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HomeMy WebLinkAboutF10-0087 calcs Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Date 10/12/10 Address: 416 Vail Valley Drive File # Suite 16 Vail, Colorado Index 105 Calculation Area: Suite 16 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: 104.9 gpm Flow & Pressure: (at base of riser): 104.9 gpm @101.3 psi (at city connection): 204.9 gpm @116.0 psi Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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 3415.0 130.0 204.9 116.0 Required pressure is 13.9 psi (11%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 204.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 104.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 65.1 K= 4.72 29.4 25.6 2 65.5 K= 4.90 28.3 26.1 3 66.4 ----30.6 ---4 61.8 K= 4.74 30.4 26.1 5 64.7 K= 4.90 30.6 27.1 6 65.2 ----33.0 ---7 66.2 ----38.0 ---8 66.2 ----46.2 ---9 66.2 ----55.7 ---10 64.2 ----58.4 ---11 54.3 ----64.0 ---12 54.3 ----66.3 ---13 54.3 ----66.5 ---14 54.3 ----66.8 ---100 54.3 ----70.3 ---101 54.3 ----70.9 ---102 54.3 ----71.4 ---103 54.3 ----72.7 ---104 54.3 ----74.5 ---105 42.9 ----80.1 ---111 42.9 ----80.1 ---112 42.9 ----80.2 ---113 29.0 ----86.5 ---119 29.0 ----86.8 ---120 17.8 ----91.9 ---128 17.8 ----92.8 ---129 17.8 ----93.3 ---130 9.0 ----97.3 ---131 9.0 ----97.7 ---TOR 9.0 ----98.6 ---BOR 3.0 ----101.3 ---BFD 3.0 ----101.3 --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BFS 3.0 ----114.3 ---UG1 0.0 ----115.9 ---S 0.0 SOURCE 116.0 104.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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 -25.6 1.055 PL 10.17 PF 1.7 1 65.1 4.7 29.4 25.6 9.4 150 FTG E PE -0.6 3 66.4 0.0 30.6 0.0 0.132 TL 13.17 PV Pipe: 2 -26.1 0.811 PL 1.00 PF 2.7 2 65.5 4.9 28.3 26.1 16.2 150 FTG T PE -0.4 3 66.4 0.0 30.6 0.0 0.492 TL 5.50 PV Pipe: 3 -51.7 1.055 PL 6.08 PF 7.3 3 66.4 0.0 30.6 0.0 19.0 150 FTG 3E PE 0.1 7 66.2 0.0 38.0 0.0 0.485 TL 15.08 PV Pipe: 4 -26.1 1.055 PL 21.00 PF 4.1 4 61.8 4.7 30.4 26.1 9.6 150 FTG 3E PE -1.5 6 65.2 0.0 33.0 0.0 0.137 TL 30.00 PV Pipe: 5 -27.1 0.811 PL 0.50 PF 2.6 5 64.7 4.9 30.6 27.1 16.8 150 FTG T PE -0.2 6 65.2 0.0 33.0 0.0 0.529 TL 5.00 PV Pipe: 6 -53.2 1.055 PL 3.08 PF 5.4 6 65.2 0.0 33.0 0.0 19.5 150 FTG T PE -0.4 7 66.2 0.0 38.0 0.0 0.512 TL 10.58 PV Pipe: 7 -104.9 1.291 PL 7.75 PF 8.2 7 66.2 0.0 38.0 0.0 25.7 150 FTG E PE 0.0 8 66.2 0.0 46.2 0.0 0.672 TL 12.25 PV Pipe: 8 -104.9 1.527 PL 13.92 PF 9.5 8 66.2 0.0 46.2 0.0 18.4 150 FTG ET PE 0.0 9 66.2 0.0 55.7 0.0 0.297 TL 31.92 PV Pipe: 9 -104.9 2.009 PL 8.08 PF 1.8 9 66.2 0.0 55.7 0.0 10.6 150 FTG 2E PE 0.9 10 64.2 0.0 58.4 0.0 0.078 TL 23.08 PV Pipe: 10 -104.9 2.009 PL 9.88 PF 1.4 10 64.2 0.0 58.4 0.0 10.6 150 FTG E PE 4.3 11 54.3 0.0 64.0 0.0 0.078 TL 17.38 PV Pipe: 11 -104.9 2.009 PL 10.17 PF 2.3 11 54.3 0.0 64.0 0.0 10.6 150 FTG TL PE 0.0 12 54.3 0.0 66.3 0.0 0.078 TL 29.67 PV Pipe: 12 -104.9 2.009 PL 2.67 PF 0.2 12 54.3 0.0 66.3 0.0 10.6 150 FTG ----PE 0.0 13 54.3 0.0 66.5 0.0 0.078 TL 2.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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 -104.9 2.009 PL 4.00 PF 0.3 13 54.3 0.0 66.5 0.0 10.6 150 FTG ----PE 0.0 14 54.3 0.0 66.8 0.0 0.078 TL 4.00 PV Pipe: 14 -104.9 2.203 PL 32.33 PF 3.5 14 54.3 0.0 66.8 0.0 8.8 120 FTG 2E PE 0.0 100 54.3 0.0 70.3 0.0 0.075 TL 45.93 PV Pipe: 15 -104.9 2.203 PL 7.75 PF 0.6 100 54.3 0.0 70.3 0.0 8.8 120 FTG ----PE 0.0 101 54.3 0.0 70.9 0.0 0.075 TL 7.75 PV Pipe: 16 -104.9 2.203 PL 6.67 PF 0.5 101 54.3 0.0 70.9 0.0 8.8 120 FTG ----PE 0.0 102 54.3 0.0 71.4 0.0 0.075 TL 6.67 PV Pipe: 17 -104.9 2.203 PL 7.71 PF 1.3 102 54.3 0.0 71.4 0.0 8.8 120 FTG EL PE 0.0 103 54.3 0.0 72.7 0.0 0.075 TL 17.21 PV Pipe: 18 -104.9 2.203 PL 4.33 PF 1.9 103 54.3 0.0 72.7 0.0 8.8 120 FTG 3E PE 0.0 104 54.3 0.0 74.5 0.0 0.075 TL TL 24.73 PV Pipe: 19 -104.9 3.334 PL 16.42 PF 0.6 104 54.3 0.0 74.5 0.0 3.9 120 FTG 2EC PE 4.9 105 42.9 0.0 80.1 0.0 0.010 TL 61.42 PV Pipe: 20 -104.9 3.334 PL 0.42 PF 0.0 105 42.9 0.0 80.1 0.0 3.9 120 FTG ----PE 0.0 111 42.9 0.0 80.1 0.0 0.010 TL 0.42 PV Pipe: 21 -104.9 3.334 PL 0.67 PF 0.1 111 42.9 0.0 80.1 0.0 3.9 120 FTG E PE 0.0 112 42.9 0.0 80.2 0.0 0.010 TL 11.17 PV Pipe: 22 -104.9 3.334 PL 13.92 PF 0.2 112 42.9 0.0 80.2 0.0 3.9 120 FTG E PE 6.0 113 29.0 0.0 86.5 0.0 0.010 TL 24.42 PV Pipe: 23 -104.9 3.334 PL 13.67 PF 0.3 113 29.0 0.0 86.5 0.0 3.9 120 FTG 2E PE 0.0 119 29.0 0.0 86.8 0.0 0.010 TL 34.67 PV Pipe: 24 -104.9 3.334 PL 11.21 PF 0.2 119 29.0 0.0 86.8 0.0 3.9 120 FTG E PE 4.9 120 17.8 0.0 91.9 0.0 0.010 TL 21.71 PV Pipe: 25 -104.9 3.334 PL 39.96 PF 0.9 120 17.8 0.0 91.9 0.0 3.9 120 FTG 2ETL PE 0.0 128 17.8 0.0 92.8 0.0 0.010 TL 87.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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: 26 -104.9 3.334 PL 18.67 PF 0.5 128 17.8 0.0 92.8 0.0 3.9 120 FTG 3E PE 0.0 129 17.8 0.0 93.3 0.0 0.010 TL 50.17 PV Pipe: 27 -104.9 3.334 PL 14.00 PF 0.2 129 17.8 0.0 93.3 0.0 3.9 120 FTG E PE 3.8 130 9.0 0.0 97.3 0.0 0.010 TL 24.50 PV Pipe: 28 -104.9 3.334 PL 29.79 PF 0.4 130 9.0 0.0 97.3 0.0 3.9 120 FTG E PE 0.0 131 9.0 0.0 97.7 0.0 0.010 TL 40.29 PV Pipe: 29 -104.9 3.334 PL 35.75 PF 0.8 131 9.0 0.0 97.7 0.0 3.9 120 FTG 4EL PE 0.0 TOR 9.0 0.0 98.6 0.0 0.010 TL 82.25 PV Pipe: 30 -104.9 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 98.6 0.0 2.3 120 FTG T PE 2.6 BOR 3.0 0.0 101.3 0.0 0.003 TL 34.90 PV Pipe: 31 -104.9 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 101.3 0.0 2.3 120 FTG ----PE 0.0 BFD 3.0 0.0 101.3 0.0 0.003 TL 1.00 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 114.3 0.0 13.0 psi, 104.9 gpm BFD 3.0 0.0 101.3 0.0 Pipe: 33 -104.9 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 114.3 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 115.9 0.0 0.003 TL 128.50 PV Pipe: 34 -104.9 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 115.9 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 116.0 (N/A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.179 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.7 ft/sec at pipe 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room (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 0.811 3.00 4.50 1.50 7.50 9.00 1.50 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 1.527 6.00 12.00 3.00 13.50 9.00 1.50 2.009 7.50 15.00 4.50 16.50 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 7 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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 @204.9 gpm 2 Required pressure 116.04 psi @204.9 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/12/2010:\DWG\ALL STATE\RAMSHORN CONDOS\CALCULATIONS\SUITE 16.SDF JOB TITLE: Ramshorn Condos -Suite 16 -4 Head Calc. -Living Room 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 1.00 E 4.00 150.00 4.72 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 -----------------------------------------------------------------------4 4.90 7.00 0.811 0.50 E 3.50 150.00 4.74