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B18-0137 040-170-155
SPRINKLER'SYSTEM HYDRAULIC'ANALYSIS Page 1 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST MOS_T--REMO.T-E-lST-F.LRI WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ '- PRESS." @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 55.0 45.0 42.0 49.3 31.1 24.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5:0 GPM. OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.0- K= 4.90 7.0 13.0 2 9.0 K= 4.90 7.1 13.1 3 19.0 - - - - 5.0 - - - 4 19.0 - -._ - 5.0 - - - 10 9.5 - - - - 7.0 - - - 11 9.5 - - - - 7.1 - - - 12. 9.5 - -.- - J 8.0 - - - 12A 11.5 - - - - 7.1 - - - 13 9.5 - - - - 8.8 - - - 13A 19.5 - - - - 4.5 - - - 14 9.5 - - - - 9.9 - - - 15 9.5 - - - - 10.8 - - - 16 9.5 - - - - 10.9 - - - 17 9.5 - - - - 13:0 - - - 20 9.5 - - - - 7.3 - - - 20A" 11.5 - - - - 6.6 - - - 21• 22 11.5 - - - - 11.5 - - - - 7.2 7.8 - - - PERM IT # $UTTE COUNTY DEVELOPMENT SERVICES 23 11.5- - - - 8.1 - - - REVIEWED FOR CODE COMPLIANCE 24 2 4 A 11.5 - - - - 19.5 - - - - 8.3 4.8 - - - DATE ` % s BY 24B 9.5 - - - - 9.4 - - - 25 9.5 - - - - 10.9 - - - 30 19.5 - - - - 4.8 - - - 31 19.5 - - - - 4.7 - - - 32 19.5 - - - - 4.7 - - - 33 19.5 - - - - 4.6 - - - TOR 9.5 - - - - 14.6 - - - BOR 1.0 -.- -,- 19.4 - - - SOURCE -1.0 SOURCE 24.3 2 6.1 DL FIRE PR ION w, CLASSIFICATION ., C-16 STATEiICENSEN 952178 . B18-0137 PCI/FILE REgtLUFF 040-170-1-55 JANUARY 1.8, 201.8 G F/S FOR B16-1338 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST MOST REMOTE 1ST FLR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 1.50 PF 0.2 1 9.0 4.9 7.0 13.0 4.4 150 FTG E PE -0.2 10 9.5 0.0 7.0 0.0 0.031 TL 6.50 PV Pipe: 2 -13.1 1.101 PL 1.50 PF 0.2' 2 9.0 4.9 7.1 13.1 4.4 150 FTG E PE -0.2 11 9.5 0.0 7.1 0.0 0.031 TL 6.50 PV Pipe: 3 -8.9 1.101 PL 11.00 PF 0.2 10 9.5 0.0 7.0 0.0 3.0 150 FTG; E PE 0.0 20 9.5 0.0 7.3 0.0 0.015 TL 16.00 PV Pipe: 4 -4.1 1.101 PL 9.00 PF 0.1 10 9.5 0.0 7.0. 0.0 1.4 150 FTG 2T PE 0.0 11 9.5 0.0 7.1 0.0 0.004 TL 19.00 PV Pipe: 5 -17.2. 1.101 PL 12.50 PF 0.9 11 9.5 0.0 7.1 0:0 5.8 150 FTG E PE 0.0 12 -9.5 0.0 8.0 0.0 0.051 TL .17.50 PV Pipe: 6 0.0 1.101 PL 2.00 PF 0.0 12 9.5 0.0 8.0 0.0 0.0 150 FTG 2ET PE -0.9 12A 11.5 0.0 7.1 0.0 0.000 TL 17.00 PV Pipe: 7. =17.2 1.101 PL 15.50 PF 0.8 12 9.5 0:0 8.0 0.0 5.8 150 FTG ---- PE 0.0 13 9.5 0.0 8.8 0.0 0.051. TL 15.50 PV Pipe: 8 -4.0 1.101 PL 10.00 .PF 0.1 13 9.5 0.0 8.8 0.0 1.3, 150 FTG ET PE -4.3 13A 19.5 0.0 4.5 0.0 0.003 TL 20.00 PV Pipe: 9 -13.2 1.101 PL 25.25 PF 1.1 13 9.5 0.0 8.8 0.0 4.5 150 FTG ET PE 0.0 14 9.5 0.0 9..9 0.0 0.032 TL 35.25 PV Pipe: 10 -13:2 1.101 PL - 13.00 PF 0.9 14 9.5 0.0 9.9 0.0 4.5 150 FTG 2ET PE 0.0 15 9.5 0.0 10.8 0.0 0.032 TL 28.00 PV Pipe: 11 -13.2 1.394 PL 12.50 PF 0.1 15 9.5 0.0 10.8 0.0 2.8..150 FTG ---- PE 0.0 16 9.5 0.0 10.9 0.0 0.010 TL 12.50 PV Pipe: 12 --8.9 1.101 PL 2.50 PF 0.2 20 9.5 0.0 7.3 0.0 3:0 150 FTG 2E PE -0.9 20A 11.5 0.0 6.6 0.0 0.015 TL 12.50 PV. Pipe: 13 -8:9 1.101 PL 21.00 PF 0.6 20A 11.5 0.0 6.6 0,.0 3.0 150 FTG 3ET PE 0.0 21 11.5 0.0 7.2 0.0, 0.015 TL 41.00 PV' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 C:\HASS74\BIRCHARD RESIDENCE. SDF JOB TITLE: BIRCHARD MOST MOST REMOTE 1ST FLR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K). (PSI) (GPM) FL/FT (PSI) Pipe: 14 -8.9 1.101 PL 22.50 PF 0.6 21 11.5 0.0 7.2 0.0 3.0 150 FTG 3E PE 0.0 22, 11.5 0.0 7.8 0.0 0.015 TL 37.50 PV Pipe: 15 -8.9 1.101 PL 19.25 PF 0.4 22 11.5 0.0 7.8 0.0 3.0 150 FTG E PE 0.0 23. 11.5 0.0 8.1 0.0 0.015 TL 24.25 PV Pipe: 16 -8.9 1.101 PL 5._00 PF 0.2 23 11.5 0.0 8.1 0.0 3.0 150 FTG T PE 0.0 24 11.5 0.0 8.3 0..0 0.015 TL 10.00 PV Pipe: 17 4.0 1.101 PL 8.00 PF 0.0 24 11.5 0.0 8.3 0.0 1.3 150 FTG E PE -3.5 24A 19.5 0.0 .4.8 0.0 0.003 TL 13.00 PV Pipe: 18 -12.8 1.101 PL 2.00 PF 0.2 24 11.5 0.0 8.3 0.0 4.3 150 FTG E PE 0.9 24B 9.5 0.0 9.4 0.0 0.0.30 TL 7.00 PV Pipe: 19 -12.8 1.101 PL 30.75 PF 1.5 24B 9.5 '0.0 9..4 0.0 4.3 150 FTG 3ET PE 0.0 25 9.5 0.0 10.9 0.0 0.030 TL 50.75 PV Pipe: 20. -12.8 1.394 PL 3.50 PF 0.0 25 9.5 0.0 10.9 0..0 2.7 150 FTG ---- PE 0.0 16 9.5 0.0 10.9 0.0 0.010 TL 3.50 PV Pipe: 21 4..0 1.101 PL 5.50 PF 0.0 24A 19.5 0.0 4.8 0.0 1.3 150 FTG ---- PE 0.0 30 19.5 0.0 4.8 0.0 0.003 TL 5.50 PV Pipe: 22 0.0 1.101 PL 11.50 PF 0.0 30 19.5 0.0 4.8 0.0 0.0 150 FTG ET PE 0.2 3 19.0 0.0 5.0 0.0 0.000 TL 21.50. PV Pipe: 23 4.0 1.101 PL 3.25 PF 0.0 30 19.5 0.0 4.8 0.0 1.3 150 FTG ---- PE 0.0 31 19.5 0.0 .4.7 0.0 0.003 TL 3.25 PV Pipe: 24 0.0 1.101 PL 6.25 PF 0.0 31 19.5 0.0 4.7 0.0 0.0 150 FTG ET, PE 0.2 4 19.0 0.0 5.0 0.0 0.000 TL 16.25 PV Pipe: 25 4.0 1.101 PL 16.75 PF 0.1 31 19.5 0.0 4.7 0.0 1.3 150 FTG E PE 0.0 32 19.5 0.0 4.7 0.0 0.003 .TL 21.75 PV Pipe: 26 4.0 1.101 PL 19.25 PF 0.1 32 19.5 0.0 4.7 0.0 1.3 150 FTG T PE 0.0 33 19.5 0.0 4.6 0.0 0.003 TL 24.25 PV NOTES: (1) Calculations were performed by the HASS 7.4 computer program under license no. 27060373, granted by HRS Systems, Inc. 4792.LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.153 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.8 ft/sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L P* R C G Ell Tee 45-e1L couP teeRun Ckvle Gvlve 1.101 5.00 5.00 1.00 1.00 1.00 4.00 1.00 1.394 6.00 6.00 2.00 1.00 1.00 5.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE:..BIRCHARD MOST MOST REMOTE 1ST FLR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES '(FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 4.0 1.101 PL 11.50 PF 0.1 33 19.5 0.0 4.6 0.0 1.3. ,150 FTG E PE 0.0 13A 19.5 0.0 4.5 0.0 0.003 TL 16.50 PV Pipe: 28 -26.1 1.394 PL 35.50 PF 2.1 16 9.5 0.0 10.9 0.0 5.5 150 FTG 4E PE 0.0 17 9-.5 0.0 13.0 0.0 0.035 TL 59.50 PV Pipe: 29 -26.1 1.394 PL 33.00 PF 1.6 17 9.5 . 0.0 13.0 0.0 5.5 150 FTG 2E PE 0.0 TOR 9.5 0.0 14.6 0.0 0.035 TL 45.00 PV Pipe: 30 -26.1. 1.394 PL 8.50 PF 1.1 TOR 9.5 0.0 14.6. 0.0 .5.5 150 FTG 2ETC PE 3.7 BOR 1.0 0.0 19.4 0.0 0.035 TL 31.50 PV Pipe: 31 -26.1 1.394 PL 90.00 PF 4.1 BOR 1.0 0.0 19.4 0.0 5_5 150 FTG 3ETG PE 0.9 SOURCE -1.0 SRCE 24.3 (N/A) 0.035 TL 116.00 PV NOTES: (1) Calculations were performed by the HASS 7.4 computer program under license no. 27060373, granted by HRS Systems, Inc. 4792.LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.153 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.8 ft/sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L P* R C G Ell Tee 45-e1L couP teeRun Ckvle Gvlve 1.101 5.00 5.00 1.00 1.00 1.00 4.00 1.00 1.394 6.00 6.00 2.00 1.00 1.00 5.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST MOST REMOTE 1ST FLR- 00 r -I I . N - O O O O O O O OO O O O O O 1 110 to C (+) N r-4 C7 FC O C7 W w aG W U] U) O-- Ii D D b I 0 Cl uo 0 0 0 0 c+) O 0 N a 3 O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS74\BIRCHARD RESIDENCE.SDF `JOB TITLE: BIRCHARD MOST MOST REMOTE 1ST FLR WATER SUPPLY CURVE 60+ I 55* 50\ 0 45* <-45.O psi @ 42 gpm I Flow Test Point - P 40+ R E S S 35+ U R i E 30+ ( I P S I 25+ X I I 20+ I -I 15+ 10+ " " LEGEND I I X = Required.Water Supply " I 24.34 psi @ 31.1 gpm " 5+ " I 0 = Available Water Supply " I 49.26 psi @ 31.1 gpm " 0 --------------------- ----+--------+-=------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) .. (FT) SPRINKLER SYSTEM HYDRAULIC ' ANALYSIS Page 1 3 19.0 K= 4.'90 4 " C:-\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD:MOST.-DEMANDING 2ND FLR 12 9.5 - - - - WATER SUPPLY DATA 11.5 - - - - 13 9.5 - - - - 13A 19.5 - - - - SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE -PRESS. PRESS. @ 20A PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI). (GPM) (PSI) 19.5 - - - - 24B 9.5 - - - - 25 9.5 - - - - 30 19.5 - - - - SOURCE 55..0 45.0 42.0 49.2 31.2 28.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW. AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT,SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS -DATA NODE TAG ELEVATION NODE TYPE B.18-0.137 PC] FILE 040-1-70-155 JANUARY 18, 201.8 F/S :FOR B16-1,338, 31.2 (FT) 1 9.0 - - - 2.. 9.0 - - - - 3 19.0 K= 4.'90 4 19.0 K= 4.90, 10 9.5 - - - - 11 9.5 - - - - 12 9.5 - - - - 12A 11.5 - - - - 13 9.5 - - - - 13A 19.5 - - - - 14 9.5 - - - - 15 9.5 - - -.- 16 9.5 - - - - 17 9.5 - - - - 20 9.5- 20A 11.5 - - - - 21 11.5 - - - - 22 11.5 - - - - 23 11.5 - - - - 24 11.5 - -•- - 24A 19.5 - - - - 24B 9.5 - - - - 25 9.5 - - - - 30 19.5 - - - - 31 19.5 - - - -. 32 19.5 - - - - 33 19.5 - - - - TOR 9.5 - - - - BOR 1.0 - - - - SOURCE -1.0 SOURCE B.18-0.137 PC] FILE 040-1-70-155 JANUARY 18, 201.8 F/S :FOR B16-1,338, 31.2 GPM 5.0 GPM 0.0 GPM 26.2 GPM PRESSURE DISCHARGE (PSI) (GPM) 13.2 - - - 13.3 - - - 7.0 13.0 7.2 13.1 13.0 - - - 13.0 - - - 13.1 - 12'. 2 - - 13.1 - - - 8.5 - - - 14.'0 - - - 14.8 - - - 14.9 - - 17:0 - - - 13.0. - - - 12.1 11.9 - - 11.9 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES 11.9 - - - REVIEWED FOR CODE COMPLIANCE 7.8 13.0"! _ _ - BY DATE 14.8 - - - 7.5 - - - 7.5 - - - 7.8 - - - 8.2 18.6 - - - 28.3 26.2 DLTIRE O . CTION" ►. CLASSIFICATION A C -1 6 - .. STATE LICENSE M 952578 ;p REP BLUFF a, ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST DEMANDING 2ND FLR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1..101.PL 1.50 PF 0.0 „ 1. 9.0 0.0 13.2 0.0 0.0 150 FTG E PE -0.2 10 9.5 0.0 13.0 0.0 0.000 TL 6.50 PV Pipe: 2 0.0 1.101 PL 1.50 PF 0.0 2 9.0 0.0 13.3 0.0 0.0 150 FTG E PE -0.2 11 9.5 0.0 13.0 0.0 D:00.0 TL 6.50 PV Pipe: 3 2.9 .1.101 PL 11.00 PF 0.0 10 9.5 0.0 13.0 0.0 1.0 150 FTG E PE 0.0 20 9.5 0.0 13.0 0.0 0.002 TL 16.00 PV Pipe: 4 -2.9 1.101 PL 9.00 PF 0.0 10 9.5 0.0 13.0 0.0 1.0 150 FTG 2T PE 0.0 11 9.5 0.0 13.0 0.0 0.002 TL 1.9.00 PV Pipe: 5 -2.9 1.101 PL 12.50 PF 0.0 11 9.5 0.0 13.0 0.0 1.0 150 FTG E PE 0.0 12 9.5 0.0 13.1 0.0 0.002 TL 17.50 PV Pipe: 6 0.0 1.101 PL 2.00 PF 0.0 12 9.5 0.0 13.1 0.0 0.0 150 FTG 2ET PE -0.9 12A 11.5 0.0 12.2 0.0 0.000 TL 17.00 PV Pipe:. 7 -2.9 1.101 PL 15.50 PF 0.0 12 9.5 0.0 13..1 0.0 1.0 150 FTG ---- PE 0:0 13 9.5 0.0 13.1 0.0 0.002 TL 15.50 PV Pipe: 8 9.1 1.101 PL 10.00 PF 0.3 13 9.5 0.0 13.1 0.0 3.1 150 FTG ET PE -4.3 13A 19.5 0.0 8.5 0.0 0.016 TL 20.00 PV Pipe: 9 -11.9 1.101 PL 25.25 PF 0.9 13 9.5 0.0 13.1 0.0 4.0 150 FTG ET PE 0.0 14 9.5 0.0 14.0 0.0 0.026'TL 35.25 PV Pipe:.10 -11.9 1.101 PL 13.00 PF 0.7 14 9.5 0.0 14.0 0.0 4.0 150 FTG 2ET PE 0.0 15 9.5 0.0 14.8 0.0 0.026 TL 28.00 PV Pipe: 11 -11.9 1.394 PL 12.50 PF 0.1 15 9.5 0.0 14.8 0.0 2.5 150 FTG ---- PE 0.0. 16 9.5 0.0 14.9 0.0 0.008 TL 12.50 PV Pipe: 12 2.9 1.101 PL 2.50 PF 0.0 20 9.5 0.0 13.0 0.0 1.0 150 FTG 2E PE -0.9 20A 11.5 0.0 12.1 0.0 0.002 TL 12..50 PV Pipe: 13 2.9 1.101 PL 21.00 PF 0.1 20A 11.5 0.0 12.1 0.0 1.0 150 FTG 3ET PE 0.0 21 11.5 0.0 12.0 0.0 0.002 TL 4.1.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST DEMANDING 2ND FLR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. ,VEL(FPS) HW(.C). (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Piper 14 2.9 1.101 PL 22.50 PF 0.1 21 11.5 0.0 12.0 0.0 1.0 150 FTG 3E PE. 0.0 22 11.5 0.0 11.9 0.0 0.002 TL 37.50 PV Pipe: 15 2.9 1.101 PL 19.25 PF 0.0 22 .11.5 0.0 11.9 0.0 1.0 150 FTG E PE 0.0'` 23 11.5 0.0 11.9 0.0 0.002 TL 24.25 PV Pipe: 16 2.9 1.101 PL 5.00 PF 0.0 23 11.5 0.0 1.1.9 0.0 1.0 150 FTG T PE 0.0 24 11.5 0.0 11.9 0.0 0.002 TL 10.00 PV Pipe: 17 17.0 1.101 PL 8.00 PF 0.7 24 11:5 0.0 11.9 0:0 5.7 150 FTG E PE -3.5 24A 19.5 0.0 7.8 0.0 0.051 TL 13.00 PV Pipe: 18 -14.2 1.101 PL 2.00 PF 0.3 24 11.5 0.0 11.9 0.0 4.8 150 FTG E PE 0.9 24B 9.5 0.0 13.0 0.0 0.036 TL 7.00 PV Pipe: 19 -14.2 1.101 PL 30.75 PF 1.8 24B 9.5 0.0 13.0 0.0 4:8 150 FTG 3ET PE 0.0 25 9.5 0.0 14.8 0.0 0.036 TL 50.75 PV Pipe: 20 -14.2 1.394 PL 3.50 PF 0.0 25 9.5 0.0 14.8 0.0 . 3.0 150 FTG ---- PE 0.01 16 9.5 0.0 14.9 0.0 0.011 TL 3.50 PV Pipe: 21 17.0 1.101 PL 5.50 PF 0.3 24A 19.5 0.0 7.8 0.0 5.7 .150 FTG ---- PE. 0.0 ,30 19.5 0.0 7.5 0.0 0.051 TL 5.50 PV Pipe: 22 13.0 1.101 -PL 11.50 PF 0.7 30 19.5 0.0 7.5 0.0 4.4 150 FTG ET PE 0.2 3 19.0 4.9 7.0 13.0 0.031 TL 21.50 PV Pipe: 23- 4.0 1.101 PL, 3.25 PF 0.0 30 19.5 0.0 7.5 .0.0 1.4 150 FTG ---- PE 0.0 31 19.5 0.0 7.5 0.0 0.004 TL 3.25 PV Pipe: 24 13.1 1.101 PL 6.25 PF 0.5 31 19.5 0.0 715 0.0 4.4 150 FTG ET PE 0.2 4 19.0 4.9 7.2 13.1 0.031 TL 16.25 PV Pipe: 25 -9.1 1.101 PL 16.75 PF 0.3 31 19.5 0.0 7.5 0.0 3.1 1150 FTG E PE 0.0 32 19.5 0.0 7.8 0.0 0.016 TL 21.75 PV Pipe: 26 -9.1 1.101 PL 19.25 PF 0.4 32 19.5 0.0 7.8 0.0 3.1 150 FTG T PE 0.0 33 19.5 0.0 8.2 0.0 0.016 TL 24.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 __......... C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST DEMANDING 2ND FLR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. .VEL (FPS) HW (G), -(FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -9:1 1.101 PL 11.50 PF 0.3 33 19.5 0.0 8.2 0.0 3.1 150 FTG E PE 0.0 13A 19.5 0.0 8.5 0.0 0.016 TL 16.50 PV Pipe: 28 -26.1 1.394 PL 35.50 PF 2.1 16 9.5 0.0 14.9 0.0 5.5 150 FTG 4E PE 0..0 17 9:5 0.0 17.0 0.0 0.035 TL 59.50 PV Pipe: 29 -26.1 1.394 PL 33.00 PF 1.6 17 9.5 0.0 17.0 0.0 5.5 150 FTG 2E PE' 0.0 TOR 9.5 0.0 .18.6 0.0 0.035 TL 45.00 PV Pipe: 30 -26.1 1.3.94 PL 8.50 PF 1.1 TOR 9.5 0.0 18.6 0.0 5.5 150 FTG 2ETC PE 3.7 BOR 1.0 0.0 23.4 0.0 0.035 TL 31.50 PV Pipe: 31 -26.2 1.3.94 PL 90.00.' PF 4.1 BOR 1.0 0.0 23.4 0.0 5.5 150 FTG 3ETG' PE 0.9 SOURCE -1.0 SRCE 28.3 (N/A) 0.035 TL 116.00 PV NOTES: (1) Calculations were performed by the HASS 7.4 computer program under license no. 27060373 granted by c, HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.127 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 5.7 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: P MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L P R C G Ell Tee 45-elL couP teeRun Ckvle Gvlve 1.101 5.00 5.00 1.00 1.00 1.00' 4.00 1.00 1.394 6.00 6.00 2.00 -1.00 1.00 , 5.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST DEMANDING 2ND FLR, a O 1-4 C14 O • O O O O O O O O O O O l0 to �FC�c9w axwu�vamocw --044) i I O O co O R O w O a E74 O - O O O O O C' O O M O O N SPRINKLER*SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS74\BIRCHARD RESIDENCE.SDF JOB TITLE: BIRCHARD MOST DEMANDING 2ND FLR WATER SUPPLY CURVE 60+ 55* 50\ 0 45* <-45.0 psi @ 42 gpm Flow Test Point I P 40+ R I ' E S S 35+ U• 1 R E 30+ ( X P i S I 25+ I. 20+ I 15+ 1 i 10+ LEGEND X = Required Water Supply " 28.33 psi @ 31.2 gpm " 5+ " 1 0 = Available Water Supply 49.24 psi @ 31.2 gpm I .. 0 ------------------------ -+--------+--------+----=----+-----------+ 200300 400 500 600 700 800 900 1000 FLOW (GPM) IS I tqCD Fire & Build�ng I)Products mpldmnpor' HVIAN11*8 SP011HICUlk $Vnt#A Technical Services: Tel: (8W) 381-03121 Fax* (W) M -55W Pop I of 2' Of Tito Lubr&a Cwo"ton JUNE, 2008 TFP1916 CPVC Fire Vdnkler Pipe & Fittings General Description Technieal TYWO CPVC Pi duced by Tyco Cre "&W2dW1n0g*P%o- ucts (TFBP) are desIUned.exdusivt4 Sit*$ for use hi sAit pipe automatic fire sprin- 314- to 3- ktai systems. The Tyco CPVC Pipe and produced -from Blaze- M6,MV1rC15 V..oUhd thSLI318 Maximum Worldng Pressure speclally',dOveloped thermoplastic compound, WhoMd,ot post &4orfn- 'Approvals UL, FM, G,,UL, NSF, LPCO. MEA, and atWr pOtyVlr-ryl chloride (CPVC). resiA and state of the ad additives. Tyco me City of Los Angeles. (Refer to lnQ stallation Handbook IM -1900 dated CPVC Pipe and Fittings are easier t6 June 2008 for exact lWnQ/aI)Pr0vaI .Install ftn traditional steel pipes terns, and at the same time. information.) 4 vop&l§t" resistonce and stionath U.S.A. to traditional CPVC and PUC PIV9 materials used In the turnl trade. Various adapters am Material available 10 o0nnSd CPVC PIPS tb 6W • Pipe, ASTM F442, SDR 13.5 tallic piping. AN -female pipe thread Fittings: ASTM F438 (Sch. 40) and OddPWS haw Orass Insert$ for dura- ASTM F439 (Std. 80). ASTM F1970 bility. Grooved SdApters conned di- rac* to oramd-end valves andme- Wilk-, with fl Able Color Oritago # r6—SV—ELOqpM��E�NT SERVICE, 'CO�NVT' plpegrooved end couplits.E3jjjTffTE— PERMIT REVIEWED FOR CODE COMPLIANCE Tycdo CPVC Ph;e &W Fftng$ PA. duwd *fth,81&2eAft#** CPVC c'"- descdbed L hei'dift Most' in - ='fid and m6Waftlod In wffio'loned Wth this document and with the appli. cable ztandards of the National Fir* Prote4fibn A&iochybm in addWon to the standards of snyoudwrifts ha'v*.v BI 8-0137 PCl/FFLE ju*dtdllm, Fallura,jo do so m br,- pt�r the performance of Owe d:v�wfema. 040-170-153-5 The ~ST'hi revanable for maintain- JANUARY 18, 2018 J 'jg IlUlr &S protsWon $yet -m end da. t, �rop*r operating conditioh. 00,31 1 -13313 F/S FOR B16 Tho, installing wnvvcw or Vdnider mvn6focturer should be contacted Pop I of 2' Of Tito Lubr&a Cwo"ton JUNE, 2008 TFP1916 P*"Zo f2 Tti'P9915 Installation iycrOO CPUC Pipe and Fittings pro- duced by Too Fire 9 Bu" Ir"t l�rodw ucts {T SP) are to be Iwtailoed ht accordance with Installation Ftand- book iii -19%0 dated June 2008. Care and Maintenance The owner Is responsible for the In- 02tctIon, testing, and maintenance of 8#r fire protection system and de- vices In compfiance with this dow- ment, as welt as. with the applicable standards of the National Fire Protet:- iifiA ASSaclation {a.g., NFPA 25), In addition to the standards of any authority having jurisdiction. The ir,- stalling contractororproduct manuf>ac- Wrer should be contacted relative to any questions. Automatic W niclaer systems should be inspected. tasted, end maintained by a ttuarow Inspection Service In ord- anon with local rertulrements an&or rotiorw . O BOOM Cimino afire ptoloctknsystam rxwhw VWW 1br irWa4tlm tar mtmnhlr - n+rrtca watark on ft fim proiodin Os - tem i?wIt4antrota, an to ashut down the ar/!et?edi prrltert s}+s- tem must ffrst be falrtOd fiYrrrh tthe proper ao dwrltias and all personnel who may be affected by ttV s a0bo must be notr#ad. Aster f adog afire prrpWcflon syystem In servioa, no* it proper eurtmvfts end & those responsible for mvnf- loft proprietely orndhx mural sta- Von disarms, Limited W,`dffdi' ty Products manufactured by Tyco Fire if, Building Products {TFBP) are war- rantod solely to the oroginsi Sum for ten (10) years against defects In mate- rial and W004 tanship wt*n paid for and property t'nstalfod and maintained under nomial use and soars oe. This warranty will expire fan (10) years frosm data of shipment by ITSP. No warranty to given for products or com— ponents manufactured by companies not affiliated by ownership with "l FSP or forproductsandcomponentswhich have been sobj#dto misuse' improperInstallation, corrosion, or which have rw been installed, maintained, modt- ffed or repaired In accordance with ap- plicabieStandards of the National Fire Protection Assorcloation, iandlor the standards of any other Authorities Neving Jurisdiction. Materials found by TFSP to be defective shall be either rapoalred or r^aptscad, at TFBP'a sista opWn. TFBP neither assumes, not authorizes any person to assums for it, anyrather obligation In connection with the sale of products or parts of prod- ucts. TFBP shelf not be responsible for sprinkler system design errors or #nac- wrote or incon ioste Information sup- plied by buyer or buyer's repre- sentatives. In no event shall TFBP be liable, to crate, tart, strict liability or under eny other legal theory, for Incidental, Istdkect, special oreorttretiuentiai dem- rxges, including but not limttoed to labor altar , regardless of whether TFBP was Wosmed about the possibility of such darns , and In no otvent sbell TF8P's liability exceed an amount ural to the Fries pry. maubdi ate= or Implied, I tic utr�C st. This limited warranty sates forth tho ex - c lusive remedy for claims based on failure of or defect in products, Mated- als or components. whether the claim it made in cootr'am tort, mriet flabolty or any rather legal theory, This warranty will apply to the full ex- tent pertained by law, The invalidity, In whale or pam of any portion of this warranty will not affect the remainder. 7J.LVVO i f1RW �a`it`i� a ir�tJ,t�li �niJYVt✓i'oR+��t r�tta �'111Y01'We> t.8rtffiri�C, �$rara�V8rk9 itr+�ti R�s�>tiad tte�ld >f .. MRft1..*8.C:ffES-Factor!j.0.S1V, SSyfi4 :yof6 The Model RGRES Residential Fiat Concealed Spriniders are automatic sprirtids m of thecompressed fusible solder type. These re adecorative and fast response. The Cover Plate Assembly hides the Dd6ctot, fit Responsive Element eta, which is in turn concealed above the, rerf V. The oto plate has a flat proge -and its ftmeW Is extrenWy small (2.&S inch, 6&nm). The push -on and/w thread`m thread -off design of the wed oovr plane assm* allows sem► mon of the cover Viate. Therefore, the Model RGRES WxxW be your fust d-aw when aesthetics is the major consideration for ulmnate meat and unbestable fiance is desired. The Model RCRES is designed for the rem oca4mides and it is pedect for use in homes, hotels and other g carters. The Model RC -RES is to be used in wet pipe resW ential spr+nider sus for Cine- and Two,. Family Dwellings and Manu barred Flom per.NFPA 13D; wet pipe residential spnnktw systems for Residenbal L)cax envies up to and lndud Four Stories in Fle'4Z per NFPA 13K at; wet pipe sprinider systems for the nmidenti portions of any occupancies per NFPA 13. The Model RC -RES has a 4.9 (70.6 Lt M1 barw) K -factor that meets the re ed moderdW flaw rates with minimal residual pressure. which a tows for smaller pipe sues and wafer supply reouirernerls. For w terubd inslaktion fi&�, the Model RC4tES provides 112 inch (12.8 m) vertical adsusirrwtt. This anent in irrstaftbon decreases the need for precise ming of the pie that drops to the spruider and alms for a perfect fit with a range of pipe l0vt The heat sensitivity and water distribution, design of Model RC tES allows for an increased dmnoe of residerdsescape or even in case of fine. However, resided fire sonider systems are not a she for ire safety awareness or fire safety consh.iction required by buil ng codes. 'Lead Free is defined in the Remora of Lead in Drinking Water Act (S.3874) endorsed by M M r. Water Utl&y trod, and CaffOrnia Assembly 80 "3190 as having iess than or equal to a weqftd average of 0.255%a lead in weded surface of tom. plumbing f mgs and fndures. The Model RC-JES nxW be fns of and n%&*j&Axed t» accordance ce whir she rifles sated hen*p as w eN as In ta0h* US 1 , D Ism. Me appmclov of 61* AttOonal rwe Protection Associdion mgufmd m and Me sbndwds of 'any adwafitliaftsh8vft9Sdkdon. In the OWW4 of Oil& mickkut WNUA the at des Avis� for btddw" and approval. Fellwse to cb so Hwy kopekThe h0o" of Mese dtsw1cm It is 6110 'UsPonsIbMW of doe bxsdlf v canvacftr to pmvid& a copy of efts doewwaft VD the &maer or this r+epr iv% and In ttfrfk it is the obfiosthn of Me owner to provkb a copy of this dbeamew to a sffref:edi>tgowner The aWmaar is refor inahttdrdfeg lira pr+rftlectk s)etaw and dovtcas in Prolix+" opwa'� � `� ftmov conftcftr or sprh*Aer ammitact urerstiaW be conbwftd wdttf any neiated qviesdom Ilea • f": a :• f• f Approvals: Aft. Lam, -1-6 s - SOnkW ldwwtkation NwT*w (moi - SSs"4 Maxmn VibrkhV Presswe: t? spw (12.1lbar) Disdwge COWWetd (l for *W K-PacbDr): K=4.9 GPlWpsi'n (YO.6 LPObwm) Tempe 162T (M) Sprkdftr with 14" (Wt).CtWWFume IM (M) ftdnmw w h tom"€ ( #lata Doig' Cocks (Std) 1627:. 176T pvvy Color Code (cam Plate) 4401 O#tk leo Vwk 1627 `mak Wf Coiiow-dd Mwk Verbc W Adjcftno t 1l2 k ch (12.8 mm) Cove Plate fbishes: Stw�tali Wood Custom MW custom p C*~ piataee am evewsithe an Specia UI'dCl: Contact a Seqti Sprue tepmSeitative vAth sM a f7f ems: Please see chart on Page 8 fbr more detail. Phyte Ct wacjet los: i%t. F49uft 1 Lot NO. Y_ of MP%Ameae sou: ssaass K -facto -, K4s _ Tunperabsr amu: 162'F/WC or 170rrowC c.N*d M*.: scm =— , .��-G — -- RES SM — 96* (coow ter) (Z >t Meat Gosbetar (Cgvw) Corer Raft Assam* COYER PLATE SPRMLER Crop vicar) Mioftkm view) In case of fid the,solder conVonent ttwt holds toge#r ttse Cover Pie and the RetW wr mem Them the Cover Pwe is released at orim As a MSA 0* DdbdOr drops dawn to ffie €mended posftm Two Neat Collectors are e>Vosed to tee, and when so ft haat f m the fire is recorded. internal owoonw is of the sprue to tat apwt This leads to allow the water flow to .be distftited on the affected by tare area. (lief. Figure 2) R. t. Ej. ♦.. t.. � L_j,,,..1. � � • � ,.'.":A..w �* � R.,�, s...,r &dlt"' _�L� .',a�.. rct.':..'�� .:.� � � si.1.f 1.a�.`„'. nn.: i.� Page :3 of 8 USIGN,CRITERIA, The herein stated.,rules for -use and installatori,of-Model RC-RES,areprovided by the. manufacturer and must be strictly implemented for safe and full results. NOM" ' Residential Fire .Sprinkler Systtemsshould only be designed and Installed by Indfvlduals who.are completely familiar ;vUh eiutomatfc sprin�i system design, installation procedur+es,• and techniques Several criteria may_apply,to; the Installat%n and usage, of each sprinkler= Consequently, it is recommended drat the sprinkler system. designer review and develop a working understanding of the complete list of'critetU prior to initiating the design of the sp#nkier system. Questions concerning sprinkler Installation and usage criteria, which are not coverage'by the following Instructions, should be submitted to Contact Company= Include sketches:and technical desalts as appropriate. In some instances, the requirements of this document may concern specilkations,which are mom stringent and which ta#ce precedence ova V.me spec iJed In WPA.13, 13a, 131% or by the authority havingJurisdktion. The Mods RC -RES trust not be used. Pn-appPPcatio»s where due air pressure above the ceiling is greater than that below Ins pect all sprinklers after instaffiW46rr ib ensure that both the gap between the cover plate, ceiling -and the $ slots in the cup. are open.and free krona anyalrflow impediment The spray from the spdhkler is distributed radleall y outward and downward fir6m1he sprinkler deflector= Consettuendy, the spriniidws must b lflcat�ed such that then will be no blind spaces shlelifed from spi4 by perlittonts,room d3VI ers, overhangs .orestherparts of:t`he dwelling*structure. The number of sprinklers within each compartment (as defined by NPPA 13,130, ar 13R) must be kept as small as plii s ible. Do A1QT_, usa more 4'ilriirters t#ran necessary to:cover a particular space.• Use only: the Cover Plate: provided wldr Vie Model-14CrRES. The spri'Aler must bb secured in place by firmly fastening Mi sprinider, s ysterrr piping. to '?he ,stnuctur'+e: , if the sprinkler is not properly s>tcurad ln, posftton, reaction; farces result f fr m sprinkler operation could alter i#s orlentedon and its water riisYribuftn pattern. MStrucltion to Water D1$,W'btition Locations of spr[nMer s7must follow the obstruction rules -of NFPA .13 for Residential Sprinklers. 426jigral,Serisice i:oadrtio» The Model RGRES must bfilf be ubTlzed in WET PIPE sprinkler systems.. Heat Source CtMari3 Refer to NFPA''13D'or 13R:for:tlie requirements.:relating,to,ttie prevenfion;of.possibte. activation of the Heat.Responsive Element of Model RC -RES, due to exposire,.to a heat`sources "other than an actual Pre. Avaiiable SprinklerTempeiature Ratings sprinkler Temperature: , Classification Sprinkler Nominal Temperature Rating pew. 9 Maximum Ambient Ceiling •Tem , - perature , Temperature Rating of the Cover PlateAssembiy Ordinary: 1627 (721C) 100T OWC) 140T (60-C) lntermediate 17ST (790c) 1500 (66"C) 146T (60°C)1) Intermediate 175T(79�) 150 F , (WC) 1627 t72' i) maximum amotem Iemperacure Tor Sne Clover Plate Assemmy is iLnyl. till G): < recatition m Warrtintis car:% Lff -mi- Envi pnmertl~s The Model RC -RES should not be inslalied:where they may be subjected to a corrosive environment including the following: (1) Chlodheiron acrd Chloride environment } Stress corrosion c>•addng maybe caused by exposure to environments with Chlorine ion and -Chloride, Exposure to this environment may resui in'spriniders operating under Non -Fire conditions or Not Operating when exposed to an actual Pre. (2) Sprinkler system piping with Copper. Sprinkler systems shauId be. constructed in compl'lence with the applicable standards and'the requirem_errts for the copper piping when copper piping is used in,the sprinkler system.,'(Ref iertce standards NFPA`13, ASTM $813, 8828, acid CDA s (Copper DevelopmenfAssoaation) —Solder Join) All residual flux must be removed from'the interior lend exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads: Otherwise, .residues of flux may cause corrosion and leakage ui the sprinkiei'systeun. Docliment NO. U085162 Date : PebfO9i2017 f j Page 4 of 8 Hydraulic Destan'Grfteria The minimum required sprinider flood rates for. systern designed to NPPA 13D or 13R are'given in Table A as a function of temperaiure rating and the maximum aflouvabte coverage areas, The sprinkler flow rale is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total'numt;er of ".design sprinklers" as specified in NFPA 13D ; or 13R, For'systems designed' to NFPA 13,•.the number of designed sprinkiers•'is to be the. four. most hydraulically demanding sprinklers The minimum required discharge from each of the four sprinklers is to be the greater of -the followings; • •The flow'rates given in Tatse A for tVFPA 13D'and 13R as a function of temperature rabng.and;maximwTk allowable coverage area • A minimum discharge 0.1GPM/sq.it. j4,07LPM/sq.m) over the "desloh area" comprised of the1bur mast Hydraulically Oemandng sprinklers for the i3ctuai coverage areas.being protected 'by, the four sprinklers. T ` - k, NEPA 1W & 13R PIPE HYD RAW N. CRIT` MA o A$:ide! -- _ Maximum Ordinary _ 'intermediate' ' Goverate _ Maximum spacing Tem erature Rath p g 182`f Tem perature Rating `(79°C) Detiecxor 'Installation Minimum . At2ais y (72°C). 175` - Spacing P! ~GPM Pressure ':PSI Fl Pressure to Gelling Type FL (m xm) (tri}, ' . -_ . .. GPM PSI (m) LPM (bar). (t.PM) (bar 12X12, 12' 13 7:0 13' 7.0, Smooth ceilings ( 3 7x3.7) (3,7)., (49.2 ) ( 048) (49.2 318 to 718' ' -inches. 14x14, A4 1 3, 7.0 13 7.0• . (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Bearn+ed ;i celbngs per NEPA a y 16x16 .16 13 ,, 7.0 14 8.2 13D;13R Ganceaied 6, (4;9x4.9) (4.9) (49.2) (0.48) (53.0) . (0.57) :or .13 Imo, ' in m in bebeaa to (2:4) 18x18 18,- 17 . 110 18 ..- 13.5 (64:3) (0;83) (68.1), ,(0.93) 718 inches 2px20 20: • 2.1 18:4, below (6.1x6.1) (6.1) ,(79:5) (1:27) '- bottom of beam. (a) • For coverage am6 dimensions less :than the above mentioned; it needs to use the minimum required flow far, the Next Fligher`CoverageArea listed.'- ' r (b) ,Requirement is based on minimum flow in GPM/LPM from. each apdrilder. The associated residual pressures are calculated using "nominal K=Factor . Refer to Hydraulic:D*gn Criteria Section for'details. (c) For. systems with Wi in%types smooth, fiat horizontal, or beamed; or sloped," in arcordanoe with the 2013 e=dition of •.NFPA 1;30, 1,3R or 13 as applicable. ,; Spritf ter`S;�acina Criteria - , s r The minimum spacing between sprinklers is 8 feet (2.4m). The maximum.spacirig between:stuiniders cannot go beyond the coverage area.calcuspecific iated by using the hydraulic factors. (Ref. Table A) Do6ument-'NoAJOSI5162' bate : Fe"912017 I i lAIS A, if Page: 5 of 8 The Model RCAES must be fttatkcf in a vvath Ow following fnsti scar►s. DO nWttass arry$prkd*a D nw am anysodnMm w tth show daft a doo or craddag in, egher firo Sp*Ww or f *,ftlbciw t Pyr ft *U*Watb#- Vmadwbe tb*wd In 00 WAIOW cwam areal POW906V ,.d to Wt. th. iibrViorocrs�. The i'++oAW&V CRP a>Wt ream or: the spdnber duift &WWAdooaaad tmW do oaftig kauiaaofw fs oomp*oea rft P otacave OWmust be reasobed to#hm Aw4prirWw in swvk& IbO s *Wgnar of r t*'14 ftJbs (" to 19 W aria a 112 kich APT tr i It YOU exp OV r+o=nawdbd In McOfWr ter 10CraWftfttiierbNaftft d©aotVyto ov4Wy a* g g, 16screw thasi ertloo joesety or mdft any modw=sbnto #0 cmwpkft asssenw. R"*W Me Wdemar Tiara beew & iso► Holt tat" !e :rao0 11 tyreCV R&MMW RC ft #0 off Pkmft die two trvok 1000 per. The kxsUftd MY bre &%O bOMOYar; n MW aum w 7777.77 c Stvt The is on, te*Aremerft for the spr rare as fotlaV to be irrstaiied only in ttw pendent position **v the waterway Perpen it tis the Wig, betalt the SPmWer so tat* It c WAnce irons the face of the tg. to the rnaurting surface wai# be nom' a ira (60.&nrn) as Owwn in Figure 3. SIAP 2 VM pipe thread sealant applied to the ttseacis. hand UOW the gxmlder info the sprinkler fitting. Then bgtft n it Wth the Sprinkler socket at Wench & socta ket Cw i bon (Ref. tie 4). The grooves of the socket mist fit perfectty wib the grooves on IM SptaidE+r for proper mon (Re(: Figgatre d). Stet 3 If desired the Protettm Cap may also be used to locate the center of the clearance tide by gently pushing the cel nye" agakiA ft comer point of the Protecove Cap. Before the WAtailatim of the ce&xj the sprinkler mon can be started with the 2-318 inti (60nun) 6 aneter clearance hole {Ref. Fide 3). use the 'romance Liana of cewv Level' bxficaw on the Protective Cap to dw3ce tor P VW insWk*w he4t (Ref. Foxe 3). Vahe a $We Heae Oo Mac ��`�'`� Ava IIL".iBAens+i } arar-Y' 1, ' fi 'fir' tj�'�,J(s3nnil i c3r�e m, n,sr of t tweii moi - an ma u � : /J )jjj)J—7•—•__' lild(11K%!(${l�iDa c r lax rev ' ----- - sup 4 Use the CM Renriover RC to rerrwve the Protective Cap (Ref. Figve 5), and Seen psi or =ew a Cover Plate Assentiy on the 0104 the 81 by tend until ift flange just cornes in conted wM the cel ng (Ref, Figure S and figure i). Stop tightmMthe Cover Rate, AssetnWy once tate halve has canoe in contact with the cW&x ,. tfthe ceft has been Red tram its normal post m in the process of b"ni tg d the Cow Plate Asst reac#ud ttae carer pinta as necessary. if Document NO.UM152 flag : FeblOWW 17 m page: 6 Of 8 the OaW of ft Cover Phde Assem* amiat Cmw m =*ad with V* cebV mTw3&*, ma*tst WWdw f" as 'neamW VV�en pDpglty kmWW, two, is a nm*W j/jS brch �l 1 . n) . air 9W betwem the ip of the Gayer Pile and the oeiting as 15ho�ivn W Fi1pre 6 ON "oak to t PUB dawn stop t �W 2 V sup 3 IcOnFeci M-9 CAREAND MAINTENANCE Page 7 of 8 The follM Me oWng'rlsftcficm must be iMP!em &Aed fdft:' 21ntena `aAdsMic:eOftheM6delRC-RES. NOZES. Wetpipasprinklar systems mustb6malntalni dita m1nhnum1*mpar6Wreof4OF14t to:PtjmDntJ?Wingandburstfng of the pipe ,a JnWbrap6nkl- Automatic , ."" are 'not tobeftstedwahahsaiswme. operation,of the beat responsW WWNW can result Absence of a Cover ,Pia te ASSOMbty may dwlay the response time of the sprinkler In, case of fire, Install the Civiiplaft assemblypropeily, as shown "- Fjjujiq�& Improper In Installation iii Vi6 cover plate assembly may tause Improper operation or 0201"Peradon. If die CO9lM4 Is to; be raW!tted alter th6insWitatibn of the Spdhkh�r, care must be exercised to ensure Mw the new paint does not seal off any of the virgap. Factopy'pakrted Covei Plates.mu& not be. repainted. . They should be, rWbco4 N necessary, by ftclOry painted cover Platm Non4acWry applied iiaint ddej or prevent sprinkler operaVon, ih,case of a.fire. ,: Do not ,pull the avw Plain. Sofjaravon Maj onesult. In prep9r#ipn'1br'1n*1nftnance of the flits protwdon,system, permission to - close: e th Mai# control VaW, must be obtiftjid.frorrr 1*0 pn*w authorities and all off"1ed by. this sedon parties must be informed before the maintenance session car► commence. Do NOT enclose any sprinklers within drews, curtains, or valences. Do NOT: hang anything .from the'sp nifnklers. Do NOT chionth's sprinklers with soap and "en detergents, ammonia, cleaning ffulds, or other chemicals. Remove dU4 lintcobwVbs,' cocoons, Insects, and larvae by gently brushing with a leather duster or gent* vacuuming with a soft brisk e�'-dlu*sdn_4)-iih"itth�hm"en't. Exercise. suitable :`saftk'precautions In the, use and storage of highly fiammable maftWels. The rapid tate of fire development and spread of these nut rials can reduce the ability: of the Spd'ink4rost"s io-aid in the control of 'a fire Leaking. or corroded spn*'nk Must be-, rs reptB66d., AUtornatc Sprinklers m-Ulstnever, be shipped orstored where the temp"ure exceeds 10071-31M. Automatic sprinkler must never be� physically a*eo,, such as, painted. -plated, or coated, once 9hpped:frorn the factory.. If the s0rinklers have bin in any we ified4 they must be replaced, ymod Great caution muni be applied to' prevent damage to,the sprinklers at 611 stages before, during, and after installation. Damaged units, asaresin .ofdropping, :hftbng,.,ow.-Ughtiafiiiig,orwren ch slippage, must be rep lic6ti: The Mbd&,,RC-RES must only be replaced with pendent sprinklers which are. listed for, residential fire protection service and ft which.have -san;e ndminii -K*acto'i,'°the same coverage area, and the same or lowerflow. rating$ (as indicated under Table A -Hydraulic Design Criteria'). When remodelingsuch as by adding ibise beam or light foduresor changing the location of comparbjje� MA%, first V" that ttie new 4ibt Violate the installationrequirementsof the applicable standards. of NFPA After the new construction arfillor the sprinider'systern to, suit the requiremients- of this document and the applicable NFRO(regula. ons. The 'owner is responsible fbr!n the fti6 sprinkler system, including inspection. ani! testing, its compliance with this docurn", as'well as the itajidards,6f the National Fire Protection'Association (e.g.; NFPA 25), and the regulations of airy other authorities having-jurisdicfion. The owner iih;uld direct any questions regarding the above rules and regulabops to the installing contractors or ,the 's -p mW'der manufircturer. 'it is trecommended that automatic iprinklet systems t and be inspected, tested; maintainedby-aqualifled InspectionService in accordance with NFPA,25. ti ? Document ,Nd.U085162 V 4. Date - FebI0912017 4 ORDER PROCEDURE Peke :B of 8 When placing an order, please contact a focal distributor with the`fonc*ng information (Model Name, Specify, Temp. and Finish). Sprinkler: Model. RC -RES SIN: SS8464; Residential flat Concealed Sprinkler Pendent K4.9, Temperature. 162`f t72°Cj or 175 (79'r-)) Cover. Plate Assembfr: 2-518 inch (�88mm).or 3-1/4 inch (083mrn) or 2-5/8 inch square (068mm), Order Separately from:Sprinkler Please refer to the chert below for available sizes,. temperature, and finishes. ' Toots for nstabati on' ofModel: RC -RES Socket for Model RC -RES • Wrench & socket for Model RC -RES Cap Remover RC Document No. U085182 Date : Feb!(} O 17 Standard Finishes Custom Finishes Mile Wy Bolp Brovrn Blanc Nickel Wool grain Custom Calor Custom Pattem 2-518" Round, 1400E 0 0 0 - 0 0 3-1/4- Round, 1400F 0 0 0 0 0 0 00 2-518" Square, 140°F a - - _ 0. 0 0 0 3-1/4! Rbond, 162°F U.' 0 Toots for nstabati on' ofModel: RC -RES Socket for Model RC -RES • Wrench & socket for Model RC -RES Cap Remover RC Document No. U085182 Date : Feb!(} O 17 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3867 www. Afcon.org 514 t FTSET CPVC HANGER SUE - 314" thin 3"pipe. MATERIAL- Carbon Steel FINISH - Mil. Galvanized.. LISTINCIAPPROVAL- *6 203 - EX 4231, EX 2551 PATFM - No. 6,6486,27& FDNC nON - V4".4" t• Iangerfrestrainer for horizontal CPVC, Copper or Stets Pipe - Listed hangerircobtim ipe.Listed'hangerircobtiner in all 3 mounting positions,, i.e. vertical surilitx and both top and bottom of horizontal surface. Provides tb t d verticaUlate rai resownt and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Sttt 2 iii" Hanger for horhadal CPVC pipe. Listed mer in all 3 mounting positiotw i.e. vertical surface and both top and bottom of horizontal surface. Saxe 3" Hanger for horizontal CPVC piptr in two maiunting positions, side and bottom. i.e. vertical surfsce and b000m of horizontal surface. Stxbilizm vertical piping by providing horizontal mdraint. INSTALLATION - Pear NFPA 13.13R and 13D. Slee by Pipe type. Install on wood„ co 7de or ste d - See Drawings. Strap over pipe duet sguem snap back allowing pipe to slide freely. iia d When M5 durads are exposed in wood. install #906 backing nut. W svtuaa.NOM wrrr malt C7wdr „w. t> : N%* *at as awmwy c*wp esmu an ei *dod *f "y wrtfs aa. FASTENERS - UL Listed per NFPA 13 WOOD - 314" - 3" CPVC pipe - #M aorew- no pre -&ill. 314" - 2" Copper pipe - #"S screw- no pre -drill. 314" - 2" Steil pipe -1/4'x1 112" lag screw - no pre -drill. Thou 5/8* gypsum board - 114" x 2- lag screw. M L• miu. 1 S GA. - 314" - 3" CPVC pi 114" or # 14 Tek Screw. f 314" - 2- Copper pipe -111" or # 14 Tek Screw. a 314" - 2" Steel pipe -111" or 1111 Tek Screw. ' a CONCRETE: Required minimum load e*6 fitatcner.e 3 ww +2Sd1bs. FFATURF,S • 1 112" Offset - loose fit allows pipe to slide. • 314" and 1" pipe size made with common center -lino. • Patented design for superior straeno. • Cfiket edge elimit aatacs abrasion. • ,11 CON 119115 screw has 5116" bex had included. ORDERING - Past # and pipe size. AFCON #W bw*iug nut scald separately. SpaiicA7��LYf,4�xta elf'1aa�eitbateuwhpetltetx�31X�dttaierATt77hv'p�etsb-eMdrti+ AWf*vmpnhmssoabow V rMwx-+canon-trio •toldod9te wa=YkISMeSepaittieMl�i} Di3Cio►I1NF�Ti*�tf'CgN+r�llK317't��wr�t►►LiM:d�t�raMw'i���wd�rtvaebYwarwM"4tp+aia�►P�aaraTrws raerrlYeNn/-tdtby/l�fat?Y, AYK'AN.4Nt71C!'rDSBrU�.wwr+b'tkawrrwrre► bwvwvvI*=j 44oecatia6w:Lirciiewrtaroorwr w"&wrNi afft4Mat --Ake bo.ra Ynwet ws few. atlk"wrkstr tri-..udirasrae,atl�CrYY ewe�eh lr"i retie et lite coed. U08 ii Thou 5/8* gypsum board - 114" x 2- lag screw. M L• miu. 1 S GA. - 314" - 3" CPVC pi 114" or # 14 Tek Screw. f 314" - 2- Copper pipe -111" or # 14 Tek Screw. a 314" - 2" Steel pipe -111" or 1111 Tek Screw. ' a CONCRETE: Required minimum load e*6 fitatcner.e 3 ww +2Sd1bs. FFATURF,S • 1 112" Offset - loose fit allows pipe to slide. • 314" and 1" pipe size made with common center -lino. • Patented design for superior straeno. • Cfiket edge elimit aatacs abrasion. • ,11 CON 119115 screw has 5116" bex had included. ORDERING - Past # and pipe size. AFCON #W bw*iug nut scald separately. SpaiicA7��LYf,4�xta elf'1aa�eitbateuwhpetltetx�31X�dttaierATt77hv'p�etsb-eMdrti+ AWf*vmpnhmssoabow V rMwx-+canon-trio •toldod9te wa=YkISMeSepaittieMl�i} Di3Cio►I1NF�Ti*�tf'CgN+r�llK317't��wr�t►►LiM:d�t�raMw'i���wd�rtvaebYwarwM"4tp+aia�►P�aaraTrws raerrlYeNn/-tdtby/l�fat?Y, AYK'AN.4Nt71C!'rDSBrU�.wwr+b'tkawrrwrre► bwvwvvI*=j 44oecatia6w:Lirciiewrtaroorwr w"&wrNi afft4Mat --Ake bo.ra Ynwet ws few. atlk"wrkstr tri-..udirasrae,atl�CrYY ewe�eh lr"i retie et lite coed. U08 �� � � 4 _ � .. '* � - _ �, ._ � .� In Jft CPVC Specificafions�subject to. duuxje,without6tice. S" N 144460' 1" optional :, Ripla"It- t4npontuts: iztar&Swiicssembly; stock no. 1029030 Waterf[iDwswirmbesthitaitmo-citorii3g.!pzpsprinklersystemsshall not be used adthisiole ud1xaU'n'g-,swttcli-eo)dikh,*e, AFFF.deluge, i hte ow h W switc es used for thts caus ed'by surges, trapped air,. of short retarii times: , C&neid w0iinatid h The Model VSR-SO is a, vanetype wate-flow switch for use on wet sprix*l*s$�'usui TVC plasticfittings =w Tyco, I Oico VidaWk,1p mand Spears'Manyhotaring,Company) did use. 17, ora"pipe Sizes. It isequippodlvAtka= .Ion to accommodate' installation to ;oubned spaces.!, 'The VSR.SG- coniain]s two -single throw, snap action switches and tb A�ustab reor liog pneumatic retard. 116. switches are azt6ftd when a, flow of 19 GPM (38 LPM),or,more occurs downst-eam of the switch.'The'&�w condition must must for a, period of time necessary to overcome dre selected rptaril pexod Enclosure The VSR-SG switches and. retard are enclosed in a general, purpose, die-cast housing The -wver=is h.ldin tamper place with � resisfanfscrevis which require a specs k-,'keyfor removal.. A field installable cover tanxper, . switch is 4*44le as an'. option—'i-Which may lie usedto remova:,i6f4hic cover. I See , bulletin number, 50110 for'installati6n instrn . us of this switch;' switche--- cat 1hese may be mounted -'on horhontal, or vertical pipe. On horizontal pipe they shall beInstalled an tie top side of the pipe where they will be accessible. The switch a1hoAd not.be installed within 60 (IS cm) of a Etting which changes the demon of the wataflow or A CA' Utem Do not trim ft';, Faffire th Ulow&as: instructions ray prevent the sw U4 from *5—mu-"�and wilt void thia ;utv' VSR-SG VANE TWE WATEffLOW ALARM SWITCH WI,TH-.RETMW AND GLUE -IN UNION UL, CUL and CSFM Listed, CE Marked Ser-AcePm-sure: Upto175P'S1(12,0TBAP,)- Flow Seniki*itylftange forSiguali. 4-10 GPM. (15=38 41?1�1 _ UL. MaAmum Surge: 18FPS (5.5rn/s) Contaef Ratings: Two sets of SPDT (Form C) 10-0Amps at 125/250VAC 2.0 Amps at 30VDQ Resistive l0mAmpsniin.at24VDC Conduit Entrances:'No op- e- nn-' gsprovi edfibil/2',condiiit. jndvcivalswitch cpmpartm !�nts suitable for dissirnilarvokages. Environmental Specifications: _ NEMA 41IP54 RatedEnclosuresuitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fifting. Temperature Range: 40T -;120T. (4-5"C - 49Q - TJL Service Use: British Standard B59-251 Automatic Sprinkier NEPA-13 One or twofamity dwelling NFPA-13D Residential oc&pancy,up to.Iiiiii stories NFPA-'t3R Wational .Fire Alarm Code -- NFP.A-72 • TnsWlabon, must be performed by qualified personnel and in accordance with all national and local codes and ordinances. -Shock hazard. Disconnect power source before servicing. Serious m)WY or death could result. Risk of explosiom Not f6ruse in hazardous locations. Serious within 24" (60 cm) of a valve or druiu. The unit 1w,a V male fitting for gluing into a CPVC plastic tee: NOTEt,.Do not leave. cover, ff f6r an extended period of time. Loosenthe union nut and separate the l"mide fitting from llic VSR-SG. Glue the V vWe fitting into -the TEE fbIlowing the TEE manufacturer's instructions forpmparation and gluing of CPVC pipingsystems. (Note: The tr male fitting must bottom out on the stop of the TEE for proper operation ofjhe,VSR-SG. See .Fig. I 1.).Wait 2 to 4 hours to f_or the glue, to dry before attaching the VSR-SG to the V male fitting. Select the proper _� ti size and� - - '. — 'ddle.,or a -type a used. See fig 3 pa pike size f TEE fbIrAnsiruction's, on how to change paddle.. Verify that the co -ring is Properb4os . itioued_ I in its groove: Band tighten thenut.on the union aftr orienting the switch in the appropriate direction to detect waterflow as shown in Fig 5 & Fig. 7." The vane must,not rub the inside of the TEE or bind in any way. The stem should move freely when operated 'bYhand. A bXUTIO N PAGE I OF 4 9 I t 7 su vs -SSG VANE TYPE WATE"LOW' POTT EF... pax cpvc rrpE .. ALAR1l�15VVI7rCH WITH.RETARD 7' he Symbol of ��a �:;kms �},fix r;� _. ® � AND GLUC-iN iTNI4N Testing The frequencyofinspectioa andiesian,g fortheModeWSR SOand its associatedprotectivemonitoring system shall be marxordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction tinarinfaciurer rerasmmend quaff eriy or mare. fraquenily). A method of testing: the VSWSG ma st be provided. The valve riser/ for testing shall be easily reached and shall produce a minimum; flog of 10 GEM m activate the switch. ,The rlischwge orifice shalt be equal to the smallest sprinkler used in the system. Advise the .person responsible for%testing of the fire protection system that tbis;systern must be tested in accordance with the: resting hnsixucrions. - ,. ' 2 freak out "thin-section7of lover when' t �=. 'wiring both switches from one . Glue the i"maieflttingmtothe'TEEfollooving cnnttnitentrance. the TEE manufacturer's "instructions. for preparation and gluing of CPVC' piping, systems.. mart_ 2't6 A hours to allow the glue to dry before a#aching.the VSR-SG to the l_" mate fitting. iMOUCaul+ cLrArwwu� ,: i�smAiiA'�1OrG ORMUST sorrw+ an ADMAL OF OVIC£i _ - ON STOP NII SU'SKww. 11CARmS 0i1 AOAPYERS'._ . y�AptnE PIUWJ.YW ' OIRECTtOni OF ?' 0 OwG.9ti83-3 - IYWYr�II/I1��11 I Notes - J. TheModel VSR-SG has.two swiiches, one = be used.to operate a ; cwtral station, proprietary or remote sigrraiing:unit, while the other contact is used to operate a /Deni auch'ble or visual annunciator.- ,- 2. For wpwAsed circuits, we "Switch Terminal Connections" drawing and -w ammg note (Fig ✓ xEurnuaaOA+eaFAsc�r. >a�urn;a;maoAta�a. �` - _ ;' axe .' � � _ E/Af6+6dlirc#etsm4 1.1 paddles. are furnished with each.:unit' to accommodate the various sizess and, mangy of TEES Time puddles have raiser/ tetteiing, thatshow the pipe stze and the TEE ma nufadum thqrre, to be used with.. lime i�Pe' ladle must be syed The paddle must,be properly attached - and: the screw'that holds the paddle must be- securely e securely dotened.. PRDn.ED N USA WG. #54b1205 - REV H -OV12 The S.Asa insiatled in i SASH SERIES The Symbol r# tvn HORMSICN coM pq TION YL Uited Strobe Barn ii3at ; 9-114" h-114" w z 4" i1 ' ValtagmAvailabk. SASH -24 (24VDC) SASH -120 (120YAC) Enviropmmtt Indo6r ar O udtior use' ."38 inclusiod B_'ol�l U& models TOMAftafiau- STamte tetmia# for hom and,strobe - F' 4 -Rrd. with white lettering:, SASH= 2A Stock No. 1000535 SASH -120 Sto, No.100056o. one heanlstvbZ combiaatism designed for use as as widio visual *nation for automatic spunkier systems.lt can be I or in M=ace of Motof�e�xos_ Strobe 1*taR*.'Mkjad tRciciCi ... ; •, -. SASE -24 hpa C=tw :SASH-iZtt:bwiaC=tit 7ygW oic&A4'l0A Tawe' t ....- Amos at 24V DC SI STD Amps ffi 115V Ac In ,STD At Namiaad.i4w Vdtagt STD Ham. 0.038 0.4L4 0:030 0.044Ben 99 g3. w 0.019 0.012. 0.040 0.438 9297 0.038 0.024 0.030 0.030 99` Coe 3 gmu 0.038 0.024 0.050 0.040 99 83i . Code -3 Toot t a02711 0.016 0.042 0.039 „ 95 90 %Pvi i9hoc—P 0.031: 0.025 0.050 . 0.0=8 ;, 99 " 94 Sueri0.43 .0.033 0:045 0.040 98 93 HMO__ 0.020 0.013 0.411 0.03993 _. a Strobe £endeIIm Strobe t arrmY {1f die stiobe gazl sadible c9ri-4te on mei seine # ,*#- Wobe cult to the tone .j u# 0.102 0.060--, 060- - t