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HomeMy WebLinkAboutTHEATER REV CALCS stamped Frontier Fire Protection Page 1 07-3383-2 THEATER-2 Date HYDRAUUC CALCULATIONS for Project name: SOLARIS THEATER Location: LEVEL 2 NORTHWEST Drawing no: Date: 01-21-10 M i c h a e I Digitally signed by Michael McGee DN:cn=Michael McGee,o=Vail Design Fire&Emergency Services, Remote area number: 1 ou=Deputy Chief, Remote area location: AUDITORIUM#3 M c G e e email=mmcgee@vailgov.com, �=us Occupancy classification: ORDINARY HAZARD Date:2010.02.2512:30:16-07�00� Density: .20 - Gpm/SqFt Area of application: 1561 - SqFt Coverage persprinkler: 130 - SqFt Type of sprinklers calculated: Q.R. K-5.6 No. of sprinklers calculated: 15 In-rack demand: N/A- G P M Hose streams: 250 - GPM Total water required(including hose streams): 650.91 - GPM @ 14.33 - Psi Type of system: W ET Volume of dry or preaction system: N/A- Gal Water supply information Date: 01-21-10 Location: LVL 3 PUMP ROOM Source: REF SOLARIS CORE &SHELL CALCULATIONS Name of contractor: FRONTIER FIRE PROTECTION Address: 2617 W. HOLDEN PL. DENVER, CO. 80204 Phone number: 303-629-0221 Name of designer: SHANE PARRIOTT Authority having jurisdiction: T.O.V. Notes:(Include peaking information or gridded systems here.) Water Supply Curve (C) Frontier Fire Protection Page 2 07-3383-2 THEATER-2 Date City Water Supply: Pump Data: Demand: C1 - Stat�c Pressure : 123 P1 - Pump Churn Pressure : 96.6 D1 - Elevation : -3.573 C2 - Residual Pressure: 118 P2 - Pump Rated Pressure : 84 D2 - System Flow : 400.915 C2 - Residual Flow : 1300 P2 - Pump Rated Flow : 1000 D2 - System Pressure : 94.618 P3 - Pump Pressure C� Max Flow : 54.6 Hose ( Adj City) � City Water Adjusted to Pump Inlet P3 - Pump Max Flow : 1500 Hose ( Demand ) : 250 for Pf- Elev - Hose Flow City Residual Flow @ 0 = 7341.76 D3 - System Demand : 650.915 A1 - Adjusted Static: 114.500 City Residual Flow @ 20 = 6670.25 Safety Margin : 107.274 A2 - Adj Resid : 102.738 @ 1000 City Water @ 150% of Pump = 116.48 A3 - Adj Resid : 89.015 @ 1500 300 280 260 P 240 R 220 E 200 A2 + P2 S 180 S 160 A3 + P3 � 140 C1 C2 R 120 � E 100 A1 80 3 60 40 20 20�1400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Frontier Fire Protection Page 3 07-3383-2 THEATER-2 Date Fitting Legend Abbrev. Name '/z 3/a 1 1'/a 1'/z 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 H 45'Grvd-Vic Elbow#11 0 0 1 1.5 2 2 3 3 3.5 3.5 4.5 5 6.5 8.5 10 18 20 23 25 30 I 90'Grvd-Vic Elbow#10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Grv Vic#20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zif Wilkins 375A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with `. The fittings marked with a� show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a�will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Frontier Fire Protection Page 4 07-3383-2 THEATER-2 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 2.71 5.6 21.56 na 26.0 0.2 130 7.0 EQ01 5.75 21.94 na DP02 2.71 5.6 21.56 na 26.0 0.2 130 7.0 EQ02 5.75 20.88 na 1 18.75 K=K@ EQ01 21.94 na 26.0 2 18.75 K=K@ EQ01 22.46 na 26.31 4 18.75 K=K@ EQ02 22.23 na 26.83 3 18.75 24.02 na 5 17.5 26.46 na 6 17.5 26.55 na 7 17.5 26.86 na 8 17.5 27.53 na 9 17.5 28.36 na 10 17.5 28.86 na 11 17.5 37.8 na 12 45.67 47.83 na 250.0 F2-2 34.16 60.39 na F-2 22.75 72.83 na F-1 16.04 85.4 na F 28.0 92.12 na PMPO 27.0 94.62 na PMPI 27.0 108.34 na BKFL 28.0 108.04 na U-1 23.0 120.0 na U-2 23.0 122.71 na TEST 27.0 121.61 na 13 18.75 K=K@ EQ01 22.02 na 26.05 14 18.75 K=K@ EQ01 22.54 na 26.35 16 18.75 K=K@ EQ02 22.31 na 26.87 15 18.75 24.1 na 17 18.75 K=K@ EQ01 22.28 na 26.2 18 18.75 K=K@ EQ01 22.81 na 26.51 20 18.75 K=K@ EQ02 22.58 na 27.03 19 18.75 24.39 na 21 18.75 K=K@ EQ01 22.85 na 26.53 22 18.75 K=K@ EQ01 23.39 na 26.85 24 18.75 K=K@ EQ02 23.15 na 27.38 23 18.75 25.01 na 25 18.75 K=K@ EQ01 23.56 na 26.94 26 18.75 K=K@ EQ01 24.12 na 27.26 28 18.75 K=K@ EQ02 23.87 na 27.8 27 18.75 25.78 na The maximum velocity is 25.02 and it occurs in the pipe between nodes 12 and F2-2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Frontier Fire Protection Page 5 07-3383-2 THEATER-2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP01 26.00 1.049 iT 5.0 3.040 21.556 K Factor = 5.60 to 120.0 0.0 5.000 -1.317 EQ01 26.0 0.2114 0.0 8.040 1.700 Vel = 9.65 0.0 26.00 21.939 K Factor= 5.55 DP02 26.00 1.049 0.0 3.040 21.556 K Factor= 5.60 to 120.0 0.0 0.0 -1.317 EQ02 26.0 0.2115 0.0 3.040 0.643 Vel = 9.65 0.0 26.00 20.882 K Factor= 5.69 1 26.00 1.38 0.0 9.420 21.939 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 2 26.0 0.0556 0.0 9.420 0.524 Vel = 5.58 2 26.31 1.61 1 T 8.0 8.260 22.463 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 3 52.31 0.0957 0.0 16.260 1.556 Vel = 8.24 0.0 52.31 24.019 K Factor= 10.67 4 26.82 1.049 1 T 5.0 0.990 22.229 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 3 26.82 0.2240 0.0 7.990 1.790 Vel = 9.96 3 52.31 1.61 1 T 8.0 1.250 24.019 to 120.0 0.0 8.000 0.541 5 79.13 0.2058 0.0 9.250 1.904 Vel = 12.47 5 0.0 3.26 0.0 13.580 26.464 to 120.0 0.0 0.0 0.0 6 79.13 0.0066 0.0 13.580 0.090 Vel = 3.04 6 79.28 3.26 0.0 13.000 26.554 to 120.0 0.0 0.0 0.0 7 158.41 0.0239 0.0 13.000 0.311 Vel = 6.09 7 79.75 3.26 0.0 13.000 26.865 to 120.0 0.0 0.0 0.0 8 238.16 0.0508 0.0 13.000 0.661 Vel = 9.15 8 80.75 3.26 0.0 9.500 27.526 to 120.0 0.0 0.0 0.0 9 318.91 0.0873 0.0 9.500 0.829 Vel = 12.26 9 82.01 3.26 0.0 3.800 28.355 to 120.0 0.0 0.0 0.0 10 400.92 0.1334 0.0 3.800 0.507 Vel = 15.41 10 0.0 3.26 2T 40.319 26.750 28.862 to 120.0 0.0 40.319 0.0 11 400.92 0.1333 0.0 67.069 8.942 Vel = 15.41 11 0.0 3.26 5T 100.796 56.500 37.804 to 120.0 1 E 9.408 110.204 -12.200 12 400.92 0.1333 0.0 166.704 22.227 Vel = 15.41 12 250.00 3.26 0.0 23.167 47.831 Qa = 250 to 120.0 0.0 0.0 4.985 F2-2 650.92 0.3268 0.0 23.167 7.571 Vel = 25.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Frontier Fire Protection Page 6 07-3383-2 THEATER-2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F2-2 0.0 4.26 31 27.651 20.000 60.387 to 120.0 1 B 15.8 64.518 4.942 F-2 650.92 0.0888 1 J 21.067 84.518 7.506 Vel = 14.65 F-2 0.0 4.26 1 H 4.608 95.000 72.835 to 120.0 11 9.217 13.825 2.906 F-1 650.92 0.0888 0.0 108.825 9.664 Vel = 14.65 F-1 0.0 4.26 11 9.217 49.500 85.405 to 120.0 1 H 4.608 50.692 -2.180 * Fixed loss = 3 F 650.92 0.0888 1 J 21.067 100.192 8.898 Vel = 14.65 1B 15.8 1 Fsp 0.0 _ F 0.0 6.357 1 Fsp 0.0 6.000 92.123 to 120.0 1 B 12.573 77.955 1.433 * Fixed loss = 1 PMPO 650.92 0.0126 21 25.147 83.955 1.062 Vel = 6.58 1 S 40.235 0.0 650.92 94.618 K Factor= 66.92 System Demand Pressure 94.618 Safety Margin 107.274 Continuation Pressure 201.892 Pressure�a Pump Outlet 201.892 Pressure From Pump Curve -93.550 Pressure @ Pump Inlet 108.342 PMPI 0.0 8.249 21 30.537 6.000 108.342 to 120.0 0.0 30.537 -0.433 BKFL 650.92 0.0035 0.0 36.537 0.129 Vel = 3.91 BKFL 0.0 8.249 31 45.806 6.000 108.038 to 120.0 1 Zif 0.0 45.806 11.782 * Fixed loss = 9.616 U-1 650.92 0.0036 0.0 51.806 0.184 Vel = 3.91 U-1 0.0 8.249 251 381.714 363.500 120.004 to 120.0 2H 15.269 396.983 0.0 U-2 650.92 0.0036 0.0 760.483 2.704 Vel = 3.91 U-2 0.0 8.27 1 E 28.468 150.000 122.708 to 140.0 1 G 6.326 90.148 -1.732 TEST 650.92 0.0026 1 T 55.354 240.148 0.633 Vel = 3.89 0.0 650.92 121.609 K Factor= 59.03 13 26.05 1.38 0.0 9.420 22.016 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 14 26.05 0.0558 0.0 9.420 0.526 Vel = 5.59 14 26.35 1.61 1 T 8.0 8.260 22.542 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 15 52.4 0.0960 0.0 16.260 1.561 Vel = 8.26 0.0 52.40 24.103 K Factor = 10.67 16 26.87 1.049 1 T 5.0 0.990 22.307 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 15 26.87 0.2248 0.0 7.990 1.796 Vel = 9.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Frontier Fire Protection Page 7 07-3383-2 THEATER-2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 52.40 1.61 1 T 8.0 1.250 24.103 to 120.0 0.0 8.000 0.541 6 79.27 0.2065 0.0 9.250 1.910 Vel = 12.49 0.0 79.27 26.554 K Factor= 15.38 17 26.20 1.38 0.0 9.420 22.283 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 18 26.2 0.0564 0.0 9.420 0.531 Vel = 5.62 18 26.52 1.61 1 T 8.0 8.260 22.814 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 19 52.72 0.0970 0.0 16.260 1.578 Vel = 8.31 0.0 52.72 24.392 K Factor= 10.67 20 27.03 1.049 1 T 5.0 0.990 22.577 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 19 27.03 0.2272 0.0 7.990 1.815 Vel = 10.03 19 52.72 1.61 1 T 8.0 1.250 24.392 to 120.0 0.0 8.000 0.541 7 79.75 0.2089 0.0 9.250 1.932 Vel = 12.57 0.0 79.75 26.865 K Factor= 15.39 21 26.53 1.38 0.0 9.420 22.849 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 22 26.53 0.0577 0.0 9.420 0.544 Vel = 5.69 22 26.85 1.61 1 T 8.0 8.260 23.393 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 23 53.38 0.0993 0.0 16.260 1.615 Vel = 8.41 0.0 53.38 25.008 K Factor= 10.67 24 27.38 1.049 1 T 5.0 0.990 23.150 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 23 27.38 0.2325 0.0 7.990 1.858 Vel = 10.16 23 53.38 1.61 1 T 8.0 1.250 25.008 to 120.0 0.0 8.000 0.541 8 80.76 0.2137 0.0 9.250 1.977 Vel = 12.73 0.0 80.76 27.526 K Factor = 15.39 25 26.94 1.38 0.0 9.420 23.560 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 26 26.94 0.0594 0.0 9.420 0.560 Vel = 5.78 26 27.26 1.61 1 T 8.0 8.260 24.120 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 27 54.2 0.1022 0.0 16.260 1.661 Vel = 8.54 0.0 54.20 25.781 K Factor= 10.67 28 27.80 1.049 1 T 5.0 0.990 23.869 K Factor @ node EQ02 to 120.0 1 E 2.0 7.000 0.0 27 27.8 0.2393 0.0 7.990 1.912 Vel = 10.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Frontier Fire Protection Page 8 07-3383-2 THEATER-2 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 54.20 1.61 1 T 8.0 1.250 25.781 to 120.0 0.0 8.000 0.541 9 82.0 0.2198 0.0 9.250 2.033 Vel = 12.92 0.0 82.00 28.355 K Factor= 15.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087