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FP S2o I2- eor 6o 1 5 e 0 6 0 p tdb^07 R ECEW Q D _ GITY OF TI I V � ON - BU1LD1? G D d Fire Protection by Computer Design Crossfire Sprinkler Company 17400 SE 82nd Drive Clackamas, Oregon 97015 503 210 5506 Job Name : PETCO RETAIL Building : Location : System : Contract : Data File : petco- ca.WX2 Computer Programs by Hydratec Inc: Route 111 Windham N.H. USA 03087 Water Supply. Curve (C) - . Crossfire Sprinkler Company Page 1 T PETCO RETAIL Date 041612 City Water Supply: Demand: C1 - Static Pressure : 84 D1 Elevation I: 6.930 C2 - Residual Pressure: 79 D2 - System Flow is 616.103 C2 - Residual Flow : 1280 D2 - System Pressure : 63.114 Hose Adj City) . Hose Demand) : D3 - System Demand : 616.103 Safety Margin : 19.593 150 140: 130: p120_ R 110 E 100 i I • S 90 I1 Q C2 S 80 : u I I U 70 ` D2 .. R60 Q • E 50 r • . 40 : 30 20 10 ' 200 400 600 800 ' 1000 1200 1400 1600 1800 FLOW NA 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Pressure % Flow Summary - STANDARD Crossfire Sprinkler Company Page 2 PETCO RETAIL Date 041612 Node • Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 138 12.0 26.26 na 54.. 16.0 19.06 na 55• 16.0 18.74 na • 87 16.0 5.6 18.48 na 24.07 0.2 100 18.4 88 16.0 5.6 18.4 na 24.02 0.2 100 18.4 89 16.0 5.6 18.43 na 24.04 0.2 100 18.4 90 16.0 5.6 18.76 na 24.26 0.2 100 18.4 91 16.0 5.6 19.68 na 24.84 0.2 100 18.4 137 12.0 26.48 na 51• 16.0 19.41 na 52 16.0 19.1 na 82 16.0 5.6 18.84 na 24.31 0.2 100 18.4 83 16.0 5:6 18.77 na 24.26 0.2 100 18.4 84 16.0 5.6 18.81 na 24.29 0.2 100 18.4 85 16.0 5.6 19.16 na 24.52 0.2 100 18.4 • 86 16.0 5.6 20.13 na 25.12 0.2 100 18.4 136 12.0 26.93 na • . • 48 16.0 29.35 na 49 16.0 29.59. na, , 135 12.0 27.18 na 45 16.0 30.7 na . .46 16.0 31.0 na 133 12.0 26.16 na • 134 12.0 27.31 na . 43 16.0 32.18 na % 31 16.0 19.4 na 32 16.0 19.09 na 77' 16.0 5.6 18.82 na 24.29 0.2 100 18.4 ' 78 16.0 5.6 18.74 na • 24.24 0.2 100 18.4 79 16.0 5.6 18.78 na 24.27 0.2 100 18.4 80 • 16.0 5.6 19.12 na 24.49 0.2 100 18.4 -: 81 16.0 5.6 20.07 na 25.09 0.2 100 18.4 33 12.0 31:94 na ' 34. 12.0 32.19 . na - • 35 12.0 33.07 • na. . • 36 12.0 34.95 na . • 37 12.0 37.32 na 38 12.0 40.32 • na • 39 12.0 47.13 na 40 12.0 51.69 na 41 12.0 52.59 na 2 • 0.0 57.94 na 1 0.0 63.04 na TEST 0.0 63.11 - na 250.0 The maximum velocity is 21.54 and it occurs in the pipe between nodes 38 and 39 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - 'Hazen - Williams ' Crossfire Sprinkler Company Page 3 PETCO RETAIL Date 041612 ' Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point - - - Qt -- Pf /Ft - Eqv. L Total Pf - - - - Pn - *P-6 138 -38.97 1.682 1T 9.9 112.000 26.258 to . 120 0.0 9.900 -1.732 54 -38.97 - 0.0448 0.0 121.900 -5.467 Vel = 5.63 54 0.0 1.682 0.0 7.000 19.059 to 120 0.0 0.0 0.0 55 -38.97 - 0.0449 0.0 7.000 - 0.314 Vel = 5.63 55 0.0 1.682 0.0 6.000 18.745 to 120 0.0 0.0 0.0 87 -38.97 - 0.0448 0.0 6.000 -0.269 Vel = 5.63 87 24.07 1.682 0.0. 10.000 . 18.476 K Factor = 5.60 to 120 • 0.0 0 0.0 .. 88 -14.9 - 0.0076 0.0 • 10.000 -0.076 Vel = 2.15 88 24.02 1.682 0.0 10.000 18.400 K Factor = 5.60 to 120 0.0 0.0 0.0 89 9.12 0.0031 0.0 • 10.000 0.031 Vel = 1.32 • 89 24.04 1.682 0.0 10.000 18.431 K Factor = 5.60 ' to 120 0.0 0.0 0.0 90 33.16 0.0332 0.0 10.000 0.332 Vel = 4.79 90 24.26 1.682 0.0 10.000 18.763 K Factor = 5.60 to 120 0.0 0.0 0.0 91 57.42 0.0919 0.0 10.000 0.919 Vel = 8.29 91 24.84 1.682 1T 9.9 • 50.410 19.682 K Factor = 5.60 to 120 0.0 9.900 1.732 34 82.26 0.1787 0.0 . 60.310 10.775 Vel = 11.88 0.0 82.26 32.189 K Factor = 14.50 *P -9 137 -38.46 1.682 1T 9.9 • 112.000 26.476 • to 120 0.0 9.900 -1.732 51 -38.46 - 0.0438 0.0 121.900 -5.335 Vel = 5.55 51 0.0 1.682 0.0 7.000 19.409 to 120 0.0 0.0 0.0 52 -38.46 - 0.0437 0.0 7.000 -0.306 Vel = 5.55 52 0.0 1.682 0.0 6.000 19.103 to 120 0.0 0.0 0.0 -82 -38.46 - 0.0438 0.0 6.000 -0.263 Vel = 5.55 82 24.31 1.682 0.0 10.000 18.840 K Factor = 5.60 to 120 0.0 0.0 0.0 83 -14.15 - 0.0069 0.0 10.000 -0.069 Vel = 2.04 83 • 24.26 1.682 0.0 10.000 18.771 K Factor = 5.60 to ' 120 0.0 0.0 0.0 84 10.11 0.0037 0.0 10.000 0.037 Vel = 1.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standa'rd • , • Crossfire Sprinkler Company Page 4 PETCO RETAIL Date 041612 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ; Point . Qt Pf /Ft Eqv -Ln:' - Total -- - - Pf Pn - - - - -- - .._ _ 84 24.29 1.682 0.0 10.000 18.808 K Factor = 5.60 to - 120 0.0 0.0 0.0 85 34.4 0.0356 0.0 10.000 0.356 Vel = 4.97 85 24.51 1.682 0.0 10.000 19.164 K Factor = 5.60 to 120 0.0 0.0 0.0 86 58.91 0.0964 0.0 10.000 0.964 Vel = 8.51 86 25.13 1.682. 1T 9:9 50.410 20.128 K Factor = 5.60 . to 120 0.0 9.900 1.732 35 84.04 0.1859 0.0 60.310 11.209 Vel = 12.13 0.0 V V • . 84.04 . 33.069 K Factor = 14.61 *P -12 136 33.59 1.682 1T 9.9 • 112.000 26.934 to 120 0.0 9.900 -1.732 48 33.59 0.0341 0.0 121.900 4.152 Vel = 4.85 • 48 0.0 1.682 0.0 7.000 29.354 • to 120 0.0 0.0 0.0 49 33.59 0.0340 0.0 7.000 0.238 Vel = 4.85 49 • 0.0 1.682 1T 9.9 96.450 29.592 to 120 0.0 9.900 1.732 36 33.59 . 0.0341 0.0 106.350 3.623 Vel = 4.85 0.0 33.59 34.947 K Factor = 5.68 *P -15 135 38.15 1.682 1T • 9.9 112.000. 27.178 to 120 0.0 9.900 -1.732 45 38.15 0.0431 0.0 121.900 5.255 Vel = 5.51 45 0.0 1.682 0.0 7.000 30.701 to 120 0.0 0.0 0.0 46 38.15 0.0431 0.0 - 7.000 0.302 Vel = 5.51 46 0.0 1.682 1T 9.9 . 96.450 31.003 to 120 0.0 9.900 1.732 37 38.15 0.0431 0.0 106.350 4.585 Vel = 5.51 0.0 38.15 37.320 K Factor = 6.24 *P -18 133 38.98 2.635 1E 8.237 12.000 26.156 to 120 0.0 8.237 0.0 =138 38.98 0.0050 0.0 20.237 0.102 Vel = 2.29 . 138 38.97 2.635 0.0 12.000 26.258 to 120 0.0 0.0 0.0 137 77.95 0.0182 0.0 12.000 0.218 Vel = 4.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • Crossfire' Sprinkler Company Page 5 PETCO RETAIL Date 041612 . Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes * * * * ** ; ,Point - - Qt - Pf /Ft - ---- - Eqv: - Ln: - Total - Pf Pn - -- - . - -" -- • • • 137 38.45 2.635 0.0 12.000 26.476 to 120 0.0 0.0 0.0 136 116.4 0.0382 0.0 12.000 0.458 Vel = 6.85 • 136 -33.58 2.635 0.0 12.000 26.934 . to 120 0.0 0.0 0.0 135 82.82 0.0203 0.0 12.000 0.244 Vel = 4.87 135 -38.15 2.635 1E 8.237 12.000 27.178 to 120 0.0 8.237 0.0 134 44.67 0.0065 - 0.0 .20.237 0.131 Vel = 2.63 134 0.0 1.682 0.0 114.450 27.309 . to 120 0.0 0.0 -1.732 43 44.67 0.0577 0.0 114.450 6.606 Vel = 6.45 43 0.0 1.682 1T 9.9 101.000 32.183 to 120 0.0 9.900 1.732 38. 44.67 0.0577 0.0 110.900. 6.403 Vel = 6.45 ' 0.0 44.67 40.318 K Factor = 7.04 *P -21 133 -38.98 1.682 0.0 112.000 26.156 to 120 0.0 0.0 -1.732 31 -38.98 - 0.0449 0.0 112.000 - 5.025.. - Vel = 5.63 • 31 0.0 1.682 0.0 7.000 19.399 to 120 0.0 - 0.0 0.0 • 32 -38.98 - 0.0449 •0.0 7.000 -0.314 Vel = 5.63 32 0.0 1.682 0.0 6.000 19.085 to 120 0.0 0.0 0.0 77 -38.98 - 0.0448 0.0 6.000 -0.269 Vel = 5.63 77 24.30 1.682 0.0 10.000 18.816 K Factor = 5.60 to 120 0.0 0.0 0.0 • 78 -14.68 - 0.0074 0.0 • 10.000 -0.074 Vel = 2.12: 78 24.24 1.682 0.0 10.000 18.742 . K Factor = 5.60 to 120 0.0 0.0 0.0 79 9.56 0.0034 0.0 10.000 0.034 Vel = 1.38 79 24.26 1.682 0.0 10.000 18.776 K Factor = 5.60 to 120 0.0 0.0 0.0 80 33.82 0.0345 0.0 10.000 0.345 Vel = 4.88 80 24.49 1.682 0.0 10.000 19.121 K Factor = 5.60 to 120 0.0 0.0 0.0 .81 58.31 0.0945 0.0 10.000 0.945 Vel = 8.42 81 25.09 1.682 1E 4.95 50.410 20.066 K Factor = 5.60 to 120 0.0 4.950 1.732 33 83.4 0.1832 0.0 55.360 10.144 Vel = 12.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard •. • • , . Crossfire Sprinkler Company • Page 6 PETCO RETAIL . Date 041612 ' Hyd. Qa Dia. Fitting Pipe Pt Pt . ' Ref: "C" or Ftng's Pe Pv Notes ; ; Point - - Qt --- Pf /Ft Eqv. Ln. - - Total -- Pf Pn -- -- -- 33 0.0 2.635 0.0 12.000 31.942 . to 120 0.0 0.0 0.0 34 83.4 0.0206 0.0 12.000 0.247 Vel = 4.91 34 82.26 2.635 0.0 12.000 32.189 to 120 0.0 0.0 0.0 35 165.66 0.0733 0.0 12.000 0.880 Vel = 9.75 35 84.04 2.635 0.0 12.000 33.069 to . • 120 0.0 0.0 .. 0.0 • 36 249.7 0.1565 . 0.0 12.000 1.878 Vel = 14.69 36 33.59 2.635 . . 0.0 12.000 34.947 to • 120 0.0 0.0 ' 0.0 . . 37 283.29 0.1978 0.0 12.000 2.373 , Vel = 16.67 ' 37 38.14 2.635 0.0 12.000 37.320. •to 120 0:0 0.0 0.0 38 321.43 0.2498 0.0 • 12.000 2.998 Vel = 18.91 38 44.67 2.635 2E 16.474 4.950 40.318 to 120 0.0 16.474 0.0 39 366.1 0.3178 0.0 21.424 6.808 Vel = 21.54 39 0.0 3.26 1E 9.408 31.120 47.126 to 120 0.0 9.408 • 0.0. 40 366.1 0.1.127 0.0 .40.528 4.567 • . .. Vel = 14.07 40 0.0 4.26 1E 13.167 16.000. . 51.693 to - 120 0.0 : 13.167 0.0 41 366.1 0.0306 0.0 29.167 0.893 Vel = 8.24 41 0.0 6.16 0.0 40.000 52.586 to 140 0.0 0.0 5.197 2 366.1 0.0038 0.0 40.000 0.154 Vel = 3.94 2 0.0 6.16 1E41434.576 5.000. 57.937 to 140 0.0 1330.000 0.0 1 366.1 0.0038 0.0 1335.000 5.101 Vel = 3.94 1 0.0 6.16 0.0 20.000 63.038 to 140 0.0 0.0 0.0 TEST 366.1 0.0038 0.0 20.000 0.076 Vel = 3.94 250.00 Qa = 250.00 616.10 63.114 K Factor = 77.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 [Page Too Large for OCR Processing]