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Mechanical Area Calc 5HAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413-642-3287 Job Name : Mechanical Area Building : Location : 155 Pleasant Street System : Area # 5 Contract : 0292CMA Data File : Mechanical Area Area 5.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 1 Mechanical Area Date HYDRAULIC CALCULATIONS for Project name:Live 155 Location:155 Pleasant Street Drawing no: Date:1-19-17 Design Remote area number:Area # 5 Remote area location:First Floor Mech. Area Occupancy classification:Ordinary Hazard Group II Density:.20 - Gpm/SqFt Area of application:960 - SqFt Coverage per sprinkler:Varies - SqFt Type of sprinklers calculated:Varies No. of sprinklers calculated:13 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):701.20 - GPM @ 118.6 - 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 Mechanical AreaDate 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 : 5.163 D2 - System Flow : 451.2 D2 - System Pressure : 118.609 Hose ( Demand ) : 250 D3 - System Demand : 701.2 Safety Margin : 8.519 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage 3 Mechanical AreaDate 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 Mechanical Area Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 130.0 122 1220.0 127.128 701.2 118.609 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes M2 11.92 5.6 19.61 24.8 M3 11.92 5.6 21.63 26.04 K1 10.5 26.93 M5 10.5 5.6 29.66 30.5 501 10.5 35.55 K2 9.67 40.72 K3 9.67 40.79 K4 9.67 41.24 K5 9.67 41.66 K6 9.67 43.09 K7 9.67 43.27 K8 9.67 49.18 K9 9.67 50.15 K10 9.67 52.04 B4 9.67 66.58 305 9.67 99.03 100.0 ST5 9.667 100.15 RT1 9.667 100.6 RB1 2.0 107.88 RB2 2.0 113.95 RB3 2.0 116.11 TEST 0.0 118.61 150.0 M1 11.92 5.6 18.0 23.76 M4 10.5 5.6 26.69 28.93 M11 10.0 5.6 35.87 33.54 M12 10.0 5.6 37.61 34.34 502 10.0 39.89 M7 12.0 5.6 34.91 33.09 503 12.0 37.81 M9 12.0 5.6 36.53 33.84 504 12.0 39.55 M6 9.67 5.6 38.71 34.84 M8 9.67 5.6 39.55 35.22 M10 9.67 5.6 41.08 35.89 M14 10.0 5.6 45.88 37.93 505 10.0 49.63 M13 9.67 5.6 47.2 38.47 Flow Summary - NFPA 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 5 Mechanical Area 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 M2 48.56 1.38 0.0 11.400 19.612 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M3 48.56 0.1767 0.0 11.400 2.014 Vel = 10.42 M3 26.04 1.61 2E 8.0 9.410 21.626 K Factor = 5.60 to 120.0 T 8.0 16.000 0.615 K1 74.6 0.1845 0.0 25.410 4.688 Vel = 11.76 K1 28.93 1.61 0.0 8.080 26.929 to 120.0 0.0 0.0 0.0 M5 103.53 0.3382 0.0 8.080 2.733 Vel = 16.32 M5 30.50 1.61 E 4.0 6.790 29.662 K Factor = 5.60 to 120.0 0.0 4.000 0.0 501 134.03 0.5455 0.0 10.790 5.886 Vel = 21.12 501 0.0 1.61 T 8.0 0.830 35.548 to 120.0 0.0 8.000 0.359 K2 134.03 0.5455 0.0 8.830 4.817 Vel = 21.12 K2 0.0 2.635 0.0 1.250 40.724 to 120.0 0.0 0.0 0.0 K3 134.03 0.0496 0.0 1.250 0.062 Vel = 7.89 K3 34.85 2.635 0.0 6.000 40.786 to 120.0 0.0 0.0 0.0 K4 168.88 0.0758 0.0 6.000 0.455 Vel = 9.94 K4 33.08 2.635 0.0 4.000 41.241 to 120.0 0.0 0.0 0.0 K5 201.96 0.1058 0.0 4.000 0.423 Vel = 11.88 K5 35.22 2.635 0.0 10.000 41.664 to 120.0 0.0 0.0 0.0 K6 237.18 0.1424 0.0 10.000 1.424 Vel = 13.95 K6 33.84 2.635 0.0 1.000 43.088 to 120.0 0.0 0.0 0.0 K7 271.02 0.1820 0.0 1.000 0.182 Vel = 15.95 K7 35.90 2.635 2E 16.474 9.290 43.270 to 120.0 0.0 16.474 0.0 K8 306.92 0.2293 0.0 25.764 5.908 Vel = 18.06 K8 67.88 2.635 0.0 2.940 49.178 to 120.0 0.0 0.0 0.0 K9 374.8 0.3320 0.0 2.940 0.976 Vel = 22.05 K9 38.47 2.635 0.0 4.750 50.154 to 120.0 0.0 0.0 0.0 K10 413.27 0.3975 0.0 4.750 1.888 Vel = 24.31 K10 37.93 2.635 E 8.237 22.840 52.042 to 120.0 0.0 8.237 0.0 B4 451.2 0.4678 0.0 31.077 14.537 Vel = 26.55 B4 0.0 2.635 E 8.237 9.420 66.579 to 120.0 T 16.474 53.541 3.000 * * Fixed Loss = 3 305 451.2 0.4678 S 19.22 62.961 29.451 Vel = 26.55 B9.61 Fsp 0.0 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 6 Mechanical Area 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 305 100.00 4.26 E 13.167 3.910 99.030 Qa = 100 to 120.0 0.0 13.167 0.001 ST5 551.2 0.0654 0.0 17.077 1.116 Vel = 12.41 ST5 0.0 6.357 T 37.72 11.583 100.147 to 120.0 0.0 37.720 0.0 RT1 551.2 0.0093 0.0 49.303 0.458 Vel = 5.57 RT1 0.0 4.26 E 13.167 1.375 100.605 to 120.0 Fsp 0.0 13.167 6.321 * * Fixed Loss = 3 RB1 551.2 0.0653 0.0 14.542 0.949 Vel = 12.41 RB1 0.0 4.026 0.0 0.916 107.875 to 120.0 0.0 0.0 6.000 * * Fixed Loss = 6 RB2 551.2 0.0862 0.0 0.916 0.079 Vel = 13.89 RB2 0.0 4.026 B 12.0 3.083 113.954 to 120.0 E 10.0 22.000 0.0 RB3 551.2 0.0860 0.0 25.083 2.156 Vel = 13.89 RB3 0.0 6.16 E 20.084 90.000 116.110 to 140.0 2T 86.075 110.463 0.866 TEST 551.2 0.0081 G 4.304 200.463 1.633 Vel = 5.93 150.00 Qa = 150.00 701.20 118.609 K Factor = 64.38 M1 23.76 1.049 0.0 9.000 18.002 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M2 23.76 0.1789 0.0 9.000 1.610 Vel = 8.82 0.0 23.76 19.612 K Factor = 5.37 M4 28.93 1.049 0.0 0.920 26.692 K Factor = 5.60 to 120.0 0.0 0.0 0.0 K1 28.93 0.2576 0.0 0.920 0.237 Vel = 10.74 0.0 28.93 26.929 K Factor = 5.57 M11 33.54 1.049 0.0 5.140 35.868 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M12 33.54 0.3387 0.0 5.140 1.741 Vel = 12.45 M12 34.34 1.38 0.0 6.940 37.609 K Factor = 5.60 to 120.0 0.0 0.0 0.0 502 67.88 0.3282 0.0 6.940 2.278 Vel = 14.56 502 0.0 1.049 E 2.0 0.330 39.887 to 120.0 T 5.0 7.000 0.143 K8 67.88 1.2480 0.0 7.330 9.148 Vel = 25.20 0.0 67.88 49.178 K Factor = 9.68 M7 33.09 1.049 E 2.0 6.790 34.908 K Factor = 5.60 to 120.0 0.0 2.000 0.0 503 33.09 0.3303 0.0 8.790 2.903 Vel = 12.28 503 0.0 1.049 T 5.0 2.330 37.811 to 120.0 0.0 5.000 1.009 K4 33.09 0.3303 0.0 7.330 2.421 Vel = 12.28 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLC Page 7 Mechanical Area 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 33.09 41.241 K Factor = 5.15 M9 33.84 1.049 E 2.0 6.790 36.527 K Factor = 5.60 to 120.0 0.0 2.000 0.0 504 33.84 0.3444 0.0 8.790 3.027 Vel = 12.56 504 0.0 1.049 T 5.0 2.330 39.554 to 120.0 0.0 5.000 1.009 K6 33.84 0.3445 0.0 7.330 2.525 Vel = 12.56 0.0 33.84 43.088 K Factor = 5.16 M6 34.84 1.049 T 5.0 0.710 38.711 K Factor = 5.60 to 120.0 0.0 5.000 0.0 K3 34.84 0.3634 0.0 5.710 2.075 Vel = 12.93 0.0 34.84 40.786 K Factor = 5.46 M8 35.22 1.049 T 5.0 0.710 39.548 K Factor = 5.60 to 120.0 0.0 5.000 0.0 K5 35.22 0.3706 0.0 5.710 2.116 Vel = 13.07 0.0 35.22 41.664 K Factor = 5.46 M10 35.89 1.049 T 5.0 0.710 41.078 K Factor = 5.60 to 120.0 0.0 5.000 0.0 K7 35.89 0.3839 0.0 5.710 2.192 Vel = 13.32 0.0 35.89 43.270 K Factor = 5.46 M14 37.93 1.049 E 2.0 6.830 45.878 K Factor = 5.60 to 120.0 0.0 2.000 0.0 505 37.93 0.4253 0.0 8.830 3.755 Vel = 14.08 505 0.0 1.049 T 5.0 0.330 49.633 to 120.0 0.0 5.000 0.143 K10 37.93 0.4251 0.0 5.330 2.266 Vel = 14.08 0.0 37.93 52.042 K Factor = 5.26 M13 38.47 1.049 T 5.0 1.770 47.198 K Factor = 5.60 to 120.0 0.0 5.000 0.0 K9 38.47 0.4366 0.0 6.770 2.956 Vel = 14.28 0.0 38.47 50.154 K Factor = 5.43 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087