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2765 LOKER AVE WEST; ; AS000106; Permit
5/2/25, 3:28 PM AS000106 Permit Data City of Carlsbad Sprinkler Permit 2765 LOKER AV Job Address: WEST Permit Type: SPRINK Parcel No: 2090811800 Lot #: 0 Reference No.: PC #: Permit No: AS000I06 Status: ISSUED Applied 7/20/2000 Approved: 8/8/2000 Issued: 8/8/2000 Inspector: Project Title: ASHWORTH, INC. Applicant: Owner: COBC PARCEL I8LLC CIO KEN SATTERLEE 4510 EXECUTIVE DR #5 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 664 ' 0 664 0 about:blank 1/1 WEST COAST FIRE PROTECTION 512 W. California Ave., #105 Vista, CA 92083 C-16 763542 HYDRAULIC CALCULATIONS FOR EXISTING SYSTEM PROOF CALC ASHWORTH - BLDG. #1 2791 LOKER AVE. WEST FILE NUMBER: ASH80TB DATE: 9-23-99 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 96 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 405.2 gpm TOTAL WATER REQUIRED (including hose): 655.2 gpm FLOW & PRESSURE (at base of riser): 405.2 GPM @ 29 PSI SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE PREVENTION BUREAU CONTRACTOR CERTIFICATION NUMBER: C-16 763542 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/19/2000 ASH4.SDF JOB TITLE: ASHWORTH - Existing System Caic Area #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 67 130.0 120.0 1640.0 128.2 655.2 39.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 655.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 405.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29.0 K= 8.10 7.5 22.2 2 30.0 K= 8.10 7.1 21.6 3 30.0 K= 8.10 7.2 21.8 4 30.0 K= 8.10 7.5 22.1 5 30.0 K= 8.10 7.9 22.7 6 29.0 K= 8.10 8.9 24.2 7 29.0 - - - - 12.8 - - - 8 30.0 - - - - 14.4 - - - 9 30.0 K= 8.10 7.1 21.6 10 30.0 K= 8.10 7.1 21.6 11 30.0 K= 8.10 7.2 21.8 12 29.0 K= 8.10 7.9 22.8 13 29.0 K= 8.10 8.3 23.3 14 30.0 K= 8.10 8.5 23.6 15 30.0 - - - - 12.4 - - - 16 30.0 - - - - 14.4 - - - 17 30.0 K= 8.10 7.0 21.4 18 29.0 K= 8.10 7.5 22.1 19 29.0 K= 8.10 7.6 22.3 20 29.0 K= 8.10 7.8 22.6 21 29.0 K= 8.10 8.2 23.2 22 29.0 K= 8.10 8.9 24.1 23 29.0 - - - - 12.8 - - - 24 29.0 - - - - 14.8 - - - 25 29.0 - - - - 16.3 62 0.5 - - - - 29.0 - - - 63 0.0 - - - - 29.4 - - - 64 3.0 - - - - 28.1 - - - 65 3.0 - - - - 38.1 - - - 66 0.0 - - - - 39.5 - - - 67 0.0 SOURCE 39.6 405.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/19/2000 ASH4.SDF JOB TITLE: ASHWORTH - Existing System Caic Area #1 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 -22.2 2.227 PL 8.00 PF 0.0 1 29.0 8.1 7.5 22.2 1.8 120 FTG ---- PE -0.4 2 30.0 8.1 7.1 21.6 0.004 TL 8.00 PV 0.0 Pipe: 2 -43.8 2.227 PL 8.00 PF 0.1 2 30.0 8.1 7.1 21.6 3.6 120 FTG ---- PE 0.0 3 30.0 8.1 7.2 21.8 0.014 TL 8.00 PV 0.1 Pipe: 3 -65.6 2.227 PL 8.00 PF 0.2 3 30.0 8.1 7.2 21.8 5.4 120 FTG ---- PE 0.0 4 30.0 8.1 7.5 22.1 0.030 TL 8.00 PV 0.2 Pipe: 4 -87.7 2.227 PL 8.00 PF 0.4 4 30.0 8.1 7.5 22.1 7.2 120 FTG ---- PE 0.0 5 30.0 8.1 7.9 22.7 0.051 TL 8.00 PV 0.4 Pipe: 5 -110.4 2.227 PL 8.00 PF 0.6 5 30.0 8.1 7.9 22.7 9.1 120 FTG ---- PE 0.4 6 29.0 8.1 8.9 24.2 0.079 TL 8.00 PV 0.6 Pipe: 6 -134.7 2.227 PL 20.00 PF 3.9 6 29.0 8.1 8.9 24.2 11.1 120 FTG T PE 0.0 7 29.0 0.0 12.8 0.0 0.113 TL 34.38 PV 0.8 Pipe: 7 -134.7 2.227 PL 3.00 PF 2.0 7 29.0 0.0 12.8 0.0 11.1 120 FTG T PE -0.4 8 30.0 0.0 14.4 0.0 0.113 TL 17.38 PV 0.8 Pipe: 8 -21.6 2.227 PL 8.00 PF 0.0 9 30.0 8.1 7.1 21.6 1.8 120 FTG ---- PE 0.0 10 30.0 8.1 7.1 21.6 0.004 TL 8.00 PV 0.0 Pipe: 9 -43.2 2.227 PL 8.00 PF 0.1 10 30.0 8.1 7.1 21.6 3.6 120 FTG ---- PE 0.0 11 30.0 8.1 7.2 21.8 0.014 TL 8.00 PV 0.1 Pipe: 10 -65.0 2.227 PL 8.00 PF 0.2 11 30.0 8.1 7.2 21.8 5.4 120 FTG ---- PE 0.4 12 29.0 8.1 7.9 22.8 0.029 TL 8.00 PV 0.2 Pipe: 11 -87.7 2.227 PL 8.00 PF 0.4 12 29.0 8.1 7.9 22.8 7.2 120 FTG ---- PE 0.0 13 29.0 8.1 8.3 23.3 0.051 TL 8.00 PV 0.4 Pipe: 12 -111.1 2.227 PL 8.00 PF 0.6 13 29.0 8.1 8.3 23.3 9.1 120 FTG ---- PE -0.4 14 30.0 8.1 8.5 23.6 0.079 TL 8.00 PV 0.6 Pipe: 13 -134.7 2.227 PL 20.00 PF 3.9 14 30.0 8.1 8.5 23.6 11.1 120 FTG T PE 0.0 15 30.0 0.0 12.4 0.0 0.113 TL 34.38 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/19/2000 ASH4.SDF JOB TITLE: ASHWORTH - Existing System Calc Area #1 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 -134.7 2.227 PL 3.00 PF 2.0 15 30.0 0.0 12.4 0.0 11.1 120 FTG T PE 0.0 16 30.0 0.0 14.4 0.0 0.113 TL 17.38 PV 0.8 Pipe: 15 -21.4 2.227 PL 8.00 PF 0.0 17 30.0 8.1 7.0 21.4 1.8 120 FTG ---- PE 0.4 18 29.0 8.1 7.5 22.1 0.004 TL 8.00 PV 0.0 Pipe: 16 -43.6 2.227 PL 8.00 PF 0.1 18 29.0 8.1 7.5 22.1 3.6 120 FTG ---- PE 0.0 19 29.0 8.1 7.6 22.3 0.014 TL 8.00 PV 0.1 Pipe: 17 -65.9 2.227 PL 8.00 PF 0.2 19 29.0 8.1 7.6 22.3 5.4 120 FTG ---- PE 0.0 20 29.0 8.1 7.8 22.6 0.030 TL 8.00 PV 0.2 Pipe: 18 -88.5 2.227 PL 8.00 PF 0.4 20 29.0 8.1 7.8 22.6 7.3 120 FTG ---- PE 0.0 21 29.0 8.1 8.2 23.2 0.052 TL 8.00 PV 0.4 Pipe: 19 -111.7 2.227 PL 8.00 PF 0.6 21 29.0 8.1 8.2 23.2 9.2 120 FTG ---- PE 0.0 22 29.0 8.1 8.9 24.1 0.080 TL 8.00 PV 0.6 Pipe: 20 -135.9 2.227 PL 20.00 PF 4.0 22 29.0 8.1 8.9 24.1 11.2 120 FTG T PE 0.0 23 29.0 0.0 12.8 0.0 0.115 TL 34.38 PV 0.8 Pipe: 21 -135.9 2.227 PL 3.00 PF 2.0 23 29.0 0.0 12.8 0.0 11.2 120 FTG T PE 0.0 24 29.0 0.0 14.8 0.0 0.115 TL 17.38 PV 0.8 Pipe: 22 -134.7 6.357 PL 12.00 PF 0.0 8 30.0 0.0 14.4 0.0 1.4 120 FTG ---- PE 0.0 16 30.0 0.0 14.4 0.0 0.001 TL 12.00 PV 0.0 Pipe: 23 -269.3 6.357 PL 12.00 PF 0.0 16 30.0 0.0 14.4 0.0 2.7 120 FTG ---- PE 0.4 24 29.0 0.0 14.8 0.0 0.002 TL 12.00 PV 0.0 Pipe: 24 -405.2 6.357 PL 239.00 PF 1.4 24 29.0 0.0 14.8 0.0 4.1 120 FTG 3L PE 0.0 25 29.0 0.0 16.3 0.0 0.005 TL 272.95 PV 0.1 Pipe: 73 -405.2 6.357 PL 29.00 PF 0.4 25 29.0 0.0 16.3 0.0 4.1 120 FTG T PE 12.3 62 0.5 0.0 29.0 0.0 0.005 TL 66.72 PV 0.1 Pipe: 74 -405.2 7.980 PL 130.00 PF 0.2 62 0.5 0.0 29.0 0.0 2.6 150 FTG 3L PE 0.2 63 0.0 0.0 29.4 0.0 0.001 TL 187.00 PV 0.0 PIPE TAG END ELEV. NODES (FT) Pipe: 75 63 0.0 64 3.0 Pipe: 76 65 3.0 64 3.0 Q(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) (PSI) (GPM) F.L./FT (PSI) -405.2 8.270 PL 6.00 PF 0.0 0.0 29.4 0.0 2.4 150 FTG L PE -1.3 0.0 28.1 0.0 0.001 TL 28.12 PV 0.0 FIXED PRESSURE LOSS DEVICE 0.0 38.1 0.0 10.0 psi, 405.2 gpm 0.0 28.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/19/2000 ASH4 . SDF JOB TITLE: ASHWORTH - Existing System Caic Area #1 PIPE DATA (cant.) Pipe: 77 -405.2 8.270 PL 6.00 PF 0.0 65 3.0 0.0 38.1 0.0 2.4 150 FTG L PE 1.3 66 0.0 0.0 39.5 0.0 0.001 TL 28.12 PV 0.0 Pipe: 78 -405.2 8.270 PL 25.00 .PF 0.1 66 0.0 0.0 39.5 0.0 2.4 150 FTG T2L PE 0.0 67 0.0 SRCE 39.6 (N/A) 0.001 TL 128.78 PV 0.0 NOTES: Calculations were performed by the HASS 6.4.0 computer program under license no. 126F611 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 0.134 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 20. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv -------------------------------------------------------- NPTee SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/19/2000 ASH4.SDF JOB TITLE: ASHWORTH - Existing System Caic Area #1 2.227 7.19 14.38 4.31 15.82 8.63 1.44 14.38 14.38 14.38 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 23.89 37.72 8.270 20.27 39.41 14.64 50.67 13.51 4.50 39.41 30.40 39.41 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/19/2000 ASH4 . SDF JOB TITLE: ASHWORTH - Existing System Caic Area #1 WATER SUPPLY CURVE 132+ \\\o\\\\\\ 120.0 psi @ 1640 m-> 121+ I Flow Test Point 110+ 99+ P 88+ R E S S 77+ U R E 66+ P S I 55+ ) 44+ 33+ 22+ LEGEND I, X = Required Water Supply 39.58 psi @ 655.2 gpm 11+ 0 = Available Water Supply 128.17 psi @ 655.2 gpm 0++-+- --+- ---+ -----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) WEST COAST FIRE PROTECTION 512 W California Ave.,#105 Vista, CA 92083-3567 C-16 763542 HYDRAULIC CALCULATIONS FOR ESFR UPGRADE CALCULATION ASHWORTH - BLDG. #1 RACKS 2765 LOKER AVE. WEST FILE NUMBER: ASH2 DATE: 7-18-00 -DESIGN DATA- OCCUPANCY CLASSIFICATION: CLASS V STORAGE UP TO 261 6 DENSITY: N/A AREA OF APPLICATION: 12 sprinklers COVERAGE PER SPRINKLER: 96 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1666.4 gpm TOTAL WATER REQUIRED (including hose): 1916.4 gpm FLOW & PRESSURE (at base of riser): 1666.4 GPM @ 88.4 PSI SPRINKLER ORIFICE SIZE: 1" inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DES IGN/ LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE PREVENTION BUREAU CONTRACTOR CERTIFICATION NUMBER: C-16 763542 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 67 130.0 120.0 1640.0 116.7 1916.4 104.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1916.4 GPM 250.0 GPM 0.0 GPM 1666.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 29.0 - - - - 2 30.0 K=25.20 3 30.0 K=25.20 4 30.0 K=25.20 5 30.0 K=25.20 6 29.0 - - - - 7 29.0 - - - - 8 30.0 K=25.20 9 30.0 K=25.20 10 30.0 K=25.20 11 30.0 K=25.20 12 29.0 - - - - 13 29.0 - - - - 14 30.0 K=25.20 15 30.0 K=25.20 16 30.0 K=25.20 17 30.0 K=25.20 18 29.0 - - - - 19 29.0 - - - - 20 29.0 - - - - 21 29.0 - - - - 22 29.0 - - - - 23 29.0 - - - 24 29.0 - - - - 25 29.0 - - - - 26 29.0 - - - - 27 29.0 - - - - 28 29.0 - - - - 29 29.0 - - - - 30 29.0 - - - - 31 29.0 - - - - 32 29.0 - - - - 33 29.0 - - - - 34 29.0 - - - - PRESSURE DISCHARGE (PSI) (GPM) 41.5 30.4 138.9 30.0 138.0 30.0 138.0 30.3 138.7 48.0 41.8 30.5 139.2 30.1 138.3 30.1 138.3 30.4 139.0 48.0 42.5 30.9 140.1 30.5 139.1 30.5 139.1 30.8 139.8 48.]. 44.2 48.3 45.5 48.6 46.4 48.8 47.2 49.1 47.8 49.5 48.4 49.9 48 .9 50 .3 49 .3 50.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/18/2000 JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Page 2 ASH2 .SDF 35 29.0 - - - - 49.6 - - - 36 30.0 - - - - 50.8 - - - 37 30.0 - - - - 50.8 - - - 38 30.0 - - - - 50.8 - - - 39 30.0 - - - - 50.8 - - - 40 30.0 - - - - 50.8 - - - 41 29.0 - - - - 51.4 - - - 42 29.0 - - - - 49.8 - - - 43 30.0 - - - - 51.4 - - - 44 30.0 - - - - 51.4 - - - 45 30.0 - - - - 51.4 - - - 46 30.0 - - - - 51.4 - - - 47 30.0 - - - - 51.4 - - 48 29.0 - - - - 52.0 - - - 49 30.0 - - - - 49.5 - - - 50 30.0 - - - - 52.0 - - - 51 30.0 - - - - 52.0 - - - 52 30.0 - - - - 52.0 - - - 53 30.0 - - - - 52.0 - - - 54 30.0 - - - - 52.0 - - - 55 29.0 - - - - 52.6 - - - 56 29.0 - - - - 50.1 - - - 57 29.0 - - - 53.4 - - 58 29.0 - - - - 50.1 - - - 59 29.0 - - - - 54.1 - - - 60 29.0 - - - - 71.5 61 2.0 - - - - 86.9 - - - 62 0.5 - - - - 88.4 - - - 63 29.0 - - - - 79.0 - - - 64 3.0 - - - - 90.6 - - - 65 3.0 - - - - 100.6 - - - 66 29.0 - - - - 89.7 - - - 67 0.0 SOURCE 104.0 1666.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 1 285.9 2.731 PL 34.00 PF 10.7 1 29.0 0.0 41.5 0.0 15.7 120 FTG ET PE -0.4 2 30.0 25.2 30.4 138.9 0.169 TL 63.42 PV 1.7 Pipe: 2 147.0 2.731 PL 8.00 PF 0.4 2 30.0 25.2 30.4 138.9 8.1 120 FTG ---- PE 0.0 3 30.0 25.2 30.0 138.0 0.049 TL 8.00 PV 0.4 Pipe: 3 9.0 2.731 PL 8.00 PF 0.0 3 30.0 25.2 30.0 138.0 0.5 120 FTG ---- PE 0.0 4 30.0 25.2 30.0 138.0 0.000 TL 8.00 PV 0.0 Pipe: 4 -129.0 2.731 PL 8.00 PF 0.3 4 30.0 25.2 30.0 138.0 7.1 120 FTG ---- PE 0.0 5 30.0 25.2 30.3 138.7 0.039 TL 8.00 PV 0.3 Pipe: 5 -267.8 2.731 PL 76.00 PF 17.2 5 30.0 25.2 30.3 138.7 14.7 120 FTG 2T PE 0.4 6 29.0 0.0 48.0 0.0 0.150 TL 115.22 PV 1.4 Pipe: 6 287.5 2.731 PL 34.00 PF 10.8 7 29.0 0.0 41.8 0.0 15.7 120 FTG ET PE -0.4 8 30.0 25.2 30.5 139.2 0.171 TL 63.42 PV 1.7 Pipe: 7 148.3 2.731 PL 8.00 PF 0.4 8 30.0 25.2 30.5 139.2 8.1 120 FTG ---- PE 0.0 9 30.0 25.2 30.1 138.3 0.050 TL .8.00 PV 0.4 Pipe: 8 10.0 2.731 PL 8.00 PF 0.0 9 30.0 25.2 30.1 138.3 0.5 120 FTG ---- PE 0.0 10 30.0 25.2 30.1 138.3 0.000 TL 8.00 PV 0.0 Pipe: 9 -128.2 2.731 PL 8.00 PF 0.3 10 30.0 25.2 30.1 138.3 7.0 120 FTG ---- PE 0.0 11 30.0 25.2 30.4 139.0 0.038 TL 8.00 PV 0.3 Pipe: 10 -267.2 2.731 PL 76.00 PF 17.2 11 30.0 25.2 30.4 139.0 14.6 120 FTG 2T PE 0.4 12 29.0 0.0 48.0 0.0 0.149 TL 115.22 PV 1.4 Pipe: 11 293.0 2.731 PL 34.00 PF 11.2 13 29.0 0.0 42.5 0.0 16.0 120 FTG ET PE -0.4 14 30.0 25.2 30.9 140.1 0.177 TL 63.42 PV 1.7 Pipe: 12 152.9 2.731 PL 8.00 PF 0.4 14 30.0 25.2 30.9 140.1 8.4 120 FTG ---- PE 0.0 15 30.0 25.2 30.5 139.1 0.053 TL 8.00 PV 0.5 Pipe: 13 13.8 2.731 PL 8.00 PF 0.0 15 30.0 25.2 30.5 139.1 0.8 120 FTG ---- PE 0.0 16 30.0 25.2 30.5 139.1 0.001 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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 -125.3 2.731 PL 8.00 PF 0.3 16 30.0 25.2 30.5 139.1 6.9 120 FTG ---- PE 0.0 17 30.0 25.2 30.8 139.8 0.037 TL 8.00 PV 0.3 Pipe: 15 -265.1 2.731 PL 76.00 PF 16.9 17 30.0 25.2 30.8 139.8 14.5 120 FTG 2T PE 0.4 18 29.0 0.0 48.1 0.0 0.147 TL 115.22 PV 1.4 Pipe: 16 -90.6 2.731 PL 136.00 PF 4.1 19 29.0 0.0 44.2 0.0 5.0 120 FTG E3T PE 0.0 20 29.0 0.0 48.3 0.0 0.020 TL 204.64 PV 0.2 Pipe: 17 -78.0 2.731 PL 136.00 PF 3.1 21 29.0 0.0 45.5 0.0 4.3 120 FTG E3T PE 0.0 22 29.0 0.0 48.6 0.0 0.015 TL 204.64 PV 0.1 Pipe: 18 -68.6 2.731 PL 136.00 PF 2.5 23 29.0 0.0 46.4 0.0 3.8 120 FTG E3T PE 0.0 24 29.0 0.0 48.8 0.0 0.012 TL 204.64 PV 0.1 Pipe: 19 -61.2 2.731 PL 136.00 PF 2.0 25 29.0 0.0 47.2 0.0 3.3 120 FTG E3T PE 0.0 26 29.0 0.0 49.1 0.0 0.010 TL 204.64 PV 0.1 Pipe: 20 -55.9 2.731 PL 136.00 PF 1.7 27 29.0 0.0 47.8 0.0 3.1 120 FTG E3T PE 0.0 28 29.0 0.0 49.5 0.0 0.008 TL 204.64 PV 0.1 Pipe: 21 -52.7 2.731 PL 136.00 PF 1.5 29 29.0 0.0 48.4 0.0 2.9 120 FTG E3T PE 0.0 30 29.0 0.0 49.9 0.0 0.007 TL 204.64 PV 0.1 Pipe: 22 -52.0 2.731 PL 136.00 PF 1.5 31 29.0 0.0 48.9 0.0 2.8 120 FTG E3T PE 0.0 32 29.0 0.0 50.3 0.0 0.007 TL 204.64 PV 0.1 Pipe: 23 -53.8 2.731 PL 136.00 PF 1.6 33 29.0 0.0 49.3 0.0 2.9 120 FTG E3T PE 0.0 34 29.0 0.0 50.9 0.0 0.008 TL 204.64 PV 0.1 Pipe: 24 -55.1 2.731 PL 136.00 PF 1.6 35 29.0 0.0 49.6 0.0 3.0 120 FTG E3T PE -0.4 36 30.0 0.0 50.8 0.0 0.008 TL 204.64 PV 0.1 Pipe: 25 0.0 2.731 PL 4.00 PF 0.0 36 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 37 30.0 0.0 50.8 0.0 0.000 TL 4.00 PV 0.0 Pipe: 26 0.0 2.731 PL 8.00 PF 0.0 37 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 38 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/18/2000 ASH2.SDF JOE TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 27 0.0 2.731 PL 8.00 PF 0.0 38 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 39 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 Pipe: 28 0.0 2.731 PL 8.00 PF 0.0 39 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 40 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 Pipe: 28A -55.1 2.731 PL 1.00 PF 0.2 36 30.0 0.0 50.8 0.0 3.0 120 FTG T PE 0.4 41 29.0 0.0 51.4 0.0 0.008 TL 20.61 PV 0.1 Pipe: 29 -60.7 2.731 PL 136.00 PP 2.0 42 29.0 0.0 49.8 0.0 3.3 120 FTG E3T PE -0.4 43 30.0 0.0 51.4 0.0 0.010 TL 204.64 PV 0.1 Pipe: 30 0.0 2.731 PL 4.00 PF 0.0 43 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 44 30.0 0.0 51.4 0.0 0.000 TL 4.00 PV 0.0 Pipe: 31 0.0 2.731 PL 8.00 PF 0.0 44 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 45 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 32 0.0 2.731 PL 8.00 PF 0.0 45 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 46 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 33 0.0 2.731 PL 8.00 PF 0.0 46 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 47 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 33A -60.7 2.731 PL 1.00 PP 0.2 43 30.0 0.0 51.4 0.0 3.3 120 FTG T PE 0.4 48 29.0 0.0 52.0 0.0 0.010 TL 20.61 PV 0.1 Pipe: 34 -67.9 2.731 PL 136.00 PP 2.4 49 30.0 0.0 49.5 0.0 3.7 120 FTG E3T PE 0.0 50 30.0 0.0 52.0 0.0 0.012 TL 204.64 PV 0.1 Pipe: 35 0.0 2.731 PL 4.00 PF 0.0 50 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 51 30.0 0.0 52.0 0.0 0.000 TL 4.00 PV 0.0 Pipe: 36 0.0 2.731 PL 8.00 PF 0.0 51 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 52 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 37 0.0 2.731 PL 8.00 PF 0.0 52 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 53 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 38 0.0 2.731 PL 8.00 PF 0.0 53 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 54 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 38A -67.9 2.731 PL 1.00 PF 0.2 50 30.0 0.0 52.0 0.0 3.7 120 FTG T PE 0.4 55 29.0 0.0 52.6 0.0 0.012 TL 20.61 PV 0.1 Pipe: 39 -80.2 2.731 PL 136.00 PF 3.3 56 29.0 0.0 50.1 0.0 4.4 120 FTG E3T PE 0.0 57 29.0 0.0 53.4 0.0 0.016 TL 204.64 PV 0.1 Pipe: 40 -89.6 2.731 PL 136.00 PF 4.0 58 29.0 0.0 50.1 0.0 4.9 120 FTG E3T PE 0.0 59 29.0 0.0 54.1 0.0 0.020 TL 204.64 PV 0.2 Pipe: 41 -285.9 4.328 PL 12.00 PF 0.2 1 29.0 0.0 41.5 0.0 6.2 120 FTG ---- PE 0.0 7 29.0 0.0 41.8 0.0 0.018 TL 12.00 PV 0.3 Pipe: 42 -573.4 4.328 PL 12.00 PF 0.8 7 29.0 0.0 41.8 0.0 12.5 120 FTG ---- PE 0.0 13 29.0 0.0 42.5 0.0 0.065 TL 12.00 PV 1.1 Pipe: 43 -866.4 4.328 PL 12.00 PF 1.7 13 29.0 0.0 42.5 0.0 18.9 120 FTG ---- PE 0.0 19 29.0 0.0 44.2 0.0 0.140 TL 12.00 PV 2.4 Pipe: 44 -775.7 4.328 PL 10.96 PF 1.2 19 29.0 0.0 44.2 0.0 16.9 120 FTG ---- PE 0.0 21 29.0 0.0 45.5 0.0 0.114 TL 10.96 PV 1.9 Pipe: 45 -697.7 4.328 PL 9.92 PF 0.9 21 29.0 0.0 45.5 0.0 15.2 120 FTG ---- PE 0.0 23 29.0 0.0 46.4 0.0 0.093 TL 9.92 PV 1.6 Pipe: 46 -629.2 4.328 PL 9.92 PF 0.8 23 29.0 0.0 46.4 0.0 13.7 120 FTG - -- - PE 0.0 25 29.0 0.0 47.2 0.0 0.077 TL 9.92 PV 1.3 Pipe: 47 -568.0 4.328 PL 9.92 PF 0.6 25 29.0 0.0 47.2 0.0 12.4 120 FTG ----- PE 0.0 27 29.0 0.0 47.8 0.0 0.064 TL 9.92 PV 1.0 Pipe: 48 -512.1 4.328 PL 10.70 PF 0.6 27 29.0 0.0 47.8 0.0 11.2 120 FTG ---- PE 0.0 29 29.0 0.0 48.4 0.0 0.053 TL 10.70 PV 0.8 Pipe: 49 -459.3 4.328 PL 12.00 PF 0.5 29 29.0 0.0 48.4 0.0 10.0 120 FTG ---- PE 0.0 31 29.0 0.0 48.9 0.0 0.043 TL 12.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 50 -407.4 4.328 PL 12.00 PF 0.4 31 29.0 0.0 48.9 0.0 8.9 120 FTG ---- PE 0.0 33 29.0 0.0 49.3 0.0 0.035 TL 12.00 PV 0.5 Pipe: 51 -353.6 4.328 PL 12.00 PF 0.3 33 29.0 0.0 49.3 0.0 7.7 120 FTG ---- PE 0.0 35 29.0 0.0 49.6 0.0 0.027 TL 12.00 PV 0.4 Pipe: 52 -298.4 4.328 PL 11.67 PF 0.2 35 29.0 0.0 49.6 0.0 6.5 120 FTG ---- PE 0.0 42 29.0 0.0 49.8 0.0 0.019 TL 11.67 PV 0.3 Pipe: 53 -237.7 4.328 PL 12.00 PF 0.2 42 29.0 0.0 49.8 0.0 5.2 120 FTG ---- PE -0.4 49 30.0 0.0 49.5 0.0 0.013 TL 12.00 PV 0.2 Pipe: 54 -169.8 4.328 PL 12.00 PF 0.1 49 30.0 0.0 49.5 0.0 3.7 120 FTG ---- PE 0.4 56 29.0 0.0 50.1 0.0 0.007 TL 12.00 PV 0.1 Pipe: 55 -89.6 4.328 PL 12.00 PF 0.0 56 29.0 0.0 50.1 0.0 2.0 120 FTG ---- PE 0.0 58 29.0 0.0 50.1 0.0 0.002 TL 12.00 PV 0.0 Pipe: 56 -267.8 6.357 PL 12.00 PF 0.0 6 29.0 0.0 48.0 0.0 2.7 120 FTG ---- PE 0.0 12 29.0 0.0 48.0 0.0 0.002 TL 12.00 PV 0.0 Pipe: 57 -535.0 6.357 PL 12.00 PF 0.1 12 29.0 0.0 48.0 0.0 5.4 120 FTG ---- PE 0.0 18 29.0 0.0 48.1 0.0 0.009 TL 12.00 PV 0.2 Pipe: 58 -800.0 6.357 PL 12.00 PF 0.2 18 29.0 0.0 48.1 0.0 8.1 120 FTG ---- PE 0.0 20 29.0 0.0 48.3 0.0 0.019 TL 12.00 PV 0.4 Pipe: 59 -890.7 6.357 PL 10.96 PF 0.2 20 29.0 0.0 48.3 0.0 9.0 120 FTG ---- PE 0.0 22 29.0 0.0 48.6 0.0 0.023. TL 10.96 PV 0.5 Pipe: 60 -968.7 6.357 PL 9.92 PF 0.3 22 29.0 0.0 48.6 0.0 9.8 120 FTG ---- PE 0.0 24 29.0 0.0 48.8 0.0 0.026 TL 9.92 PV 0.6 Pipe: 61 -1037.3 6.357 PL 9.92 PF 0.3 24 29.0 0.0 48.8 0.0 10.5 120 FTG ---- PE 0.0 26 29.0 0.0 49.1 0.0 0.030 TL 9.92 PV 0.7 Pipe: 62 -1098.4 6.357 PL 9.92 PF 0.3 26 29.0 0.0 49.1 0.0 11.1 120 FTG ---- PE 0.0 28 29.0 0.0 49.5 0.0 0.033 TL 9.92 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 06/18/2000 ASH2.SDF JOE TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 PIPE DATA (cont.) 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: 63 -1154.3 6.357 PL 10.70 PF 0.4 28 29.0 0.0 49.5 0.0 11.7 120 FTG ---- PE 0.0 30 29.0 0.0 49.9 0.0 0.036 TL 10.70 PV 0.9 Pipe: 64 -1207.1 6.357 PL 12.00 PF 0.5 30 29.0 0.0 49.9 0.0 12.2 120 FTG ---- PE 0.0 32 29.0 0.0 50.3 0.0 0.040 TL 12.00 PV 1.0 Pipe: 65 -1259.0 6.357 PL 12.00 PF 0.5 32 29.0 0.0 50.3 0.0 12.7 120 FTG ---- PE 0.0 34 29.0 0.0 50.9 0.0 0.043 TL 12.00 PV 1.1 Pipe: 66 -1312.9 6.357 PL 12.00 PF 0.6 34 29.0 0.0 50.9 0.0 13.3 120 FTG ---- PE 0.0 41 29.0 0.0 51.4 0.0 0.046 TL 12.00 PV 1.2 Pipe: 67 -1368.0 6.357 PL 11.67 PF 0.6 41 29.0 0.0 51.4 0.0 13.8 120 FTG ---- PE 0.0 48 29.0 0.0 52.0 0.0 0.050 TL 11.67 PV 1.3 Pipe: 68 -1428.7 6.357 PL 12.00 PF 0.6 48 29.0 0.0 52.0 0.0 14.4 120 FTG ---- PE 0.0 55 29.0 0.0 52.6 0.0 0.054 TL 12.00 PV 1.4 Pipe: 69 -1496.6 6.357 PL 12.00 PF 0.7 55 29.0 0.0 52.6 0.0 15.1 120 FTG ---- PE 0.0 57 29.0 0.0 53.4 0.0 0.059 TL 12.00 PV 1.5 Pipe: 70 -1576.8 6.357 PL 12.00 PF 0.8 57 29.0 0.0 53.4 0.0 15.9 120 FTG ---- PE 0.0 59 29.0 0.0 54.1 0.0 0.065 TL 12.00 PV 1.7 Pipe: 71 -1666.4 6.357 PL 188.00 PF 17.3 59 29.0 0.0 54.1 0.0 16.8 120 FTG 3E PE 0.0 60 29.0 0.0 71.5 0.0 0.072 TL 240.81 PV 1.9 Pipe: 72 -1666.4 6.357 PL 30.00 PF 3.7 60 29.0 0.0 71.5 0.0 16.8 120 FTG EG PE 11.7 61 2.0 0.0 86.9 0.0 0.072 TL 51.37 PV 1.9 Pipe: 73 -1666.4 8.249 PL 5.00 PF 0.9 61 2.0 0.0 86.9 0.0 10.0 120 FTG T PE 0.6 62 0.5 0.0 88.4 0.0 0.020 TL 43.92 PV 0.7 Pipe: 74 -1666.4 7.980 PL 130.00 PF 2.9 62 0.5 0.0 88.4 0.0 10.7 150 FTG 3L PE -12.3 63 29.0 0.0 79.0 0.0 0.016 TL 187.00 PV 0.8 Pipe: 75 -1666.4 8.270 PL 6.00 PF 0.4 63 29.0 0.0 79.0 0.0 10.0 150 FTG L PE 11.3 64 3.0 0.0 90.6 0.0 0.013 TL 28.12 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 2.731 9.81 19.61 6.54 22.88 11.44 19.61 4.328 14.22 28.45 8.53 31.29 17.07 28.45 6.357 17.60 37.72 11.32 40.23 12.57 37.72 8.249 20.02 38.92 14.46 50.04 13.35 38.92 8.270 20.27 39.41 14.64 50.67 13.51 39.41 1.63 16.34 16.34 2.84 28.45 14.22 3.77 35.21 23.89 4.45 38.92 30.03 4.50 39.41 30.40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 WATER SUPPLY CURVE 132+ 120.0 psi @ 1640 gpm-> 121+ I Flow Test Point 110+ 99+ P 88+ R E S S 77+ U R E 66+ P S I 55+ ) I 44+ 33+ 22+ LEGEND It X = Required Water Supply 103.99 psi @ 1916.4 gpm " 11+ 0 = Available Water Supply " 116.66 psi @ 1916.4 gpm " It 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) :ii x WEST COAST FIRE PROTECTION 512 W California Ave.,#105 Vista, CA 92083-3567 C-16 763542 HYDRAULIC CALCULATIONS FOR ESFR UPGRADE CALCULATION ASHWORTH - BLDG. #1 RACKS 2765 LOKER AVE. WEST FILE NUMBER: ASH2 DATE: 7-18-00 -DESIGN DATA- OCCUPANCY CLASSIFICATION: CLASS V STORAGE UP TO 261 6 DENSITY: N/A AREA OF APPLICATION: 12 sprinklers COVERAGE PER SPRINKLER: 96 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1666.4 gpm TOTAL WATER REQUIRED (including hose): 1916.4 gpm FLOW & PRESSURE (at base of riser): 1666.4 GPM @ 88.4 PSI SPRINKLER ORIFICE SIZE: 1" inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE PREVENTION BUREAU CONTRACTOR CERTIFICATION NUMBER: C-16 763542 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/18/2000 ASH2.SDF JOE TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 67 130.0 120.0 1640.0 116.7 1916.4 104.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1916.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1666.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29.0 - - - - 41.5 2 30.0 K=25.20 30.4 138.9 3 30.0 K=25.20 30.0 138.0 4 30.0 K=25.20 30.0 138.0 5 30.0 K=25.20 30.3 138.7 6 29.0 - - - - 48.0 - - - 7 29.0 - - - - 41.8 - - - 8 30.0 K=25.20 30.5 139.2 9 30.0 K=25.20 30.1 138.3 10 30.0 K=25.20 30.1 138.3 11 30.0 K=25.20 30.4 139.0 12 29.0 - - - - 48.0 - - - 13 29.0 - - - - 42.5 - - - 14 30.0 K=25.20 30.9 140.1 15 30.0 K=25.20 30.5 139.1 16 30.0 K=25.20 30.5 139.1 17 30.0 K=25.20 30.8 139.8 18 29.0 - - - - 48.1 - - - 19 29.0 - - - - 44.2 - - - 20 29.0 - - - - 48.3 - - - 21 29.0 - - - - 45.5 - - - 22 29.0 - - - - 48.6 - - - 23 29.0 - - - 46.4 - - - 24 29.0 - - - - 48.8 - - - 25 29.0 - - - - 47.2 - - - 26 29.0 - - - - 49.1 - - - 27 29.0 - - - - 47.8 28 29.0 - - - - 49.5 - - - 29 29.0 - - - - 48.4 - - - 30 29.0 - - - - 49.9 31 29.0 - - - - 48.9 - - - 32 29.0 - - - - 50.3 - - - 33 29.0 - - - - 49.3 - - - 34 29.0 - - - -. 50.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06 /18/2000 JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Page 2 ASH2 .SDF 35 29.0 - - - - 49.6 - - - 36 30.0 - - - - 50.8 - - - 37 30.0 - - - - 50.8 - - - 38 30.0 - - - - 50.8 - - - 39 30.0 - - - - 50.8 - - - 40 30.0 - - - - 50.8 - - - 41 29.0 - - - - 51.4 - - - 42 29.0 - - - - 49.8 - - - 43 30.0 - - - - 51.4 - - - 44 30.0 - - - - 51.4 - - - 45 30.0 - - - - 51.4 - - - 46 30.0 - - - - 51.4 - - - 47 30.0 - - - - 51.4 - - - 48 29.0 - - - - 52.0 - - - 49 30.0 - - - - 49.5 - - - 50 30.0 - - - - 52.0 - - - 51 30.0 - - - - 52.0 - - - 52 30.0 - - - - 52.0 - - - 53 30.0 - - - - 52.0 - - - 54 30.0 - - - - 52.0 - - - 55 29.0 - - - - 52.6 - - - 56 29.0 - - - - 50.1 - - - 57 29.0 - - - - 53.4 - - - 58 29.0 - - - - 50.1 - - - 59 29.0 - - - - 54.1 - - - 60 29.0 - - - - 71.5 - - - 61 2.0 - - - - 86.9 - - - 62 0.5 - - - - 88.4 - - - 63 29.0 - - - - 79.0 - - - 64 3.0 - - - - 90.6 - - - 65 3.0 - - - - 100.6 - - - 66 29.0 - - - - 89.7 - - - 67 0.0 SOURCE 104.0 1666.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 1 285.9 2.731 PL 34.00 PF 10.7 3. 29.0 0.0 41.5 0.0 15.7 120 FTG ET PE -0.4 2 30.0 25.2 30.4 138.9 0.169 TL 63.42 PV 1.7 Pipe: 2 147.0 2.731 PL 8.00 PF 0.4 2 30.0 25.2 30.4 138.9 8.1 120 FTG ---- PE 0.0 3 30.0 25.2 30.0 138.0 0.049 TL 8.00 PV 0.4 Pipe: 3 9.0 2.731 PL 8.00 PF 0.0 3 30.0 25.2 30.0 138.0 0.5 120 FTG ---- PE 0.0 4 30.0 25.2 30.0 138.0 0.000 TL 8.00 PV 0.0 Pipe: 4 -129.0 2.731 PL 8.00 PF 0.3 4 30.0 25.2 30.0 138.0 7.1 120 FTG ---- PE 0.0 5 30.0 25.2 30.3 138.7 0.039 TL 8.00 PV 0.3 Pipe: 5 -267.8 2.731 PL 76.00 PF 17.2 5 30.0 25.2 30.3 138.7 14.7 120 FTG 2T PE 0.4 6 29.0 0.0 48.0 0.0 0.150 TL 115.22 PV 1.4 Pipe: 6 287.5 2.731 PL 34.00 PF 10.8 7 29.0 0.0 41.8 0.0 15.7 120 FTG ET PE -0.4 8 30.0 25.2 30.5 139.2 0.171 TL 63.42 PV 1.7 Pipe: 7 148.3 2.731 PL 8.00 PF 0.4 8 30.0 25.2 30.5 139.2 8.1 120 FTG ---- PE 0.0 9 30.0 25.2 30.1 138.3 0.050 TL 8.00 PV 0.4 Pipe: 8 10.0 2.731 PL 8.00 PF 0.0 9 30.0 25.2 30.1 138.3 0.5 120 FTG ---- PE 0.0 10 30.0 25.2 30.1 138.3 0.000 TL 8.00 PV 0.0 Pipe: 9 -128.2 2.731 PL 8.00 PF 0.3 10 30.0 25.2 30.1 138.3 7.0 120 FTG ---- PE 0.0 11 30.0 25.2 30.4 139.0 0.038 TL 8.00 PV 0.3 Pipe: 10 -267.2 2.731 PL 76.00 PF 17.2 13. 30.0 25.2 30.4 139.0 14.6 120 FTG 2T PE 0.4 12 29.0 0.0 48.0 0.0 0.149 TL 115.22 PV 1.4 Pipe: 11 293.0 2.731 PL 34.00 PF 11.2 13 29.0 0.0 42.5 0.0 16.0 120 FTG ET PE -0.4 14 30.0 25.2 30.9 140.1 0.177 TL 63.42 PV 1.7 Pipe: 12 152.9 2.731 PL 8.00 PF 0.4 14 30.0 25.2 30.9 140.1 8.4 120 FTG ---- PE 0.0 15 30.0 25.2 30.5 139.1 0.053 TL 8.00 PV 0.5 Pipe: 13 13.8 2.731 PL 8.00 PF 0.0 15 30.0 25.2 30.5 139.1. 0.8 120 FTG ---- PE 0.0 16 30.0 25.2 30.5 139.1 0.001 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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 -125.3 2.731 PL 8.00 PF 0.3 16 30.0 25.2 30.5 139.1 6.9 120 FTG ---- PE 0.0 17 30.0 25.2 30.8 139.8 0.037 TL 8.00 PV 0.3 Pipe: 15 -265.1 2.731 PL 76.00 PF 16.9 17 30.0 25.2 30.8 139.8 14.5 120 FTG 2T PE 0.4 18 29.0 0.0 48.1 0.0 0.147 TL 115.22 PV 1.4 Pipe: 16 -90.6 2.731 PL 136.00 PF 4.1 19 29.0 0.0 44.2 0.0 5.0 120 FTG E3T PE 0.0 20 29.0 0.0 48.3 0.0 0.020 TL 204.64 PV 0.2 Pipe: 17 -78.0 2.731 PL 136.00 PF 3.1 21 29.0 0.0 45.5 0.0 4.3 120 FTG E3T PE 0.0 22 29.0 0.0 48.6 0.0 0.015 TL 204.64 PV 0.1 Pipe: 18 -68.6 2.731 PL 136.00 PF 2.5 23 29.0 0.0 46.4 0.0 3.8 120 FTG E3T PE 0.0 24 29.0 0.0 48.8 0.0 0.012 TL 204.64 PV 0.1 Pipe: 19 -61.2 2.731 PL 136.00 PF 2.0 25 29.0 0.0 47.2 0.0 3.3 120 FTG E3T PE 0.0 26 29.0 0.0 49.1 0.0 0.010 TL 204.64 PV 0.1 Pipe: 20 -55.9 2.731 PL 136.00 PF 1.7 27 29.0 0.0 47.8 0.0 3.1 120 FTG E3T PE 0.0 28 29.0 0.0 49.5 0.0 0.008 TL 204.64 PV 0.1 Pipe: 21 -52.7 2.731 PL 136.00 PF 1.5 29 29.0 0.0 48.4 0.0 2.9 120 FTG E3T PE 0.0 30 29.0 0.0 49.9 0.0 0.007 TL 204.64 PV 0.1 Pipe: 22 -52.0 2.731 PL 136.00 PF 1.5 31 29.0 0.0 48.9 0.0 2.8 120 FTG E3T PE 0.0 32 29.0 0.0 50.3 0.0 0.007 TL 204.64 PV 0.1 Pipe: 23 -53.8 2.731 PL 136.00 PF 1.6 33 29.0 0.0 49.3 0.0 2.9 120 FTG E3T PE 0.0 34 29.0 0.0 50.9 0.0 0.008 TL 204.64 PV 0.1 Pipe: 24 -55.1 2.731 PL 136.00 PF 1.6 35 29.0 0.0 49.6 .0.0 3.0 120 FTG E3T PE -0.4 36 30.0 0.0 50.8 0.0 0.008 TL 204.64 PV 0.1 Pipe: 25 0.0 2.731 PL 4.00 PF 0.0 36 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 37 30.0 0.0 50.8 0.0 0.000 TL 4.00 PV 0.0 Pipe: 26 0.0 2.731 PL 8.00 PF 0.0 37 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 38 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 PIPE DATA (cont.) 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: 27 0.0 2.731 PL 8.00 PF 0.0 38 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 39 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 Pipe: 28 0.0 2.731 PL 8.00 PF 0.0 39 30.0 0.0 50.8 0.0 0.0 120 FTG ---- PE 0.0 40 30.0 0.0 50.8 0.0 0.000 TL 8.00 PV 0.0 Pipe: 28A -55.1 2.731 PL 1.00 PF 0.2 36 30.0 0.0 50.8 0.0 3.0 120 FTG T PE 0.4 41 29.0 0.0 51.4 0.0 0.008 TL 20.61 PV 0.1 Pipe: 29 -60.7 2.731 PL 136.00 PF 2.0 42 29.0 0.0 49.8 0.0 3.3 120 FTG E3T PE -0.4 43 30.0 0.0 51.4 0.0 0.010 TL 204.64 PV 0.1 Pipe: 30 0.0 2.731 PL 4.00 PF 0.0 43 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 44 30.0 0.0 51.4 0.0 0.000 TL 4.00 PV 0.0 Pipe: 31 0.0 2.731 PL 8.00 PF 0.0 44 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 45 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 32 0.0 2.731 PL 8.00 PF 0.0 45 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 46 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 33 0.0 2.731 PL 8.00 PF 0.0 46 30.0 0.0 51.4 0.0 0.0 120 FTG ---- PE 0.0 47 30.0 0.0 51.4 0.0 0.000 TL 8.00 PV 0.0 Pipe: 33A -60.7 2.731 PL 1.00 PF 0.2 43 30.0 0.0 51.4 0.0 3.3 120 FTG T PE 0.4 48 29.0 0.0 52.0 0.0 0.010 TL 20.61 PV 0.1 Pipe: 34 -67.9 2.731PL 136.00 PF 2.4 49 30.0 0.0 49.5 0.0 3.7 120 FTG E3T PE 0.0 50 30.0 0.0 52.0 0.0 0.012 TL 204.64 PV 0.1 Pipe: 35 0.0 2.731 PL 4.00 PF 0.0 50 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 51 30.0 0.0 52.0 0.0 0.000 TL 4.00 PV 0.0 Pipe: 36 0.0 2.731 PL 8.00 PF 0.0 51 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PE 0.0 52 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 37 0.0 2.731 PL 8.00 PF 0.0 52 30.0 0.0 52.0 .0.0 0.0 120 FTG ---- PE 0.0 53 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 38 0.0 2.731 PL 8.00 PF 0.0 53 30.0 0.0 52.0 0.0 0.0 120 FTG ---- PR 0.0 54 30.0 0.0 52.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 38A -67.9 2.731 PL 1.00 PF 0.2 50 30.0 0.0 52.0 0.0 3.7 120 FTG T PR 0.4 55 29.0 0.0 52.6 0.0 0.012 TL 20.61 PV 0.1 Pipe: 39 -80.2 2.731 PL 136.00 PF 3.3 56 29.0 0.0 50.1 0.0 4.4 120 FTG E3T PR 0.0 57 29.0 0.0 53.4 0.0 0.016 TL 204.64 PV 0.1 Pipe: 40 -89.6 2.731 PL 136.00 PF 4.0 58 29.0 0.0 50.1 0.0 4.9 120 FTG E3T PE 0.0 59 29.0 0.0 54.1 0.0 0.020 TL 204.64 PV 0.2 Pipe: 41 -285.9 4.328 PL 12.00 PF 0.2 1 29.0 0.0 41.5 0.0 6.2 120 FTG ---- PE 0.0 7 29.0 0.0 41.8 0.0 0.018 TL 12.00 PV 0.3 Pipe: 42 -573.4 4.328 PL 12.00 PF 0.8 7 29.0 0.0 41.8 0.0 12.5 120 FTG ---- PE 0.0 13 29.0 0.0 42.5 0.0 0.065 TL 12.00 PV 1.1 Pipe: 43 -866.4 4.328 PL 12.00 PF 1.7 13 29.0 0.0 42.5 0.0 18.9 120 FTG ---- PE 0.0 19 29.0 0.0 44.2 0.0 0.140 TL 12.00 PV 2.4 Pipe: 44 -775.7 4.328 PL 10.96 PF 1.2 19 29.0 0.0 44.2 0.0 16.9 120 FTG ---- PE 0.0 21 29.0 0.0 45.5 0.0 0.114 TL 10.96 PV 1.9 Pipe: 45 -697.7 4.328 PL 9.92 PF 0.9 21 29.0 0.0 45.5 0.0 15.2 120 FTG ---- PE 0.0 23 29.0 0.0 46.4 0.0 0.093 TL 9.92 PV 1.6 Pipe: 46 -629.2 4.328 PL 9.92 PF 0.8 23 29.0 0.0 46.4 0.0 13.7 120 FTG ---- PE 0.0 25 29.0 0.0 47.2 0.0 0.077 TL 9.92 PV 1.3 Pipe: 47 -568.0 4.328 PL 9.92 PF 0.6 25 29.0 0.0 47.2 0.0 12.4 120 FTG ---- PR 0.0 27 29.0 0.0 47.8 0.0 0.064 TL 9.92 PV 1.0 Pipe: 48 -512.1 4.328 PL 10.70 PF 0.6 27 29.0 0.0 47.8 0.0 11.2 120 FTG ---- PE 0.0 29 29.0 0.0 48.4 0.0 0.053 TL 10.70 PV 0.8 Pipe: 49 -459.3 4.328 PL 12.00 PF 0.5 29 29.0 0.0 48.4 0.0 10.0 120 FTG ---- PE 0.0 31 29.0 0.0 48.9 0.0 0.043 TL 12.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 50 -407.4 4.328 PL 12.00 PF 0.4 31 29.0 0.0 48.9 0.0 8.9 120 FTG ---- PE 0.0 33 29.0 0.0 49.3 0.0 0.035 TL 12.00 PV 0.5 Pipe: 51 -353.6 4.328 PL 12.00 PF 0.3 33 29.0 0.0 49.3 0.0 7.7 120 FTG ---- PE 0.0 35 29.0 0.0 49.6 0.0 0.027 TL 12.00 PV 0.4 Pipe: 52 -298.4 4.328 PL 11.67 PF 0.2 35 29.0 0.0 49.6 0.0 6.5 120 FTG ---- PE 0.0 42 29.0 0.0 49.8 0.0 0.019 TL 11.67 PV 0.3 Pipe: 53 -237.7 4.328 PL 12.00 PF 0.2 42 29.0 0.0 49.8 0.0 5.2 120 FTG ---- PE -0.4 49 30.0 0.0 49.5 0.0 0.013 TL 12.00 PV 0.2 Pipe: 54 -169.8 4.328 PL 12.00 PF 0.1 49 30.0 0.0 49.5 0.0 3.7 120 FTG ---- PE 0.4 56 29.0 0.0 50.1 0.0 0.007 TL 12.00 PV 0.1 Pipe: 55 -89.6 4.328 PL 12.00 PF 0.0 56 29.0 0.0 50.1 0.0 2.0 120 FTG ---- PE 0.0 58 29.0 0.0 50.1 0.0 0.002 TL 12.00 PV 0.0 Pipe: 56 -267.8 6.357 PL 12.00 PF 0.0 6 29.0 0.0 48.0 0.0 2.7 120 FTG ---- PE 0.0 12 29.0 0.0 48.0 0.0 0.002 TL 12.00 PV 0.0 Pipe: 57 -535.0 6.357 PL 12.00. PF 0.1 12 29.0 0.0 48.0 0.0 5.4 120 FTG ---- PE 0.0 18 29.0 0.0 48.1 0.0 0.009 TL 12.00 PV 0.2 Pipe: 58 -800.0 6.357 PL 12.00 PF 0.2 18 29.0 0.0 48.1 0.0 8.1 120 FTG ---- PE 0.0 20 29.0 0.0 48.3 0.0 0.019 TL 12.00 PV 0.4 Pipe: 59 -890.7 6.357 PL 10.96 PF 0.2 20 29.0 0.0 48.3 0.0 9.0 120 FTG ---- PE 0.0 22 29.0 0.0 48.6 0.0 0.023 TL 10.96 PV 0.5 Pipe: 60 -968.7 6.357 PL 9.92 PF 0.3 22 29.0 0.0 48.6 0.0 9.8 120 FTG ---- PE 0.0 24 29.0 0.0 48.8 0.0 0.026 TL 9.92 PV 0.6 Pipe: 61 -1037.3 6.357 PL 9.92 PF 0.3 24 29.0 0.0 48.8 0.0 10.5 120 FTG ---- PE 0.0 26 29.0 0.0 49.1 0.0 0.030 TL 9.92 PV 0.7 Pipe: 62 -1098.4 6.357 PL 9.92 PF 0.3 26 29.0 0.0 49.1 0.0 11.1 120 FTG ---- PE 0.0 23 29.0 0.0 49.5 0.0 0.033 TL 9.92 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 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: 63 -1154.3 6.357 PL 10.70 PF 0.4 28 29.0 0.0 49.5 0.0 11.7 120 FTG ---- PE 0.0 30 29.0 0.0 49.9 0.0 0.036 TL 10.70 PV 0.9 Pipe: 64 -1207.1 6.357 PL 12.00 PF 0.5 30 29.0 0.0 49.9 0.0 12.2 120 FTG ---- PE 0.0 32 29.0 0.0 50.3 0.0 0.040 TL 12.00 PV 1.0 Pipe: 65 -1259.0 6.357 PL 12.00 PF 0.5 32 29.0 0.0 50.3 0.0 12.7 120 FTG ---- PE 0.0 34 29.0 0.0 50.9 0.0 0.043 TL 12.00 PV 1.1 Pipe: 66 -1312.9 6.357 PL 12.00 PF 0.6 34 29.0 0.0 50.9 0.0 13.3 120 FTG ---- PE 0.0 41 29.0 0.0 51.4 0.0 0.046 TL 12.00 PV 1.2 Pipe: 67 -1368.0 6.357 PL 11.67 PF 0.6 41 29.0 0.0 51.4 0.0 13.8 120 FTG ---- PE 0.0 48 29.0 0.0 52.0 0.0 0.050 TL 11.67 PV 1.3 Pipe: 68 -1428.7 6.357 PL 12.00 PF 0.6 48 29.0 0.0 52.0 0.0 14.4 120 FTG ---- PE 0.0 55 29.0 0.0 52.6 0.0 0.054 TL 12.00 PV 1.4 Pipe: 69 -1496.6 6.357 PL 12.00 PF 0.7 55 29.0 0.0 52.6 0.0 15.1 120 FTG ---- PE 0.0 57 29.0 0.0 53.4 0.0 0.059 TL 12.00 PV 1.5 Pipe: 70 -1576.8 6.357 PL 12.00 PF 0.8 57 29.0 0.0 53.4 0.0 15.9 120 FTG ---- PE 0.0 59 29.0 0.0 54.1 0.0 0.065 TL 12.00 PV 1.7 Pipe: 71 -1666.4 6.357 PL 188.00 PF 17.3 59 29.0 0.0 54.1 0.0 16.8 120 FTG 3E PE 0.0 60 29.0 0.0 71.5 0.0 0.072 TL 240.81 PV 1.9 Pipe: 72 -1666.4 6.357 PL 30.00 PF 3.7 60 29.0 0.0 71.5 0.0 16.8 120 FTG EG PE 11.7 61 2.0 0.0 86.9 0.0 0.072 TL 51.37 PV 1.9 Pipe: 73 -1666.4 8.249 PL 5.00 PF 0.9 61 2.0 0.0 86.9 0.0 10.0 120 FTG T PE 0.6 62 0.5 0.0 88.4 0.0 0.020 TL 43.92 PV 0.7 Pipe: 74 -1666.4 7.980 PL 130.00 PF 2.9 62 0.5 0.0 88.4 0.0 10.7 150 FTG 3L PE -12.3 63 29.0 0.0 79.0 0.0 0.016 TL 187.00 PV 0.8 Pipe: 75 -1666.4 8.270 PL 6.00 PF 0.4 63 290 0.0 79.0 0.0 10.0 150 FTG L PE 11.3 64 3.0 0.0 90.6 0.0 0.013 TL 28.12 PV 0,7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 2.731 9.81 19.61 6.54 22.88 11.44 1.63 16.34 16.34 19.61 4.328 14.22 28.45 8.53 31.29 17.07 2.84 28.45 14.22 28.45 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 23.89 37.72 8.249 20.02 38.92 14.46 50.04 13.35 4.45 38.92 30.03 38.92 8.270 20.27 39.41 14.64 50.67 13.51 4.50 39.41 30.40 39.41 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 06/18/2000 ASH2.SDF JOB TITLE: ASHWORTH GOLF FACILITY ESFR UPGRADE CALC AREA #1 WATER SUPPLY CURVE 132+ 121+ 120.0 psi @ 1640 m-> Flow Test Point 110+ x 99+ P 88+ R E S S 77+ U R E 66+ P S I 55+ ) I 44+ 33+ 22+ LEGEND I, X = Required Water Supply 103.99 psi @1916.4 gpm " 11+ 0 = Available Water Supply " 116.66 psi @ 1916.4 gpm " 'V 0++-----+-----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) EARLY SUPPRESSION FAST RESPONSE SPRINKLERS (FM) & SPECIFIC APPLICATION ESFR SPRINKLERS (UL & C-UL) MODEL ESFR-25rm PENDENT, 25.2 K-FACTOR, 1 INCH NPT** 9/16 (14,3 mm) NOMINAL MAKE—IN 1-13/16 f (46,0 mm) 1 NPT "S HEAT COLLECTOR MM) WRENCH FLAT (BOTH SIDES) TEMPERATURE RATING 2 (50.8 mm) 1-Frame 4-Hook 7-Button 2-Deflector 5-Strut 8-Gasketed Spring Plate 3-Compression Screw 6-Link Assembly 9-Ejection Spring Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A 252 K-FACTOR, MODEL ESFR-25 PENDENT SPRINKLER ASSEMBLY The 25.2 K-Factor, Model ESFR25TM Pendent Sprinklers (Ref. Figure A) are Listed and Approved by Factory Mu- tual Research Corporation (FM) as "Early Suppression Fast Response Pendent Sprinklers" designed for use with wet pipe, automatic sprinkler sys- tems for the fire protection of high- piled storage. They are suppression mode sprinklers, and their use is espe- cially advantageous as a means of eliminating the use of in-rack sprin- klers. Storage arrangements which can be protected by the ESFR-25 un- der the FM Design Criteria include open-frame single-row, double-row, multiple-row, and portable rack stor- age, as well as palletized and solid- piled storage, of most encapsulated or non-encapsulated, common materials including cartoned unexpanded plas- tics. In addition, the protection of some storage arrangements of roll paper and rubber tires can be considered as well. The 25.2 K-Factor, Model ESFR-25 Pendent Sprinklers are also Listed by Underwriters Laboratories Inc. (UL) and by UL for use in Canada (C-UL) as "Specific Application Early Suppres- sion Fast Suppression Sprinklers" for use in the protection of open-frame single-row, double-row, multiple-row, and portable rack storage, as well as palletized and solid-piled storage, of most encapsulated or non-encapsu- lated, common materials including cartoned unexpanded plastics as indi- cated under the UL and C-UL Design Criteria. These reduced design pres- sures are not for use with roll paper or rubber tire storage. The ESFR-25 has a nominal K-factor of 25 and is designed for use with storage heights of up to a 40 ft. (12,2 m) and ceiling heights of up to 45 ft. (13,7 m). It provides the system de- signer with hydraulic and sprinkler placement options not presently avail- able to the traditional ESFR sprinklers having a nominal K-Factor of 14. In particular, the ESFR-25 has been designed to operate at substantially lower end head pressures, as com- pared to ESFR sprinklers having a nominal K-Factor of 14. This feature offers flexibility when sizing the system piping, as well as possibly reducing or eliminating the need for a system fire pump. Also, the ESFR-25 permits use of a maximum deflector-to ceiling dis- tance of 18 inches (460 mm) versus 14 inches (360 mm); and, a storage ar- rangement of up to 40 ft. (12,2 m) with a ceiling height of up to 45 ft. (13,7 m) does not require in-rack sprinklers as does ESFR sprinklers having a nomi- nal K-Factor of 14. The ESFR-25, similar to the ESFR-1, described in Technical Data Sheet TD598, has a unique patented frame design which substantially reduces the frame shadow effects that normally tend to produce non-uniformity in the spray pattern. This feature, in combi- nation with a time proven fusible link mechanism design and the nominal K-factor of 25 provides the ESFR-25 with the very latest in sprinkler technol- ogy. Printed in U.S.A. 11-98 TD599 105 65 M 55 Z D 45 Z 0 35 25 I-i 15 Maximum Maximum Minimum Storage Ceiling Flowing Height, Height, Pressure, Ft. (m) Ft. (m) psi (bar) 40 (12,2) 45 (13,7) 50(3,4) 351121),40 (12,2) 4012, --2517,6) 3 0(1:4 The sprinkler system is to be wet pipe only (dry or preaction systems are not permitted). Storage arrangements include open-frame single-row, double-row, multiple-row, and portable rack stor- age, as well as palletized and solid- piled storage. 50 100 150 200 250 DISCHARGE IN U.S.. GALLONS PER MINUTE (GPM) I PARTIAL CURVE ONLY MAXIMUM PRESSURE: _________ __ 12,07 BAR 5,5 5,0 z 4.5 4,0 3.5 0 0-3.0 2,5 2,0 1.5 1,0 400 600 800 1000 DISCHARGE IN LITRES PER MINUTE (LPM) The Model ESFR-25 Sprinklers are FM Listed and Approved as "Early Suppression Fast Response Sprin- klers" for installation in accordance with the following criteria. Applications for the ESFR-25 Sprinklers may be expanded in the future as additional fire test data becomes available. The protection of encapsulated and non-encapsulated, Class I, Il, Ill, and IV, as well as cartoned unexpanded plastics is as follows: C The system is to be designed to supply the most hydraulically de- branch lines. manding 12 sprinklers, assuming 4 sprinklers on each of 3 adjacent 2. The design pressures are to be based on maximum storage and ceiling heights as follows: 7,0 6,5 6,0 FIGURE B NOMINAL DISCHARGE CURVES The Model ESFR-25 Sprinklers are Listed and Approved by Factory Mu- tual Research Corporation as "Early Suppression Fast Response Sprin- klers". Refer to the FM Design Criteria section-for installation criteria that per- tains to the FM listing and approval of the ESFR-25. The Model ESFR-25 Sprinklers are Listed by Underwriters Laboratories Inc. (UL) and Underwriters Laborato- ries Inc. for use in Canada (C-UL) as "Specific Application Early Suppres- sion Fast Response Sprinklers"., Refer to the UL and C-UL Design Criteria section for installation criteria that per- tains to the UL and C-UL listing of the ESFR-25. The Model ESFR-25 Pendent Sprin- klers are rated for use at a maximum service pressure of 175 psi (12,1 bar). They are available in 165°F/740C and 214°F/1 01°C temperature ratings with a natural brass finish. The nominal discharge curve plotted in Figure B represents the flow "0" in GPM (LPM) as determined by the for- mula: Q=K1fri where the nominal sprinkler discharge coefficient U = 25.2 (362,9); and "p" equals the residual flowing pressure in psi (bar). The Model ESFR-25 Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction (e.g., Factory Mu- tual Research Corporation). 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 relative to any questions The sprinkler Frame is die cast brass; the Strut and Hook are Monel; the De- flector and Compression Screw are phosphor bronze; and, the Button is commercial bronze. The two halves of the Link Assembly are nickel and the Ejection Spring is Inconel wire. The Gasketed Spring Plate consists of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a Teflont gasket. The Link Assembly has a thin, black resin type coating which will protect the Link Assembly from deterioration which could otherwise be caused by normal atmospheres. The coating is not intended to provide protection against attack by corrosive media. Sprinkler spacing is to provide a maximum coverage area of 100 ft2 (9,3 m2) and a minimum coverage area of 80 ft (7,4 M2). The maximum distance between sprinklers on a branch line is to be 10 ft. (3,1 m)for ceilings higher than 30 ft. (9,1 m), and a maximum of 12 ft. (3,7 m) for ceiling heights up to 30 ft (9,1 m). The minimum distance between sprinklers' to prevent cold soldering is 8 ft. (2,4 m). Sprinklers are to be positioned so that deflectors are located a maxi- mum distance of 18 inches (460 mm) and a minimum of 4 inches (100 mm) below the ceiling. The hose stream demand is to be a minimum of 250 GPM (950 LPM). VQ' 8. The water supply duration is to be a minimum of 1 hour. 9.. All other system installation details (e.g., obstructions that prevent t DuPont Registered Trademark Contac4 your lobal distributor for avail- ability. Sprinkler Assemblies: Specify: (specify temperature rating), natural brass, Model ESFR-25 Pen- dent Sprinkler, PSN (specify). 165°F/74'C ...............PSN 58-441-1-165 214'F/101C ..............PSN 58441-1-214 "Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: (specify temperature rating), natural brass, Model ESFR-25 Pen- dent Sprinkler with thread connection per ISO 7/1, PSN (specify). 165Ff74'C ...............PSN 58-442-1-165 214°F/101'C ..............PSN 68-442-1-214 U.S.A. Patent Number 4,580,729 is ap- plicable to the Model ESFR-25. A pat- ent is pending with regard to other design features. 0 Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tijco INTERNATIONAL LTD. COMPANY system #2 into system fl3 riser: I Tie ESFR system into system #2 riser This will also :0110w for no modifications of dorm systems. 1 Modify exterior wall mounted riser signs E to reflect changes ANGLE if I - 2' DRAIN PWt TJ L- -- _______ FINTS FLOOR EXIS11NG SAL DIP sprinkler discharge from reaching the hazard) are to be the same as for K14 ESFR sprinklers as recom- mended in FM Loss Prevention Data Sheet 2-2 "Installation Guidelines for Early Suppression Fast Response Sprinklers". In addition, the ESFR-25 Sprinklers may be used for the protection of rub- ber tire storage and roll paper storage as follows: ESFR-25 Sprinklers maybe used to protect on-side and on-tread (not in- terlaced) storage of rubber tires in open frame racks to a maximum height of 25 feet (7,6 m) under ceil- ings no higher than 30 feet (9,1 m). The sprinkler system must be de- signed to supply 12 sprinklers at 20 psi (1,4 bar), flowing 4 sprinklers per branch line on 3 branch lines. Sprin- klers must be rated 1651740C. Fol- low all other guidelines of FM Loss Prevention Data Sheet 2-2, accept that the hose stream demand is to be 500 GPM (1900 LPM) and the water supply duration is to be a mini- mum of 2 hours. 2. ESFR-25 Sprinklers may be used to protect heavy and medium weight paper storage as indicated in the following table. These guidelines are applicable to banded or unbanded rolls in open, standard, or closed array. The design is to include a hose stream allowance of 250 GPM (950 LPM) and the water supply duration is to be a minimum of 1 hour. Maximum Maximum Minimum Storage Ceiling Flowing Height, Height, Pressure, Ft. (m) Ft. (m) psi (bar) Heavy Weight 25(7,6) 30(9,1) 20(1,4) .30(9,1) 40 (12,2) 40(2,7) Plastic Coated Heavy Weight 20(6,1) 30(9,1) 20(1,4) 20(6,1) 40 (12,2) 20(1,4) Medium Weight 20(6,1) 30(9,1) 20(1,4) 20(6,1) 40 (12,2) 40(2,7) The Model ESFR-25 Sprinklers are UL and C-UL Listed as "Specific Applica- tion Early Suppression Fast Response Sprinklers" for use in in accordance with NFPA 13, 231, and 231C to pro- tect single-, double-, and multiple row rack storage (no open top containers or solid shelves) and palletized and solid pile storage (no open containers or solid shelves) of Class I, II, Ill, and IV commodities encapsulated or unen- capsulated and cartoned Group A un- expanded plastics when installed in the following ceiling and storage heights and minimum design pres- sures: Maximum Maximum Minimum Storage Calling Flowing Height, Height, Pressure, Ft. (m) Ft. (m) psi (bar) 40 (12,2) 45 (13,7) 40(2,7) 35 (10,7) 40 (12,2) 25(1,7) 30(9,1) 35(10,7) 20(1,4) 25(7,6) 30(9,1) 15(1,0) NOTE The above noted pressures are not for use with roll paper or rubber tire stor- age. The Model ESFR-25 Sprinklers should be installed using the same installation obstruction and construction criteria as is applicable to Early Suppression Fast Response Sprinklers per NFPA 13, 231, and 231C except that the sprinklers may be installed up to 18. inches (460 mm) below the ceiling. The Model ESFR-25 Pendent Sprin- klers must only be installed in the pen- dent position. With pipe thread sealant applied to the pipe threads, an adjust- able Crescent type wrench may be used for installation of the ESFR-25 by applying the wrench to the sprinkler wrench flats only. Automatic sprinklers must never be shipped or stored where their tempera- tures will exceed 100°F/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over-heated sprin- klers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - both before and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem 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. o n . ::--- I 1' Pbm IT IIT.tTF :1D C) .... ...• V -- •• •1* - . .- . - 4 ..