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FSS2021-0063ADDITIONAL 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 EAST OF MADISON P O BOX 1482 LA QUINTA CA 92253 (760)775-6220 CONDITIONS Description: MCCLURE HOMES / FIRE SPRINKLERS / BRES2019-0248 / Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM HOMES Status: FINALED Applied: 3/31/2021 ECON Parcel No: 767700021 Site Address: 53645 HUMBOLDT BLVD LA QUINTA,CA 92253 Approved: 9/28/2022 RWI Subdivision: TR 33076-2 Block: Lot: 69 Issued: 4/26/2021 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/4/2022 LRO Valuation: $27,785.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE PLAN REVISION SUBMITTALS 101-0000-42420 0 $167.00 $167.00 9/28/22 WEB13181 195763268 CREDIT 1020141 ECON Printed: Monday, February 27, 2023 4:10:40 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0063 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 7/27/2021 7/27/2021 APPROVED OVERHEAD ROUGH PIPING KHET 7/27/2021 7/27/2021 APPROVED REVISED PLANS/CALCS REQD REVISED PLANS AND CALCS REQUIRED PRIOR TO FINAL. FEES APPLY. FIRE FINAL**LRO 10/4/2022 10/4/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 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 $242.00 $242.00 4/26/21 WEB8040 130924 CREDIT J D MECHANICAL FIRE INC ECON FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC 101-0000-42420 0 $242.00 $242.00 4/26/21 WEB8040 130924 CREDIT J D MECHANICAL FIRE INC ECON FIRE STAFF - PER HOUR 101-0000-42420 0.5 $83.50 $83.50 9/28/22 WEB13181 195763268 CREDIT 1020141 ECON Total Paid for FIRE FEES: $734.50 $734.50 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 4/26/21 WEB8040 130924 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 4/26/21 WEB8040 130924 CREDIT J D MECHANICAL FIRE INC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$749.50 $749.50 Printed: Monday, February 27, 2023 4:10:40 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0063 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL CONNECTION Scan_0090.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL PLAN 69B FS PLAN.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL PENDENT 8464 Senju Concealed 4.9.pdf lot 69b.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL HYDRAULIC 1 AREA 1.pdf lot 69b.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL HYDRAULIC 2 AREA 2.pdf lot 69b.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL HYDRAULIC 3 AREA 3.pdf lot 69b.pdf 1 DOC 3/31/2021 EtrakitContractor 1ST SUBMITTAL APPLICATION Scan_0091.pdf 1 DOC 9/21/2022 Etrakit Contractor AREA 2 corrections lot 69.pdf 1 DOC 9/21/2022 Etrakit Contractor 6424 lot 69 corrections.pdf 1 DOC 9/21/2022 Etrakit Contractor AREA 1 lot 69 corrections.pdf 1 BOND INFORMATION 1ST FIRE (2 WK)KOHL HETRICK 3/31/2021 4/14/2021 4/15/2021 APPROVED SEE ATTACHMENTS 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 3/31/2021 4/1/2021 4/1/2021 COMPLETE 2ND FIRE (1 WK)REBECCA WINSCOTT 9/21/2022 9/28/2022 9/28/2022 APPROVED SEE NOTES Revised plans and calcs based on observed as- built conditions. Once approved, will need to email the revised approvals and inform of the updated status. *Final Inspections are pending this review and permit extension administration. Printed: Monday, February 27, 2023 4:10:40 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0063 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/21/2022 Etrakit Contractor 69B AS BUILT lot 69 corrections.pdf 1 DOC 4/15/2021 KOHL HETRICK FSS2021-0063 - APPROVED PLANS AND CALCS.pdf FSS2021-0063 - APPROVED PLANS AND CALCS.pdf 1 DOC 4/15/2021 KOHL HETRICK FSS2021-0063 - COA AND JOB CARD.pdf FSS2021-0063 - COA AND JOB CARD.pdf 1 DOC 7/27/2021 KOHL HETRICK FSS2021-0063 - INSP NOTES.pdf FSS2021-0063 - INSP NOTES.pdf 1 DOC 9/28/2022 REBECCA WINSCOTT LQ FSS2021-0063 LOT 69B (As Builts Approved).pdf LQ FSS2021-0063 LOT 69B (As Builts Approved).pdf 1 DOC 9/28/2022 TIFFANY BUSTAMANTE PERMIT EXTENSION LETTER Receipt_2022-09- 28_143428.pdf 0 Printed: Monday, February 27, 2023 4:10:40 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSS2021-0063 = HYDRAULIC NODE POINTHYDRAULIC NODE LOCATIONSSEE RISER DETAIL FOR SIZE &SYSTEM RISER ( IN FEET )GRAPHIC SCALE0203/16 inch = 1'-0"0105UPJD MECHANICAL FIRE INC SPRINKLERCIELINGPIPINGCPVCINSULATIONSOFT STRAPSINGLE HOLEBOTTOM CHORD OF TRUSSHEAT-ZONE1'-5"1'-5"8'-9"1'-5"2'-11"4"14'-7"2'4'-4"10'-10"3'-2"13'-2"3'-2"13'-2"1'-7"2'-4"7'-3"13'-8"2'-4"7'-3"3'-1"10'-2"4'-9"3'1'-8"8'-5"2'-1"9'-9"1'-5"3'-2"3'-11"4'-1"5'-2"4'-8"13'-1"5'-2"4'-8"12'-10"8'-5"3'-7"4'-5"8'-10"3'-3"9'-5"10'-10"3'-3"9'-5"8'-9"2'-1"5'-7"1'-9"9'-11"5'-7" 3'-1"9'-3" 3'-1"9'-3"12'-8"3'-1"9'-3"11'-7"3'-1"9'-3"4'-3"4'-1"9'-3"7'-7"5'-2"4'-8"10'-6"5'-6"4'-6"6'-8"6"8'-10"6'-9"8'-3"13'-1" 5'-11"3'-2"9'-5"1'-8"7'-2"2'-9"15'-4"2'-9"4'-6"3'-4"3'-3"3'-10"1'-2"14'-11"1'-8"1'-6"1'-9"1'-3"4'-4"4'-4"5'-6"8'5'-8"8'-1"4'-11"2'3'-9"6'-6"4'-9"4'-4"11'-2"8'-4"14'-2"9'-8"14'-2"6'-10" 8'-1"7'-10"2'-9"10'-3"26'-4"10'-3"3'1'-6"5'-9"9"4'-11"3'-11"6'-6"6"4'-3"7'-9"1'-10"4'-2"7'-10"9'-10"2'-11"10'-11"5'-1"5'-1"7'-6"4'-8"5'13'4'-5"13' 13'16'4'-6"10'-5"4'-5"13'7'-8"4'-10"2'-4"7'-3"4'-10"5'-6"9'-6"6'-8"6'-11"4'-5"13'13'4'-5"3'-11"7'-5"9'-1"7'-1"7'-1"15'-10"5'-4"9'-7"3'-8"5'-9" 9'-7"12'-5"4'-6"1'9'-6"11" 6'-6"3'8'-2"6'-6"3'8'-2"1" Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: 69B Project File Name: 69B..fiw Designed By: Chad Ryan Date: 9/21/22 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 1 Building Owner: Contact at Building:Phone at Building: Address Of Building:City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft² Maximum Area Per Sprinkler: 256 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 162 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 80.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 72.00 psi Calculated System Flow Rate: 32.49 gpm Calculated Inflow Residual Pressure: 69.31 psi Available Residual Pressure At System Flow:79.99 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: 36 Number Of Active Pipes: 39 Number Of Inactive Pipes: 161 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B 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 14.50 13.01 7.05 0.75 13.01 0.09457 0.50 0.709 2 0.00 15.00 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 15.00 0.00 7.54 0.75 0.00 0.09457 13.50 1.371 4 0.00 15.00 0.00 8.91 0.874 13.01 F 1.00 0.000 CPVC 150 6.96 0 14.50 1.371 3 4.90 14.50 14.48 8.73 0.75 14.48 0.11522 0.50 0.403 4 0.00 15.00 0.00 8.91 0.874 14.48 T 3.00 -0.217 CPVC 150 7.74 0 3.50 0.187 4 0.00 15.00 0.00 8.91 0.75 0.00 0.37733 3.50 2.453 22 0.00 15.00 0.00 11.37 0.874 27.48 T 3.00 0.000 CPVC 150 14.70 0 6.50 2.453 6 0.00 10.50 0.00 15.60 0.75 0.00 0.00000 2.00 0.000 24 0.00 10.50 0.00 15.60 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 5.00 0.000 22 0.00 15.00 0.00 11.37 0.75 8.72 0.04516 16.50 2.280 24 0.00 10.50 0.00 15.60 0.874 8.72 3F4ET 34.00 1.949 CPVC 150 4.67 0 50.50 4.229 22 0.00 15.00 0.00 11.37 0.75 18.76 0.18615 17.50 4.002 26 0.00 15.00 0.00 15.37 0.874 18.76 FT 4.00 0.000 CPVC 150 10.03 0 21.50 4.002 26 0.00 15.00 0.00 15.37 0.75 8.37 0.04184 36.00 2.929 28 0.00 15.00 0.00 18.30 0.874 8.37 3F4ET 34.00 0.000 CPVC 150 4.48 0 70.00 2.929 26 0.00 15.00 0.00 15.37 0.75 10.39 0.06236 29.00 2.120 30 0.00 15.00 0.00 17.49 0.874 10.39 2FT 5.00 0.000 CPVC 150 5.55 0 34.00 2.120 28 0.00 15.00 0.00 18.30 0.75 4.50 0.01327 29.00 0.451 32 0.00 15.00 0.00 18.75 0.874 4.50 5F 5.00 0.000 CPVC 150 2.41 0 34.00 0.451 30 0.00 15.00 0.00 17.49 0.75 4.32 0.01229 55.50 1.260 32 0.00 15.00 0.00 18.75 0.874 4.32 2F6ET 47.00 0.000 CPVC 150 2.31 0 102.50 1.260 30 0.00 15.00 0.00 17.49 0.75 6.07 0.02307 25.00 0.692 34 0.00 10.50 0.00 20.13 0.874 6.07 2FT 5.00 1.949 CPVC 150 3.25 0 30.00 2.641 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B 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 15.00 0.00 18.75 0.75 0.00 0.04606 25.00 1.428 36 0.00 15.00 0.00 20.18 0.874 8.82 3FT 6.00 0.000 CPVC 150 4.72 0 31.00 1.428 34 0.00 10.50 0.00 20.13 0.75 0.00 0.02307 40.50 1.996 36 0.00 15.00 0.00 20.18 0.874 6.07 4F6E 46.00 -1.949 CPVC 150 3.25 0 86.50 0.047 24 0.00 10.50 0.00 15.60 0.75 0.00 0.04517 47.00 3.659 38 0.00 10.50 0.00 19.25 0.874 8.73 6F4E 34.00 0.000 CPVC 150 4.67 0 81.00 3.659 28 0.00 15.00 0.00 18.30 0.75 3.87 0.01005 102.00 1.356 40 0.00 10.50 0.00 21.60 0.874 3.87 9F3ET 33.00 1.949 CPVC 150 2.07 0 135.00 3.305 38 0.00 10.50 0.00 19.25 0.75 0.00 0.04517 45.00 2.349 40 0.00 10.50 0.00 21.60 0.874 8.73 4FT 7.00 0.000 CPVC 150 4.67 0 52.00 2.349 36 0.00 15.00 0.00 20.18 0.75 0.00 0.12136 48.50 8.313 42 0.00 10.50 0.00 30.44 0.874 14.89 6F2E 20.00 1.949 CPVC 150 7.96 0 68.50 10.262 40 0.00 10.50 0.00 21.60 0.75 0.00 0.08911 29.00 5.792 44 0.00 0.00 0.00 31.94 0.874 12.60 F5E 36.00 4.547 CPVC 150 6.74 0 65.00 10.339 44 0.00 0.00 0.00 31.94 1.25 0.00 0.01472 3.00 0.132 46 0.00 -2.00 0.00 32.94 1.265 12.60 2E 6.00 0.866 TYPE L COPPER TUBE 150 3.22 0 9.00 0.998 46 0.00 -2.00 0.00 32.94 1.25 0.00 0.01035 60.00 0.693 48 0.00 -2.00 0.00 33.63 1.360 12.60 E 7.00 0.000 HDPE SDR-9 150 2.78 0 67.00 0.693 48 0.00 -2.00 0.00 33.63 1.25 0.00 0.01472 3.00 0.132 50 0.00 0.00 0.00 32.90 1.265 12.60 2E 6.00 -0.866 TYPE L COPPER TUBE 150 3.22 0 9.00 -0.734 50 0.00 0.00 0.00 32.90 0.75 0.00 0.08911 76.50 12.253 52 0.00 10.50 0.00 40.61 0.874 12.60 6F7E2T 61.00 -4.547 CPVC 150 6.74 0 137.50 7.706 42 0.00 10.50 0.00 30.44 0.75 0.00 0.12136 62.50 10.376 54 0.00 0.00 0.00 45.36 0.874 14.89 6F2ET 23.00 4.547 CPVC 150 7.96 0 85.50 14.923 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B 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) 54 0.00 0.00 0.00 45.36 1.25 0.00 0.02005 3.00 0.180 56 0.00 -2.00 0.00 46.41 1.265 14.89 2E 6.00 0.866 TYPE L COPPER TUBE 150 3.80 0 9.00 1.046 56 0.00 -2.00 0.00 46.41 1.25 0.00 0.01409 23.00 0.423 58 0.00 -2.00 0.00 46.83 1.360 14.89 E 7.00 0.000 HDPE SDR-9 150 3.29 0 30.00 0.423 58 0.00 -2.00 0.00 46.83 1.25 0.00 0.02005 3.00 0.180 60 0.00 0.00 0.00 46.14 1.265 14.89 2E 6.00 -0.866 TYPE L COPPER TUBE 150 3.80 0 9.00 -0.686 52 0.00 10.50 0.00 40.61 0.75 0.00 0.08911 59.00 7.485 62 0.00 10.50 0.00 48.09 0.874 12.60 F3ET 25.00 0.000 CPVC 150 6.74 0 84.00 7.485 60 0.00 0.00 0.00 46.14 0.75 0.00 0.12136 40.50 6.493 62 0.00 10.50 0.00 48.09 0.874 14.89 6FE 13.00 -4.547 CPVC 150 7.96 0 53.50 1.946 62 0.00 10.50 0.00 48.09 1.00 0.00 0.12258 8.00 1.839 100 0.00 10.50 0.00 49.93 1.101 27.49 E 7.00 0.000 CPVC 150 9.26 0 15.00 1.839 100 0.00 10.50 0.00 49.93 1.00 0.00 0.12258 5.50 1.042 110 0.00 5.00 0.00 53.35 1.101 27.49 3F 3.00 2.382 CPVC 150 9.26 0 8.50 3.423 110 ACV 5.00 53.35 27.47 115 3.00 psi 5.00 56.36 115 0.00 5.00 0.00 56.36 1.00 0.00 0.17365 5.00 1.910 120 0.00 0.00 0.00 60.43 1.025 27.49 3F 6.00 2.165 TYPE L COPPER TUBE 150 10.69 0 11.00 4.075 120 0.00 0.00 0.00 60.43 1.00 0.00 0.17365 1.00 1.389 135 0.00 0.00 5.00 61.82 1.025 27.49 T 7.00 0.000 TYPE L COPPER TUBE 150 10.69 0 8.00 1.389 135 0.00 0.00 5.00 61.82 1.25 5.00 0.08492 4.00 1.121 160 0.00 -3.00 0.00 64.24 1.265 32.49 3EG 9.20 1.299 TYPE L COPPER TUBE 150 8.29 0 13.20 2.420 160 0.00 -3.00 0.00 64.24 2.00 0.00 0.01460 90.00 1.416 180 0.00 -3.00 0.00 65.66 1.816 32.49 F 7.00 0.000 HDPE SDR-9 150 4.02 0 97.00 1.416 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 180 0.00 -3.00 0.00 65.66 2.00 0.00 0.01171 1.00 0.082 185 0.00 -2.00 0.00 65.31 1.900 32.49 E 6.00 -0.433 TYPE L COPPER TUBE 150 3.68 0 7.00 -0.351 185 Meter -2.00 65.31 32.48 190 2.00 psi -2.00 67.31 190 0.00 -2.00 0.00 67.31 2.00 0.00 0.01171 20.00 0.270 200 0.00 -6.00 0.00 69.31 1.900 32.49 B 3.06 1.732 TYPE L COPPER TUBE 150 3.68 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 69B Prescott, AZ 86301 Page 6 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:27.49 gpm Average Sprinkler Flow:13.74 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 4 - 22 ) 14.70 ft/sec Maximum Velocity Pressure ( In Pipe 4 - 22 ) 1.45 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0065 psi Actual Average Nodal Pressure Imbalance: 0.0020 psi Actual Maximum Nodal Flow Imbalance: 0.0175 gpm Actual Average Nodal Flow Imbalance: 0.0015 gpm Overall Network Summary Number Of Unique Pipe Sections: 39 Number Of Flowing Sprinklers:2 Pipe System Water Volume:40.81 gal Sprinkler Flow:27.49 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:69.31 psi Demand Flow At System Inflow Node: 32.49 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 80 7272 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: 80 psi Test Residual Pressure: 72 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 69.31 psi Calculated Flow Rate: 32.49 gpm Excess Available Residual Pressure At Calculated Flow: 10.67 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 69B Prescott, AZ 86301 Page 1 General Project Data Report General Data Project Title: 69B Project File Name: 69B..fiw Designed By: Chad Ryan Date: 9/21/22 Code Reference:Approving Agency: Client Name:Phone: Address:City, State Zip Code: Company Name: JD Mechanical Representative: Kathy Sloan Company Address: 82579 Fleming Way Ste D City And State: Indio, CA 92201 Phone: 760-775-6220 Building Name: AREA 2 Building Owner: Contact at Building:Phone at Building: Address Of Building:City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 324 ft² Maximum Area Per Sprinkler: 324 ft² Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model:8464 Size:7/16 Temperature Rating: 162 F F = T RUN / B = ANGLE VALVE Water Supply Test Data Source Of Information: Test Hydrant ID:Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 80.00 psi Test Flow Rate: 1000.00 gpm Test Residual Pressure: 72.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 44.07 psi Available Residual Pressure At System Flow:79.99 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: 35 Number Of Active Pipes: 38 Number Of Inactive Pipes: 162 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B 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 15.00 0.00 13.87 0.75 0.00 0.00000 13.50 0.000 4 0.00 15.00 0.00 13.87 0.874 0.00 F 1.00 0.000 CPVC 150 0.00 0 14.50 0.000 5 4.90 10.00 17.01 12.05 0.75 17.01 0.15526 0.50 0.543 6 0.00 10.50 0.00 12.38 0.874 17.01 T 3.00 -0.217 CPVC 150 9.10 0 3.50 0.327 4 0.00 15.00 0.00 13.87 0.75 0.00 0.00000 3.50 0.000 22 0.00 15.00 0.00 13.87 0.874 0.00 T 3.00 0.000 CPVC 150 0.00 0 6.50 0.000 22 0.00 15.00 0.00 13.87 0.75 9.50 0.05284 16.50 2.669 24 0.00 10.50 0.00 13.15 0.874 9.50 3F4ET 34.00 -1.949 CPVC 150 5.08 0 50.50 0.720 6 0.00 10.50 0.00 12.38 0.75 0.00 0.15526 2.00 0.776 24 0.00 10.50 0.00 13.15 0.874 17.01 T 3.00 0.000 CPVC 150 9.10 0 5.00 0.776 22 0.00 15.00 0.00 13.87 0.75 0.00 0.05287 17.50 1.137 26 0.00 15.00 0.00 15.01 0.874 9.50 FT 4.00 0.000 CPVC 150 5.08 0 21.50 1.137 26 0.00 15.00 0.00 15.01 0.75 3.93 0.01031 36.00 0.722 28 0.00 15.00 0.00 15.73 0.874 3.93 3F4ET 34.00 0.000 CPVC 150 2.10 0 70.00 0.722 26 0.00 15.00 0.00 15.01 0.75 5.57 0.01971 29.00 0.670 30 0.00 15.00 0.00 15.68 0.874 5.57 2FT 5.00 0.000 CPVC 150 2.98 0 34.00 0.670 28 0.00 15.00 0.00 15.73 0.75 3.50 0.00833 29.00 0.283 32 0.00 15.00 0.00 16.01 0.874 3.50 5F 5.00 0.000 CPVC 150 1.87 0 34.00 0.283 30 0.00 15.00 0.00 15.68 0.75 2.11 0.00327 55.50 0.335 32 0.00 15.00 0.00 16.01 0.874 2.11 2F6ET 47.00 0.000 CPVC 150 1.13 0 102.50 0.335 30 0.00 15.00 0.00 15.68 0.75 3.46 0.00818 25.00 0.245 34 0.00 10.50 0.00 17.87 0.874 3.46 2FT 5.00 1.949 CPVC 150 1.85 0 30.00 2.194 32 0.00 15.00 0.00 16.01 0.75 0.00 0.01994 25.00 0.618 36 0.00 15.00 0.00 16.63 0.874 5.61 3FT 6.00 0.000 CPVC 150 3.00 0 31.00 0.618 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 3 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 34 0.00 10.50 0.00 17.87 0.75 0.00 0.00818 40.50 0.707 36 0.00 15.00 0.00 16.63 0.874 3.46 4F6E 46.00 -1.949 CPVC 150 1.85 0 86.50 -1.241 24 0.00 10.50 0.00 13.15 0.75 7.51 0.03421 47.00 2.771 38 0.00 10.50 0.00 15.92 0.874 7.51 6F4E 34.00 0.000 CPVC 150 4.02 0 81.00 2.771 28 0.00 15.00 0.00 15.73 0.75 0.43 0.00017 102.00 0.023 40 0.00 10.50 0.00 17.70 0.874 0.43 9F3ET 33.00 1.949 CPVC 150 0.23 0 135.00 1.971 38 0.00 10.50 0.00 15.92 0.75 0.00 0.03421 45.00 1.779 40 0.00 10.50 0.00 17.70 0.874 7.51 4FT 7.00 0.000 CPVC 150 4.02 0 52.00 1.779 36 0.00 15.00 0.00 16.63 0.75 0.00 0.04855 48.50 3.326 42 0.00 10.50 0.00 21.91 0.874 9.07 6F2E 20.00 1.949 CPVC 150 4.85 0 68.50 5.274 40 0.00 10.50 0.00 17.70 0.75 0.00 0.03790 29.00 2.463 44 0.00 0.00 0.00 24.71 0.874 7.94 F5E 36.00 4.547 CPVC 150 4.24 0 65.00 7.010 44 0.00 0.00 0.00 24.71 1.25 0.00 0.00626 3.00 0.056 46 0.00 -2.00 0.00 25.64 1.265 7.94 2E 6.00 0.866 TYPE L COPPER TUBE 150 2.03 0 9.00 0.922 46 0.00 -2.00 0.00 25.64 1.25 0.00 0.00440 60.00 0.295 48 0.00 -2.00 0.00 25.93 1.360 7.94 E 7.00 0.000 HDPE SDR-9 150 1.75 0 67.00 0.295 48 0.00 -2.00 0.00 25.93 1.25 0.00 0.00626 3.00 0.056 50 0.00 0.00 0.00 25.12 1.265 7.94 2E 6.00 -0.866 TYPE L COPPER TUBE 150 2.03 0 9.00 -0.810 50 0.00 0.00 0.00 25.12 0.75 0.00 0.03790 76.50 5.211 52 0.00 10.50 0.00 25.79 0.874 7.94 6F7E2T 61.00 -4.547 CPVC 150 4.24 0 137.50 0.665 42 0.00 10.50 0.00 21.91 0.75 0.00 0.04855 62.50 4.151 54 0.00 0.00 0.00 30.60 0.874 9.07 6F2ET 23.00 4.547 CPVC 150 4.85 0 85.50 8.697 54 0.00 0.00 0.00 30.60 1.25 0.00 0.00802 3.00 0.072 56 0.00 -2.00 0.00 31.54 1.265 9.07 2E 6.00 0.866 TYPE L COPPER TUBE 150 2.32 0 9.00 0.938 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B 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) 56 0.00 -2.00 0.00 31.54 1.25 0.00 0.00564 23.00 0.169 58 0.00 -2.00 0.00 31.71 1.360 9.07 E 7.00 0.000 HDPE SDR-9 150 2.00 0 30.00 0.169 58 0.00 -2.00 0.00 31.71 1.25 0.00 0.00802 3.00 0.072 60 0.00 0.00 0.00 30.92 1.265 9.07 2E 6.00 -0.866 TYPE L COPPER TUBE 150 2.32 0 9.00 -0.794 52 0.00 10.50 0.00 25.79 0.75 0.00 0.03790 59.00 3.184 62 0.00 10.50 0.00 28.97 0.874 7.94 F3ET 25.00 0.000 CPVC 150 4.24 0 84.00 3.184 60 0.00 0.00 0.00 30.92 0.75 0.00 0.04855 40.50 2.597 62 0.00 10.50 0.00 28.97 0.874 9.07 6FE 13.00 -4.547 CPVC 150 4.85 0 53.50 -1.949 62 0.00 10.50 0.00 28.97 1.00 0.00 0.05044 8.00 0.757 100 0.00 10.50 0.00 29.73 1.101 17.01 E 7.00 0.000 CPVC 150 5.73 0 15.00 0.757 100 0.00 10.50 0.00 29.73 1.00 0.00 0.05044 5.50 0.429 110 0.00 5.00 0.00 32.54 1.101 17.01 3F 3.00 2.382 CPVC 150 5.73 0 8.50 2.810 110 ACV 5.00 32.54 16.99 115 3.00 psi 5.00 35.54 115 0.00 5.00 0.00 35.54 1.00 0.00 0.07146 5.00 0.786 120 0.00 0.00 0.00 38.49 1.025 17.01 3F 6.00 2.165 TYPE L COPPER TUBE 150 6.61 0 11.00 2.951 120 0.00 0.00 0.00 38.49 1.00 0.00 0.07146 1.00 0.572 135 0.00 0.00 5.00 39.06 1.025 17.01 T 7.00 0.000 TYPE L COPPER TUBE 150 6.61 0 8.00 0.572 135 0.00 0.00 5.00 39.06 1.25 5.00 0.04132 4.00 0.545 160 0.00 -3.00 0.00 40.90 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 40.90 2.00 0.00 0.00710 90.00 0.689 180 0.00 -3.00 0.00 41.59 1.816 22.01 F 7.00 0.000 HDPE SDR-9 150 2.73 0 97.00 0.689 180 0.00 -3.00 0.00 41.59 2.00 0.00 0.00570 1.00 0.040 185 0.00 -2.00 0.00 41.20 1.900 22.01 E 6.00 -0.433 TYPE L COPPER TUBE 150 2.49 0 7.00 -0.393 Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 5 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. End. Node Nodal KFactor (K) Elevation (feet) Spk/Hose Discharge (gpm) Residual Pressure (psi) Nom. Dia. Inside Dia. C-Value q (gpm) Q (gpm) Velocity (fps) F. L./ft (psi/ft) Fittings Type-Grp Pipe-Len. Fit-Len. Tot-Len. (ft) PF-(psi) PE-(psi) PT-(psi) 185 Meter -2.00 41.20 22.00 190 1.00 psi -2.00 42.20 190 0.00 -2.00 0.00 42.20 2.00 0.00 0.00570 20.00 0.131 200 0.00 -6.00 0.00 44.07 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 69B Prescott, AZ 86301 Page 6 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: 0.0096 psi Actual Average Nodal Pressure Imbalance: 0.0028 psi Actual Maximum Nodal Flow Imbalance: -0.0234 gpm Actual Average Nodal Flow Imbalance: 0.0021 gpm Overall Network Summary Number Of Unique Pipe Sections: 38 Number Of Flowing Sprinklers:1 Pipe System Water Volume:42.43 gal Sprinkler Flow:17.01 gpm Non-Sprinkler Flow:5.00 gpm Minimum Required Residual Pressure At System Inflow Node:44.07 psi Demand Flow At System Inflow Node: 22.01 gpm Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Living Water Designs 69B Prescott, AZ 86301 Page 7 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Pressure psiFlowrate(x100) gpm 80 7272 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: 80 psi Test Residual Pressure: 72 psi Test Flow Rate: 1000 gpm Demand Curve Data Calculated Residual Pressure: 44.07 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 35.93 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi Page：1 of 8 Document No.U085167 Date：Nov/20/2019 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. “Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Page：2 of 8 Document No.U085167 Date：Nov/20/2019 TECHNICAL DATA Approvals: cULus Listed NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi1/2 (70.6 LPM/bar1/2) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 FIGURE 1. Model RC-RES K=4.9 FIGURE 1-1. Marking (Color Code) OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) FIGURE 2. OPERATION PROCESS （The figure is for illustrative purposes only） Page：3 of 8 Document No.U085167 Date：Nov/20/2019 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C） 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: (1) Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) – Solder Joint) Page：4 of 8 Document No.U085167 Date：Nov/20/2019 All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: ・ The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. ・ A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Temperature Rating 162°F (72°C) Intermediate Temperature Rating 175°F (79°C) Intermediate Temperature Rating 205°F (96°C) Maximum Coverage Area(a) Ft. × Ft. (m ×m) Maximum Spacing Ft. (m) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Flow(b) GPM (LPM) Pressure(b) PSI (bar) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) 12×12 (3.7×3.7) 12 (3.7) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 14×14 (4.3×4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) 16×16 (4.9×4.9) 16 (4.9) 13 (49.2) 7.0 (0.48) ― ― 13 (49.2) 7.0 (0.48) 18×18 (5.5×5.5) 18 (5.5) 17 (64.4) 12.0 (0.83) ― ― 17 (64.4) 12.0 (0.83) 20×20 (6.1×6.1) 20 (6.1) 21 (79.5) 18.4 (1.27) ― ― 21 (79.5) 18.4 (1.27) Smooth Ceilings 3/8 to 7/8 Inches. Beamed Ceilings per NFPA 13D, 13R or 13 Installed in beam 3/8 to 7/8 inches below bottom of beam. Concealed 8 (2.4) (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Page：5 of 8 Document No.U085167 Date：Nov/20/2019 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft·lbs (9.5 to 19.0 N·m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step 1 The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Page：6 of 8 Document No.U085167 Date：Nov/20/2019 FIGURE 5. PROTECTIVE CAP REMOVAL FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Page：7 of 8 Document No.U085167 Date：Nov/20/2019 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F / 4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A “Hydraulic Design Criteria”). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. Page：8 of 8 Document No.U085167 Date：Nov/20/2019 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (φ68mm) or 3-1/4 inch (φ83mm) or 2-5/8 inch square (□68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F ○ ○ - - - - - - ○ ○ 3-1/4" Round, 140°F ○ ○ ○ ○ ○ ○ ○ ○ ○ ○ 2-5/8" Square, 140°F ○ - - - - - - - ○ ○ 2-5/8" Round, 162°F ○ - - - - - - - ○ ○ 3-1/4" Round, 162°F ○ - - - - - - - ○ ○ Tools for Installation of Model RC-RES ・Socket NR-H For use with a 3/8” drive ratchet (not included) ・Socket NR-H Plastic For use with a 1/2” drive ratchet (not included) ・Cap Remover RC Invoice Date 9/20/2022 Invoice # 6424 Bill To JD Mechanical Fire Inc 82579 Fleming Way Ste D Indio, CA 92201 P.O. Box 11951 Prescott, Az 86304 P.O. No.Terms Paid in Advance Project 69B 480-295-5900 Balance Due Payments/Credits www.livingwaterdesigns.net Description AmountItemQtyRate As Built Fee - sq ft of revised area 56.70AB 1,890 0.03 Calc Fee (2500 - 7500 sq ft) (2 or more calced areas) 50.00CF-2 1 50.00 Thank you! We appreciate your business! $106.70 $0.00 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org April 15, 2021 JD Mechanical Fire INC 82579 Fleming Way #D Indio, CA 92201 Re: Residential Fire Sprinkler Plan Review – MCCLURE HOMES FSS2021-0063 / 53645 HUMBOLDT BLVD, 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: 53645 HUMBOLDT BLVD PERMIT#: FSS2021-0063 DATE ISSUED: 4/15/2021 DESCRIPTION: MCCLURE HOMES 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.