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7 Head Calc 2HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413-642-3287 Job Name : Live 155 7 head calc Building : Location : 155 Pleasant Street System : Area # 2 Contract : 0292CMA Data File : 7 HEAD CALC Area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Live 155 7 head calc Date HYDRAULIC CALCULATIONS for Project name:Live 155 Location:155 Pleasant Street Drawing no: Date:1-19-17 Design Remote area number:Area # 2 Remote area location:Fourth Floor Corridor Occupancy classification:Light Hazard Density:.10 - Gpm/SqFt Area of application:7 Head Calc - SqFt Coverage per sprinkler:Varies - SqFt Type of sprinklers calculated:Reliable QR CConc Pendent No. of sprinklers calculated:7 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):215.02 - GPM @ 96.03 - Psi Type of system:Wet System Volume of dry or preaction system:N/A - Gal Water supply information Date:2-4-16 Location:Pleasant Street Source:Northampton city water system Name of contractor:Hampshire Fire Protection Address:507 Southampton Road Westfield, MA. Phone number:(413) 642-3287 Name of designer:SAS Authority having jurisdiction:Northampton Water Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage 2 Live 155 7 head calcDate 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 130 C2 - Residual Pressure: 122 C2 - Residual Flow : 1220 D1 - Elevation : 18.913 D2 - System Flow : 115.028 D2 - System Pressure : 96.032 Hose ( Demand ) : 100 D3 - System Demand : 215.028 Safety Margin : 33.646 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage 3 Live 155 7 head calcDate Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 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 00000111122345678101113 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 R *CPVC Coupling Tee - Run 11111122000000000000 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 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. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 4 Live 155 7 head calc Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 129.678 215.03 96.032 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 201 43.67 5.6 7.07 14.89 S11 44.42 7.05 202 44.42 7.35 H2 44.08 7.55 A2 44.08 7.67 H3 44.08 7.82 H4 44.08 8.42 H5 44.08 9.45 H6 44.08 11.07 H7 44.08 13.46 A3 44.08 25.99 A4 44.08 40.62 A5 44.08 46.69 D11 42.333 58.69 D12 42.333 65.48 J01 40.0 66.6 100.0 J02 10.5 79.86 ST4 10.5 81.29 ST5 9.667 81.78 RT1 9.667 81.87 RB1 2.0 88.49 RB2 2.0 94.5 RB3 2.0 94.88 TEST 0.0 96.03 203 43.67 5.6 7.0 14.82 S10 44.42 6.98 204 44.42 7.27 H1 44.08 7.47 A1 44.08 7.53 205 43.67 5.6 7.33 15.16 S12 44.42 7.32 206 44.42 7.62 207 43.67 5.6 7.87 15.71 S13 44.42 7.89 208 44.42 8.21 209 43.67 5.6 8.83 16.64 S14 44.42 8.88 210 44.42 9.24 211 43.67 5.6 10.32 17.99 S15 44.42 10.43 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 5 Live 155 7 head calc Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 212 44.42 10.85 213 43.67 5.6 12.53 19.82 S16 44.42 12.72 214 44.42 13.22 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 6 Live 155 7 head calc 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 201 14.89 1.101 N 7.0 0.750 7.071 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S11 14.89 0.0395 0.0 7.750 0.306 Vel = 5.02 S11 0.0 1.101 N 7.0 0.500 7.052 to 150.0 0.0 7.000 0.0 202 14.89 0.0393 0.0 7.500 0.295 Vel = 5.02 202 0.0 1.101 R 1.0 0.330 7.347 to 150.0 0.0 1.000 0.147 H2 14.89 0.0398 0.0 1.330 0.053 Vel = 5.02 H2 14.82 1.598 0.0 5.270 7.547 to 150.0 0.0 0.0 0.0 A2 29.71 0.0231 0.0 5.270 0.122 Vel = 4.75 A2 0.0 1.598 0.0 6.730 7.669 to 150.0 0.0 0.0 0.0 H3 29.71 0.0230 0.0 6.730 0.155 Vel = 4.75 H3 15.16 1.598 0.0 12.000 7.824 to 150.0 0.0 0.0 0.0 H4 44.87 0.0494 0.0 12.000 0.593 Vel = 7.18 H4 15.71 1.598 0.0 12.000 8.417 to 150.0 0.0 0.0 0.0 H5 60.58 0.0862 0.0 12.000 1.034 Vel = 9.69 H5 16.64 1.598 0.0 12.000 9.451 to 150.0 0.0 0.0 0.0 H6 77.22 0.1349 0.0 12.000 1.619 Vel = 12.35 H6 17.99 1.598 0.0 12.010 11.070 to 150.0 0.0 0.0 0.0 H7 95.21 0.1988 0.0 12.010 2.388 Vel = 15.23 H7 19.82 1.598 N 9.0 35.430 13.458 to 150.0 0.0 9.000 0.0 A3 115.03 0.2821 0.0 44.430 12.535 Vel = 18.40 A3 0.0 1.598 2N 18.0 33.850 25.993 to 150.0 0.0 18.000 0.0 A4 115.03 0.2821 0.0 51.850 14.628 Vel = 18.40 A4 0.0 1.598 N 9.0 12.510 40.621 to 150.0 0.0 9.000 0.0 A5 115.03 0.2821 0.0 21.510 6.069 Vel = 18.40 A5 0.0 1.598 R 1.0 20.870 46.690 to 150.0 2N 18.0 19.000 0.757 D11 115.03 0.2821 0.0 39.870 11.248 Vel = 18.40 D11 0.0 2.157 T 12.307 5.000 58.695 to 120.0 S 13.537 33.228 3.000 * * Fixed Loss = 3 D12 115.03 0.0989 Fsp 0.0 38.228 3.781 Vel = 10.10 B 7.384 D12 0.0 4.26 T 26.334 4.000 65.476 to 120.0 0.0 26.334 1.010 J01 115.03 0.0036 0.0 30.334 0.110 Vel = 2.59 J01 100.00 4.26 E 13.167 29.500 66.596 Qa = 100 to 120.0 0.0 13.167 12.776 J02 215.03 0.0115 0.0 42.667 0.489 Vel = 4.84 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 7 Live 155 7 head calc 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 J02 0.0 4.26 2E 26.334 30.000 79.861 to 120.0 B 15.8 94.802 0.0 ST4 215.03 0.0114 2T 52.668 124.802 1.428 Vel = 4.84 ST4 0.0 6.357 3E 52.808 30.000 81.289 to 120.0 0.0 52.808 0.361 ST5 215.03 0.0016 0.0 82.808 0.134 Vel = 2.17 ST5 0.0 6.357 T 37.72 12.000 81.784 to 120.0 0.0 37.720 0.0 RT1 215.03 0.0016 0.0 49.720 0.081 Vel = 2.17 RT1 0.0 4.026 E 10.0 10.000 81.865 to 120.0 Fsp 0.0 10.000 6.321 * * Fixed Loss = 3 RB1 215.03 0.0150 0.0 20.000 0.301 Vel = 5.42 RB1 0.0 4.026 0.0 1.000 88.487 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 RB2 215.03 0.0150 0.0 1.000 0.015 Vel = 5.42 RB2 0.0 4.026 B 12.0 3.000 94.502 to 120.0 E 10.0 22.000 0.0 RB3 215.03 0.0151 0.0 25.000 0.377 Vel = 5.42 RB3 0.0 6.16 E 20.084 90.000 94.879 to 140.0 2T 86.075 110.463 0.866 TEST 215.03 0.0014 G 4.304 200.463 0.287 Vel = 2.31 0.0 215.03 96.032 K Factor = 21.94 203 14.82 1.101 N 7.0 0.750 7.004 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S10 14.82 0.0391 0.0 7.750 0.303 Vel = 4.99 S10 0.0 1.101 N 7.0 0.500 6.982 to 150.0 0.0 7.000 0.0 204 14.82 0.0391 0.0 7.500 0.293 Vel = 4.99 204 0.0 1.101 R 1.0 0.330 7.275 to 150.0 0.0 1.000 0.147 H1 14.82 0.0391 0.0 1.330 0.052 Vel = 4.99 H1 0.0 1.598 0.0 8.460 7.474 to 150.0 0.0 0.0 0.0 A1 14.82 0.0064 0.0 8.460 0.054 Vel = 2.37 A1 0.0 1.598 0.0 3.030 7.528 to 150.0 0.0 0.0 0.0 H2 14.82 0.0063 0.0 3.030 0.019 Vel = 2.37 0.0 14.82 7.547 K Factor = 5.39 205 15.16 1.101 N 7.0 0.750 7.326 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S12 15.16 0.0408 0.0 7.750 0.316 Vel = 5.11 S12 0.0 1.101 N 7.0 0.500 7.317 to 150.0 0.0 7.000 0.0 206 15.16 0.0407 0.0 7.500 0.305 Vel = 5.11 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 8 Live 155 7 head calc 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 206 0.0 1.101 R 1.0 0.330 7.622 to 150.0 0.0 1.000 0.147 H3 15.16 0.0414 0.0 1.330 0.055 Vel = 5.11 0.0 15.16 7.824 K Factor = 5.42 207 15.71 1.101 N 7.0 0.750 7.873 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S13 15.71 0.0435 0.0 7.750 0.337 Vel = 5.29 S13 0.0 1.101 N 7.0 0.500 7.885 to 150.0 0.0 7.000 0.0 208 15.71 0.0436 0.0 7.500 0.327 Vel = 5.29 208 0.0 1.101 R 1.0 0.330 8.212 to 150.0 0.0 1.000 0.147 H4 15.71 0.0436 0.0 1.330 0.058 Vel = 5.29 0.0 15.71 8.417 K Factor = 5.41 209 16.64 1.101 N 7.0 0.750 8.826 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S14 16.64 0.0484 0.0 7.750 0.375 Vel = 5.61 S14 0.0 1.101 N 7.0 0.500 8.876 to 150.0 0.0 7.000 0.0 210 16.64 0.0484 0.0 7.500 0.363 Vel = 5.61 210 0.0 1.101 R 1.0 0.330 9.239 to 150.0 0.0 1.000 0.147 H5 16.64 0.0489 0.0 1.330 0.065 Vel = 5.61 0.0 16.64 9.451 K Factor = 5.41 211 17.99 1.101 N 7.0 0.750 10.321 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S15 17.99 0.0559 0.0 7.750 0.433 Vel = 6.06 S15 0.0 1.101 N 7.0 0.500 10.429 to 150.0 0.0 7.000 0.0 212 17.99 0.0560 0.0 7.500 0.420 Vel = 6.06 212 0.0 1.101 R 1.0 0.330 10.849 to 150.0 0.0 1.000 0.147 H6 17.99 0.0556 0.0 1.330 0.074 Vel = 6.06 0.0 17.99 11.070 K Factor = 5.41 213 19.82 1.101 N 7.0 0.750 12.527 K Factor = 5.60 to 150.0 0.0 7.000 -0.325 S16 19.82 0.0668 0.0 7.750 0.518 Vel = 6.68 S16 0.0 1.101 N 7.0 0.500 12.720 to 150.0 0.0 7.000 0.0 214 19.82 0.0669 0.0 7.500 0.502 Vel = 6.68 214 0.0 1.101 R 1.0 0.330 13.222 to 150.0 0.0 1.000 0.147 H7 19.82 0.0669 0.0 1.330 0.089 Vel = 6.68 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 9 Live 155 7 head calc 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 0.0 19.82 13.458 K Factor = 5.40 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087