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HomeMy WebLinkAboutF13-0001 CALCSCALCULATIONS.txt HYDRAULIC CALCULATIONS FOR 2358 Garmish Residence Vail, COLORADO 81657 DATE: 12-13-2012 FILE: GARMISH.SDF "GARAGE CALCULATION" -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT/Residential PRESSURE REQUIRED FOR SYSTEM: 34.2 psi (FROM CITY) PRESSURE AVAILABLE FOR SYSTEM: 40.1 psi (FROM CITY) SAFETY: 5.9 psi (14.7%) NUMBER OF SPRINKLERS CALCULATED: 4 HEADS TOTAL SPRINKLER WATER FLOW REQUIRED: 273.3 gpm TOTAL WATER REQUIRED (including hose): 273.3 gpm PRESSURE (@ BOR): 15.9 psi NAME OF CONTRACTOR: Castle Fire Sprinklers, Inc. DESIGN/LAYOUT BY: E. Schumacher AUTHORITY HAVING JURISDICTION: TOWN OF VAIL STATE OF COLORAD CONTRACTOR CERTIFICATION NUMBER: 938 TOWN OF VAIL CONTRACTOR CERTIFICATION NUMBER: 735 Page 1 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page1 Date: 12/13/12 C:\BASINGDA JOB TITLE: GARAGE.TXT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 48.0 3.0 273.0 40.1 106.9 34.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 106.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 106.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 24.0 SOURCE 34.2 106.9 2 19.0 - - - - 15.9 - - - 3 19.0 - - - - 61.9 - - - 4 21.2 - - - - 57.2 - - - 5 21.2 - - - - 44.2 - - - 6 23.3 - - - - 38.9 - - - 7 23.3 - - - - 33.2 - - - 8 23.3 - - - - 31.7 - - - 9 34.5 - - - - 26.0 - - - 10 23.3 - - - - 33.2 - - - 11 23.3 - - - - 32.0 - - - 12 34.5 - - - - 26.1 - - - 13 34.5 - - - - 25.1 - - - 14 34.5 - - - - 25.1 - - - 15 34.5 - - - - 25.1 - - - 16 34.5 - - - - 25.1 - - - 17 23.3 - - - - 33.2 - - - 18 23.3 - - - - 33.2 - - - 19 23.3 - - - - 33.2 - - - 20 23.3 - - - - 33.2 - - - 100 34.5 K= 5.80 23.8 28.3 101 41.0 K= 5.80 19.5 25.6 102 36.5 K= 5.80 22.3 27.4 103 41.0 K= 5.80 19.5 25.6 104 22.8 - - - - 33.4 - - - 105 22.8 - - - - 33.4 - - - 106 22.8 - - - - 33.4 - - - 107 22.8 - - - - 33.4 - - - Page 2 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/13/12 JOB TITLE: GARAGE.TXT 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 1.055 PL 0.42 PF 1.3 100 34.5 5.8 23.8 28.3 10.4 150 FTG T PE 0.0 16 34.5 0.0 25.1 0.0 0.159 TL 7.98 PV 0.7 Pipe: 2 -25.6 1.055 PL 7.42 PF 2.8 101 41.0 5.8 19.5 25.6 9.4 150 FTG 2ET PE 2.8 15 34.5 0.0 25.1 0.0 0.132 TL 21.02 PV 0.6 Pipe: 3 -27.4 1.055 PL 2.42 PF 1.9 102 36.5 5.8 22.3 27.4 10.0 150 FTG ET PE 0.9 14 34.5 0.0 25.1 0.0 0.150 TL 13.00 PV 0.7 Pipe: 4 -25.6 1.055 PL 7.42 PF 2.8 103 41.0 5.8 19.5 25.6 9.4 150 FTG 2ET PE 2.8 13 34.5 0.0 25.1 0.0 0.132 TL 21.02 PV 0.6 Pipe: 5 -23.2 1.810 PL 0.50 PF 0.0 15 34.5 0.0 25.1 0.0 2.9 120 FTG ---- PE 0.0 16 34.5 0.0 25.1 0.0 0.012 TL 0.50 PV 0.1 Pipe: 6 -51.5 1.810 PL 7.79 PF 0.9 16 34.5 0.0 25.1 0.0 6.4 120 FTG 2E PE 0.0 9 34.5 0.0 26.0 0.0 0.053 TL 17.79 PV 0.3 Pipe: 7 -51.5 1.810 PL 11.12 PF 0.8 9 34.5 0.0 26.0 0.0 6.4 120 FTG E PE 4.9 8 23.3 0.0 31.7 0.0 0.053 TL 16.12 PV 0.3 Pipe: 8 -2.4 1.810 PL 9.21 PF 0.0 15 34.5 0.0 25.1 0.0 0.3 120 FTG ---- PE 0.0 14 34.5 0.0 25.1 0.0 0.000 TL 9.21 PV 0.0 Pipe: 9 -29.7 1.810 PL 0.50 PF 0.0 14 34.5 0.0 25.1 0.0 3.7 120 FTG ---- PE 0.0 13 34.5 0.0 25.1 0.0 0.019 TL 0.50 PV 0.1 Pipe: 10 -55.3 1.810 PL 7.54 PF 1.1 13 34.5 0.0 25.1 0.0 6.9 120 FTG 2E PE 0.0 12 34.5 0.0 26.1 0.0 0.060 TL 17.54 PV 0.3 Pipe: 11 -55.3 1.810 PL 11.12 PF 1.0 12 34.5 0.0 26.1 0.0 6.9 120 FTG E PE 4.9 11 23.3 0.0 32.0 0.0 0.060 TL 16.12 PV 0.3 Pipe: 12 -55.3 1.810 PL 10.50 PF 1.2 11 23.3 0.0 32.0 0.0 6.9 120 FTG T PE 0.0 10 23.3 0.0 33.2 0.0 0.060 TL 20.50 PV 0.3 Pipe: 13 -51.5 1.810 PL 13.50 PF 1.5 8 23.3 0.0 31.7 0.0 6.4 120 FTG ET PE 0.0 7 23.3 0.0 33.2 0.0 0.053 TL 28.50 PV 0.3 Page 3 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/13/12 JOB TITLE: GARAGE.TXT 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 -55.3 1.810 PL 0.50 PF 0.0 10 23.3 0.0 33.2 0.0 6.9 120 FTG ---- PE 0.0 7 23.3 0.0 33.2 0.0 0.060 TL 0.50 PV 0.3 Pipe: 15 -106.9 1.810 PL 12.77 PF 5.6 7 23.3 0.0 33.2 0.0 13.3 120 FTG 3E PE 0.0 6 23.3 0.0 38.9 0.0 0.203 TL 27.77 PV 1.2 Pipe: 16 -106.9 1.810 PL 5.79 PF 4.4 6 23.3 0.0 38.9 0.0 13.3 120 FTG EC PE 0.9 5 21.2 0.0 44.2 0.0 0.203 TL 21.79 PV 1.2 Pipe: 17 FIXED PRESSURE LOSS DEVICE 4 21.2 0.0 57.2 0.0 13.0 psi, 106.9 gpm 5 21.2 0.0 44.2 0.0 Pipe: 18 -106.9 1.810 PL 2.46 PF 3.7 4 21.2 0.0 57.2 0.0 13.3 120 FTG EC PE 1.0 3 19.0 0.0 61.9 0.0 0.203 TL 18.46 PV 1.2 Pipe: 19 FIRE PUMP Rating: 110.0 gpm @ 46.0 psi 2 19.0 0.0 15.9 0.0 Avail.: 106.9 gpm @ 46.0 psi 3 19.0 0.0 61.9 0.0 Req'd.: 106.9 gpm @ 46.0 psi Pipe: 20 -106.9 1.985 PL 200.00 PF 20.5 2 19.0 0.0 15.9 0.0 11.1 150 FTG 3ETG PE 2.2 1 24.0 SRCE 34.2 (N/A) 0.086 TL 239.29 PV 0.8 Pipe: 21 0.0 1.055 PL 9.25 PF 0.0 104 22.8 0.0 33.4 0.0 0.0 150 FTG ET PE 0.2 20 23.3 0.0 33.2 0.0 0.000 TL 19.83 PV 0.0 Pipe: 22 0.0 1.810 PL 0.50 PF 0.0 20 23.3 0.0 33.2 0.0 0.0 120 FTG ---- PE 0.0 19 23.3 0.0 33.2 0.0 0.000 TL 0.50 PV 0.0 Pipe: 23 0.0 1.055 PL 2.33 PF 0.0 105 22.8 0.0 33.4 0.0 0.0 150 FTG 2ET PE 0.2 19 23.3 0.0 33.2 0.0 0.000 TL 15.93 PV 0.0 Pipe: 24 0.0 1.810 PL 6.79 PF 0.0 19 23.3 0.0 33.2 0.0 0.0 120 FTG ---- PE 0.0 18 23.3 0.0 33.2 0.0 0.000 TL 6.79 PV 0.0 Pipe: 25 0.0 1.055 PL 9.25 PF 0.0 106 22.8 0.0 33.4 0.0 0.0 150 FTG ET PE 0.2 18 23.3 0.0 33.2 0.0 0.000 TL 19.83 PV 0.0 Pipe: 26 0.0 1.810 PL 0.50 PF 0.0 18 23.3 0.0 33.2 0.0 0.0 120 FTG ---- PE 0.0 17 23.3 0.0 33.2 0.0 0.000 TL 0.50 PV 0.0 Page 4 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 12/13/12 JOB TITLE: GARAGE.TXT 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 1.055 PL 2.33 PF 0.0 107 22.8 0.0 33.4 0.0 0.0 150 FTG 2ET PE 0.2 17 23.3 0.0 33.2 0.0 0.000 TL 15.93 PV 0.0 Pipe: 28 0.0 1.810 PL 18.46 PF 0.0 17 23.3 0.0 33.2 0.0 0.0 120 FTG ---- PE 0.0 10 23.3 0.0 33.2 0.0 0.000 TL 18.46 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 416J187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.000 gpm and a maximum imbalance at any node of 0.007 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 13.3 ft/sec at pipe 18. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G S D Ell Tee LngEll ChkVlv BfyVlv GatVlv 45Ell DPVlv Page 5 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 12/13/12 JOB TITLE: GARAGE.TXT WATER SUPPLY CURVE 60+ | | | 55+ | | | 50+ | * \ 45\ \ \ \ P 40+0 R |\ E |\ S |\ S 35+\ U |X R | \ E | \ 30+ \ ( | \ P | \ S | \ I 25+ \ ) | \ | \ | \ 20+ \ | \ | \ | \ 15+ \ | \ | \ |==============================\ 10+ \ LEGEND " | \ " | X = Required Water Supply\ " | \4.19 psi @ 106.9 gpm " 5+ \ " | 0 = Available Water Supply\ " | 40.06 psi @ 106.9 gpm* "3.0 psi @ 273 gpm" | Flow Test Point " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Page 6 CALCULATIONS.txt HYDRAULIC CALCULATIONS FOR 2358 Garmish Residence Vail, COLORADO 81657 DATE: 12-13-2012 FILE: GARMISH.SDF "RESIDENTIAL CALCULATION" -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT/Residential PRESSURE REQUIRED FOR SYSTEM: 32.5 psi (FROM CITY) PRESSURE AVAILABLE FOR SYSTEM: 40.6 psi (FROM CITY) SAFETY: 8.1 psi (20.2%) NUMBER OF SPRINKLERS CALCULATED: 4 HEADS TOTAL SPRINKLER WATER FLOW REQUIRED: 273.0 gpm TOTAL WATER REQUIRED (including hose): 273.0 gpm PRESSURE (@ BOR): 15.5 psi NAME OF CONTRACTOR: Castle Fire Sprinklers, Inc. DESIGN/LAYOUT BY: E. Schumacher AUTHORITY HAVING JURISDICTION: TOWN OF VAIL STATE OF COLORAD CONTRACTOR CERTIFICATION NUMBER: 938 TOWN OF VAIL CONTRACTOR CERTIFICATION NUMBER: 735 Page 7 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 12/13/12 C:\GARMISH JOB TITLE: RESIDENTIAL.TXT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 48.0 3.0 273.0 40.6 103.2 32.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 103.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 24.0 SOURCE 32.5 103.2 2 19.0 - - - - 15.5 - - - 3 19.0 - - - - 61.5 - - - 4 21.2 - - - - 57.0 - - - 5 21.2 - - - - 44.0 - - - 6 23.3 - - - - 39.0 - - - 7 23.3 - - - - 33.7 - - - 8 23.3 - - - - 33.7 - - - 9 34.5 - - - - 28.8 - - - 10 23.3 - - - - 33.6 - - - 11 23.3 - - - - 33.6 - - - 12 34.5 - - - - 28.8 - - - 13 34.5 - - - - 28.8 - - - 14 34.5 - - - - 28.8 - - - 15 34.5 - - - - 28.8 - - - 16 34.5 - - - - 28.8 - - - 17 2.3 - - - - 39.2 - - - 18 23.3 - - - - 30.1 - - - 19 23.3 - - - - 29.7 - - - 20 23.3 - - - - 29.7 - - - 100 34.5 - - - - 28.8 - - - 101 41.0 - - - - 26.0 - - - 102 36.5 - - - - 27.9 - - - 103 41.0 - - - - 26.0 - - - 104 22.8 K= 4.90 27.3 25.6 105 22.8 K= 4.90 27.8 25.8 106 22.8 K= 4.90 27.6 25.8 107 22.8 K= 4.90 28.2 26.0 Page 8 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 12/13/12 JOB TITLE: RESIDENTIAL.TXT 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 0.0 1.055 PL 0.42 PF 0.0 100 34.5 0.0 28.8 0.0 0.0 150 FTG T PE 0.0 16 34.5 0.0 28.8 0.0 0.000 TL 7.98 PV 0.0 Pipe: 2 0.0 1.055 PL 7.42 PF 0.0 101 41.0 0.0 26.0 0.0 0.0 150 FTG 2ET PE 2.8 15 34.5 0.0 28.8 0.0 0.000 TL 21.02 PV 0.0 Pipe: 3 0.0 1.055 PL 2.42 PF 0.0 102 36.5 0.0 27.9 0.0 0.0 150 FTG ET PE 0.9 14 34.5 0.0 28.8 0.0 0.000 TL 13.00 PV 0.0 Pipe: 4 -0.0 1.055 PL 7.42 PF 0.0 103 41.0 0.0 26.0 0.0 0.0 150 FTG 2ET PE 2.8 13 34.5 0.0 28.8 0.0 0.000 TL 21.02 PV 0.0 Pipe: 5 -4.9 1.810 PL 0.50 PF 0.0 15 34.5 0.0 28.8 0.0 0.6 120 FTG ---- PE 0.0 16 34.5 0.0 28.8 0.0 0.001 TL 0.50 PV 0.0 Pipe: 6 -4.9 1.810 PL 7.79 PF 0.0 16 34.5 0.0 28.8 0.0 0.6 120 FTG 2E PE 0.0 9 34.5 0.0 28.8 0.0 0.001 TL 17.79 PV 0.0 Pipe: 7 -4.9 1.810 PL 11.12 PF 0.0 9 34.5 0.0 28.8 0.0 0.6 120 FTG E PE 4.9 8 23.3 0.0 33.7 0.0 0.001 TL 16.12 PV 0.0 Pipe: 8 4.9 1.810 PL 9.21 PF 0.0 15 34.5 0.0 28.8 0.0 0.6 120 FTG ---- PE 0.0 14 34.5 0.0 28.8 0.0 0.001 TL 9.21 PV 0.0 Pipe: 9 4.9 1.810 PL 0.50 PF 0.0 14 34.5 0.0 28.8 0.0 0.6 120 FTG ---- PE 0.0 13 34.5 0.0 28.8 0.0 0.001 TL 0.50 PV 0.0 Pipe: 10 4.9 1.810 PL 7.54 PF 0.0 13 34.5 0.0 28.8 0.0 0.6 120 FTG 2E PE 0.0 12 34.5 0.0 28.8 0.0 0.001 TL 17.54 PV 0.0 Pipe: 11 4.9 1.810 PL 11.12 PF 0.0 12 34.5 0.0 28.8 0.0 0.6 120 FTG E PE 4.9 11 23.3 0.0 33.6 0.0 0.001 TL 16.12 PV 0.0 Pipe: 12 4.9 1.810 PL 10.50 PF 0.0 11 23.3 0.0 33.6 0.0 0.6 120 FTG T PE 0.0 10 23.3 0.0 33.6 0.0 0.001 TL 20.50 PV 0.0 Pipe: 13 -4.9 1.810 PL 13.50 PF 0.0 8 23.3 0.0 33.7 0.0 0.6 120 FTG ET PE 0.0 7 23.3 0.0 33.7 0.0 0.001 TL 28.50 PV 0.0 Page 9 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 12/13/12 JOB TITLE: RESIDENTIAL.TXT 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 -98.3 1.810 PL 0.50 PF 0.1 10 23.3 0.0 33.6 0.0 12.3 120 FTG ---- PE 0.0 7 23.3 0.0 33.7 0.0 0.174 TL 0.50 PV 1.0 Pipe: 15 -103.2 1.810 PL 12.77 PF 5.3 7 23.3 0.0 33.7 0.0 12.9 120 FTG 3E PE 0.0 6 23.3 0.0 39.0 0.0 0.190 TL 27.77 PV 1.1 Pipe: 16 -103.2 1.810 PL 5.79 PF 4.1 6 23.3 0.0 39.0 0.0 12.9 120 FTG EC PE 0.9 5 21.2 0.0 44.0 0.0 0.190 TL 21.79 PV 1.1 Pipe: 17 FIXED PRESSURE LOSS DEVICE 4 21.2 0.0 57.0 0.0 13.0 psi, 103.2 gpm 5 21.2 0.0 44.0 0.0 Pipe: 18 -103.2 1.810 PL 2.46 PF 3.5 4 21.2 0.0 57.0 0.0 12.9 120 FTG EC PE 1.0 3 19.0 0.0 61.5 0.0 0.190 TL 18.46 PV 1.1 Pipe: 19 FIRE PUMP Rating: 110.0 gpm @ 46.0 psi 2 19.0 0.0 15.5 0.0 Avail.: 103.2 gpm @ 46.0 psi 3 19.0 0.0 61.5 0.0 Req'd.: 103.2 gpm @ 46.0 psi Pipe: 20 -103.2 1.985 PL 200.00 PF 19.2 2 19.0 0.0 15.5 0.0 10.7 150 FTG 3ETG PE 2.2 1 24.0 SRCE 32.5 (N/A) 0.080 TL 239.29 PV 0.8 Pipe: 21 -25.6 1.055 PL 9.25 PF 2.6 104 22.8 4.9 27.3 25.6 9.4 150 FTG ET PE 0.2 20 23.3 0.0 29.7 0.0 0.132 TL 19.83 PV 0.6 Pipe: 22 -25.6 1.810 PL 0.50 PF 0.0 20 23.3 0.0 29.7 0.0 3.2 120 FTG ---- PE 0.0 19 23.3 0.0 29.7 0.0 0.014 TL 0.50 PV 0.1 Pipe: 23 -25.8 1.055 PL 2.33 PF 2.1 105 22.8 4.9 27.8 25.8 9.5 150 FTG 2ET PE 0.2 19 23.3 0.0 29.7 0.0 0.134 TL 15.93 PV 0.6 Pipe: 24 -51.4 1.810 PL 6.79 PF 0.4 19 23.3 0.0 29.7 0.0 6.4 120 FTG ---- PE 0.0 18 23.3 0.0 30.1 0.0 0.052 TL 6.79 PV 0.3 Pipe: 25 -25.8 1.055 PL 9.25 PF 2.7 106 22.8 4.9 27.6 25.8 9.5 150 FTG ET PE 0.2 18 23.3 0.0 30.1 0.0 0.134 TL 19.83 PV 0.6 Pipe: 26 -77.2 1.810 PL 0.50 PF 0.1 18 23.3 0.0 30.1 0.0 9.6 120 FTG ---- PE 9.1 17 2.3 0.0 39.2 0.0 0.111 TL 0.50 PV 0.6 Page 10 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 12/13/12 JOB TITLE: RESIDENTIAL.TXT 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 -26.0 1.055 PL 2.33 PF 2.2 107 22.8 4.9 28.2 26.0 9.5 150 FTG 2ET PE 8.9 17 2.3 0.0 39.2 0.0 0.136 TL 15.93 PV 0.6 Pipe: 28 -103.2 1.810 PL 18.46 PF 3.5 17 2.3 0.0 39.2 0.0 12.9 120 FTG ---- PE 9.1 10 23.3 0.0 33.6 0.0 0.190 TL 18.46 PV 1.1 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 416J187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) 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 0.088 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 28. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G S D Ell Tee LngEll ChkVlv BfyVlv GatVlv 45Ell DPVlv Page 11 CALCULATIONS.txt SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 12/13/12 JOB TITLE: RESIDENTIAL.TXT WATER SUPPLY CURVE 60+ | | | 55+ | | | 50+ | * \ 45\ \ \ \ P 40+0 R |\ E |\ S |\ S 35+\ U |\ R |X\ E | \ 30+ \ ( | \ P | \ S | \ I 25+ \ ) | \ | \ | \ 20+ \ | \ | \ | \ 15+ \ | \ | \ |==============================\ 10+ \ LEGEND " | \ " | X = Required Water Supply\ " | \2.52 psi @ 103.2 gpm " 5+ \ " | 0 = Available Water Supply\ " | 40.56 psi @ 103.2 gpm* <3.0 psi" Page 12