plated . . . . . . . . . . . . . . . . 51-212-9-175 1. UL Listed as corrosion-resistant. 2. Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 15 Escutcheon with (specify*) finish, P/N (specify*) or Style 20 Recessed Escutcheon 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 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 January 4, 2021 JD Mechanical Fire Inc 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – MADISON CLUB – LOT 86 FSS2020-0166 / 53715 PIKE 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: 53715 PIKE PL PERMIT#: FSS2020-0166 DATE ISSUED: 1/4/2021 DESCRIPTION: LOT 86 – MADISON CLUB 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.