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Report • • • Ade. .. Fire Protection by Computer Design Hydratec Inc. Route 111 Windham NH 03087 Job Name : TEST Building : BUILDING 11 Location : 16580 / 16598 S.W. 72ND AVE. System : 1 Contract : 98 -9223 Data File : Dfipt124.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 1 TEST Date 051898 / City Water Supply: Pump Data: • C1- Static Pressure: 97 PSI C2- Residual Pressure: 87 PSI C2- Residual Flow: 3962 GPM 150 N, - D1- Elevation: 0.563 PSI 140 D2- System Flow:1104.81 GPM D2- System Pressure: 74.890 PSI 130 Hose ( Adj City ):0 GPM Hose ( Demand ):500 GPM D3 -Total Flow:1604.81 GPM P 120 Safety Margin: 20.231 PSI R 110 : E 100 , C1 S 90 - (2 S 80 - UL O • 70 D3 R 60 E 50 - 40 ' 30 - 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N ^ 1:85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 2 TEST Date 051898 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee W Wafer Check Valve Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Hydratec Page 3 TEST Date 051898 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 W 10.3 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 W 13.1 31.8 35.8 27.4 z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 4 TEST Date 051898 'Node Elevation K -Fact Press Flow Density Area Press No. Actual Added Req. Req. 42 1.3 8.2 28.23 43.56 .3000 100.00 7.000 41 1.3 8.2 28.97 44.14 .3000 100.00 7.000 40 1.3 8.2 35.78 49.05 .3000 100.00 7.000 39 1.3 8.2 28.02 43.4 .3000 100.00 7.000 30 1.3 8.2 13.49 30.12 .3000 100.00 7.000 31 1.3 8.2 13.55 30.19 .3000 100.00 7.000 32 1.3 8.2 13.79 30.45 .3000 100.00 7.000 33 1.3 8.2 14.3 31.01 .3000 100.00 7.000 34 1.3 8.2 15.18 31.95 .3000 100.00 7.000 35 1.3 8.2 16.54 33.35 .3000 100.00 7.000 36 1.3 8.2 18.48 35.25 .3000 100.00 7.000 37 1.3 8.2 21.16 37.72 .3000 100.00 7.000 38 16 22.13 21 1.3 8.2 13.86 30.53 .3000 100.00 7.000 22 1.3 8.2 13.93 30.6 .3000 100.00 7.000 23 1.3 8.2 14.18 30.87 .3000 100.00 7.000 24 1.3 8.2 14.7 31.44 .3000 100.00 7.000 25 1.3 8.2 15.6 32.39 .3000 100.00 7.000 26 1.3 8.2 16.99 33.8 .3000 100.00 7.000 27 1.3 8.2 18.98 35.73 .3000 100.00 7.000 28 1.3 8.2 21.73 38.22 .3000 100.00 7.000 29 16 22.88 17 1.3 8.2 33.02 47.12 .3000 100.00 7.000 18 1.3 8.2 33.17 47.23 .3000 100.00 7.000 19 1.3 8.2 33.72 47.62 .3000 100.00 7.000 20 16 29.74 1 1.3 8.2 13.38 30 .3000 100.00 7.000 2 1.3 8.2 13.45 30.07 .3000 100.00 7.000 3 1.3 8.2 13.69 30.34 .3000 100.00 7.000 4 1.3 8.2 14.2 30.9 .3000 100.00 7.000 5 1.3 8.2 15.07 31.83 .3000 100.00 7.000 6 1.3 8.2 16.41 33.22 .3000 100.00 7.000 7 1.3 8.2 18.34 35.12 .3000 100.00 7.000 8 1.3 8.2 21 37.58 .3000 100.00 7.000 9 16 21.92 10 16 29.88 11 16 30.15 12 16 31.1 13 16 33.15 14 16 53.48 15 0 65.88 HOSE 0 66.39 500 16 0 68.35 TEST 0 74.89 The maximum velocity is 27.02 and it occures in the pipe between nodes 29 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Hydratec Page 5 TEST Date 051898 fwd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 42 43.56 2.157 1T 12.307 3.910 28.225 28.225 K Factor = 8.2 to 120 12.307 -6.367 38 43.56 0.0164 16.217 0.266 Vel = 3.825 43.56 22.124 K Factor = 9.26 41 44.14 2.157 1T 12.307 3.910 28.973 28.973 K Factor = 8.2 to 120 12.307 -6.367 29 44.14 0.0168 16.217 0.273 Vel = 3.875 44.14 22.879 K Factor = 9.23 40 49.05 2.157 1T 12.307 3.910 35.780 35.780 K Factor = 8.2 to 120 12.307 -6.367 20 49.05 0.0204 16.217 0.331 Vel = 4.307 49.05 29.744 K Factor = 8.99 39 43.40 2.157 1T 12.307 3.910 28.019 28.019 K Factor = 8.2 to 120 12.307 -6.367 9 43.40 0.0163 16.217 0.264 Vel = 3.810 43.40 21.916 K Factor = 9.27 30 30.12 2.157 8.000 13.488 13.488 K Factor = 8.2 to 120 31 30.12 0.0083 8.000 0.066 Vel = 2.645 31 30.18 2.157 8.000 13.554 13.554 K Factor = 8.2 to 120 ;, 32 60.30 0.0300 8.000 0.240 Vel = 5.294 32 30.46 2.157 8.000 13.794 13.794 K Factor = 8.2 to 120 33 90.76 0.0639 8.000 0.511 Vel = 7.969 33 31.01 2.157 8.000 14.304 14.304 K Factor = 8.2 to 120 34 121.77 0.1099 8.000 0.879 Vel = 10.691 34 31.96 2.157 8.000 15.184 15.184 K Factor = 8.2 to 120 35 153.73 0.1691 8.000 1.353 Vel = 13.497 35 33.34 2.157 8.000 16.537 16.537 K Factor = 8.2 to 120 36 187.07 0.2433 8.000 1.946 Vel = 16.425 36 35.25 2.157 8.000 18.483 18.483 K Factor = 8.2 to 120 37 222.32 0.3348 8.000 2.678 Vel = 19.519 37 37.72 2.157 1T 12.307 4.080 21.161 21.161 K Factor = 8.2 to 120 12.307 -6.367 38 260.04 0.4473 16.387 7.330 Vel = 22.831 38 - 43.57 2.157 1T 12.307 1.160 22.125 22.125 to 120 12.307 11 303.61 0.5958 13.467 8.023 Vel = 26.657 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Hydratec Page 6 TEST Date 051898 Hy'd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 303.61 30.148 K Factor = 55.30 21 30.53 2.157 8.000 13.861 13.861 K Factor = 8.2 to 120 22 30.53 0.0085 8.000 0.068 Vel = 2.681 22 30.60 2.157 8.000 13.929 13.929 K Factor = 8.2 to 120 23 61.13 0.0308 8.000 0.246 Vel = 5.367 23 30.88 2.157 8.000 14.175 14.175 K Factor = 8.2 to 120 24 92.01 0.0655 8.000 0.524 Vel = 8.078 24 31.43 2.157 8.000 14.699 14.699 K Factor = 8.2 to 120 25 123.44 0.1128 8.000 0.902 Vel = 10.838 - 25 32.39 2.157 8.000 15.601 15.601 K Factor = 8.2 to 120 26 155.83 0.1735 8.000 1.388 Vel = 13.682 26 33.80 2.157 8.000 16.988 16.988 K Factor = 8.2 to 120 27 189.63 0.2494 8.000 1.995 Vel = 16.649 27 35.73 2.157 8.000 18.984 18.984 K Factor ,= 8.2 to 120 28 225.36 0.3433 8.000 2.746 Vel = 19.786 28 38.22 2.157 1T 12.307 4.080 21.730 21.730 K Factor = 8.2 to 120 12.307 -6.367 29 263.58 0.4587 16.387 7.516 Vel = 23.142 29 44.14 2.157 1T 12.307 1.160 22.879 22.879 to 120 12.307 12 307.72 0.6108 13.467 8.225 Vel = 27.017 307.72 31.104 K Factor = 55.18 17 47.12 2.157 8.000 33.019 33.019 K Factor = 8.2 to 120 18 47.12 0.0190 8.000 0.152 Vel = 4.137 18 47.23 2.157 8.000 33.171 33.171 K Factor = 8.2 to 120 19 94.35 0.0685 8.000 0.548 Vel = 8.284 19 47.61 2.157 1T 12.307 4.080 33.719 33.719 K Factor = 8.2 to 120 12.307 -6.367 20 141.96 0.1460 16.387 2.392 Vel = 12.464 20 49.05 2.157 1T 12.307 1.160 29.745 29.745 to 120 12.307 13 191.01 0.2528 13.467 3.404 Vel = 16.770 191.01 33.149 K Factor = 33.18 1 30.00 2.157 8.000 13.385 13.385 K Factor = 8.2 to 120 2 30.00 0.0083 8.000 0.066 Vel = 2.634 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 7 =TEST Date 051898 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 2 30.07 2.157 8.000 13.451 13.451 K Factor = 8.2 to 120 3 60.07 0.0298 8.000 0.238 Vel = 5.274 3 30.34 2.157 8.000 13.689 13.689 K Factor = 8.2 to 120 4 90.41 0.0634 8.000 0.507 Vel = 7.938 4 30.90 2.157 8.000 14.196 14.196 K Factor = 8.2 to 120 5 121.31 0.1091 8.000 0.873 Vel = 10.651. 5 31.83 2.157 8.000 15.069 15.069 K Factor = 8.2 to 120 6 153.14 0.1680 8.000 1.344 Vel = 13.446 6 33.22 2.157 8.000 16.412 16.412 K Factor = 8.2 to 120 _ 7 186.36 0.2415 8.000 1.932 Vel = 16.362 7 35.12 2.157 8.000 18.345 18.345 K Factor = 8.2 to 120 8 221.48 0.3324 8.000 2.659 Vel = 19.446 8 37.58 2.157 1T 12.307 4.080 21.004 21.004 K Factor = 8.2 to 120 12.307 -6.367 9 259.06 0.4442 16.387 7.279 Vel = 22.745 9 43.40 2.157 1T 12.307 1.160 21.917 21.917 to 120 12.307 10 302.46 0.5916 13.467 7.967 Vel = 26.556 10 4.260 12.290 29.884 29.884 to 120 ;, 11 302.46 0.0215 12.290 0.264 Vel = 6.808 11 303.61 4.260 12.290 30.148 30.148 to 120 12 606.07 0.0778 12.290 0.956 Vel = 13.642 12 307.72 4.260 12.290 31.105 31.105 to 120 13 913.79 0.1663 12.290 2.044 Vel = 20.569 13 191.01 4.260 86.040 33.149 33.149 to 120 14 1104.80 0.2363 86.040 20.333 Vel = 24.869 14 6.357 3E 17.603 72.040 53.482 53.482 to 120 1G 3.772 90.528 6.930 15 1104.80 0.0336 1A 33.948 162.568 5.469 Vel = 11.168 15 0.01 8.27 1T 52.413 20.000 65.881 65.881 to 140 52.413 HOSE 1104.81 0.0070 72.413 0.509 Vel = 6.599 HOSE 499.99 10.28 1T 75.336 320.000 66.390 66.390 Qa = 500.00 to 140 1G 7.534 82.870 16 1604.80 0.0049 402.870 1.957 Vel = 6.203 16 0.01 12.34 1G 9.377 670.000 68.347 68.347 to 140 1T 93.767 103.144 5.000 Fixed loss = 5 TEST 1604.81 0.0020 773.144 1.543 Vel = 4.305 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Page 8 TEST Date 051898 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 1604.81 74.890 K Factor = 185.44 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087