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Office Area Calc 3HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413-642-3287 Job Name : Office Calc Building : Location : 155 Pleasant Street System : Area # 3 Contract : 0292CMA Data File : Office Calc Area 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Office Calc Date HYDRAULIC CALCULATIONS for Project name:Live 155 Location:155 Pleasant Street Drawing no: Date:1-19-17 Design Remote area number:Area # 3 Remote area location:First Floor Office Area Occupancy classification:Light Hazard Density:.10 - Gpm/SqFt Area of application:902 - SqFt Coverage per sprinkler:Varies - SqFt Type of sprinklers calculated:Reliable QR Recessed Pendents No. of sprinklers calculated:10 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):393.04 - GPM @ 96.68 - 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 Office 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 : 4.548 D2 - System Flow : 293.046 D2 - System Pressure : 96.689 Hose ( Demand ) : 100 D3 - System Demand : 393.046 Safety Margin : 32.327 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage 3 Office 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 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 Office Calc Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 129.016 393.05 96.689 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 301 10.5 5.6 12.38 19.7 S30 11.33 12.37 T30 11.0 14.25 T31 11.0 14.46 T32 11.0 19.15 T33 11.0 19.55 T34 11.0 20.93 T35 11.0 24.93 B1 10.5 41.43 B2 10.5 42.04 B3 10.5 43.08 B4 9.67 66.47 305 9.0 83.01 100.0 ST5 9.667 82.86 RT1 9.667 83.1 RB1 2.0 87.85 RB2 2.0 93.89 RB3 2.0 95.0 TEST 0.0 96.69 306 10.5 5.6 13.14 20.3 S31 11.42 13.13 307 10.5 5.6 16.53 22.77 S33 11.33 16.64 308 10.5 5.6 17.37 23.34 S32 11.42 17.48 309 10.0 5.6 19.33 24.62 S34 11.0 19.47 310 10.5 5.6 21.77 26.13 S35 11.33 22.01 311 10.5 5.6 27.23 29.22 S36 11.42 27.6 T36 11.0 28.79 T37 11.0 31.94 T38 11.0 34.37 312 10.5 5.6 28.89 30.1 S37 11.42 29.3 313 10.5 5.6 31.12 31.24 S38 11.42 31.59 314 10.5 5.6 33.92 32.61 S39 11.42 34.46 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 5 Office Calc Date NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T39 11.0 37.19 T40 11.0 38.38 315 10.5 5.6 34.76 33.02 S40 11.33 35.33 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 6 Office 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 301 19.70 1.049 E 2.0 0.830 12.375 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 S30 19.7 0.1265 0.0 2.830 0.358 Vel = 7.31 S30 0.0 1.049 3E 6.0 7.730 12.374 to 120.0 0.0 6.000 0.143 T30 19.7 0.1265 0.0 13.730 1.737 Vel = 7.31 T30 0.0 1.049 0.0 1.630 14.254 to 120.0 0.0 0.0 0.0 T31 19.7 0.1270 0.0 1.630 0.207 Vel = 7.31 T31 20.30 1.049 0.0 10.000 14.461 to 120.0 0.0 0.0 0.0 T32 40.0 0.4690 0.0 10.000 4.690 Vel = 14.85 T32 23.34 1.38 0.0 1.370 19.151 to 120.0 0.0 0.0 0.0 T33 63.34 0.2891 0.0 1.370 0.396 Vel = 13.59 T33 22.77 1.38 0.0 2.710 19.547 to 120.0 0.0 0.0 0.0 T34 86.11 0.5096 0.0 2.710 1.381 Vel = 18.47 T34 24.61 1.38 0.0 4.930 20.928 to 120.0 0.0 0.0 0.0 T35 110.72 0.8116 0.0 4.930 4.001 Vel = 23.75 T35 26.13 1.61 2E 8.0 12.730 24.929 to 120.0 T 8.0 16.000 0.217 B1 136.85 0.5669 0.0 28.730 16.286 Vel = 21.57 B1 0.0 2.635 0.0 11.840 41.432 to 120.0 0.0 0.0 0.0 B2 136.85 0.0514 0.0 11.840 0.609 Vel = 8.05 B2 90.56 2.635 0.0 7.900 42.041 to 120.0 0.0 0.0 0.0 B3 227.41 0.1316 0.0 7.900 1.040 Vel = 13.38 B3 65.64 2.635 9E 74.134 35.250 43.081 to 120.0 0.0 74.134 0.359 B4 293.05 0.2105 0.0 109.384 23.028 Vel = 17.24 B4 0.0 2.635 E 8.237 9.420 66.468 to 120.0 T 16.474 53.541 3.290 * * Fixed Loss = 3 305 293.05 0.2105 S 19.22 62.961 13.254 Vel = 17.24 B9.61 Fsp 0.0 305 100.00 4.26 0.0 3.910 83.012 Qa = 100 to 120.0 0.0 0.0 -0.289 ST5 393.05 0.0350 0.0 3.910 0.137 Vel = 8.85 ST5 0.0 6.357 T 37.72 11.583 82.860 to 120.0 0.0 37.720 0.0 RT1 393.05 0.0050 0.0 49.303 0.245 Vel = 3.97 RT1 0.0 4.26 T 26.334 1.375 83.105 to 120.0 E 13.167 39.501 3.321 RB1 393.05 0.0349 0.0 40.876 1.427 Vel = 8.85 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 7 Office 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 RB1 0.0 4.26 0.0 0.916 87.853 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 RB2 393.05 0.0349 0.0 0.916 0.032 Vel = 8.85 RB2 0.0 4.26 B 15.8 3.083 93.885 to 120.0 E 13.167 28.967 0.0 RB3 393.05 0.0349 0.0 32.050 1.119 Vel = 8.85 RB3 0.0 6.357 E 23.412 90.000 95.004 to 140.0 2T 100.336 128.765 0.866 TEST 393.05 0.0037 G 5.017 218.765 0.819 Vel = 3.97 0.0 393.05 96.689 K Factor = 39.97 306 20.30 1.049 E 2.0 0.920 13.138 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S31 20.3 0.1336 0.0 2.920 0.390 Vel = 7.54 S31 0.0 1.049 E 2.0 1.590 13.130 to 120.0 T 5.0 7.000 0.182 T31 20.3 0.1338 0.0 8.590 1.149 Vel = 7.54 0.0 20.30 14.461 K Factor = 5.34 307 22.77 1.049 E 2.0 0.830 16.529 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 S33 22.77 0.1650 0.0 2.830 0.467 Vel = 8.45 S33 0.0 1.049 2E 4.0 7.730 16.637 to 120.0 T 5.0 9.000 0.143 T33 22.77 0.1654 0.0 16.730 2.767 Vel = 8.45 0.0 22.77 19.547 K Factor = 5.15 308 23.34 1.049 E 2.0 0.920 17.374 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S32 23.34 0.1733 0.0 2.920 0.506 Vel = 8.66 S32 0.0 1.049 E 2.0 1.590 17.482 to 120.0 T 5.0 7.000 0.182 T32 23.34 0.1731 0.0 8.590 1.487 Vel = 8.66 0.0 23.34 19.151 K Factor = 5.33 309 24.62 1.049 E 2.0 1.000 19.326 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 S34 24.62 0.1910 0.0 3.000 0.573 Vel = 9.14 S34 0.0 1.049 T 5.0 2.650 19.466 to 120.0 0.0 5.000 0.0 T34 24.62 0.1911 0.0 7.650 1.462 Vel = 9.14 0.0 24.62 20.928 K Factor = 5.38 310 26.13 1.049 E 2.0 0.830 21.768 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 S35 26.13 0.2131 0.0 2.830 0.603 Vel = 9.70 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 8 Office 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 S35 0.0 1.049 2E 4.0 4.000 22.012 to 120.0 T 5.0 9.000 0.143 T35 26.13 0.2134 0.0 13.000 2.774 Vel = 9.70 0.0 26.13 24.929 K Factor = 5.23 311 29.22 1.049 E 2.0 0.920 27.229 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S36 29.22 0.2623 0.0 2.920 0.766 Vel = 10.85 S36 0.0 1.049 E 2.0 1.840 27.597 to 120.0 0.0 2.000 0.182 T36 29.22 0.2625 0.0 3.840 1.008 Vel = 10.85 T36 0.0 1.049 E 2.0 10.000 28.787 to 120.0 0.0 2.000 0.0 T37 29.22 0.2624 0.0 12.000 3.149 Vel = 10.85 T37 30.10 1.38 0.0 9.510 31.936 to 120.0 0.0 0.0 0.0 T38 59.32 0.2558 0.0 9.510 2.433 Vel = 12.72 T38 31.24 1.61 2E 8.0 12.230 34.369 to 120.0 T 8.0 16.000 0.217 B2 90.56 0.2641 0.0 28.230 7.455 Vel = 14.27 0.0 90.56 42.041 K Factor = 13.97 312 30.10 1.049 E 2.0 0.920 28.893 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S37 30.1 0.2771 0.0 2.920 0.809 Vel = 11.17 S37 0.0 1.049 E 2.0 1.840 29.304 to 120.0 T 5.0 7.000 0.182 T37 30.1 0.2771 0.0 8.840 2.450 Vel = 11.17 0.0 30.10 31.936 K Factor = 5.33 313 31.24 1.049 E 2.0 0.920 31.117 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S38 31.24 0.2969 0.0 2.920 0.867 Vel = 11.60 S38 0.0 1.049 E 2.0 1.760 31.586 to 120.0 T 5.0 7.000 0.182 T38 31.24 0.2969 0.0 8.760 2.601 Vel = 11.60 0.0 31.24 34.369 K Factor = 5.33 314 32.61 1.049 E 2.0 0.920 33.919 K Factor = 5.60 to 120.0 0.0 2.000 -0.398 S39 32.61 0.3216 0.0 2.920 0.939 Vel = 12.11 S39 0.0 1.049 E 2.0 0.920 34.460 to 120.0 T 5.0 7.000 0.182 T39 32.61 0.3215 0.0 7.920 2.546 Vel = 12.11 T39 0.0 1.38 2E 6.0 8.120 37.188 to 120.0 0.0 6.000 0.0 T40 32.61 0.0846 0.0 14.120 1.194 Vel = 6.99 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 9 Office 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 T40 33.02 1.61 2E 8.0 14.790 38.382 to 120.0 T 8.0 16.000 0.217 B3 65.63 0.1456 0.0 30.790 4.482 Vel = 10.34 0.0 65.63 43.081 K Factor = 10.00 315 33.02 1.049 E 2.0 0.830 34.763 K Factor = 5.60 to 120.0 0.0 2.000 -0.359 S40 33.02 0.3290 0.0 2.830 0.931 Vel = 12.26 S40 0.0 1.049 E 2.0 1.830 35.335 to 120.0 T 5.0 7.000 0.143 T40 33.02 0.3289 0.0 8.830 2.904 Vel = 12.26 0.0 33.02 38.382 K Factor = 5.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087