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HomeMy WebLinkAboutF10-0071 Hydraulic Calcs Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Date 06/14/10 Address: 416 Vail Valley Drive File # Suite 7 Vail, Colorado Index 105 Calculation Area: Suite 7 Design Criteria Occupancy Classification: Residential Construction Combustible Non Combustible Density: .10 min density Area of Operation: N/A Area per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 4 head Hose Allowance Domestic Allowance 0 gpm inside 0 gpm 100 gpm outside Water Supply Sprinklers Static 130 psi Make: Viking Freedom Concealed Residual 125 psi Size: 7/16” K=4.90 Flow 3415 gpm Temp: 140° Calculation Summary Total Sprinkler Water Flow: 110.5 gpm Flow & Pressure: (at base of riser): 110.5 gpm @93.2 psi (at city connection): 210.5 gpm @108.0 psi Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining 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 130.0 125.0 3415.0 130.0 210.5 108.0 Required pressure is 21.9 psi (17%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 210.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 110.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29.0 K= 4.71 35.4 28.0 2 29.0 K= 4.71 30.2 25.9 3 29.0 K= 4.71 29.5 25.6 4 29.0 ----30.6 ---5 29.0 ----37.4 ---6 29.0 K= 4.71 43.4 31.0 7 29.0 ----44.9 ---8 29.0 ----57.1 ---9 29.0 ----72.2 ---114 29.0 ----73.5 ---115 29.0 ----76.7 ---117 29.0 ----77.9 ---118 29.0 ----78.1 ---119 29.0 ----78.5 ---120 17.8 ----83.6 ---128 17.8 17.8 ----84.5 ---129 17.8 ----85.1 ---130 9.0 ----89.2 ---131 9.0 ----89.6 ---TOR 9.0 ----90.5 ---BOR 3.0 ----93.2 ---BFD 3.0 ----93.2 ---BFS 3.0 ----106.2 ---UG1 0.0 ----107.9 ---S 0.0 SOURCE 108.0 110.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -28.0 1.055 PL 10.17 PF 2.1 1 29.0 4.7 35.4 28.0 10.3 150 FTG E PE 0.0 5 29.0 0.0 37.4 0.0 0.156 TL 13.17 PV Pipe: 2 -25.9 1.055 PL 3.08 PF 0.4 2 29.0 4.7 30.2 25.9 9.5 150 FTG ----PE 0.0 4 29.0 0.0 30.6 0.0 0.135 TL 3.08 PV Pipe: 3 -25.6 1.055 PL 0.33 PF 1.0 3 29.0 4.7 29.5 25.6 9.4 150 FTG T PE 0.0 4 29.0 0.0 30.6 0.0 0.132 TL 7.83 PV Pipe: 4 -51.5 1.055 PL 6.75 PF 6.9 4 29.0 0.0 30.6 0.0 18.9 150 FTG T PE 0.0 5 29.0 0.0 37.4 0.0 0.481 TL 14.25 PV Pipe: 5 -79.5 1.055 PL 6.92 PF 7.4 5 29.0 0.0 37.4 0.0 29.2 150 FTG ----PE 0.0 7 29.0 0.0 44.9 0.0 1.075 TL 6.92 PV Pipe: 6 -31.0 1.055 PL 0.50 PF 1.5 6 29.0 4.7 43.4 31.0 11.4 150 FTG T PE 0.0 7 29.0 0.0 44.9 0.0 0.189 TL 8.00 PV Pipe: 7 -110.5 1.055 PL 6.17 PF 12.2 7 29.0 0.0 44.9 0.0 40.6 150 FTG ----PE 0.0 8 29.0 0.0 57.1 0.0 1.978 TL 6.17 PV Pipe: 8 -110.5 1.291 PL 20.42 PF 15.1 8 29.0 0.0 57.1 0.0 27.1 150 FTG ----PE 0.0 9 29.0 0.0 72.2 0.0 0.740 TL 20.42 PV Pipe: 9 -110.5 2.203 PL 16.00 PF 1.3 9 29.0 0.0 72.2 0.0 9.3 120 FTG ----PE 0.0 114 29.0 0.0 73.5 0.0 0.083 TL 16.00 PV Pipe: 10 -110.5 2.203 PL 24.67 PF 3.2 114 29.0 0.0 73.5 0.0 9.3 120 FTG 2E PE 0.0 115 29.0 0.0 76.7 0.0 0.083 TL 38.27 PV Pipe: 11 -110.5 2.203 PL 1.17 PF 1.2 115 29.0 0.0 76.7 0.0 9.3 120 FTG T PE 0.0 117 29.0 0.0 77.9 0.0 0.083 TL 14.77 PV Pipe: 12 -110.5 3.334 PL 3.54 PF 0.2 117 29.0 0.0 77.9 0.0 4.1 120 FTG E PE 0.0 118 29.0 0.0 78.1 0.0 0.011 TL 14.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -110.5 3.334 PL 1.71 PF 0.4 118 29.0 0.0 78.1 0.0 4.1 120 FTG ETG PE 0.0 119 29.0 0.0 78.5 0.0 0.011 TL 36.21 PV Pipe: 14 -110.5 3.334 PL 11.21 PF 0.2 119 29.0 0.0 78.5 0.0 4.1 120 FTG E PE 4.9 120 17.8 0.0 83.6 0.0 0.011 TL 21.71 PV Pipe: 15 -110.5 3.334 PL 39.96 PF 1.0 120 17.8 0.0 83.6 0.0 4.1 120 FTG 2ETL PE 0.0 128 17.8 0.0 84.5 0.0 0.011 TL 87.96 PV Pipe: 16 -110.5 3.334 PL 18.67 PF 0.6 128 17.8 0.0 84.5 0.0 4.1 120 FTG 3E PE 0.0 129 17.8 0.0 85.1 0.0 0.011 TL 50.17 PV Pipe: 17 -110.5 3.334 PL 14.00 PF 0.3 129 17.8 0.0 85.1 0.0 4.1 120 FTG E PE 3.8 130 9.0 0.0 89.2 0.0 0.011 TL 24.50 PV Pipe: 18 -110.5 3.334 PL 29.79 PF 0.4 130 9.0 0.0 89.2 0.0 4.1 120 FTG E PE 0.0 131 9.0 0.0 89.6 0.0 0.011 TL 40.29 PV PV Pipe: 19 -110.5 3.334 PL 35.75 PF 0.9 131 9.0 0.0 89.6 0.0 4.1 120 FTG 4EL PE 0.0 TOR 9.0 0.0 90.5 0.0 0.011 TL 82.25 PV Pipe: 20 -110.5 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 90.5 0.0 2.4 120 FTG T PE 2.6 BOR 3.0 0.0 93.2 0.0 0.003 TL 34.90 PV Pipe: 21 -110.5 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 93.2 0.0 2.4 120 FTG ----PE 0.0 BFD 3.0 0.0 93.2 0.0 0.003 TL 1.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 106.2 0.0 13.0 psi, 110.5 gpm BFD 3.0 0.0 93.2 0.0 Pipe: 23 -110.5 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 106.2 0.0 2.7 140 FTG 4ET PE 1.3 UG1 0.0 0.0 107.9 0.0 0.003 TL 128.50 PV Pipe: 24 -110.5 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 107.9 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 108.0 (N/A) 0.000 TL 334.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.071 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 40.6 ft/sec at pipe 7. (4) PIPE FITTINGS TABLE Pipe Table Name: ALLSTATE.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 4.095 14.40 28.90 8.70 31.80 17.30 2.90 6.275 22.00 47.10 14.10 50.20 15.70 4.70 PAGE: I MATERIAL: Cppr_M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LTE ChkVa BFVa GateVa 1.055 3.00 7.50 3.00 7.50 9.00 1.50 1.291 4.50 9.00 3.00 10.50 9.00 1.50 PAGE: N MATERIAL: ED_FLW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45 ChkVa BflyVa GateVa 2.203 6.80 13.60 2.70 15.00 8.20 1.40 0.00 0.00 3.334 10.50 22.50 4.50 24.00 15.00 1.50 0.00 0.00 4.310 13.90 27.90 5.60 30.70 16.70 2.80 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining WATER SUPPLY ANALYSIS Static: 130.00 psi Resid: 125.00 psi Flow: 3415.0 gpm -14.7 0.0 28.0 56.0 84.0 112.0 140.0 800 1200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) GAUGEPRESSURE(psi) 1 A 2 B LEGEND 1 Available pressure 129.97 psi @210.5 gpm 2 Required pressure 108.05 psi @210.5 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/14/2010 F:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 7.SDF JOB TITLE: Ramshorn Condos -Suite 7 -Kitchen/Dining Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor ---------------------------------------------------- -------------------1 4.90 7.00 0.811 1.21 E 4.21 150.00 4.71