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HomeMy WebLinkAboutB18-2720 BerbarianSheller_FP_11-31-18 Calcs Foothill Fire Protection 170 Erma Court Chico CA 95928 (530)826-3013 Job Name : BerbarianSheller_FP_6-15-18 Building : FP-2 Location : 6100 Wilson Landing Rd. - Chico, CA System : 1 Contract : Data File : BerbarianSheller FP 11-31-18.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Foothill Fire Protection Page 1 BerbarianSheller FP 6-15-18 Date HYDRAULIC CALCULATIONS for Project name: Berberian Nut- Sheller Location: 6100 Wilson Landing Rd. - Chico, CA Drawing no: FP-2 Date: 11-31-18 Design Remote area number: 1 Remote area location: Sheller Area Occupancy classification: Ordinary Hazard II Density: .2 - Gpm/SqFt Area of application: 2000- SqFt Coverage per sprinkler: 130 -SqFt Type of sprinklers calculated: 200° 8.0k SSU No. of sprinklers calculated: 15 In-rack demand: N/A- GPM Hose streams: 250- GPM Total water required(including hose streams): 633- GPM @ 45- Psi Type of system: Wet Volume of dry or preaction system: N/A- Gal Water supply information Date: 11-28-17 Location: Hydrant at main entrance Source: FFP Name of contractor: Foothill Fire Protection Address: 170 Erma Ct., Chico, CA 95928 Phone number: 530-826-3013 Name of designer: AA Authority having jurisdiction: Butte County Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Foothill Fire Protection Page 2 BerbarianSheller FP 6-15-18 Date City Water Supply: Demand: C1 - Static Pressure : 55 D1 - Elevation : 14.076 C2 - Residual Pressure: 50 D2- System Flow : 383.314 C2 - Residual Flow : 2397 D2- System Pressure : 45.208 Hose ( Demand ) : 250 D3- System Demand : 633.314 Safety Margin : 9.366 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 `'' C2 E 50 7[ E.32, c-- I I I 30 /20 , 10 fr ni 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Foothill Fire Protection Page 3 BerbarianSheller FP 6-15-18 Date Fitting Legend Abbrev. Name '/z % 1 1'/4 1'% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 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 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. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD Foothill Fire Protection Page 4 BerbarianSheller FP 6-15-18 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 102 32.5 8 9.83 na 25.09 0.2 123 7.0 101 32.5 8 9.88 na 25.14 0.2 123 7.0 100 32.5 8 10.04 na 25.34 0.2 123 7.0 16A 32.5 13.59 na 16 28.5 15.48 na 17 28.5 15.51 na 18 28.5 15.58 na 19 28.5 15.67 na 20 28.5 15.76 na 21 28.5 15.85 na 22 28.5 15.93 na 23 28.5 16.02 na 99 28.5 16.1 na 124 28.5 16.17 na 24 28.5 16.24 na 25 28.5 16.3 na 26 28.5 16.36 na 27 28.5 16.41 na 28 28.5 16.45 na 29 28.5 16.48 na 30 28.5 16.51 na 31 28.5 16.52 na 32 28.5 16.53 na 33 28.5 16.53 na 33A 32.5 14.91 na 76A 32.5 16.27 na 76 28.5 18.11 na 77 28.5 18.44 na TOR 28.5 27.1 na BOR -4.0 45.39 na TEST 0.0 45.21 na 250.0 103 32.5 8 9.83 na 25.09 0.2 123 7.0 104 32.5 8 9.88 na 25.14 0.2 123 7.0 105 32.5 8 10.04 na 25.35 0.2 123 7.0 58A 32.5 13.6 na 58 28.5 15.5 na 59 28.5 15.52 na 60 28.5 15.59 na 61 28.5 15.69 na 62 28.5 15.78 na 63 28.5 15.87 na 64 28.5 15.97 na 65 28.5 16.07 na 66 28.5 16.18 na 123 28.5 16.29 na 67 28.5 16.4 na 68 28.5 16.53 na 69 28.5 16.66 na 70 28.5 16.81 na 71 28.5 16.97 na 72 28.5 17.15 na 73 28.5 17.35 na 74 28.5 17.57 na 75 28.5 17.82 na 17A 32.5 13.08 na 106 32.5 8 9.65 na 24.85 0.2 123 7.0 107 32.5 8 9.5 na 24.66 0.2 123 7.0 108 32.5 8 9.46 na 24.6 0.2 123 7.0 109 32.5 8 9.46 na 24.6 0.2 123 7.0 110 32.5 8 9.5 na 24.66 0.2 123 7.0 111 32.5 8 9.65 na 24.86 0.2 123 7.0 59A 32.5 13.09 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard Foothill Fire Protection Page 5 BerbarianSheller FP 6-15-18 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 18A 32.5 13.58 na 114 32.5 8 12.24 na 27.99 0.2 123 7.0 112 32.5 8 12.22 na 27.97 0.2 123 7.0 113 32.5 8 12.24 na 27.98 0.2 123 7.0 60A 32.5 13.63 na 19A 32.5 13.94 na 61A 32.5 13.95 na 20A 32.5 14.03 na 62A 32.5 14.04 na 21A 32.5 14.12 na 63A 32.5 14.14 na 22A 32.5 14.2 na 64A 32.5 14.24 na 23A 32.5 14.29 na 65A 32.5 14.34 na 99A 32.5 14.37 na 66A 32.5 14.44 na 124A 32.5 14.45 na 123A 32.5 14.55 na 24A 32.5 14.52 na 67A 32.5 14.66 na 25A 32.5 14.59 na 68A 32.5 14.78 na 26A 32.5 14.65 na 69A 32.5 14.91 na 27A 32.5 14.71 na 70A 32.5 15.05 na 28A 32.5 14.75 na 71A 32.5 15.2 na 29A 32.5 14.8 na 72A 32.5 15.37 na 30A 32.5 14.83 na 73A 32.5 15.56 na 31A 32.5 14.86 na 74A 32.5 15.76 na 32A 32.5 14.89 na 75A 32.5 16.0 na The maximum velocity is 8.43 and it occurs in the pipe between nodes 76 and 77 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 6 BerbarianSheller FP 6-15-18 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 102 24.99 2.203 0.0 8.330 9.833 K Factor= 8.00 to 120.0 0.0 0.0 0.0 101 24.99 0.0053 0.0 8.330 0.044 Vel = 2.10 101 25.14 2.203 0.0 8.330 9.877 K Factor= 8.00 to 120.0 0.0 0.0 0.0 100 50.13 0.0192 0.0 8.330 0.160 Vel = 4.22 100 25.35 2.203 T 13.639 73.060 10.037 K Factor= 8.00 to 120.0 0.0 13.639 0.0 16A 75.48 0.0409 0.0 86.699 3.549 Vel = 6.35 16A 0.0 2.203 0.0 4.000 13.586 to 120.0 0.0 0.0 1.732 16 75.48 0.0412 0.0 4.000 0.165 Vel = 6.35 16 0.0 4.31 0.0 14.750 15.483 to 120.0 0.0 0.0 0.0 17 75.48 0.0016 0.0 14.750 0.023 Vel = 1.66 17 74.03 4.31 0.0 12.620 15.506 to 120.0 0.0 0.0 0.0 18 149.51 0.0055 0.0 12.620 0.069 Vel = 3.29 18 43.42 4.31 0.0 10.500 15.575 to 120.0 0.0 0.0 0.0 19 192.93 0.0089 0.0 10.500 0.093 Vel = 4.24 19 -2.36 4.31 0.0 10.500 15.668 to 120.0 0.0 0.0 0.0 20 190.57 0.0087 0.0 10.500 0.091 Vel = 4.19 20 -2.49 4.31 0.0 10.500 15.759 to 120.0 0.0 0.0 0.0 21 188.08 0.0085 0.0 10.500 0.089 Vel = 4.14 21 -2.92 4.31 0.0 10.500 15.848 to 120.0 0.0 0.0 0.0 22 185.16 0.0082 0.0 10.500 0.086 Vel = 4.07 22 -3.56 4.31 0.0 10.500 15.934 to 120.0 0.0 0.0 0.0 23 181.6 0.0079 0.0 10.500 0.083 Vel = 3.99 23 -4.40 4.31 0.0 10.500 16.017 to 120.0 0.0 0.0 0.0 99 177.2 0.0075 0.0 10.500 0.079 Vel = 3.90 99 -5.42 4.31 0.0 10.500 16.096 to 120.0 0.0 0.0 0.0 124 171.78 0.0071 0.0 10.500 0.075 Vel = 3.78 124 -6.59 4.31 0.0 10.500 16.171 to 120.0 0.0 0.0 0.0 24 165.19 0.0067 0.0 10.500 0.070 Vel = 3.63 24 -7.92 4.31 0.0 10.500 16.241 to 120.0 0.0 0.0 0.0 25 157.27 0.0060 0.0 10.500 0.063 Vel = 3.46 25 -9.40 4.31 0.0 10.500 16.304 to 120.0 0.0 0.0 0.0 26 147.87 0.0054 0.0 10.500 0.057 Vel = 3.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 7 BerbarianSheller FP 6-15-18 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 26 -11.05 4.31 0.0 10.500 16.361 to 120.0 0.0 0.0 0.0 27 136.82 0.0047 0.0 10.500 0.049 Vel = 3.01 27 -12.85 4.31 0.0 10.500 16.410 to 120.0 0.0 0.0 0.0 28 123.97 0.0039 0.0 10.500 0.041 Vel = 2.73 28 -14.81 4.31 0.0 10.500 16.451 to 120.0 0.0 0.0 0.0 29 109.16 0.0031 0.0 10.500 0.033 Vel = 2.40 29 -16.93 4.31 0.0 10.500 16.484 to 120.0 0.0 0.0 0.0 30 92.23 0.0022 0.0 10.500 0.023 Vel = 2.03 30 -19.22 4.31 0.0 10.500 16.507 to 120.0 0.0 0.0 0.0 31 73.01 0.0015 0.0 10.500 0.016 Vel = 1.61 31 -21.67 4.31 0.0 10.500 16.523 to 120.0 0.0 0.0 0.0 32 51.34 0.0008 0.0 10.500 0.008 Vel = 1.13 32 -24.28 4.31 0.0 10.500 16.531 to 120.0 0.0 0.0 0.0 33 27.06 0.0002 0.0 10.500 0.002 Vel = 0.60 33 0.0 2.203 T 13.639 4.000 16.533 to 120.0 0.0 13.639 -1.732 33A 27.06 0.0061 0.0 17.639 0.108 Vel = 2.28 33A 0.0 2.203 2T 27.277 187.760 14.909 to 120.0 E 6.819 34.096 0.0 76A 27.06 0.0061 0.0 221.856 1.362 Vel = 2.28 76A 0.0 2.203 T 13.639 4.000 16.271 to 120.0 0.0 13.639 1.732 76 27.06 0.0062 0.0 17.639 0.109 Vel = 2.28 76 356.25 4.31 0.0 10.500 18.112 to 120.0 0.0 0.0 0.0 77 383.31 0.0314 0.0 10.500 0.330 Vel = 8.43 77 0.0 4.31 0.0 275.000 18.442 to 120.0 0.0 0.0 0.0 TOR 383.31 0.0315 0.0 275.000 8.663 Vel = 8.43 TOR 0.0 4.31 E 13.937 24.500 27.105 to 120.0 Fsp 0.0 13.937 17.076 * * Fixed Loss = 3 BOR 383.31 0.0315 0.0 38.437 1.211 Vel = 8.43 BOR 0.0 8.249 4E 84.564 1035.000 45.392 to 120.0 T 41.108 125.672 -1.732 TEST 383.31 0.0013 0.0 1160.672 1.548 Vel = 2.30 250.00 Qa = 250.00 633.31 45.208 K Factor= 94.19 102 0.09 2.203 0.0 8.340 9.833 to 120.0 0.0 0.0 0.0 103 0.09 0.0 0.0 8.340 0.0 Vel = 0.01 103 25.09 2.203 0.0 8.330 9.833 K Factor= 8.00 to 120.0 0.0 0.0 0.0 104 25.18 0.0054 0.0 8.330 0.045 Vel = 2.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 8 BerbarianSheller FP 6-15-18 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 104 25.14 2.203 0.0 8.330 9.878 K Factor= 8.00 to 120.0 0.0 0.0 0.0 105 50.32 0.0193 0.0 8.330 0.161 Vel = 4.24 105 25.35 2.203 T 13.639 73.060 10.039 K Factor= 8.00 to 120.0 0.0 13.639 0.0 58A 75.67 0.0411 0.0 86.699 3.566 Vel = 6.37 58A 0.0 2.203 0.0 4.000 13.605 to 120.0 0.0 0.0 1.732 58 75.67 0.0412 0.0 4.000 0.165 Vel = 6.37 58 0.0 4.31 0.0 14.750 15.502 to 120.0 0.0 0.0 0.0 59 75.67 0.0016 0.0 14.750 0.023 Vel = 1.66 59 74.20 4.31 0.0 12.630 15.525 to 120.0 0.0 0.0 0.0 60 149.87 0.0055 0.0 12.630 0.070 Vel = 3.30 60 40.52 4.31 0.0 10.500 15.595 to 120.0 0.0 0.0 0.0 61 190.39 0.0087 0.0 10.500 0.091 Vel = 4.19 61 2.35 4.31 0.0 10.500 15.686 to 120.0 0.0 0.0 0.0 62 192.74 0.0088 0.0 10.500 0.092 Vel = 4.24 62 2.50 4.31 0.0 10.500 15.778 to 120.0 0.0 0.0 0.0 63 195.24 0.0090 0.0 10.500 0.095 Vel = 4.29 63 2.91 4.31 0.0 10.500 15.873 to 120.0 0.0 0.0 0.0 64 198.15 0.0093 0.0 10.500 0.098 Vel = 4.36 64 3.56 4.31 0.0 10.500 15.971 to 120.0 0.0 0.0 0.0 65 201.71 0.0096 0.0 10.500 0.101 Vel = 4.44 65 4.41 4.31 0.0 10.500 16.072 to 120.0 0.0 0.0 0.0 66 206.12 0.0100 0.0 10.500 0.105 Vel = 4.53 66 5.41 4.31 0.0 10.500 16.177 to 120.0 0.0 0.0 0.0 123 211.53 0.0105 0.0 10.500 0.110 Vel = 4.65 123 6.59 4.31 0.0 10.500 16.287 to 120.0 0.0 0.0 0.0 67 218.12 0.0110 0.0 10.500 0.116 Vel = 4.80 67 7.92 4.31 0.0 10.500 16.403 to 120.0 0.0 0.0 0.0 68 226.04 0.0119 0.0 10.500 0.125 Vel = 4.97 68 9.40 4.31 0.0 10.500 16.528 to 120.0 0.0 0.0 0.0 69 235.44 0.0128 0.0 10.500 0.134 Vel = 5.18 69 11.05 4.31 0.0 10.500 16.662 to 120.0 0.0 0.0 0.0 70 246.49 0.0139 0.0 10.500 0.146 Vel = 5.42 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 9 BerbarianSheller FP 6-15-18 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 70 12.85 4.31 0.0 10.500 16.808 to 120.0 0.0 0.0 0.0 71 259.34 0.0153 0.0 10.500 0.161 Vel = 5.70 71 14.81 4.31 0.0 10.500 16.969 to 120.0 0.0 0.0 0.0 72 274.15 0.0170 0.0 10.500 0.178 Vel = 6.03 72 16.93 4.31 0.0 10.500 17.147 to 120.0 0.0 0.0 0.0 73 291.08 0.0189 0.0 10.500 0.198 Vel = 6.40 73 19.22 4.31 0.0 10.500 17.345 to 120.0 0.0 0.0 0.0 74 310.3 0.0213 0.0 10.500 0.224 Vel = 6.82 74 21.67 4.31 0.0 10.500 17.569 to 120.0 0.0 0.0 0.0 75 331.97 0.0242 0.0 10.500 0.254 Vel = 7.30 75 24.28 4.31 0.0 10.500 17.823 to 120.0 0.0 0.0 0.0 76 356.25 0.0275 0.0 10.500 0.289 Vel = 7.83 0.0 356.25 18.112 K Factor= 83.71 17 -74.03 2.203 T 13.639 4.000 15.506 to 120.0 0.0 13.639 -1.732 17A -74.03 -0.0395 0.0 17.639 -0.697 Vel = 6.23 17A 0.0 2.203 T 13.639 73.060 13.077 to 120.0 0.0 13.639 0.0 106 -74.03 -0.0395 0.0 86.699 -3.424 Vel = 6.23 106 24.86 2.203 0.0 8.330 9.653 K Factor= 8.00 to 120.0 0.0 0.0 0.0 107 -49.17 -0.0186 0.0 8.330 -0.155 Vel = 4.14 107 24.65 2.203 0.0 8.330 9.498 K Factor= 8.00 to 120.0 0.0 0.0 0.0 108 -24.52 -0.0050 0.0 8.330 -0.042 Vel = 2.06 108 24.60 2.203 0.0 8.340 9.456 K Factor= 8.00 to 120.0 0.0 0.0 0.0 109 0.08 0.0 0.0 8.340 0.0 Vel = 0.01 109 24.60 2.203 0.0 8.330 9.456 K Factor= 8.00 to 120.0 0.0 0.0 0.0 110 24.68 0.0052 0.0 8.330 0.043 Vel = 2.08 110 24.66 2.203 0.0 8.330 9.499 K Factor= 8.00 to 120.0 0.0 0.0 0.0 111 49.34 0.0186 0.0 8.330 0.155 Vel = 4.15 111 24.86 2.203 T 13.639 73.060 9.654 K Factor= 8.00 to 120.0 0.0 13.639 0.0 59A 74.2 0.0397 0.0 86.699 3.439 Vel = 6.25 59A 0.0 2.203 T 13.639 4.000 13.093 to 120.0 0.0 13.639 1.732 59 74.2 0.0397 0.0 17.639 0.700 Vel = 6.25 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 10 BerbarianSheller FP 6-15-18 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 74.20 15.525 K Factor= 18.83 18 -43.42 2.203 T 13.639 4.000 15.575 to 120.0 0.0 13.639 -1.732 18A -43.42 -0.0147 0.0 17.639 -0.260 Vel = 3.65 18A 0.0 2.203 T 13.639 77.350 13.583 to 120.0 0.0 13.639 0.0 114 -43.42 -0.0147 0.0 90.989 -1.339 Vel = 3.65 114 27.99 2.203 0.0 11.125 12.244 K Factor= 8.00 to 120.0 0.0 0.0 0.0 112 -15.43 -0.0022 0.0 11.125 -0.024 Vel = 1.30 112 27.97 2.203 0.0 10.833 12.220 K Factor= 8.00 to 120.0 0.0 0.0 0.0 113 12.54 0.0015 0.0 10.833 0.016 Vel = 1.06 113 27.98 2.203 E 6.819 87.500 12.236 K Factor= 8.00 to 120.0 T 13.639 20.458 0.0 60A 40.52 0.0129 0.0 107.958 1.398 Vel = 3.41 60A 0.0 2.203 T 13.639 4.000 13.634 to 120.0 0.0 13.639 1.732 60 40.52 0.0130 0.0 17.639 0.229 Vel = 3.41 0.0 40.52 15.595 K Factor= 10.26 19 2.36 2.203 T 13.639 4.000 15.668 to 120.0 0.0 13.639 -1.732 19A 2.36 0.0001 0.0 17.639 0.001 Vel = 0.20 19A 0.0 2.203 2T 27.277 187.760 13.937 to 120.0 E 6.819 34.096 0.0 61A 2.36 0.0001 0.0 221.856 0.015 Vel = 0.20 61A 0.0 2.203 T 13.639 4.000 13.952 to 120.0 0.0 13.639 1.732 61 2.36 0.0001 0.0 17.639 0.002 Vel = 0.20 0.0 2.36 15.686 K Factor= 0.60 20 2.50 2.203 T 13.639 4.000 15.759 to 120.0 0.0 13.639 -1.732 20A 2.5 0.0001 0.0 17.639 0.001 Vel = 0.21 20A 0.0 2.203 2T 27.277 187.760 14.028 to 120.0 E 6.819 34.096 0.0 62A 2.5 0.0001 0.0 221.856 0.016 Vel = 0.21 62A 0.0 2.203 T 13.639 4.000 14.044 to 120.0 0.0 13.639 1.732 62 2.5 0.0001 0.0 17.639 0.002 Vel = 0.21 0.0 2.50 15.778 K Factor= 0.63 21 2.91 2.203 T 13.639 4.000 15.848 to 120.0 0.0 13.639 -1.732 21A 2.91 0.0001 0.0 17.639 0.001 Vel = 0.24 21A 0.0 2.203 2T 27.277 187.760 14.117 to 120.0 E 6.819 34.096 0.0 63A 2.91 0.0001 0.0 221.856 0.022 Vel = 0.24 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 11 BerbarianSheller FP 6-15-18 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 63A 0.0 2.203 T 13.639 4.000 14.139 to 120.0 0.0 13.639 1.732 63 2.91 0.0001 0.0 17.639 0.002 Vel = 0.24 0.0 2.91 15.873 K Factor= 0.73 22 3.56 2.203 T 13.639 4.000 15.934 to 120.0 0.0 13.639 -1.732 22A 3.56 0.0001 0.0 17.639 0.002 Vel = 0.30 22A 0.0 2.203 2T 27.277 187.760 14.204 to 120.0 E 6.819 34.096 0.0 64A 3.56 0.0001 0.0 221.856 0.032 Vel = 0.30 64A 0.0 2.203 T 13.639 4.000 14.236 to 120.0 0.0 13.639 1.732 64 3.56 0.0002 0.0 17.639 0.003 Vel = 0.30 0.0 3.56 15.971 K Factor= 0.89 23 4.40 2.203 T 13.639 4.000 16.017 to 120.0 0.0 13.639 -1.732 23A 4.4 0.0002 0.0 17.639 0.003 Vel = 0.37 23A 0.0 2.203 2T 27.277 187.760 14.288 to 120.0 E 6.819 34.096 0.0 65A 4.4 0.0002 0.0 221.856 0.047 Vel = 0.37 65A 0.0 2.203 T 13.639 4.000 14.335 to 120.0 0.0 13.639 1.732 65 4.4 0.0003 0.0 17.639 0.005 Vel = 0.37 0.0 4.40 16.072 K Factor= 1.10 99 5.42 2.203 T 13.639 4.000 16.096 to 120.0 0.0 13.639 -1.732 99A 5.42 0.0003 0.0 17.639 0.005 Vel = 0.46 99A 0.0 2.203 2T 27.277 187.760 14.369 to 120.0 E 6.819 34.096 0.0 66A 5.42 0.0003 0.0 221.856 0.070 Vel = 0.46 66A 0.0 2.203 T 13.639 4.000 14.439 to 120.0 0.0 13.639 1.732 66 5.42 0.0003 0.0 17.639 0.006 Vel = 0.46 0.0 5.42 16.177 K Factor= 1.35 124 6.59 2.203 T 13.639 4.000 16.171 to 120.0 0.0 13.639 -1.732 124A 6.59 0.0005 0.0 17.639 0.008 Vel = 0.55 124A 0.0 2.203 2T 27.277 187.760 14.447 to 120.0 E 6.819 34.096 0.0 123A 6.59 0.0004 0.0 221.856 0.099 Vel = 0.55 123A 0.0 2.203 T 13.639 4.000 14.546 to 120.0 0.0 13.639 1.732 123 6.59 0.0005 0.0 17.639 0.009 Vel = 0.55 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 12 BerbarianSheller FP 6-15-18 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 6.59 16.287 K Factor= 1.63 24 7.92 2.203 T 13.639 4.000 16.241 to 120.0 0.0 13.639 -1.732 24A 7.92 0.0006 0.0 17.639 0.011 Vel = 0.67 24A 0.0 2.203 2T 27.277 187.760 14.520 to 120.0 E 6.819 34.096 0.0 67A 7.92 0.0006 0.0 221.856 0.140 Vel = 0.67 67A 0.0 2.203 T 13.639 4.000 14.660 to 120.0 0.0 13.639 1.732 67 7.92 0.0006 0.0 17.639 0.011 Vel = 0.67 0.0 7.92 16.403 K Factor= 1.96 25 9.40 2.203 T 13.639 4.000 16.304 to 120.0 0.0 13.639 -1.732 25A 9.4 0.0009 0.0 17.639 0.015 Vel = 0.79 25A 0.0 2.203 2T 27.277 187.760 14.587 to 120.0 E 6.819 34.096 0.0 68A 9.4 0.0009 0.0 221.856 0.193 Vel = 0.79 68A 0.0 2.203 T 13.639 4.000 14.780 to 120.0 0.0 13.639 1.732 68 9.4 0.0009 0.0 17.639 0.016 Vel = 0.79 0.0 9.40 16.528 K Factor= 2.31 26 11.05 2.203 T 13.639 4.000 16.361 to 120.0 0.0 13.639 -1.732 26A 11.05 0.0011 0.0 17.639 0.020 Vel = 0.93 26A 0.0 2.203 2T 27.277 187.760 14.649 to 120.0 E 6.819 34.096 0.0 69A 11.05 0.0012 0.0 221.856 0.260 Vel = 0.93 69A 0.0 2.203 T 13.639 4.000 14.909 to 120.0 0.0 13.639 1.732 69 11.05 0.0012 0.0 17.639 0.021 Vel = 0.93 0.0 11.05 16.662 K Factor= 2.71 27 12.85 2.203 T 13.639 4.000 16.410 to 120.0 0.0 13.639 -1.732 27A 12.85 0.0015 0.0 17.639 0.027 Vel = 1.08 27A 0.0 2.203 2T 27.277 187.760 14.705 to 120.0 E 6.819 34.096 0.0 70A 12.85 0.0015 0.0 221.856 0.343 Vel = 1.08 70A 0.0 2.203 T 13.639 4.000 15.048 to 120.0 0.0 13.639 1.732 70 12.85 0.0016 0.0 17.639 0.028 Vel = 1.08 0.0 12.85 16.808 K Factor= 3.13 28 14.81 2.203 T 13.639 4.000 16.451 to 120.0 0.0 13.639 -1.732 28A 14.81 0.0020 0.0 17.639 0.035 Vel = 1.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 13 BerbarianSheller FP 6-15-18 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 28A 0.0 2.203 2T 27.277 187.760 14.754 to 120.0 E 6.819 34.096 0.0 71A 14.81 0.0020 0.0 221.856 0.447 Vel = 1.25 71A 0.0 2.203 T 13.639 4.000 15.201 to 120.0 0.0 13.639 1.732 71 14.81 0.0020 0.0 17.639 0.036 Vel = 1.25 0.0 14.81 16.969 K Factor= 3.60 29 16.93 2.203 T 13.639 4.000 16.484 to 120.0 0.0 13.639 -1.732 29A 16.93 0.0026 0.0 17.639 0.045 Vel = 1.43 29A 0.0 2.203 2T 27.277 187.760 14.797 to 120.0 E 6.819 34.096 0.0 72A 16.93 0.0026 0.0 221.856 0.572 Vel = 1.43 72A 0.0 2.203 T 13.639 4.000 15.369 to 120.0 0.0 13.639 1.732 72 16.93 0.0026 0.0 17.639 0.046 Vel = 1.43 0.0 16.93 17.147 K Factor= 4.09 30 19.22 2.203 T 13.639 4.000 16.507 to 120.0 0.0 13.639 -1.732 30A 19.22 0.0032 0.0 17.639 0.057 Vel = 1.62 30A 0.0 2.203 2T 27.277 187.760 14.832 to 120.0 E 6.819 34.096 0.0 73A 19.22 0.0033 0.0 221.856 0.724 Vel = 1.62 73A 0.0 2.203 T 13.639 4.000 15.556 to 120.0 0.0 13.639 1.732 73 19.22 0.0032 0.0 17.639 0.057 Vel = 1.62 0.0 19.22 17.345 K Factor= 4.61 31 21.67 2.203 T 13.639 4.000 16.523 to 120.0 0.0 13.639 -1.732 31A 21.67 0.0040 0.0 17.639 0.071 Vel = 1.82 31A 0.0 2.203 2T 27.277 187.760 14.862 to 120.0 E 6.819 34.096 0.0 74A 21.67 0.0041 0.0 221.856 0.903 Vel = 1.82 74A 0.0 2.203 T 13.639 4.000 15.765 to 120.0 0.0 13.639 1.732 74 21.67 0.0041 0.0 17.639 0.072 Vel = 1.82 0.0 21.67 17.569 K Factor= 5.17 32 24.28 2.203 T 13.639 4.000 16.531 to 120.0 0.0 13.639 -1.732 32A 24.28 0.0050 0.0 17.639 0.088 Vel = 2.04 32A 0.0 2.203 2T 27.277 187.760 14.887 to 120.0 E 6.819 34.096 0.0 75A 24.28 0.0050 0.0 221.856 1.115 Vel = 2.04 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Foothill Fire Protection Page 14 BerbarianSheller FP 6-15-18 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 75A 0.0 2.203 T 13.639 4.000 16.002 to 120.0 0.0 13.639 1.732 75 24.28 0.0050 0.0 17.639 0.089 Vel = 2.04 0.0 24.28 17.823 K Factor= 5.75 Computer Programs by Hydratec Inc. Revision: 50.52.1