Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6629 SANTA ISABEL; ; AS000180; Permit
2/9/22, 5:24 PM AS000I80 Permit Data City of Carlsbad Sprinkler Permit 6629 SANTA ISABEL Job Address: ST Permit Type: SPRINK Parcel No: 2153303007 Lot #: 0 Reference No.: PC #: Project Title: LA COSTA HILLS Permit No: AS000I80 Status: ISSUED Applied 11/21/2000 Approved: 11/28/2000 Issued: 11/28/2000 Inspector: Applicant: Owner: Fees ($) Add'l Fees ($) Total ($) Balance ($) 1,140 0 1,140 0 about:blank 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT i - A20DOW SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 79.9 65.9 58.0 AGGREGATE FLOW ANALYSIS: FILE COPY TOTAL FLOW AT SOURCE 65.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S 0.0 SOURCE 58.0 65.9 DC 0.0 - - - - 58.0 - - - DA 0.0 - - - - 53.0 - - - C 0.0 - - - - 51.0 - - - BOR 0.6 - - - - 50.1 - - - TOR 3.6 - - - - 43.4 - - - 1 8.6 - - - - 38.3 - - - 2 8.6 - - - - 21.4 - - - 3 8.6 - - - - 16.0 - - - 4 8.6 - - - - 10.9 - - - 4A 8.0 K= 5.60 10.4 18.0 5A 8.0 K= 5.60 8.5 16.3 6 8.6 - - - - 13.6 - - - 7 8.6 - - - - 9.2 - - - 7A 8.0 K= 5.60 8.8 16.6 8A 8.0 K= 5.60 7.2 15.0 9 17.6 - - - - 17.5 - - - 10 17.6 - - - - 17.5 - - - 11 29.6 - - - - 12.3 - - - 13 29.6 - - - - 12.3 - - - 13A 29.0 - - - - 12.6 - - - 14 29.6 - - - - 12.3 - - - 14A 29.0 - - - - 12.6 - - - 15A 29.0 - - - - 12.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SU1. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 65.9 6.000 PL 20.00 PF 0.0 S 0.0 SRCE 58.0 (N/A) 0.7 150 FTG TG PE 0.0 DC 0.0 0.0 58.0 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 58.0 0.0 5.0 psi, 66.0 gpm DA 0.0 0.0 53.0 0.0 Pipe: 3 66.0 2.050 PL 60.00 PF 2.1 DA 0.0 0.0 53.0 0.0 6.4 150 FTG 3L PE 0.0 C 0.0 0.0 51.0 0.0 0.030 TL 69.00 PV 0.3 Pipe: 4 66.0 1.985 PL 10.00 PF 0.6 C 0.0 0.0 51.0 0.0 6.8 150 FTG 2L PE -0.3 BOR 0.6 0.0 50.1 0.0 0.035 TL 16.00 PV 0.3 Pipe: 5 66.0 1.380 PL 3.60 PF 5.5 BOR 0.6 0.0 50.1 0.0 14.1 120 FTG 2C PE -1.3 TOR 3.6 0.0 43.4 0.0 0.311 TL 17.60 PV 1.3 Pipe: 6 66.0 1.400 PL 7.00 PF 2.9 TOR 3.6 0.0 43.4 0.0 13.7 150 FTG ER PE -2.2 1 8.6 0.0 38.3 0.0 0.192 TL 15.00 PV 1.3 Pipe: 7 66.0 1.400 PL 54.00 PF 16.9 1 8.6 0.0 38.3 0.0 13.7 150 FTG E3T5R PE 0.0 2 8.6 0.0 21.4 0.0 0.192 TL 88.00 PV 1.3 Pipe: 8 66.0 1.109 PL 3.00 PF 5.4 2 8.6 0.0 21.4 0.0 21.9 150 FTG TR PE 0.0 3 8.6 0.0 16.0 0.0 0.597 TL 9.00 PV 3.2 Pipe: 9 31.6 1.109 PL 10.00 PF 2.4 3 8.6 0.0 16.0 0.0 10.5 150 FTG TR PE 0.0 6 8.6 0.0 13.6 0.0 0.153 TL 16.00 PV 0.7 Pipe: 10 34.4 0.874 PL 5.00 PF 5.1 3 8.6 0.0 16.0 0.0 18.4 150 FTG TR PE 0.0 4 8.6 0.0 10.9 0.0 0.570 TL 9.00 PV 2.3 Pipe: 11 18.0 0.874 PL 0.60 PF 0.8 4 8.6 0.0 10.9 0.0 9.6 150 FTG TR PE 0.3 4A 8.0 5.6 10.4 18.0 0.173 TL 4.60 PV 0.6 Pipe: 12 16.3 0.874 PL 10.60 PF 2.7 4 8.6 0.0 10.9 0.0 8.7 150 FTG ETR PE 0.3 5A 8.0 5.6 8.5 16.3 0.144 TL 18.60 PV 0.5 Pipe: 13 31.6 0.874 PL 5.00 PF 4.4 6 8.6 0.0 13.6 0.0 16.9 150 FTG TR PE 0.0 7 8.6 0.0 9.2 0.0 0.488 TL 9.00 PV 1.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\C12183SD.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC PIPE DATA (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 16.6 0.874 PL 0.60 PF 0.7 7 8.6 0.0 9.2 0.0 8.9 150 FTG TR PE 0.3 7A 8.0 5.6 8.8 16.6 0.148 TL 4.60 PV 0.5 Pipe: 15 15.0 0.874 PL 10.60 PF 2.3 7 8.6 0.0 9.2 0.0 8.0 150 FTG ETR PE 0.3 8A 8.0 5.6 7.2 15.0 0.123 TL 18.60 PV 0.4 Pipe: 17 0.0 0.874 PL 17.60 PF 0.0 2 8.6 0.0 21.4 0.0 0.0 150 FTG TR PE -3.9 9 17.6 0.0 17.5 0.0 0.000 TL 21.60 PV 0.0 Pipe: 18 0.0 0.874 PL 4.00 PF 0.0 9 17.6 0.0 17.5 0.0 0.0 150 FTG E2TR PE 0.0 10 17.6 0.0 17.5 0.0 0.000 TL 15.00 PV 0.0 Pipe: 19 0.0 0.874 PL 12.00 PF 0.0 10 17.6 0.0 17.5 0.0 0.0 150 FTG ER PE -5.2 11 29.6 0.0 12.3 0.0 0.000 TL 17.00 PV 0.0 Pipe: 22 0.0 0.874 PL 6.00 PF 0.0 11 29.6 0.0 12.3 0.0 0.0 150 FTG TR PE 0.0 13 29.6 0.0 12.3 0.0 0.000 TL 10.00 PV 0.0 Pipe: 23 0.0 0.874 PL 12.60 PF 0.0 13 29.6 0.0 12.3 0.0 0.0 150 FTG 2ETR PE 0.3 13A 29.0 0.0 12.6 0.0 0.000 TL 24.60 PV 0.0 Pipe: 24 0.0 0.874 PL 12.00 PF 0.0 13 29.6 0.0 12.3 0.0 0.0 150 FTG ETR PE 0.0 14 29.6 0.0 12.3 0.0 0.000 TL 20.00 PV 0.0 Pipe: 25 0.0 0.874 PL 2.00 PF 0.0 14 29.6 0.0 12.3 0.0 0.0 150 FTG ETP. PE 0.3 14A 29.0 0.0 12.6 0.0 0.000 TL 10.00 PV 0.0 Pipe: 26 0.0 0.874 PL 9.00 PF 0.0 14 29.6 0.0 12.3 0.0 0.0 150 FTG 3ETR PE 0.3 15A 29.0 0.0 12.6 0.0 0.000 TL 25.00 PV 0.0 Pipe: 27 0.0 0.874 PL 75.00 PF 0.0 11 29.6 0.0 12.3 0.0 0.0 150 FTG 4T9R PE 0.0 13 29.6 0.0 12.3 0.0 0.000 TL 96.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.165 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.9 ft/sec at pipe 8. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPV1v -------------------------------------------------------- NPTee SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/14/2000 C:\HASS65\C121835D.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD PLAN 3 GARAGE CALC WATER SUPPLY CURVE 84+ 77+ \\\\\\ * <-75.0 psi @ 500 gpm Flow Test Point 70+ 63+ Ix P 56+ R E S S 49+ U R E 42+ 28+ 21+ 14+ LEGEND X = Required Water Supply 58.03 psi @ 65.9 gpm 7+ 0 = Available Water Supply 1 79.88 psi @ 65.9 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 )ate: 11/14/2000 C:\HASS65\C12183SD.SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 80.0 14.0 52.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 14.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 14.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S 0.0 SOURCE 52.3 14.0 DC 0.0 - - - - 52.3 - - - DA 0.0 - - - - 47.3 - - - C 0.0 - - - - 47.2 - - - BOR 0.6 - - - - 46.9 - - - TOR 3.6 - - - - 45.3 - - - 1 8.6 - - - - 42.9 - - - 2 8.6 - - - - 42.0 - - - 3 8.6 - - - - 42.0 - - - 4 8.6 - - - - 42.0 - - - 4A 8.0 - - - - 42.2 - - - 5A 8.0 - - - - 42.2 - - - 6 8.6 - - - - 42.0 - - - 7 8.6 - - - - 42.0 - - - 7A 8.0 - - - - 42.2 - - - 8A 8.0 - - - - 42.2 - - - 9 17.6 - - - - 35.7 - - - 10 17.6 - - - - 34.1 - - - 11 29.6 - - - - 27.1 - - - 13 29.6 - - - - 26.4 - - - 13A 29.0 - - - - 26.6 - - - 14 29.6 - - - - 24.2 - - - 14A 29.0 - - - - 24.5 - - - iSA 29.0 K= 3.00 21.8 14.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC 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) F.L./FT (PSI) Pipe: 1 14.0 6.000 PL 20.00 PF 0.0 S 0.0 SRCE 52.3 (N/A) 0.2 150 FTG TG PE 0.0 DC 0.0 0.0 52.3 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 52.3 0.0 5.0 psi, 14.0 gpm DA 0.0 0.0 47.3 0.0 Pipe: 3 14.0 2.050 PL 60.00 PF 0.1 DA 0.0 0.0 47.3 0.0 1.4 150 FTG 3L PE 0.0 C 0.0 0.0 47.2 0.0 0.002 TL 69.00 PV 0.0 Pipe: 4 14.0 1.985 PL 10.00 PF 0.0 C 0.0 0.0 47.2 0.0 1.5 150 FTG 2L PE -0.3 BOR 0.6 0.0 46.9 0.0 0.002 TL 16.00 PV 0.0 Pipe: 5 14.0 1.380 PL 3.60 PF 0.3 BOR 0.6 0.0 46.9 0.0 3.0 120 FTG 2C PE -1.3 TOR 3.6 0.0 45.3 0.0 0.018 TL 17.60 PV 0.1 Pipe: 6 14.0 1.400 PL 7.00 PF 0.2 TOR 3.6 0.0 45.3 0.0 2.9 150 FTG ER PE -2.2 1 8.6 0.0 42.9 0.0 0.011 TL 15.00 PV 0.1 Pipe: 7 14.0 1.400 PL 54.00 PF 1.0 1 8.6 0.0 42.9 0.0 2.9 150 FTG E3T5R PE 0.0 2 8.6 0.0 42.0 0.0 0.011 TL 88.00 PV 0.1 Pipe: 8 0.0 1.109 PL 3.00 PF 0.0 2 8.6 0.0 42.0 0.0 0.0 150 FTG TR PE 0.0 3 8.6 0.0 42.0 0.0 0.000 TL 9.00 PV 0.0 Pipe: 9 0.0 1.109 PL 10.00 PF 0.0 3 8.6 0.0 42.0 0.0 0.0 150 FTG TR PE 0.0 6 8.6 0.0 42.0 0.0 0.000 TL 16.00 PV 0.0 Pipe: 10 0.0 0.874 PL 5.00 PF 0.0 3 8.6 0.0 42.0 0.0 0.0 150 FTG TR PE 0.0 4 8.6 0.0 42.0 0.0 0.000 TL 9.00 PV 0.0 Pipe: 11 0.0 0.874 PL 0.60 PF 0.0 4 8.6 0.0 42.0 0.0 0.0 150 FTG TR PE 0.3 4A 8.0 0.0 42.2 0.0 0.000 TL 4.60 PV 0.0 Pipe: 12 0.0 0.874 PL 10.60 PF 0.0 4 8.6 0.0 42.0 0.0 0.0 150 FTG ETR PE 0.3 5A 8.0 0.0 42.2 0.0 0.000 TL 18.60 PV 0.0 Pipe: 13 0.0 0.874 PL 5.00 PF 0.0 6 8.6 0.0 42.0 0.0 0.0 150 FTG TR PE 0.0 7 8.6 0.0 42.0 0.0 0.000 TL 9.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\Cl2l83SD .SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 0.0 0.874 PL 0.60 PF 0.0 7 8.6 0.0 42.0 0.0 0.0 150 FTG TP. PR 0.3 7A 8.0 0.0 42.2 0.0 0.000 TL 4.60 PV 0.0 Pipe: 15 0.0 0.874 PL 10.60 PF 0.0 7 8.6 0.0 42.0 0.0 0.0 150 FTG ETR PE 0.3 8A 8.0 0.0 42.2 0.0 0.000 TL 18.60 PV 0.0 Pipe: 17 14.0 0.874 PL 17.60 PF 2.3 2 8.6 0.0 42.0 0.0 7.5 150 FTG TR PE -3.9 9 17.6 0.0 35.7 0.0 0.108 TL 21.60 PV 0.4 Pipe: 18 14.0 0.874 PL 4.00 PF 1.6 9 17.6 0.0 35.7 0.0 7.5 150 FTG E2TR PE 0.0 10 17.6 0.0 34.1 0.0 0.108 TL 15.00 PV 0.4 Pipe: 19 14.0 0.874 PL 12.00 PF 1.8 10 17.6 0.0 34.1 0.0 7.5 150 FTG ER PE -5.2 11 29.6 0.0 27.1 0.0 0.108 TL 17.00 PV 0.4 Pipe: 22 10.8 0.874 PL 6.00 PF 0.7 11 29.6 0.0 27.1 0.0 5.8 150 FTG TR PE 0.0 13 29.6 0.0 26.4 0.0 0.067 TL 10.00 PV 0.2 Pipe: 23 0.0 0.874 PL 12.60 PF 0.0 13 29.6 0.0 26.4 0.0 0.0 150 FTG 2ETR PE 0.3 13A 29.0 0.0 26.6 0.0 0.000 TL 24.60 PV 0.0 Pipe: 24 14.0 0.874 PL 12.00 PF 2.2 13 29.6 0.0 26.4 0.0 7.5 150 FTG ETR PE 0.0 14 29.6 0.0 24.2 0.0 0.108 TL 20.00 PV 0.4 Pipe: 25 0.0 0.874 PL 2.00 PF 0.0 14 29.6 0.0 24.2 0.0 0.0 150 FTG ETR PE 0.3 14A 29.0 0.0 24.5 0.0 0.000 TL 10.00 PV 0.0 Pipe: 26 14.0 0.874 PL 9.00 PF 2.7 14 29.6 0.0 24.2 0.0 7.5 150 FTG 3ETR PE 0.3 15A 29.0 3.0 21.8 14.0 0.108 TL 25.00 PV 0.4 Pipe: 27 3.2 0.874 PL 75.00 PF 0.7 11 29.6 0.0 27.1 0.0 1.7 150 FTG 4T9R PE 0.0 13 29.6 0.0 26.4 0.0 0.007 TL 96.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/14/2000 C:\HASS65\C121835D.SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.096 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 7.5 ft/sec at pipe 17. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPV1v -------------------------------------------------------- NPTee SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 bate: 11/14/2000 C:\HASS65\C121835D.SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/14/2000 C:\HASS65\C121835D.SDF JOB TITLE: LA COSTA HILLS ONE HEAD PLAN 3 CALC WATER SUPPLY CURVE 84+ \\\\\\ 77+ \\\\\\ * 70+ <-75.0 psi @ 500 gpm Flow Test Point 63+ P 56+ RI E xj S 49+ U R E 42+ 28+ 21+ 14+ LEGEND 'p X = Required Water Supply 52.27 psi @14.ogpm 7+ 0 = Available Water Supply 79.99 psi @14.ogpm ---+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 49O ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/14/2000 C:\HASS65\C12183SD.SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 80.0 27.3 69.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 27.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 5 0.0 SOURCE 69.0 27.3 DC 0.0 - - - - 69.0 - - - DA 0.0 - - - - 64.0 - - - C 0.0 - - - - 63.6 - - - BOR 0.6 - - - - 63.3 - - - TOR 3.6 - - - - 60.9 - - - 1 8.6 - - - - 58.2 - - - 2 8.6 - - - - 54.8 - - - 3 8.6 - - - - 54.8 - - - 4 8.6 - - - - 54.8 - - - 4A 8.0 - - - - 55.1 - - - 5A 8.0 - - - - 55.1 - - - 6 8.6 - - - - 54.8 - - - 7 8.6 - - - - 54.8 - - - 7A 8.0 - - - - 55.1 - - - 8A 8.0 - - - - 55.1 - - - 9 17.6 - - - - 42.9 - - - 10 17.6 - - - - 37.2 - - - 11 29.6 - - - - 25.7 - - - 13 29.6 - - - - 23.4 - - - 13A 29.0 K= 3.00 21.0 13.8 14 29.6 - - - - 21.3 - - - 14A 29.0 K= 3.00 20.6 13.6 15A 29.0 - - - - 21.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\C12183SD.SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 27.3 6.000 PL 20.00 PF 0.0 S 0.0 SRCE 69.0 (N/A) 0.3 150 FTG TG PE 0.0 DC 0.0 0.0 69.0 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 69.0 0.0 5.0 psi, 27.4 gpm DA 0.0 0.0 64.0 0.0 Pipe: 3 27.4 2.050 PL 60.00 PF 0.4 DA 0.0 0.0 64.0 0.0 2.7 150 FTG 3L PE 0.0 C 0.0 0.0 63.6 0.0 0.006 TL 69.00 PV 0.0 Pipe: 4 27.4 1.985 PL 10.00 PF 0.1 C 0.0 0.0 63.6 0.0 2.8 150 FTG 2L PE -0.3 BOR 0.6 0.0 63.3 0.0 0.007 TL 16.00 PV 0.1 Pipe: 5 27.4 1.380 PL 3.60 PF 1.1 BOR 0.6 0.0 63.3 0.0 5.9 120 FTG 2C PE -1.3 TOR 3.6 0.0 60.9 0.0 0.061 TL 17.60 PV 0.2 Pipe: 6 27.4 1.400 PL 7.00 PF 0.6 TOR 3.6 0.0 60.9 0.0 5.7 150 FTG ER PE -2.2 1 8.6 0.0 58.2 0.0 0.038 TL 15.00 PV 0.2 Pipe: 7 27.4 1.400 PL 54.00 PF 3.3 1 8.6 0.0 58.2 0.0 5.7 150 FTG E3T5R PE 0.0 2 8.6 0.0 54.8 0.0 0.038 TL 88.00 PV 0.2 Pipe: 8 0.0 1.109 PL 3.00 PF 0.0 2 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.0 3 8.6 0.0 54.8 0.0 0.000 TL 9.00 PV 0.0 Pipe: 9 0.0 1.109 PL 10.00 PF 0.0 3 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.0 6 8.6 0.0 54.8 0.0 0.000 TL 16.00 PV 0.0 Pipe: 10 0.0 0.874 PL 5.00 PF 0.0 3 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.0 4 8.6 0.0 54.8 0.0 0.000 TL 9.00 PV 0.0 Pipe: 11 0.0 0.874 PL 0.60 PF 0.0 4 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.3 4A 8.0 0.0 55.1 0.0 0.000 TL 4.60 PV 0.0 Pipe: 12 0.0 0.874 PL 10.60 PF 0.0 4 8.6 0.0 54.8 0.0 0.0 150 FTG ETR PE 0.3 5A 8.0 0.0 55.1 0.0 0.000 TL 18.60 PV 0.0 Pipe: 13 0.0 0.874 PL 5.00 PF 0.0 6 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.0 7 8.6 0.0 54.8 0.0 0.000 TL 9.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\Cl2l83SD .SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC PIPE DATA (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 0.0 0.874 PL 0.60 PF 0.0 7 8.6 0.0 54.8 0.0 0.0 150 FTG TR PE 0.3 7A 8.0 0.0 55.1 0.0 0.000 TL 4.60 PV 0.0 Pipe: 15 0.0 0.874 PL 10.60 PF 0.0 7 8.6 0.0 54.8 0.0 0.0 150 FTG ETR PE 0.3 8A 8.0 0.0 55.1 0.0 0.000 TL 18.60 PV 0.0 Pipe: 17 27.4 0.874 PL 17.60 PF 8.1 2 8.6 0.0 54.8 0.0 14.6 150 FTG TR PE -3.9 9 17.6 0.0 42.9 0.0 0.374 TL 21.60 PV 1.4 Pipe: 18 27.4 0.874 PL 4.00 PF 5.6 9 17.6 0.0 42.9 0.0 14.6 150 FTG E2TR PE 0.0 10 17.6 0.0 37.2 0.0 0.374 TL 15.00 PV 1.4 Pipe: 19 27.4 0.874 PL 12.00 PF 6.4 10 17.6 0.0 37.2 0.0 14.6 150 FTG ER PE -5.2 11 29.6 0.0 25.7 0.0 0.374 TL 17.00 PV 1.4 Pipe: 22 21.1 0.874 PL 6.00 PF 2.3 11 29.6 0.0 25.7 0.0 11.3 150 FTG TR PE 0.0 13 29.6 0.0 23.4 0.0 0.232 TL 10.00 PV 0.9 Pipe: 23 13.8 0.874 PL 12.60 PF 2.6 13 29.6 0.0 23.4 0.0 7.4 150 FTG 2ETR PE 0.3 13A 29.0 3.0 21.0 13.8 0.105 TL 24.60 PV 0.4 Pipe: 24 13.6 0.874 PL 12.00 PF 2.1 13 29.6 0.0 23.4 0.0 7.3 150 FTG ETR PE 0.0 14 29.6 0.0 21.3 0.0 0.103 TL 20.00 PV 0.4 Pipe: 25 13.6 0.874 PL 2.00 PF 1.0 14 29.6 0.0 21.3 0.0 7.3 150 FTG ETR PE 0.3 14A 29.0 3.0 20.6 13.6 0.103 TL 10.00 PV 0.4 Pipe: 26 0.0 0.874 PL 9.00 PF 0.0 14 29.6 0.0 21.3 0.0 0.0 150 FTG 3ETR PE 0.3 15A 29.0 0.0 21.6 0.0 0.000 TL 25.00 PV 0.0 Pipe: 27 6.2 0.874 PL 75.00 PF 2.3 11 29.6 0.0 25.7 0.0 3.3 150 FTG 4T9R PE 0.0 13 29.6 0.0 23.4 0.0 0.024 TL 96.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Da'te: 11/14/2000 C:\HASS65\Ci2183SD.SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 14.6 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPVlv -------------------------------------------------------- NPTee SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/14/2000 C:\HASS65\Cl2l83SD .SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 11/14/2000 C:\HASS65\Cl2l83SD.SDF JOB TITLE: LA COSTA HILLS TWO HEAD PLAN 3 CALC 'WATER SUPPLY CURVE 84+ o*\\\\\ I \\\\\\ 77+ \\\\\\ I * 70+ x <-75.0 psi @ 500 gpm Flow Test Point 63+ P 56+ R E S S 49+ U R E 42+ P S I 35+ 21+ 14+ LEGEND X = Required Water Supply 69.04 psi @ 27.3 gpm 7+ 0 = Available Water Supply 79.98 psi @ 27.3 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) O97 f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS TWO HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 80.0 28.3 67.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 28.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S 0.0 SOURCE 67.3 28.3 DC 0.0 - - - - 67.3 - - - DA 0.0 - - - - 62.3 - - - C 0.0 - - - - 60.9 - - - BOR 0.6 - - - - 60.6 - - - TOR 3.6 - - - - 58.1 - - - 1 10.6 - - - - 52.7 - - - 2 10.6 - - - - 49.0 - - - 3 10.6 - - - - 47.0 - - - 4 10.6 - - - - 47.0 - - - 4A 10.0 - - - - 47.3 - - - 5 10.6 - - - - 49.0 - - - 5A 10.0 - - - - 49.3 - - - 6A 10.0 - - - - 47.3 - - - 7A 10.0 - - - - 49.3 - - - 8 20.6 - - - - 39.6 - - - 9 20.6 - - - - 24.4 - - - 9A 20.0 K= 3.00 24.1 14.7 10 20.6 - - - - 24.3 - - - 10A 20.0 - - - - 24.5 - - - hA 20.0 K= 3.00 20.6 13.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS TWO HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 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) F.L./FT (PSI) Pipe: 1 28.3 6.000 PL 20.00 PF 0.0 5 0.0 SRCE 67.3 (N/A) 0.3 150 FTG TG PE 0.0 DC 0.0 0.0 67.3 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 67.3 0.0 5.0 psi, 28.3 gpm DA 0.0 0.0 62.3 0.0 Pipe: 3 28.3 2.050 PL 200.00 PF 1.3 DA 0.0 0.0 62.3 0.0 2.8 150 FTG 4L PE 0.0 C 0.0 0.0 60.9 0.0 0.006 TL 212.00 PV 0.1 Pipe: 4 28.3 1.985 PL 10.00 PF 0.1 C 0.0 0.0 60.9 0.0 2.9 150 FTG 2L PE -0.3 BOR 0.6 0.0 60.6 0.0 0.007 TL 16.00 PV 0.1 Pipe: 5 28.3 1.380 PL 3.60 PF 1.1 BOR 0.6 0.0 60.6 0.0 6.1 120 FTG 2C PE -1.3 TOR 3.6 0.0 58.1 0.0 0.065 TL 17.60 PV 0.2 Pipe: 6 28.3 1.400 PL 36.00 PF 2.4 TOR 3.6 0.0 58.1 0.0 5.9 150 FTG 3E3R PE -3.0 1 10.6 0.0 52.7 0.0 0.040 TL 60.00 PV 0.2 Pipe: 7 28.3 1.400 PL 60.00 PF 3.6 1 10.6 0.0 52.7 0.0 5.9 150 FTG 2E9R PE 0.0 2 10.6 0.0 49.0 0.0 0.040 TL 90.00 PV 0.2 Pipe: 8 28.3 1.109 PL 10.00 PF 2.0 2 10.6 0.0 49.0 0.0 9.4 150 FTG TR PE 0.0 3 10.6 0.0 47.0 0.0 0.125 TL 16.00 PV 0.6 Pipe: 9 0.0 0.874 PL 11.00 PF 0.0 3 10.6 0.0 47.0 0.0 0.0 150 FTG TR PE 0.0 4 10.6 0.0 47.0 0.0 0.000 TL 15.00 PV 0.0 Pipe: 10 0.0 0.874 PL 0.60 PF 0.0 4 10.6 0.0 47.0 0.0 0.0 150 FTG TR PE 0.3 4A 10.0 0.0 47.3 0.0 0.000 TL 4.60 PV 0.0 Pipe: 11 0.0 0.874 PL 9.60 PF 0.0 4 10.6 0.0 47.0 0.0 0.0 150 FTC ETR PE 0.3 6A 10.0 0.0 47.3 0.0 0.000 TL 17.60 PV 0.0 Pipe: 12 0.0 0.874 PL 10.00 PF 0.0 2 10.6 0.0 49.0 0.0 0.0 150 FTG TR PE 0.0 5 10.6 0.0 49.0 0.0 0.000 TL 14.00 PV 0.0 Pipe: 13 0.0 0.874 PL 0.60 PF 0.0 5 10.6 0.0 49.0 0.0 0.0 150 FTG TR PE 0.3 5A 10.0 0.0 49.3 0.0 0.000 TL 4.60 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\Cl2l8.SDF JOB TITLE: LA COSTA HILLS TWO HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 0.0 0.874 PL 9.60 PF 0.0 5 10.6 0.0 49.0 0.0 0.0 150 FTG ETR PE 0.3 7A 10.0 0.0 49.3 0.0 0.000 TL 17.60 PV 0.0 Pipe: 15 28.3 1.109 PL 14.00 PF 3.1 3 10.6 0.0 47.0 0.0 9.4 150 FTG ETR PE -4.3 8 20.6 0.0 39.6 0.0 0.125 TL 25.00 PV 0.6 Pipe: 16 18.3 0.874 PL 65.00 PF 15.2 8 20.6 0.0 39.6 0.0 9.8 150 FTG 4E5R PE 0.0 9 20.6 0.0 24.4 0.0 0.177 TL 86.00 PV 0.6 Pipe: 17 14.7 0.874 PL 0.60 PF 0.5 9 20.6 0.0 24.4 0.0 7.9 150 FTG TR PE 0.3 9A 20.0 3.0 24.1 14.7 0.119 TL 4.60 PV 0.4 Pipe: 18 3.5 0.874 PL 10.00 PF 0.1 9 20.6 0.0 24.4 0.0 1.9 150 FTG TR PE 0.0 10 20.6 0.0 24.3 0.0 0.008 TL 14.00 PV 0.0 Pipe: 19 0.0 0.874 PL 0.60 PF 0.0 10 20.6 0.0 24.3 0.0 0.0 150 FTG TR PE 0.3 10A 20.0 0.0 24.5 0.0 0.000 TL 4.60 PV 0.0 Pipe: 20 13.6 0.874 PL 23.60 PF 4.0 10 20.6 0.0 24.3 0.0 7.3 150 FTG 2E2TR PE 0.3 hA 20.0 3.0 20.6 13.6 0.103 TL 38.60 PV 0.4 Pipe: 21 10.1 0.874 PL 220.00 PF 15.3 8 20.6 0.0 39.6 0.0 5.4 150 FTG 5E7T PE 0.0 10 20.6 0.0 24.3 0.0 0.059 TL 261.00 PV 0.2 NOTES: Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.055 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 9.8 ft/sec at pipe 16. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 /Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS TWO HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv -------------------------------------------------------- NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 'Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS TWO HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 WATER SUPPLY CURVE 84+ I \\\\\\ 77+ \\\\\\ I * 70+ XI 63+ <-75.0 psi @ 500 gpm Flow Test Point P 56+ R E S S 49+ U R E 28+ 21+ 14+ LEGEND X = Required Water Supply 67.26 psi @ 28.3 gpm 7+ 0 = Available Water Supply 79.98 psi @28.39pm 1 11 0++-+----+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD GARA G E C A L C T Y P E 1 , 2 , 3 , 4 , 5 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 79.9 65.8 69.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 65.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S 0.0 SOURCE 69.4 65.8 DC 0.0 - - - - 69.4 - - - DA 0.0 - - - - 64.4 - - - C 0.0 - - - - 58.1 - - - BOR 0.6 - - - - 57.3 - - - TOP. 3.6 - - - - 50.5 - - - 1 10.6 - - - - 36.0 - - - 2 10.6 - - - - 18.8 - - - 3 10.6 - - - - 16.4 - - - 4 10.6 - - - - 9.1 - - - 4A 10.0 K= 5.60 8.7 16.5 5 10.6 - - - - 10.8 - - - 5A 10.0 K= 5.60 10.3 18.0 6A 10.0 K= 5.60 7.2 15.0 7A 10.0 K= 5.60 8.5 16.4 8 20.6 - - - - 12.0 - - - 9 20.6 - - - - 12.0 - - - 9A 20.0 - - - - 12.3 - - - 10 20.6 - - - - 12.0 - - - 10A 20.0 - - - - 12.3 - - - hA 20.0 - - - - 12.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\C1218.SDF JOE TITLE: LA COSTA HILLS FOUR HEAD GARAGE CALC TYPE 1,2,3,4,5 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SIThL NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 65.8 6.000 PL 20.00 PF 0.0 S 0.0 SRCE 69.4 (N/A) 0.7 150 FTG TG PE 0.0 DC 0.0 0.0 69.4 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 69.4 0.0 5.0 psi, 65.8 gpm DA 0.0 0.0 64.4 0.0 Pipe: 3 65.8 2.050 PL 200.00 PF 6.3 DA 0.0 0.0 64.4 0.0 6.4 150 FTG 4L PE 0.0 C 0.0 0.0 58.1 0.0 0.030 TL 212.00 PV 0.3 Pipe: 4 65.8 1.985 PL 10.00 PF 0.6 C 0.0 0.0 58.1 0.0 6.8 150 FTG 2L PE -0.3 EOR 0.6 0.0 57.3 0.0 0.035 TL 16.00 PV 0.3 Pipe: 5 65.8 1.380 PL 3.60 PF 5.5 BOR 0.6 0.0 57.3 0.0 14.1 120 FTG 2C PE -1.3 TOR 3.6 0.0 50.5 0.0 0.310 TL 17.60 PV 1.3 Pipe: 6 65.8 1.400 PL 36.00 PF 11.5 TOR 3.6 0.0 50.5 0.0 13.7 150 FTG 3E3R PE -3.0 1 10.6 0.0 36.0 0.0 0.191 TL 60.00 PV 1.3 Pipe: 7 65.8 1.400 PL 60.00 PF 17.2 1 10.6 0.0 36.0 0.0 13.7 150 FTG 2E9R PE 0.0 2 10.6 0.0 18.8 0.0 0.191 TL 90.00 PV 1.3 Pipe: 8 31.5 1.109 PL 10.00 PF 2.4 2 10.6 0.0 18.8 0.0 10.5 150 FTG TR PE 0.0 3 10.6 0.0 16.4 0.0 0.152 TL 16.00 PV 0.7 Pipe: 9 31.5 0.874 PL 11.00 PF 7.3 3 10.6 0.0 16.4 0.0 16.8 150 FTG TR PE 0.0 4 10.6 0.0 9.1 0.0 0.485 TL 15.00 PV 1.9 Pipe: 10 16.5 0.874 PL 0.60 PF 0.7 4 10.6 0.0 9.1 0.0 8.8 150 FTG TR PE 0.3 4A 10.0 5.6 8.7 16.5 0.146 TL 4.60 PV 0.5 Pipe: 11 15.0 0.874 PL 9.60 PF 2.2 4 10.6 0.0 9.1 0.0 8.0 150 FTG ETR PE 0.3 GA 10.0 5.6 7.2 15.0 0.123 TL 17.60 PV 0.4 Pipe: 12 34.3 0.874 PL 10.00 PF 8.0 2 10.6 0.0 18.8 0.0 18.4 150 FTG TR PE 0.0 5 10.6 0.0 10.8 0.0 0.569 TL 14.00 PV 2.3 Pipe: 13 18.0 0.874 PL 0.60 PF 0.8 5 10.6 0.0 10.8 0.0 9.6 150 FTG TR PE 0.3 5A 10.0 5.6 10.3 18.0 0.172 TL 4.60 PV 0.6 A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD GARAGE CALC TYPE 1,2,3,4,5 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 16.4 0.874 PL 9.60 PF 2.5 5 10.6 0.0 10.8 0.0 8.8 150 FTG ETR PE 0.3 7A 10.0 5.6 8.5 16.4 0.144 TL 17.60 PV 0.5 Pipe: 15 0.0 0.874 PL 14.00 PF 0.0 3 10.6 0.0 16.4 0.0 0.0 150 FTG ETR PE -4.3 8 20.6 0.0 12.0 0.0 0.000 TL 22.00 PV 0.0 Pipe: 16 0.0 0.874 PL 65.00 PF 0.0 8 20.6 0.0 12.0 0.0 0.0 150 FTG 4E5R PE 0.0 9 20.6 0.0 12.0 0.0 0.000 TL 86.00 PV 0.0 Pipe: 17 0.0 0.874 PL 0.60 PF 0.0 9 20.6 0.0 12.0 0.0 0.0 150 FTG TR PE 0.3 9A 20.0 0.0 12.3 0.0 0.000 TL 4.60 PV 0.0 Pipe: 18 0.0 0.874 PL 10.00 PF 0.0 9 20.6 0.0 12.0 0.0 0.0 150 FTG TR PE 0.0 10 20.6 0.0 12.0 0.0 0.000 TL 14.00 PV 0.0 Pipe: 19 0.0 0.874 PL 0.60 PF 0.0 10 20.6 0.0 12.0 0.0 0.0 150 FTG TR PE 0.3 10A 20.0 0.0 12.3 0.0 0.000 TL 4.60 PV 0.0 Pipe: 20 0.0 0.874 PL 23.60 PF 0.0 10 20.6 0.0 12.0 0.0 0.0 150 FTG 2E2TR PE 0.3 hA 20.0 0.0 12.3 0.0 0.000 TL 38.60 PV 0.0 Pipe: 21 0.0 0.874 PL 220.00 PF 0.0 8 20.6 0.0 12.0 0.0 0.0 150 FTG 5E7T PE 0.0 10 20.6 0.0 12.0 0.0 0.000 TL 261.00 PV 0.0 NOTES: Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.070 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 18.4 ft/sec at pipe 12. S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD GARAGE CALC TYPE 1,2,3,4,5 (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B C A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEll ChkViv BfyVlv GatVlv AlmChk DPV1v ----------------------------------------- - - - - - - - - - - - - - - - NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/14/2000 C:\HASS65\Cl2l8.SDF JOB TITLE: LA COSTA HILLS FOUR HEAD GAR A G E C A L C T Y P E 1 , 2 , 3 , 4 , 5 WATER SUPPLY CURVE 84+ o*\\\\\ I \\\\\\ 77+ \\\\\\ I * 70+X <-75.0 psi @ 500 gpm Flow Test Point 63+ P 56+ R E S S 49+ U R E 42+ P S I 35+ ) 28+ 21+ 14+ LEGEND X = Required Water Supply 69.41 psi @ 65.8 gpm 7+ 0 = Available Water Supply u 79.88 psi @ 65.8 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ------- - - + - - - - - - - - - - - + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS ONE HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 80.0 75.0 500.0 80.0 14.0 44.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 14.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 14.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S 0.0 SOURCE 44.2 14.0 DC 0.0 - - - - 44.2 - - - DA 0.0 - - - - 39.2 - - - C 0.0 - - - - 38.9 BOR 0.6 - - - - 38.6 - - - TOR 3.6 - - - - 37.0 - - - 1 10.6 - - - - 33.3 - - - 2 10.6 - - - - 32.3 - - - 3 10.6 - - - - 31.8 - - - 4 10.6 - - - - 31.8 - - - 4A 10.0 - - - - 32.0 - - - 5 10.6 - - - - 32.3 - - - 5A 10.0 - - - - 32.6 - - - GA 10.0 - - - - 32.0 - - - 7A 10.0 - - - - 32.6 - - - 8 20.6 - - - - 26.6 - - - 9 20.6 - - - - 22.7 - - - 9A 20.0 - - - - 22.9 - - - 10 20.6 - - - - 22.0 - - - 10A 20.0 K= 3.00 21.8 14.0 hA 20.0 - - - - 22.3 - - - • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 11/14/2000 C:\HASS65\Cl2l8.SDF JOB TITLE: LA COSTA HILLS ONE HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 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) F.L./FT (PSI) Pipe: 1 14.0 6.000 PL 20.00 PF 0.0 S 0.0 SRCE 44.2 (N/A) 0.2 150 FTG TG PE 0.0 DC 0.0 0.0 44.2 0.0 0.000 TL 67.32 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE DC 0.0 0.0 44.2 0.0 5.0 psi, 14.0 gpm DA 0.0 0.0 39.2 0.0 Pipe: 3 14.0 2.050 PL 200.00 PF 0.4 DA 0.0 0.0 39.2 0.0 1.4 150 FTG 4L PE 0.0 C 0.0 0.0 38.9 0.0 0.002 TL 212.00 PV 0.0 Pipe: 4 14.0 1.985 PL 10.00 PF 0.0 C 0.0 0.0 38.9 0.0 1.5 150 FTG 2L PE -0.3 BOR 0.6 0.0 38.6 0.0 0.002 TL 16.00 PV 0.0 Pipe: 5 14.0 1.380 PL 3.60 PF 0.3 BOR 0.6 0.0 38.6 0.0 3.0 120 FTG 2C PE -1.3 TOR 3.6 0.0 37.0 0.0 0.018 TL 17.60 PV 0.1 Pipe: 6 14.0 1.400 PL 36.00 PF 0.7 TOR 3.6 0.0 37.0 0.0 2.9 150 FTG 3E3R PE -3.0 1 10.6 0.0 33.3 0.0 0.011 TL 60.00 PV 0.1 Pipe: 7 14.0 1.400 PL 60.00 PF 1.0 1 10.6 0.0 33.3 0.0 2.9 150 FTG 2E9R PE 0.0 2 10.6 0.0 32.3 0.0 0.011 TL 90.00 PV 0.1 Pipe: 8 14.0 1.109 PL 10.00 PF 0.5 2 10.6 0.0 32.3 0.0 4.7 150 FTG TR PE 0.0 3 10.6 0.0 31.8 0.0 0.034 TL 16.00 PV 0.1 Pipe: 9 0.0 0.874 PL 11.00 PF 0.0 3 10.6 0.0 31.8 0.0 0.0 150 FTG TR PE 0.0 4 10.6 0.0 31.8 0.0 0.000 TL 15.00 PV 0.0 Pipe: 10 0.0 0.874 PL 0.60 PF 0.0 4 10.6 0.0 31.8 0.0 0.0 150 FTG TR PE 0.3 4A 10.0 0.0 32.0 0.0 0.000 TL 4.60 PV 0.0 Pipe: 11 0.0 0.874 PL 9.60 PF 0.0 4 10.6 0.0 31.8 0.0 0.0 150 FTG ETR PE 0.3 6A 10.0 0.0 32.0 0.0 0.000 TL 17.60 PV 0.0 Pipe: 12 0.0 0.874 PL 10.00 PF 0.0 2 10.6 0.0 32.3 0.0 0.0 150 FTG TR PE 0.0 5 10.6 0.0 32.3 0.0 0.000 TL 14.00 PV 0.0 Pipe: 13 0.0 0.874 PL 0.60 PF 0.0 5 10.6 0.0 32.3 0.0 0.0 150 FTG TR PE 0.3 5A 10.0 0.0 32.6 0.0 0.000 TL 4.60 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 11/14/2000 C:\HASS65\Cl2l8 .SDF JOB TITLE: LA COSTA HILLS ONE HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 PIPE DATA (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 0.0 0.874 PL 9.60 PF 0.0 5 10.6 0.0 32.3 0.0 0.0 150 FTG ETR PE 0.3 7A 10.0 0.0 32.6 0.0 0.000 TL 17.60 PV 0.0 Pipe: 15 14.0 1.109 PL 14.00 PF 0.8 3 10.6 0.0 31.8 0.0 4.7 150 FTG ETR PE -4.3 8 20.6 0.0 26.6 0.0 0.034 TL 25.00 PV 0.1 Pipe: 16 8.8 0.874 PL 65.00 PF 3.9 8 20.6 0.0 26.6 0.0 4.7 150 FTG 4E5R PE 0.0 9 20.6 0.0 22.7 0.0 0.046 TL 86.00 PV 0.1 Pipe: 17 0.0 0.874 PL 0.60 PF 0.0 9 20.6 0.0 22.7 0.0 0.0 150 FTG TR PE 0.3 9A 20.0 0.0 22.9 0.0 0.000 TL 4.60 PV 0.0 Pipe: 18 8.8 0.874 PL 10.00 PF 0.6 9 20.6 0.0 22.7 0.0 4.7 150 FTG TR PE 0.0 10 20.6 0.0 22.0 0.0 0.046 TL 14.00 PV 0.1 Pipe: 19 14.0 0.874 PL 0.60 PF 0.5 10 20.6 0.0 22.0 0.0 7.5 150 FTG TR PE 0.3 10A 20.0 3.0 21.8 14.0 0.108 TL 4.60 PV 0.4 Pipe: 20 0.0 0.874 PL 23.60 PF 0.0 10 20.6 0.0 22.0 0.0 0.0 150 FTG 2E2TR PE 0.3 hA 20.0 0.0 22.3 0.0 0.000 TL 38.60 PV 0.0 Pipe: 21 5.2 0.874 PL 220.00 PF 4.6 8 20.6 0.0 26.6 0.0 2.8 150 FTG 5E7T PE 0.0 10 20.6 0.0 22.0 0.0 0.017 TL 261.00 PV 0.1 NOTES: Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.056 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 7.5 ft/sec at pipe 19. S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 11/14/2000 C:\HASS65\Cl2l8 .SDF JOB TITLE: LA COSTA HILLS ONE HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEil ChkVlv BfyVlv GatViv AlmChk DPV1v -------------------------------------------------------- NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 11/14/2000 C:\HASS65\C1218.SDF JOB TITLE: LA COSTA HILLS ONE HEAD RESIDENTIAL CALC TYPE 1,2,3,4,5 WATER SUPPLY CURVE 84+ 0*\\\\\ I \\\\\\ 77+ \\\\\\ I * 70+ <-75.0 psi @ 500 gpm Flow Test Point 63+ P 56+ R E S 5 49+ U R E XI 42+ P S I 35+ 28+ 21+ 14+ LEGEND 'I X = Required Water Supply 44.24 psi @ 14.0 gpm 7+ 0 = Available Water Supply 79.99 psi @ 14.0 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) AG AS000l g o o PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A QUICK RESPONSE, 3mm BULB TYPE, 1/2" (15mm) ORIFICE, 1/2" NPT** * SSU DEFLECTOR 2-3/6" ESCUTCHEON FLAT i PLATE SEATING SURFACE 7 -WRENCH (55,6mm) 2 ** ODEL 2-3/16"a r"". RECESSED l/2 F700 or NPT (55,6mm)2 m ESCUTCHEON SSP DE 2-7/8" (73,0mm) DIA. 7/I6"(II,Imm)MAKE-IN ______ PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. 1 - Frame 3 - Gaskeled 4 - Bulb **Pipe thread connections per ISO 7/1 can be provided on special request. 2- Button Spring 5 - Compression Plate Screw 6 - Deflector FIGURE A 1/2 INCH ORIFICE MODEL A QUICK RESPONSE PENDENT, RECESSED PENDENT, AND UPRIGHT.SPRINKLERS The 1/2 inch (15mm) orifice Universal Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers (Ref. Figure A) are auto- matic sprinklers of the frangible bulb type. They are "quick response - stan- dard orifice spray sprinklers" intended for use in fire sprinkler systems de- signed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Recessed Pendent, and Upright Sprinklers all produce a hemispherical water distribution pattern below the de- flector. The recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with either the Model F700 or F705 Recessed Escutcheon (Ref. Fig- ures A and C). The Recessed EscUtch- eons have a separ4ble two-piece de- sign which allows Installation of the sprinklers and presure testing of the fire protection systen, prior to ceiling construction and/or application of a fin- ish coat to the ceilin. They also permit Printed in U.S.A. 12-9 - refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink- lers. The vertical adjustment provided by the Recessed Escutcheons substan- tially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Clo- sure has a 1/2 inch (12,7mm) wide flange which provides ample clear- ance for covering the mounting hole. Laboratory listings and approvals for the 1/2 inch (15mm) orifice Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers are given in Table A. WARNING The 1/2 inch orifice Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having juris- diction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 or F705 will void all sprinkler warranties, as well as possibly void the sprinkler's Approv- als and/or Listings. The 1/2 inch (15mm) orifice Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers are rated for use at a maximum service pressure of 175 pi (12,1 bar) and they are available in he temperature rat- ings and finishes Indicated in Table A. Recessed versiolis of the Model A Sprinkler are obtained by utilizing the T0515M NOTES: 1 .Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers. 21isled by Underwriters' Laboratories of Canada as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation as Quick Response Sprinklers for use in Light or Ordinary Hazard (Groups 1 and 2) Occupancies.The FM Approvals are for wet sprinkler systems only and exclude occupancies involving low flash point (less than 1OOF/38C) flammable liquids or flammable hydraulic liquids. 4.Approved by the Loss Prevention Council (United Kingdom) as Quick Response Sprinklers. 5.Approved by the Scientific Services Laboratory (Australia) as Quick Response Sprinklers. 6.Accepted by the City of New York under MEA 241-94-E. SPRINKLER FINISH;,'_ TYPE TEMPERATURE RATING BULB UQUID COLOR NATURAL BRASS CHROME I PLATED I POLYESTER COATED (All Colors) PENDENT and 135F/,57-C Orange 1, 2,3,4. 5, 6 155'F/68'C Red UPRIGHT 175F179C Yellow 200F/93C Green 286T/141C Blue RECESSED PENDENT with F700 RECESSED ESCUTCHEON 135F/57C Orange 1,2,4,5,6 155F/6gC Red 175F/79C Yellow 200F/93C Green RECESSED PENDENT with F705 RECESSED ESCUTCHEON 135'F/57*C Orange 1,2,3,4,5,6 1,2,4,5,6 135F/57*C Red 175Ff79C Yellow 200F/93C Green DISCHARGE IN U.S. GALLONS PER MINUTE (OPU) 10 15 25 25 30 35 II,lII;rI PARTIAL CURVE ONLY MAX. PRESSURE *75 P11 PARTIAl. CURVE ONLY MAX. PRESSURE *3.1 EAR - 50 75 100 125 150 DISCHARGE IN LITRES PER MINUTE FIGURE B NOMINAL DISCHARGE CURVE 45 U 40 z 35 a 30 U' 25 20 U' is U, U, U' 3.0 2.0 C 4 S 2,0 UI C U, I Model A Pendent Sprinkler in combi- nation with either the Model F700 or F705 Recessed Escutcheon. The Re- cessed Escutcheons are available with a chrome plated finish or a coated finish in any color. The nominal discharge curve plotted in Figure B represents the flow 'Q' in GPM (LPM) as determined by the fol- lowing formula: Q = Wp— where the nominal discharge coeffi- cient K" equals 5.6 (80,7); and, "p° equals the residual flowing pressure in psi (bar). Listing standards permit the actual value of 'K" to vary from 5.3 to 5.8 (76,4 to 83,6); however, for hydrau- lic calculations, a K-factor of 5.6 (80,7) is to be applied. TABLE A LABORATORY LISTINGS AND APPROVALS the bulb liquid color as a function of temperature rating. The F700 and F705 Recessed Es- cutcheons provided for use with the Model A Pendent Sprinkler (Ref. Fig- ure C) have a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight friction fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and compensate for minor non-perpendicularity between the Model A Sprinkler and the ceiling. NOTES The Frame of the Model A Sprinkler (Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated QM. The Button (bulb re- tainer) is phospher bronze per ASTM 8103 (C51000 or C52100). The Gas- keted Spring Plate consists of a Beryl- ium Nickel (N03360) disc spring that is sealed on both its inside and outside faces with a Teflon? gasket. The Com- pression Screw is bronze per ASTM B140 (C31400) and the Deflector is brass per ASTM 13152 (Cl 1000). The Model A Sprinklers utilize a 3mm diam- eter frangible bulb. Table A indicates Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble is approximately 1/16 inch (1,6mm) for the 135'FI57'C to 3/32 inch (2 ,4mm) for the 286"F1141"C rating. (At higher ambient temperatures, the bubble may be barely perceptable for the lower temperature ratings.) Installation of Model A Pendent Sprinklers iz recessed escutcheons other thqn (be F700 or F705 will void all sprinkler warranties, as well as possibly void the sprinkler's Approv- als and/or Listings. The Mode! A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior to installing pendent sprinklers and if applicable, verify that the face of thà sprinkler fitting is within the proper rangø of distance which can be accomrrodated by the type of escutcheon;being used. When insta'ling a Model A Pendent t DiPor 4 Registered Trademark ! I NG I ACE t For best overall appearance. tt Remaining 1/4 inch (6,4mm) of 1- Model A Pendent Sprinkler adjustment can be used to compensate 2- Model F700 or F705 Recessed Escutcheon for variations in sprinder make-in and a- Mounting Plate fitting take-out. b- Closure FIGURE C MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIEqE MODEL F700 OR F705 RECESSED ESCUTCHEON MODEL F700 FULLY RECESSED DIMENSIONSt Up to 1/2 inch adjustment from minimum 1/4 Inch to maximum 3/4 inch recessed position. Dim. Inches MM A- 5/8±1/8tt 15,9±3,2 B-Mm. 3/4 19,1 B-Nom. 1 25,4 B-Max. 1-1/4 31,8 C-Mm. 1/4 6,4 C-Max. 3/4 19,1 HIGH ADJUSTMENT DIMENSIONS Up to 3/4 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. Inches MM A- 1/2±1/4tt 12,7±6,4 B-Mm. 3/4 19,1 B-Nom. 1-1/8 28,6 B-Max. 1-1/2 38,1 C-Mm. FLUSH - C-Max. 3/4 19,1 MODEL F705 FULLY RECESSED DIMENSIONSf Up to 1/4 inch adjustment from minimum 1/4 inch to maximum 1/2 Inch recessed position.. Dim. Inches MM A- 1/2tt 12,7 B-Min. 1 25,4 B-Nom. 1-1/8 28,6 B-Max. 1-1/4 31,8 C-Mm. 1/4 6,4 C-Max. 1/2 12,7 HIGH ADJUSTMENT DIMENSIONS Up to 1/2 inch adjustment from the flush ceiling position to 1/2 inch recessed position. Dim. Inches MM A- 3/8±1/8tt 95±3,2 B-Mm. 1 25,4 B-Nom. 1-1/4 31,8 B-Max. 1-1/2 38,1 C-Mm. FLUSH - C-Max. 1/2 12,7 Sprinkler with the either the F700 or F705 Recessed Escutcheon, for best overall appearance, use Di- mension 'K indicated under the 'Fully Recessed Dimensions' head- ing of Figure C. Otherwise, use Di- mension 'A' under the 'High Adjust- ment Dimensions' heading. In either case, the remaining adjustment can be used to compensate for the pos- sible manufacturing variations in take-out of the fittting, as well as in the make-in of the sprinklers (asper- mitted by ANSI B1.20.1). After installing the F700 or F705 Mounting Plate (or other escutch- eon, as applicable) over the sprink- ler threads, apply pipe thread seal- ant sparingly to the sprinkler threads only. Use of a Teflont based pipe thread sealant is recommended. Hand tighten the sprinkler into the sprinkler fitting. Refer to Figure D and select the appropriate Sprinkler Wrench for tightening the sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installing polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 1/2 inch JTPT sprink- ler joint should be obtained with a torque of 7 t 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Alm) of torque is to be used to install the sprinklers. Higher lev- els of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon plate by under- or over- tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. In recessed pendent sprinkler instal- lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 or F705 Closure over the Model A Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100F/38C and they must never Pe painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have I © V WRENCH LL.,. Model F850 Nylon Coated Sprinkler Wrench SELECTION: Select the appropriate wrench based on the following requirements: Model A Sprinklers with a natural brass or chrome plated finish and where the Wrench flats shown in Figure Aare acces- sible, may be be installed using an 8 or 10 inch adjustable Crescent type wrench or the Model F850 Sprinkler Wrench. Model A Sprinklers with a polyester coated finish must only be installed with the Model F850 Sprinkler Wrench. Model A Recessed Pendent Sprinklers which are to be installed after completion of a fixed ceiling must only be installed with the Model F850 Sprinkler Wrench. been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - both before and after installatiofl. Sprinklers dam- aged by droppingi striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that ' —I pLD,JZ'l trols, permission to shut down the af- fected fire protection systen must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. A Product Symbol Number (PSN) is not specified when ordering polyester coated Model A Sprinklers with other than a white color; when ordering color coated Recessed Escutcheons with other than a white color; or, when or- dering sprinklers with thread connec- tions per ISO 7/1. It is suggested that a color chip be provided when ordering special color finishes. Otherwise, re- sponsibility for duplication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 1/2" orifice, (specify tempera- ture rating), Model A Quick Response (specify Pendent or Upright) Sprinkler with (specify type of finish), PSN (specify from Table B). "Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: 1/2" orifice, (specify tempera- ture rating), Mbdel A Quick Response (specify Pendent or Upright) Sprinkler with (specify type of finish) and with thread connection per ISO 7/1. Recessed Escutcheon: Specify 1/2" (15mm) Model (specify) Recessed Escutcheon with (specify finish), PSN (specify). 1/2 F700 Chrome .........PSN 56-701-9-010 112 F700 White ..........PSN 56-701-4-010 112" F705 Chrome .........PSN 56-705-9-010 1/2" F705 White ...........PSN 56-705-4-010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56.850-4-001. has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). NOTES Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control value for maintenance work on the fire protect ion éjiitem which it con- !Mt.. fl' TD MIJ USE: When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench flats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGURE D SPRINKLER WRENCH SELECTION AND USE PSN 57 - XXX - X - XXX TEMPERATURE RATING 135 I 135•F/57C SPRINKLER FINISH 1 1 155 1 155F/68C TYPE I I 1 I NATURAL BRASS I I 175 I 175F/79C 371 I OR PENDENT I I 4 I WHITE POLYESTER I I 200 I 200F/93C 370 I OR UPRIGHT I I 9 I CHROME PLATED I I 286 I 286F/141'C TABLE B PRODUCT SYMBOL NUMBER SELECTION FOR 1/2 INCH ORIFICE MODEL A QUICK RESPONSE PENDENT AND UPRIGHT SPRINKLERS WITH 1/2 INCH NPT CONNECTIONS 95f Residential Pendent and Recessed Pendent Sprinklers Model S210 P.N. 2320 GENERAL DESCRIPTION The Star Model S210 Residential Pendent and Recessed Pendent are decorative glass bulb sprin- klers designed for use in residential structures such as homes, apartments, dormitories, hotels and other dwelling areas. They are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D, wet pipe residential sprinkler systems for residen- tial occupancies up to and including four stories in height perNFPA 13R, and wet pipe sprinkler systems for the residential portions of any occupancy per NFPA 13. The Model S210 has a 3.0 (43,2 metric) K-factor which allows fbi very low flow rates and pressures. This feature helps reduce pipe sizes and water supply requirements. The recessed escutcheon for the Model S210 pro- vides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position. This adjustment substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. The closure has a 1/2 inch (12,7 mm) wide flange that provides ample clearance for covering the mounting hole. The escutcheon has a separable two-piece design that allows installation of the sprinklers and pressure test- ing of the fire protection system prior-to ceiling con- struction and/or application of a finish coat to the ceil- ing. They also permit refinishing of a ceiling surface without having to first shut down the fire protection system and remove the sprinklers. With P.N. 2020 Recessed Escutcheon TECHNICAL DATA Approvals UL, ULC Maximum Working Pressure 175 psi (12,1 bar) Disclarge Coefficient K=3.0 (43,2 metric) Physical Characteristics 1/2" (15 mm) NPT threads The Model 5210 utilizes a bronze Frame. The Button (bulb retainer) is phosphor bronze, and the Bushing is brass. The Gas keted Spring Plate consists of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a Teflon* gasket. The Ejection Spring is stainless steel, the Compression Screw is phosphor bronze, and the Deflector is brass. Available Finishes Sprinkler: Natural Brass, Chrome Plated, White Polyester Recessed Escutcheon: Chrome or White Temperature Rating 155°F (68°C) INSTALLATION A specially designed sprinkler wrench (P.N. 2349) must be used to install the Model S210 sprinklers to prevent damage and to insure warranty. Apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflon* based pipe thread sealant is recommended. OPERATION The Model S210 Sprinkler must only be installed in the pendent position and with the Deflector parallel to The glass bulb contains a measured amount of fluid, the mounting surface. Sprinklers should be installed As heat is applied to the sprinkler, the fluid within the according to the latest published standards of the bulb expands. When the rated temperature is National Fire Protection Association. reached, the glass bulb shatters and activates the sprinkler. DuPont registered trademark STAR SPRINKLER INC. A tqCQINTERNA TIONAL LTD. COMPANY 14.2.30 414'570-5000 • 800-558.5236 • FAX 414-570-5010 Email starsprlceexecpc.com 4197 Page 2 STAR SPRINKLER INC. 1-3.2.30 Components: 1 - Frame Button Gaskeled Spring Plate Bulb Compression Screw Deflector' 7 - Bushing 8 - Ejection Spring * Temperature rating is indicalod on Deflector. ESCUTCHEON 1/2" I SEATING WREN FLAT 2-3/16" SURFACE 1-1/2" (55,6 mm) (38,1 mm) ESCUTCHEON RECESSED _y 1.4 2-718" (73,0 mm) DIA. 30 PENDENT RECESSED PENDENT CROSS SECTION FULLY RECESSED DIMENSION St Up to 1/2 inch adjustment from minimum 1/4 inch to maximum 3/4 inch recessed position. Dim. Inches MM A- 5/E±1/8 t 15,93.2 B-Mm, 3/4 191 8-Norn. 1 25,4 3-Max, 1-1/4 31,8 C-Mm,,. 1/4 6.4 C-Max. 3/4 19,1 HIGH ADJUSTMENT DIMENSIONS Up to 3/4 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. Inches MM A- 1/21/4tt 12,76,4 3-Mm. 3/4 19,1 3-Nom. 1-1/8 28.6 B-Max. 1.1/2 38,1 C-Mm. FLUSH - C-Max. 3/4 19.1 TING 7 ttRemaining 1/4 inch (6,4mm) of adjust- ment can be used to compensate for variations in sprinkler make-in and fitting take-out. 1. Model S210 Residential Sprinkler (2320) 2- Recessed Escutcheon (2020) Mounting Plate Closure RECESSED PENDENT SPRINKLER ASSEMBLY 123.2.30 STAR SPRINKLER INC. Page 3 MAINTENANCE AND SERVICE Model S210 Sprinklers must never be shipped or store theOr temperature will exceed 100°F (38°C) and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers both before and after installation. Sprinklers damaged by dropping, striking, wrench twist or slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. CAUTIONS Star Model S210 Residential Sprinklers must only be used with escutcheons consisting of metallic materi- als that will not deform or dislodge at a temperature of less than 1200°F (649°C) and/or which have been listed by Underwriters Laboratories Inc. for fire pro- tection service. Absence of an escutcheon may delay the time to sprinkler operation in a fire situation. The escutcheon cannot be used to hold the Model S210 in position. The sprinkler must be secured in position by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler op- eration could alter its orientation and its water distribution pattern. Never attach or hang anything from the sprinklers Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F (40C). Exposure to freezing temperatures can result in bursting of the pipe and/or sprinklers. The Model S210 sprinklers must only be replaced with pendent sprinklers that are listed for residential fire protection service and that have the same nomi- nal K-factor, the same coverage area, and the same or lower flow ratings. All residential sprinklers installed within a compartment (as defined by NFPA) must have the same heat response thermal characteristic, and their temperature ratings are to be within 10°F of each other. MINIMUM FLOW 155'F AND RESIDUAL PRESSURE MAXIMUM COVERAGE ONE MULTIPLE AREA (I) SPRINKLER SPRINKLERS Fr. x rr. FLOWING FLOWING 12x12 9GPM 8GPM (9.0 PSI) (7.1 PSI) 14x14 103PM 8GPM (11.1 PSI) (7.1 PSI) 16x16 103PM 1 8GPM (11.1 PSI) j (7.1 PSI) 18x18 133PM 10.5 GPM (18.8 PSI) (12.3 PSI) 20 x 20 14 GPM p13.5 GPM - (21.8 PSI) (20.3 PSI) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM from each sprinkler. The associated residual pressures are calculated using the nominal K.factor. Refer to Hydraulic Design Criteria Section for details. HYDRAULIC DESIGN CRITERIA ORDERING INFORMATION Please specify: Model S210 Residential Pendent Sprinkler (2320) Finish: Natural Brass; Chrome Plated; White Polyester Escutcheon and Finish (2020): Chrome; White Wrench (2349) Quantities AVAILABILITY AND SERVICE Star Sprinkler Inc. products and devices are available worldwide through a network of independent distributors. Please contact Star Sprinkler Inc. for information and the name and address of the Star distributor in your area. Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. - 0' 2' 'l' 6' 8' 12' X 12' Coverage Area 9 GPM 8 GPM 0' 2' 'l' 6' 8' 0' 2' 4' 6' 8' 0' 2' 4, 6' 8' A 16' X 16' Coverage Area 10 GPM 8 GPM ......... ( 0' 2' 't' 6' 8' 0' 2' 1 6' 8' Page 4 STAR SPRINKLER INC. 1-3.2.30 14 GPM 13.5 GPM NOMINAL WETTING PATTERNS AT MINIMUM REQUIRED FLOW CONDITIONS FOR SELECTED COVERAGE AREAS 7071 S. 13th. Street • Suite 103 Oak Creek, WI 53154 414-570-5000 • 800-558-5236 PRINTED IN U.S.A. 4197 PNP Oct 15'98 7:29 No.001 P.01 C1 e 0 01 PACIFIC FIRE SAFETY TEL :619-590-0906 FS 1900 SERIES SEALANT INTUMESCENT, ELASTOMERIC FIRESTOP &1t.I1I....• MA" F meSafe* FS 1900 is a h1gh.pe formane. toineric und intumescent sealant, it is a high- solids. water-based compound engineered to pro- vide exceptional adhesive and ela.ctomerlc properties for the demanding firestop requirements of pipe. cable. sprinkler penetrations and construction joints in environ- meats subjected to frequent expansion and contraction. PS 1900 Is highly intumescent. it expands up to 7 times (700%) its original volume to fill the void creat. ed by the melting and burning of pvc. CPVC, cc-PVC. Insulated pipe. and plastic-coated cables PS 190) does not contain solvents. As a result, it is not toxic and cannot damage plastic pipes or cable jackets. Color Red* Odor Faint Latex Vehicle Water-based Weight 10.0 lbs/gal (1.2kg/L) pH 10.11 Volume Expansion 7" - installation Temp. (400 to 90D F)/(4°to 32° C) Storage Temp. (40° to 90° F)/(40to 32° C) ASTM C719 Passed Flame Spread 0 (ASTM E84) Smoke Developed 5 (ASTM £84) q.p,,t Lu !V 15197, FSIWWI wh,, UL Approved 'Factory Mutual certified Warnock Hersey listed Up to 3 hour fire-rating UL 1 and 2 hour fire-rated systems for CPVC 'Tested to UL 1479 (ASTM E814)9 UL 20799 ASTM C719 Used In bus and HVAC ducts, through-penetrations with mixed penetrants, metallic or non-metallic pipes, end construction Joints Wood joist and chase wall floor-ceil- ing assemblies Excellent adhesion 'Water-based, high-solids No solvents 'No silicones, no outgasslng Caulkable or trowelable 'Two-stage Intumescent system Highly intumescent, - 700% Elastometic Sandable/palntable Easily repaired or repenetrated 111m1$&s' P8000. FOR 14*. PI*5.MTING, APPLY A MIN. I IN. THICK PI.UBH WITH 114 F%.OQR. APPLY A SI IN, CROWN AT THE POINT OP CONTACT. MIN, 4-1/2 IN. CONCRETE FLOOR. MIN. IN. THICK (MOM ROD) P'OI.YLJRITMANI MO1I*40, NOMINAL SIN, DIAMI1IR OR SMALLER COP-PER PIPI MAX. 54 IN AM. OR $MAU.1* STIlL OR CAST IRON DIPS. MAX dIN DIAM. OR SMALLER IMT CONDUIT OR S IN. OIAMI OR IMAU,S* STIEI. 00N0U11 MMio Pip Ps*Mon (a. kvw C411233-3 Hour PIwn8.Ii' PS 1100 Al Iwo? pwI* Øy a 5/4 4SØ' W0 t SI' WVWrL Morn. r .' p&rMMI r N ~ 131612L M. 5/4 IuT?*r or plywood r.Mgcc i 44?4' ipen4n. - Max. 4' diameter or w*IIur PVC (.olld or o,ador oar,) md CPVV sam opm — or baud PACIFIC FIRE SAFETY TEL:619-590-0906 Oct 15'98 7:30 No.001 P.02 - r.''+ Wood Joist snd Chase Will Rooi'Cellh ULSystemF- IHow YUhitrnrm. RITSF FlameSafe PS 1900 is classified by Underwrit- ers Laboratories Inc.. and Underwriters Labora- tories of Canada for 1, 2 and 3 hour rated sys- tems, In accordance with ASTM E814 (UL 14791CAN4-S115M), Fire Tests of Through- Penetration Firestops. PS 190015 Factory Mutual approved and listed by Warnock Hersey. it has been tested to and passed ASTM C719, Adhe- sion/Cohesion of Elascomeric Joint Sealant for Cyclic Movement (UL 2079, Standard for Fire Thsts of Joint Systems). Systems are available for pipe and cable pene- trations through typical wall and floor construc- tions; expansion/construction joints; joints between fluted roof and floor decks and con- crete and masonry wall panels, and wood joist floor-ceiling assemblies PlameSafe' PS 1900 is used to seal openings In fire-rated structures where burning plastic pipe, insulated pipe, or coated cables may compro- mise the rated system. It also can be used in bus and HVAC ducts and through-penetrations with metallic pipes and mixed penetrants. It Is used in conjunction with mineral wool boards In sat- ing applications to prevent smoke, fire and toxic gases from spreading through perimeter joints and floor slabs, openings between fluted roof and floor decks, tops of fire-rated wails, wood joist and chase wall floor-ceiling assemblies and other construction/seismic joints. See Figures 1-4 for examples of typical details. PS 1900 Is particularly suited for use in appli- cations where system vibration and building movement are concerns. All contact surfaces must be free of loose dirt, scale, oil or other foreign materials. installation procedures and material used may vary accord- ing to the size of opening being protected and the type of penetrant. Material may be Installed using a standard or powered caulk gun, or trow- eled into place using a mason's trowel or putty knife. FS 1900 is a water-based sealant that dries through evaporation. Time required for drying will vary according to environmental conditions. When dry. PS 1900 remains elastomerjc, indefinitely. GYPSUM WALLBOARD 51 TWO LAYIRS MAX. r 04A PVC. ORVO OR NON.MII'ALUC coNbur? Plsmel.Iu'FSISX 11/4' DEEP OPVC I PVC System (a. tow Ifl 11138-1 & 2 Hour PACIFIC FIRE SAFETY TEL:619-590-0906 Oct 15'98 7:31 No. P.03 Applications using PS 1900 are maintenance free, however, Installations should be inspected periodically for accidental damage, and repaired using PS 1900 as per the original approved design. IPC paov14 Thil-Pree Thchnlcsl Support for all to products Including plame'Wep PS 1900, Please call 14003344796 for assistance In product selection and for detailed specifications ..W approvals. We provide engineering analysis c unique firestopping applications, including system design drawings suitable for submittals. Material Safety Data Sheets are also available. You can ao reach us at our Web site: httpt//wwwJlameaate.com. All statements, technical Information, and rec- ommendations contained herein are based on tests we believe to be reliable. However, since the conditions of use and applications are beyond our control, IPC shall not be liable for any damage, direct or consequential, resulting from the use of this material or design. TPC's only warranty shall be to replace any of its products found to be defective. PS IWO can be used in joints between MMW docks (above) and dtyfl or ,nason,y wall:, or, power caulked Into construction ON appllcatIins (below), ;VW PS 1900 available through euthosized IPC distributors In the .$011owlngquantfti.a: iluelpuea Cat. Na. Volume Ite. Peak (it& Tuh 151900 19.0 Cu. M. 77 lt3az.(S0Smfl (312cu.an.) CA Tuk* 151929 57cu,ln. 6 31 is. (54 (934 ci cm.) TI Pd 151901 231.0w. in. -13JL) (3,781 cu. cm.) 151905 355 to. In. T4ILOU (1I,942ciCnL1 PW use w$th powered ciulk un rmly. 0.11 IPC for iont i*mmendson. MNE5AL. WOOL INSULATION flim89f FS isoo katantWDIP E OY$UMWALLBOARD, 1OIRMR. RATIED 1 TWO Wr THICK LAYV4$ RootIW.11 (Ruled Still Deck) Assembly iami 4WOM P8%' ?095 -2 Hour MI! 8tm P$V 1097 - I Flour Fs 1XQ iVIUfl7S w by .$t*nht,d thing ftnrdde. VOL. 41110 it L) 4 10 z L)J On I Lintho1 well (In ) $ u.from top otw.iltobottom of motif pan NUN (In) 7 Dthof fl * (in) mm..eo?FBI900(in) al Vo CublcinchsF$1900rqu1md PACIFIC FIRE SAFETY TEL :619-590-0906 Uct 15 '9 iw .UUI -. P.@4/@4 Large Openings/ Combustible small Openlngaf 0 Noncombustible Large Openlngsl Nonconibustfble Joint Protection ml Small Opening. Combustible (D L -3 ii iiT 147.1-:317 -- flRNlIILIVflI! FF1OM -- *IJW1U1uL1tll - —_ -- UAI1J *LIE..111R11 111 - -- LJIVAJ — RLIIJTJ 1111 1W — 1]R — ID RJE!ILU -- LI1U - RU LM1IcTJ *JJ — Rfl LBEL1LIII — ILj1I t1!]Ei1 IIIIiIJ :1L&IU -- — II1mErJrn1Xl jlLJsi J 1jgflj IEIUIHL1J __ 1111010 For Throuqh•Wd Pe Pretratlons FS 1O ,*qulrod In cubic inches per haff'inch of Instilled depth. I .tI$I lb -' IPC offers d1pribudon throughout the world. Pleais call for more information. - Thu Free 800.334$796 fl Cuailnpcocpmltion Thlehone 732-5313667 DISTRIBUTED BY 725 Ca,c4Avow ibil Pm, Fax P.$431-5192 Oakhumt. NJ 07755 FaclmIk 732-531-3192 - i-mill ln!ameasft.etn th*j,, t'IP1P,YP 01996 lntematioi& Proi.cth. Costlnp C,,porstin IPC TOTAL P.04 4,15"1 1I MODEL 850 VERTICAL INSTALLATION U 0 U- 4 Refer to Local Codes 11c2O2 5) DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTION Characteristics U.S. Patent No. 4,989,635 Physical Properties Size of Mainline 2 1/2", 3,4", 6", 8" Max. Working Pressure 175 PSI (1200 KPa) Hydrostatic Test Press. 350 PSI (2400 KPa) Temperature Range 32° F to 1400 F T. (0° C to 60° C) End Connections Flanged ANSI B16.1 Class 125 Materials Main Valve Body Ductile iron Grade 65-45-12 Coating Fusion epoxy coated internal and external AWWA C550-90 Shut Off Valves NRS resilient wedge gate valves AWWA C509 Trim Bronze Elastomer Discs EPDM Spring Stainless steel MODEL 850 DOUBLE CHECK ASSEMBLY Application Non-Health Hazard Options o UL/FM OS&Y RW Gate Valves O Wye - Strainer Model 850 Flow Curves 6' Minimum Refer to Local Codes 2 1/2" and 3" 15 Cl) a. ;io 0 —J x .1' Ii 'ZEs ...uu...u. .... ..........uu an ...uu.mu .m • •u •ui u...0 . •uuui uium..• am uu •......... ..u. ••••u U.... ....uuumuumamma OMEN among RONNE nommo •umu.....u• UU R UUUU u•UU• .... ....a ..... .u.m .....a.. ..m....... .......... mu...... ......u.....u..... •••••u..u• ..•i,iu.... ..... ...u. •r1T1UU•IUWU•u• •u..u•u•uuur au ua••u •.u.0 =NONNI iuu uuuum•.uuu ......u.. 1A•I IPIu• •u•uu Uu•uu i4i I.... ..m iuu U.... •i•• ....P dUUU UuU Mm=numw- OZONE= ... ..... •.'u u.u....... 'p 1uu••..i .•I •••UU .UUIIU•..U•uuUu•• ______..•.••u•uuuuauuu•• •...0 u......u.. u.......... 0 400 800 1200 1600 2000 GPM 8" .___•...• .......... La"N's. _____..•uaauuu ... .i........ U.... UUuuu U.... •uU•u•UU•UU•U•IU•uU• ur.uUu........ _____ - ..i.....U.... Uuu U......m..... _____U.... uu•uu U.... •uuuu ..... ..u. ........u..• .......... u•. ..... UUu••uUuUuU.UUw ('1.11 II.II I,I,I, 1.1.1. 1IISIei;i'A] Model 850 Agency Compliance 4", 6", & 8" (Horizontal and Vertical Up) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. 2 1/2" - 8" ASSE ( Std. 1015) • ANSI/AWWA (C510-89 CAN/CSA (1364.5) • FM Approved* UL Listed* * Less gates not FM approved. Less gates not UL listed unless installed with UL listed gate valves. Dimensions and Weights NET NET A R C D WT. (NRS'I WT. (OS &Y) 21/2 403/4 125 1/2 12 5/8 110 1/4 199 203 41 7/8 255/8 12 7/8 101/4 211 213 461/4128 143/8 101/4 288 312 6" 56 343/4 187/8 13 450 494 8" 65 413/4 231/2 155/81 711 773 *With NRS Gate Valves Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. Materials of Construction ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS 1 body A536 OR 65-45-12 13 Pivot Bearing B585 Alloy C83600 2 Cover A536 OR 65-45-12 14 Flange Gasket Rubber/Fabric 2.1 0-Ring EPDM ASTM D2000 15 Bearing Socket Acetal Resin 2.2 Cap Screw Plated Steel 16 Hex Jam Nut 18-BSS 2.3 Hex Nut Plated Steel 17 Washer 302 SS 2.4 Expansion Pin 420 SS 18 Flange Nut Plated Sleet 3 Seat Ring 8584 Alloy 083600 18.1 Flange Nut Plated Steel 3.1 Gasket EPDM ASTM 02000 19 Cover 8584 Alloy C83600 4 Arm 8584 Alloy C63600 24 Bolt Plated Steel 4.1 Bushing-Swing Pin Acetal Resin 25 Bolt Plated Steel 4.2 Swing Pin 304 SS 26 Gasket EPDM ASTM 02000 5 Retaining Clip 302 SS 35 0-Ring EPDM ASTM D2000 5.1 Retaining Clip 302 SS 35.1 Back-Up Ring Acetal Resin 6 Check Disk Assy EPDM Coated OR, 45 36 Cover B584 Alloy C83600 Ductile Iron with type 40 Ball Valve B584 Alloy 084400 304 SS stem 41 Nipple Brass 7 Load Pin 304 SS 42 Gate Valve (05&Y) AWWA c509 8 Lwr Spring Retnr B584 Alloy C83600 43 Bulkhead Fitting B584 Alloy c83600 9 Spring Stem 304 SS 43.1 Bulkhead Fitting 8584 Alloy C83600 9.1 Elastic Stop Jam Nut 18-8 SS 45 Gasket EPDM ASTM 02000 10 Spring A313 Type 631 SS 45.1 Gasket EPOM ASTM 02000 10.2 Spring Shim A313 Type 631 SS 46 Washer 836 Alloy 260 10.3 Spring Shim Acetal Resin (8 ONLY) 46,1 Washer 836 Alloy 260 11 Spring Guide B130 Alloy 022000 47 Nut 8584 Alloy 083600 12 Upr Spring Retnr 8584 Alloy C83600 47.1 Nut 8584 Alloy C83600 12.1 Bushing-Spr. Stem Acetal Resin I I fFT~jffa a - BACKFLOW PREVENTION CMB Industries, Inc. P.O. Box 8070. Fresno, CA 93747 • Fax: (209) 453-9030 SS 850 12/96 850.PM6 -=- Care Fluid -19 Control Grout