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5.‘e9 0 -C #y PAM% Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd.Apartments Building : FP-2 Bldg.4 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #2 Contract : 16020 Data File : Bldg. 4 Wet Hydraulic Calc. 3rd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • AFP Systems, Inc. Page 1 Greenburg Rd.Apartments Date 2.26.16 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road, Tigard, OR 97220 Drawing no: FP-2 Bldg. 4 Date: 3/8/16 Design Remote area number: #2 Remote area location: 3rd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 4 HEADS -SqFt Coverage per sprinkler: 256-SqFt Type of sprinklers calculated: Tyco TY1334 1/2"Q.R. 4.2 Hor. S/W 155° No. of sprinklers calculated: 4 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 203.8-GPM @ 65.4-Psi Type of system: Wet Volume of dry or preaction system: n/a-Gal Water supply information Date: 2/16/16 Location: SW Greenburg&SW Summit Dr. Source: Tualatin Valley Water Dist. Name of contractor: AFP Systems, Inc. Address: 19435 SW 129th Ave, Tualatin, OR Phone number: 503.692.9284 Name of designer: Ken Molinari Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) . PROfiFS �,G1N��s'o 54330PE �r r OREGONlitZ` Y13 vat* C. se Expires: 6//a Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Water Supply Curve C AFP Systems, Inc. Page 2 Greenburg Rd. Apartments Date 2.26.16 City Water Supply: Demand: Cl -Static Pressure : 78 D1 - Elevation : 5.847 C2- Residual Pressure: 73 D2-System Flow : 103.823 C2- Residual Flow : 446.75 D2-System Pressure : 65.413 Hose( Demand ) : 100 D3-System Demand :203.823 Safety Margin : 11.416 150 140 130 P 120 R 110 E 100 S 90 S 80 o C1 C2 U 70 D2• 0 R 60 - D3 E 50 40 30 20 10 50 100 150 200 250 300 350 400 450 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- NFPA 2007 AFP Systems, Inc. Page 3 Greenburg Rd. Apartments Date 2.26.16 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.829 203.82 65.413 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H34 25.5 4.2 39.61 26.43 H35 25.5 4.2 37.15 25.6 H36 25.5 4.2 37.16 25.6 H38 25.5 4.2 38.87 26.19 210 17.5 51.28 211 17.5 50.58 212 17.5 50.57 213 17.5 50.42 214 17.5 50.34 215 17.5 50.33 216 17.5 50.33 217 17.5 50.32 218 17.5 50.32 219 17.5 50.31 220 17.5 50.23 221 17.5 50.21 222 17.5 49.77 223 17.5 49.28 224 17.5 49.02 225 17.5 48.76 226 17.5 48.51 227 17.5 47.84 228 17.5 46.74 33B 17.5 46.54 229 17.5 46.54 230 17.5 46.32 231 17.5 45.56 62B 17.5 45.61 37B 17.5 45.65 38B 17.5 45.66 63B 17.5 45.92 64B 17.5 46.61 232 17.5 46.59 233 17.5 46.57 234 17.5 46.62 43B 17.5 46.71 235 17.5 47.09 236 17.5 47.7 237 17.5 47.85 238 17.5 48.51 239 17.5 49.16 240 17.5 49.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 • Flow Summary- NFPA 2007 AFP Systems, Inc. Page 4 Greenburg Rd.Apartments Date 2.26.16 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 241 17.5 49.56 242 17.5 49.83 243 17.5 49.99 244 17.5 50.7 35B 17.5 43.97 40B 17.5 46.59 72B 17.5 46.59 73B 17.5 46.59 41B 17.5 46.59 RISERS 0.0 48.2 245 17.5 50.48 247 17.5 50.28 246 17.5 50.42 61B 17.5 46.45 10A 8.5 55.46 11 8.5 54.62 12 8.5 54.6 13 8.5 54.4 14 8.5 54.26 15 8.5 54.24 16 8.5 54.23 17 8.5 54.23 18 8.5 54.22 19 8.5 54.22 20 8.5 54.13 21 8.5 54.12 22 8.5 53.67 23 8.5 53.17 24 8.5 52.88 25 8.5 52.66 26 8.5 52.47 27 8.5 51.9 28 8.5 51.66 29 8.5 51.54 30 8.5 51.56 31 8.5 51.57 32 8.5 51.58 33 8.5 51.59 34 8.5 51.67 35 8.5 51.78 36 8.5 51.79 37 8.5 52.02 38 8.5 52.47 39 8.5 52.95 40 8.5 53.53 41 8.5 53.63 42 8.5 53.74 43 8.5 53.97 44 8.5 54.71 45 8.5 54.48 47 8.5 54.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary- NFPA 2007 AFP Systems, Inc. Page 5 Greenburg Rd.Apartments Date 2.26.16 NODE ANALYSIS(cont.) Pressure Discharge - Node Tag Elevation Node Type at Node at Node Notes 46 8.5 54.4 10 8.5 55.31 TWR 8.5 55.83 BWR 2.0 61.71 UG1 -3.0 64.01 UG7 3.0 61.95 BFI 3.0 62.31 BF2 3.0 69.13 SRC 12.0 65.41 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Page 6 Greenburg Rd.Apartments Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H34 25.500 4.20 26.43 1 3E 11.475 9.333 150 39.611 to T 9.563 21.037 3.465 33B 17.500 26.43 1.101 0.0 30.370 0.1140 3.462 Vel = 8.91 0.0 33B 26.43 46.538 K Factor= 3.87 H35 25.500 4.20 25.60 1 2E 7.65 14.000 150 37.152 to T 9.563 17.212 3.465 35B 17.500 25.6 1.101 0.0 31.212 0.1074 3.353 Vel= 8.63 0.0 35B 25.60 43.970 K Factor= 3.86 H36 25.500 4.20 25.60 1 2E 7.65 13.917 150 37.160 to T 9.563 17.212 3.465 35B 17.500 25.6 1.101 0.0 31.129 0.1075 3.345 Vel = 8.63 0.0 35B 25.60 43.970 K Factor= 3.86 H38 25.500 4.20 26.19 1 2E 7.65 12.417 150 38.873 to T 9.563 17.212 3.465 38B 17.500 26.19 1.101 0.0 29.629 0.1120 3.319 Vel = 8.83 0.0 38B 26.19 45.657 K Factor= 3.88 210 17.500 -19.44 1.25 T 9.523 19.917 150 51.283 to E 4.762 14.284 0.0 211 17.500 -19.44 1.394 0.0 34.201 -0.0205 -0.700 Vel = 4.09 211 17.500 10.26 1.25 0.0 2.667 150 50.583 to 0.0 0.0 0.0 212 17.500 -9.18 1.394 0.0 2.667 -0.0049 -0.013 Vel = 1.93 212 17.500 0.0 1.25 E 4.762 23.667 150 50.570 to 0.0 4.761 0.0 213 17.500 -9.18 1.394 0.0 28.428 -0.0051 -0.145 Vel = 1.93 213 17.500 0.72 1.25 T 9.523 9.583 150 50.425 to 0.0 9.523 0.0 214 17.500 -8.46 1.394 0.0 19.106 -0.0044 -0.084 Vel= 1.78 214 17.500 5.34 1.25 T 9.523 10.667 150 50.341 to 0.0 9.523 0.0 215 17.500 -3.12 1.394 0.0 20.190 -0.0007 -0.014 Vel = 0.66 215 17.500 2.15 1.25 T 9.523 9.583 150 50.327 to 0.0 9.523 0.0 216 17.500 -0.97 1.394 0.0 19.106 -0.0001 -0.002 Vel = 0.20 216 17.500 0.0 1.25 3E 14.285 37.167 150 50.325 to 0.0 14.285 0.0 217 17.500 -0.97 1.394 0.0 51.452 -0.0001 -0.004 Vel= 0.20 217 17.500 -2.15 1.25 0.0 5.417 150 50.321 to 0.0 0.0 0.0 218 17.500 -3.12 1.394 0.0 5.417 _-0.0007 -0.004 Vel= 0.66 - 218 17.500 -1.26 1.25 0.0 5.250 150 50.317 to 0.0 0.0 0.0 219 17.500 -4.38 1.394 0.0 5.250 -0.0013 -0.007 Vel= 0.92 ` 219 17.500 -5.34 1.25 0.0 14.750 150 50.310 to 0.0 0.0 0.0 220 17.500 -9.72 1.394 0.0 14.750 -0.0056 -0.083 Vel = 2.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • I Final Calculations - Hazen-Williams AFP Systems, Inc. Page 7 Greenburg Rd.Apartments Date 2.26.16 • Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 220 17.500 -1.34 1.25 0.0 2.667 150 50.227 to 0.0 0.0 0.0 221 17.500 -11.06 1.394 0.0 2.667 -0.0071 -0.019 Vel= 2.32 221 17.500 -7.46 1.25 0.0 23.417 150 50.208 to 0.0 0.0 0.0 222 17.500 -18.52 1.394 0.0 23.417 -0.0187 -0.438 Vel = 3.89 222 17.500 -0.12 1.25 0.0 26.000 150 49.770 to 0.0 0.0 0.0 223 17.500 -18.64 1.394 0.0 26.000 -0.0190 -0.493 Vel = 3.92 223 17.500 0.68 1.25 0.0 14.500 150 49.277 to 0.0 0.0 0.0 224 17.500 -17.96 1.394 0.0 14.500 -0.0177 -0.256 Vel= 3.78 224 17.500 -12.16 1.25 0.0 5.583 150 49.021 to 0.0 0.0 0.0 225 17.500 -30.12 1.394 0.0 5.583 -0.0460 -0.257 Vel = 6.33 225 17.500 -0.81 1.25 0.0 5.167 150 48.764 to 0.0 0.0 0.0 226 17.500 -30.93 1.394 0.0 5.167 -0.0482 -0.249 Vel = 6.50 226 17.500 1.19 1.25 0.0 14.917 150 48.515 to 0.0 0.0 0.0 227 17.500 -29.74 1.394 0.0 14.917 -0.0449 -0.670 Vel= 6.25 " 227 17.500 -9.75 1.25 0.0 14.500 150 47.845 to 0.0 0.0 0.0 228 17.500 -39.49 1.394 0.0 14.500 -0.0759 -1.101 Vel = 8.30 228 17.500 11.64 1.25 0.0 5.167 150 46.744 to 0.0 0.0 0.0 33B 17.500 -27.85 1.394 0.0 5.167 -0.0399 -0.206 Vel = 5.85 33B 17.500 26.43 1.25 0.0 0.417 150 46.538 to 0.0 0.0 0.0 229 17.500 -1.42 1.394 0.0 0.417 0 0.0 Vel = 0.30 229 17.500 -27.68 1.25 0.0 5.167 150 46.538 to 0.0 0.0 0.0 230 17.500 -29.1 1.394 0.0 5.167 -0.0432 -0.223 Vel = 6.12 230 17.500 -13.07 1.25 0.0 8.833 150 46.315 to 0.0 0.0 0.0 231 17.500 -42.17 1.394 0.0 8.833 -0.0857 -0.757 Vel = 8.86 231 17.500 51.21 1.25 T 9.523 0.833 150 45.558 to 0.0 9.523 0.0 62B 17.500 9.04 1.394 0.0 10.356 0.0049 0.051 Vel = 1.90 62B 17.500 0.0 1.25 0.0 8.500 150 45.609 to 0.0 0.0 0.0 37B 17.500 9.04 1.394 0.0 8.500 0.0051 0.043 Vel= 1.90 37B 17.500 0.0 1.25 0.0 1.083 150 45.652 to 0.0 0.0 0.0 38B 17.500 9.04 1.394 0.0 1.083 0.0046 0.005 Vel= 1.90 38B 17.500 26.18 1.25 0.0 4.333 150 45.657 to 0.0 0.0 0.0 ` 63B 17.500 35.22 1.394 0.0 4.333 0.0614 0.266 Vel= 7.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • AFP Systems, Inc. Page 8 Greenburg Rd.Apartments Date 2.26.16 ' Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 63B 17.500 0.0 1.25 E 4.762 6.417 150 45.923 to 0.0 4.761 0.0 64B 17.500 35.22 1.394 0.0 11.178 0.0615 0.687 Vel = 7.40 64B 17.500 -39.55 1.25 T 9.523 5.417 150 46.610 to 0.0 9.523 0.0 232 17.500 -4.33 1.394 0.0 14.940 -0.0013 -0.019 Vel = 0.91 232 17.500 0.0 1.25 T 9.523 9.583 150 46.591 to 0.0 9.523 0.0 233 17.500 -4.33 1.394 0.0 19.106 -0.0013 -0.024 Vel = 0.91 233 17.500 13.07 1.25 0.0 10.667 150 46.567 to 0.0 0.0 0.0 234 17.500 8.74 1.394 0.0 10.667 0.0046 0.049 Vel = 1.84 234 17.500 -11.64 1.25 T 9.523 1.333 150 46.616 to 0.0 9.523 0.0 64B 17.500 -2.9 1.394 0.0 10.856 -0.0006 -0.006 Vel = 0.61 64B 17.500 39.55 1.25 0.0 1.583 150 46.610 to 0.0 0.0 0.0 43B 17.500 36.65 1.394 0.0 1.583 0.0657 0.104 Vel = 7.70 43B 17.500 0.0 1.25 0.0 5.750 150 46.714 to 0.0 0.0 0.0 235 17.500 36.65 1.394 0.0 5.750 0.0663 0.381 Vel = 7.70 " 235 17.500 -16.75 1.25 E 4.762 23.500 150 47.095 to 0.0 4.761 0.0 236 17.500 19.9 1.394 0.0 28.261 0.0214 0.604 Vel = 4.18 ' 236 17.500 -10.69 1.25 E 4.762 23.917 150 47.699 to 0.0 4.761 0.0 237 17.500 9.21 1.394 0.0 28.678 0.0051 0.147 Vel = 1.94 237 17.500 16.74 1.25 T 9.523 9.583 150 47.846 to 0.0 9.523 0.0 238 17.500 25.95 1.394 0.0 19.106 0.0349 0.667 Vel = 5.46 238 17.500 -1.19 1.25 T 9.523 10.667 150 48.513 to 0.0 9.523 0.0 239 17.500 24.76 1.394 0.0 20.190 0.0320 0.646 Vel= 5.20 239 17.500 12.17 1.25 0.0 3.417 150 49.159 to 0.0 0.0 0.0 240 17.500 36.93 1.394 0.0 3.417 0.0670 0.229 Vel = 7.76 240 17.500 -13.70 1.25 0.0 6.167 150 49.388 to 0.0 0.0 0.0 241 17.500 23.23 1.394 0.0 6.167 0.0285 0.176 Vel= 4.88 241 17.500 -10.54 1.25 E 4.762 23.500 150 49.564 to 0.0 4.761 0.0 242 17.500 12.69 1.394 0.0 28.261 0.0093 0.262 Vel= 2.67 242 17.500 -3.12 1.25 E 4.762 25.750 150 49.826 to 0.0 4.761 0.0 - 243 17.500 9.57 1.394 0.0 30.511 0.0055 0.168 Vel = 2.01 243 17.500 10.54 1.25 2E 9.523 23.083 150 49.994 to 0.0 9.523 0.0 244 17.500 20.11 1.394 0.0 32.606 0.0218 0.711 Vel = 4.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 9 Greenburg Rd. Apartments Date 2.26.16 " Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 244 17.500 10.18 1.25 T 9.523 2.917 150 50.705 to 0.0 9.523 0.0 210 17.500 30.29 1.394 0.0 12.440 0.0465 0.578 Vel = 6.37 0.0 210 30.29 51.283 K Factor= 4.23 35B 17.500 51.20 1.25 T 9.523 3.417 150 43.970 to 0.0 9.523 0.0 231 17.500 51.2 1.394 0.0 12.940 0.1227 1.588 Vel = 10.76 0.0 231 51.20 45.558 K Factor= 7.59 40B 17.500 0.0 1.25 E 4.762 0.750 150 46.591 to 0.0 4.761 0.0 72B 17.500 0.0 1.394 0.0 5.511 0 0.0 Vel =0 72B 17.500 0.0 1.25 0.0 6.333 150 46.591 to 0.0 0.0 0.0 73B 17.500 0.0 1.394 0.0 6.333 0 0.0 Vel =0 73B 17.500 0.0 1.25 E 4.762 5.000 150 46.591 to 0.0 4.761 0.0 41B 17.500 0.0 1.394 0.0 9.761 0 0.0 Vel =0 41B 17.500 0.0 1.25 T 9.523 4.667 150 46.591 to 0.0 9.523 0.0 232 17.500 0.0 1.394 0.0 14.190 0 0.0 Vet = 0 0.0 232 0.0 46.591 K Factor=0 218 17.500 1.26 1.25 2T 19.046 9.000 150 50.317 to 0.0 19.047 3.898 18 8.500 1.26 1.394 0.0 28.047 0.0001 0.004 Vel = 0.26 0.0 18 1.26 54.219 K Factor= 0.17 220 17.500 1.34 1.25 2T 19.046 9.000 150 50.227 to 0.0 19.047 3.898 20 8.500 1.34 1.394 0.0 28.047 0.0001 0.004 Vel = 0.28 0.0 20 1.34 54.129 K Factor= 0.18 222 17.500 0.12 1.25 2T 19.046 9.000 150 49.770 to 0.0 19.047 3.898 22 8.500 0.12 1.394 0.0 28.047 0 0.0 Vel = 0.03 0.0 22 0.12 53.668 K Factor= 0.02 223 17.500 -0.68 1.25 2T 19.046 9.000 150 49.277 to 0.0 19.047 3.898 23 8.500 -0.68 1.394 0.0 28.047 0 -0.001 Vel = 0.14 0.0 23 -0.68 53.174 K Factor= -0.09 225 17.500 0.80 1.25 2T 19.046 9.000 150 48.764 to 0.0 19.047 3.898 25 8.500 0.8 1.394 0.0 28.047 0.0001 0.002 Vel = 0.17 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams AFP Systems, Inc. Page 10 Greenburg Rd.Apartments Date 2.26.16 ' Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 25 0.80 52.664 K Factor= 0.11 227 17.500 9.75 1.25 2T 19.046 9.000 150 47.845 to 0.0 19.047 3.898 27 8.500 9.75 1.394 0.0 28.047 0.0057 0.160 Vel = 2.05 0.0 27 9.75 51.903 K Factor= 1.35 229 17.500 27.68 1.25 2T 19.046 9.000 150 46.538 to 0.0 19.047 3.898 29 8.500 27.68 1.394 0.0 28.047 0.0393 1.103 Vel= 5.82 0.0 29 27.68 51.539 K Factor= 3.86 236 17.500 10.70 1.25 2T 19.046 9.000 150 47.699 to 0.0 19.047 3.898 36 8.500 10.7 1.394 0.0 28.047 0.0068 0.190 Vel = 2.25 0.0 36 10.70 51.787 K Factor= 1.49 242 17.500 3.12 1.25 2T 19.046 9.000 150 49.826 to 0.0 19.047 3.898 42 8.500 3.12 1.394 0.0 28.047 0.0007 0.020 Vel = 0.66 0.0 42 3.12 53.744 K Factor= 0.43 213 17.500 -0.72 1.25 2T 19.046 17.417 150 50.425 to 0.0 19.047 0.0 246 17.500 -0.72 1.394 0.0 36.464 -0.0001 -0.002 Vel = 0.15 0.0 246 -0.72 50.423 K Factor= -0.10 245 17.500 10.18 1.25 2T 19.046 16.583 150 50.485 to 0.0 19.047 0.0 244 17.500 10.18 1.394 0.0 35.630 0.0062 0.220 Vel= 2.14 0.0 244 10.18 50.705 K Factor= 1.43 247 17.500 -13.70 1.25 2T 19.046 63.833 150 50.275 to 0.0 19.047 0.0 240 17.500 -13.7 1.394 0.0 82.880 -0.0107 -0.887 Vel= 2.88 0.0 240 -13.70 49.388 K Factor= -1.95 243 17.500 -10.55 1.25 2T 19.046 36.667 150 49.994 to 2E 9.523 28.570 0.0 241 17.500 -10.55 1.394 0.0 65.237 -0.0066 -0.430 Vel= 2.22 0.0 241 -10.55 49.564 K Factor= -1.50 237 17.500 -16.75 1.25 2T 19.046 29.333 150 47.846 to 0.0 19.047 0.0 235 17.500 -16.75 1.394 0.0 48.380 -0.0155 -0.751 Vel= 3.52 0.0 235 -16.75 47.095 K Factor= -2.44 215 17.500 -2.15 1.25 T 9.523 6.583 150 50.327 to 0.0 9.523 0.0 217 17.500 -2.15 1.394 0.0 16.106 -0.0004 -0.006 Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • Final Calculations - Hazen-Williams AFP Systems, Inc. Page 11 Greenburg Rd.Apartments Date 2.26.16 " Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 217 -2.15 50.321 K Factor= -0.30 214 17.500 -5.34 1.25 T 9.523 6.583 150 50.341 to 0.0 9.523 0.0 219 17.500 -5.34 1.394 0.0 16.106 -0.0019 -0.031 Vel = 1.12 0.0 219 -5.34 50.310 K Factor= -0.75 211 17.500 -10.25 1.25 T 9.523 6.250 150 50.583 to 0.0 9.523 0.0 245 17.500 -10.25 1.394 0.0 15.773 -0.0062 -0.098 Vel= 2.15 245 17.500 -10.18 1.25 0.0 2.750 150 50.485 to 0.0 0.0 0.0 246 17.500 -20.43 1.394 0.0 2.750 -0.0225 -0.062 Vel = 4.29 246 17.500 -0.72 1.25 0.0 6.167 150 50.423 to 0.0 0.0 0.0 247 17.500 -21.15 1.394 0.0 6.167 -0.0240 -0.148 Vel = 4.45 247 17.500 13.69 1.25 T 9.523 10.000 150 50.275 to 0.0 9.523 0.0 221 17.500 -7.46 1.394 0.0 19.523 -0.0034 -0.067 Vel = 1.57 0.0 221 -7.46 50.208 K Factor= -1.05 239 17.500 -12.17 1.25 T 9.523 6.533 150 49.159 to 0.0 9.523 0.0 224 17.500 -12.17 1.394 0.0 16.056 -0.0086 -0.138 Vel= 2.56 0.0 224 -12.17 49.021 K Factor= -1.74 238 17.500 1.19 1.25 T 9.523 6.533 150 48.513 to 0.0 9.523 0.0 226 17.500 1.19 1.394 0.0 16.056 0.0001 0.002 Vel = 0.25 0.0 226 1.19 48.515 K Factor= 0.17 234 17.500 11.64 1.25 T 9.523 6.533 150 46.616 to 0.0 9.523 0.0 228 17.500 11.64 1.394 0.0 16.056 0.0080 0.128 Vel= 2.45 0.0 228 11.64 46.744 K Factor= 1.70 233 17.500 -13.07 1.25 T 9.523 2.750 150 46.567 to 0.0 9.523 0.0 61B 17.500 -13.07 1.394 0.0 12.273 -0.0099 -0.121 Vel = 2.75 61B 17.500 0.0 1.25 T 9.523 3.833 150 46.446 to 0.0 9.523 0.0 230 17.500 -13.07 1.394 0.0 13.356 -0.0098 -0.131 Vel = 2.75 0.0 . 230 -13.07 46.315 K Factor= -1.92 10A 8.500 -23.06 1.25 E 4.762 25.500 150 55.465 to 0.0 4.761 0.0 11 8.500 -23.06 1.394 0.0 30.261 -0.0281 -0.849 Vel = 4.85 11 8.500 12.29 1.25 0.0 2.668 150 54.616 to 0.0 0.0 0.0 12 8.500 -10.77 1.394 0.0 2.668 -0.0067 -0.018 Vel = 2.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams r AFP Systems, Inc. Page 12 Greenburg Rd. Apartments Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 8.500 0.0 1.25 E 4.762 23.750 150 54.598 to 0.0 4.761 0.0 13 8.500 -10.77 1.394 0.0 28.511 -0.0069 -0.196 Vel = 2.26 13 8.500 -0.38 1.25 T 9.523 9.583 150 54.402 to 0.0 9.523 0.0 14 8.500 -11.15 1.394 0.0 19.106 -0.0073 -0.140 Vel = 2.34 14 8.500 6.78 1.25 T 9.523 10.667 150 54.262 to 0.0 9.523 0.0 15 8.500 -4.37 1.394 0.0 20.190 -0.0013 -0.026 Vel = 0.92 15 8.500 2.97 1.25 T 9.523 9.583 150 54.236 to 0.0 9.523 0.0 16 8.500 -1.4 1.394 0.0 19.106 -0.0002 -0.003 Vel = 0.29 16 8.500 0.0 1.25 2E 9.523 35.750 150 54.233 to 0.0 9.523 0.0 17 8.500 -1.4 1.394 0.0 45.273 -0.0002 -0.007 Vel= 0.29 17 8.500 -2.97 1.25 0.0 5.417 150 54.226 to 0.0 0.0 0.0 18 8.500 -4.37 1.394 0.0 5.417 -0.0013 -0.007 Vel = 0.92 18 8.500 1.26 1.25 0.0 5.250 150 54.219 to 0.0 0.0 0.0 19 8.500 -3.11 1.394 0.0 5.250 -0.0008 -0.004 Vel = 0.65 ' 19 8.500 -6.78 1.25 0.0 14.750 150 54.215 to 0.0 0.0 0.0 20 8.500 -9.89 1.394 0.0 14.750 -0.0058 -0.086 Vel= 2.08 ' 20 8.500 1.34 1.25 0.0 2.667 150 54.129 to 0.0 0.0 0.0 21 8.500 -8.55 1.394 0.0 2.667 -0.0045 -0.012 Vel = 1.80 21 8.500 -10.23 1.25 0.0 23.417 150 54.117 to 0.0 0.0 0.0 22 8.500 -18.78 1.394 0.0 23.417 -0.0192 -0.449 Vel = 3.95 22 8.500 0.12 1.25 0.0 26.000 150 53.668 to 0.0 0.0 0.0 23 8.500 -18.66 1.394 0.0 26.000 -0.0190 -0.494 Vel = 3.92 23 8.500 -0.68 1.25 0.0 14.583 150 53.174 to 0.0 0.0 0.0 24 8.500 -19.34 1.394 0.0 14.583 -0.0202 -0.295 Vel = 4.07 24 8.500 -8.46 1.25 0.0 5.417 150 52.879 to 0.0 0.0 0.0 25 8.500 -27.8 1.394 0.0 5.417 -0.0397 -0.215 Vel = 5.84 25 8.500 0.81 1.25 0.0 5.250 150 52.664 to 0.0 0.0 0.0 26 8.500 -26.99 1.394 0.0 5.250 -0.0375 -0.197 Vel = 5.67 26 8.500 -0.27 1.25 0.0 14.750 150 52.467 to 0.0 0.0 0.0 ' 27 8.500 -27.26 1.394 0.0 14.750 -0.0382 -0.564 Vel = 5.73 27 8.500 9.76 1.25 0.0 14.500 150 51.903 to 0.0 0.0 0.0 28 8.500 -17.5 1.394 0.0 14.500 -0.0169 -0.245 Vel= 3.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • AFP Systems, Inc. Page 13 Greenburg Rd.Apartments Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 28 8.500 -2.40 1.25 0.0 5.583 150 51.658 to 0.0 0.0 0.0 29 8.500 -19.9 1.394 0.0 5.583 -0.0213 -0.119 Vel= 4.18 29 8.500 27.68 1.25 0.0 5.167 150 51.539 to 0.0 0.0 0.0 30 8.500 7.78 1.394 0.0 5.167 0.0037 0.019 Vel = 1.64 30 8.500 -5.42 1.25 2E 9.523 26.417 150 51.558 to 0.0 9.523 0.0 31 8.500 2.36 1.394 0.0 35.940 0.0004 0.015 Vel= 0.50 31 8.500 0.0 1.25 T 9.523 10.333 150 51.573 to 0.0 9.523 0.0 32 8.500 2.36 1.394 0.0 19.856 0.0005 0.009 Vel = 0.50 32 8.500 0.0 1.25 T 9.523 9.583 150 51.582 to 0.0 9.523 0.0 33 8.500 2.36 1.394 0.0 19.106 0.0004 0.008 Vel = 0.50 33 8.500 5.42 1.25 T 9.523 10.667 150 51.590 to 0.0 9.523 0.0 34 8.500 7.78 1.394 0.0 20.190 0.0037 0.075 Vel = 1.64 34 8.500 2.40 1.25 T 9.523 9.583 150 51.665 to 0.0 9.523 0.0 35 8.500 10.18 1.394 0.0 19.106 0.0062 0.118 Vel = 2.14 35 8.500 -9.00 1.25 E 4.762 23.500 150 51.783 to 0.0 4.761 0.0 36 8.500 1.18 1.394 0.0 28.261 0.0001 0.004 Vel= 0.25 36 8.500 10.70 1.25 E 4.762 23.750 150 51.787 to 0.0 4.761 0.0 37 8.500 11.88 1.394 0.0 28.511 0.0082 0.234 Vel = 2.50 37 8.500 8.99 1.25 T 9.523 9.583 150 52.021 to 0.0 9.523 0.0 38 8.500 20.87 1.394 0.0 19.106 0.0233 0.446 Vel = 4.39 38 8.500 0.27 1.25 T 9.523 10.668 150 52.467 to 0.0 9.523 0.0 39 8.500 21.14 1.394 0.0 20.191 0.0239 0.482 Vel= 4.44 39 8.500 8.45 1.25 T 9.523 3.417 150 52.949 to 0.0 9.523 0.0 40 8.500 29.59 1.394 0.0 12.940 0.0445 0.576 Vel = 6.22 40 8.500 -12.17 1.25 0.0 6.167 150 53.525 to 0.0 0.0 0.0 41 8.500 17.42 1.394 0.0 6.167 0.0167 0.103 Vel= 3.66 41 8.500 -9.30 1.25 E 4.762 23.583 150 53.628 to 0.0 4.761 0.0 42 8.500 8.12 1.394 0.0 28.344 0.0041 0.116 Vel = 1.71 42 8.500 3.12 1.25 E 4.762 25.833 150 53.744 to 0.0 4.761 0.0 43 8.500 11.24 1.394 0.0 30.594 0.0074 0.227 Vel = 2.36 43 8.500 9.30 1.25 2E 9.523 23.167 150 53.971 to 0.0 9.523 0.0 44 8.500 20.54 1.394 0.0 32.690 0.0227 0.741 Vel= 4.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams AFP Systems, Inc. Page 14 Greenburg Rd. Apartments Date 2.26.16 ' Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 44 8.500 10.50 1.25 T 9.523 2.750 150 54.712 to 0.0 9.523 0.0 10 8.500 31.04 1.394 0.0 12.273 0.0486 0.596 Vel = 6.53 0.0 10 31.04 55.308 K Factor= 4.17 13 8.500 0.38 1.25 2T 19.046 17.417 150 54.402 to 0.0 19.047 0.0 46 8.500 0.38 1.394 0.0 36.464 0 0.001 Vel = 0.08 0.0 46 0.38 54.403 K Factor= 0.05 45 8.500 10.50 1.25 2T 19.046 16.583 150 54.478 to 0.0 19.047 0.0 44 8.500 10.5 1.394 0.0 35.630 0.0066 0.234 Vel = 2.21 0.0 44 10.50 54.712 K Factor= 1.42 47 8.500 -12.17 1.25 2T 19.046 63.833 150 54.239 to 0.0 19.047 0.0 40 8.500 -12.17 1.394 0.0 82.880 -0.0086 -0.714 Vel = 2.56 0.0 40 -12.17 53.525 K Factor= -1.66 43 8.500 -9.30 1.25 2E 9.523 36.917 150 53.971 to 2T 19.046 28.570 0.0 41 8.500 -9.3 1.394 0.0 65.487 -0.0052 -0.343 Vel = 1.96 0.0 41 -9.30 53.628 K Factor= -1.27 37 8.500 -9.00 1.25 2T 19.046 29.250 150 52.021 to 0.0 19.047 0.0 35 8.500 -9.0 1.394 0.0 48.297 -0.0049 -0.238 Vel = 1.89 0.0 35 -9.00 51.783 K Factor= -1.25 15 8.500 -2.97 1.25 T 9.523 6.583 150 54.236 to 0.0 9.523 0.0 17 8.500 -2.97 1.394 0.0 16.106 -0.0006 -0.010 Vel = 0.62 0.0 17 -2.97 54.226 K Factor= -0.40 14 8.500 -6.78 1.25 T 9.523 6.583 150 54.262 to 0.0 9.523 0.0 19 8.500 -6.78 1.394 0.0 16.106 -0.0029 -0.047 Vel = 1.43 0.0 19 -6.78 54.215 K Factor= -0.92 11 8.500 -12.28 1.25 T 9.523 6.250 150 54.616 to 0.0 9.523 0.0 45 8.500 -12.28 1.394 0.0 15.773 -0.0087 -0.138 Vel = 2.58 • 45 8.500 -10.50 1.25 0.0 2.750 150 54.478 to 0.0 0.0 0.0 46 8.500 -22.78 1.394 0.0 2.750 -0.0273 -0.075 Vel = 4.79 46 8.500 0.38 1.25 0.0 6.167 150 54.403 to 0.0 0.0 0.0 47 8.500 -22.4 1.394 0.0 6.167 -0.0266 -0.164 Vel = 4.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 15 Greenburg Rd.Apartments Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 47 8.500 12.17 1.25 T 9.523 10.000 150 54.239 to 0.0 9.523 0.0 21 8.500 -10.23 1.394 0.0 19.523 -0.0062 -0.122 Vel = 2.15 0.0 21 -10.23 54.117 K Factor= -1.39 39 8.500 -8.45 1.25 T 9.523 6.583 150 52.949 to 0.0 9.523 0.0 24 8.500 -8.45 1.394 0.0 16.106 -0.0043 -0.070 Vel= 1.78 0.0 24 -8.45 52.879 K Factor= -1.16 38 8.500 -0.27 1.25 T 9.523 6.583 150 52.467 to 0.0 9.523 0.0 26 8.500 -0.27 1.394 0.0 16.106 0 0.0 Vel= 0.06 0.0 26 -0.27 52.467 K Factor= -0.04 34 8.500 -2.40 1.25 T 9.523 6.583 150 51.665 to 0.0 9.523 0.0 28 8.500 -2.4 1.394 0.0 16.106 -0.0004 -0.007 Vel= 0.50 0.0 28 -2.40 51.658 K Factor= -0.33 33 8.500 -5.42 1.25 T 9.523 6.583 150 51.590 to 0.0 9.523 0.0 30 8.500 -5.42 1.394 0.0 16.106 -0.0020 -0.032 Vel = 1.14 0.0 30 -5.42 51.558 K Factor= -0.75 210 17.500 49.72 2.5 E 9.393 9.000 120 51.283 to 0.0 9.393 3.898 10 8.500 49.72 2.707 0.0 18.393 0.0069 0.127 Vel= 2.77 10 8.500 31.05 3 T 21.903 2.833 120 55.308 to 0.0 21.903 0.0 10A 8.500 80.77 3.316 0.0 24.736 0.0063 0.157 Vel = 3.00 0.0 10A 80.77 55.465 K Factor= 10.85 10A 8.500 103.82 3 T 21.903 3.667 120 55.465 to E 10.221 32.124 0.0 TWR 8.500 103.82 3.316 0.0 35.791 0.0101 0.361 Vel = 3.86 TWR 8.500 0.0 4 Bvcb 16.838 7.500 120 55.826 to Fsp 0.0 16.838 5.815 **Fixed Loss=3 BWR 2 103.82 4.316 0.0 24.338 0.0028 0.068 Vel = 2.28 BWR 2 0.0 4 T 28.063 6.000 120 61.709 to E 14.032 42.095 2.166 UG1 -3 103.82 4.316 0.0 48.095 0.0028 0.134 Vel= 2.28 UG1 -3 0.0 4 2E 29.067 130.000 140 64.009 to 2F 11.627 69.761 -2.599 UG7 3 103.82 4.1 T 29.067 199.761 0.0027 0.538 Vel= 2.52 UG7 3 0.0 4 2E 29.067 94.000 140 61.948 _ to 2F 11.627 40.694 0.0 BF1 3 103.82 4.1 0.0 134.694 0.0027 0.364 Vel= 2.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 16 Greenburg Rd. Apartments Date 2.26.16 ' Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BF1 3 0.0 4 Zfc 0.0 5.000 140 62.312 to 0.0 0.0 6.800 **Fixed Loss=6.8 BF2 3 103.82 4.1 0.0 5.000 0.0026 0.013 Vel = 2.52 BF2 3 0.0 4 T 29.067 37.000 140 69.125 to G 2.907 31.974 -3.898 SRC 12 103.82 4.1 0.0 68.974 0.0027 0.186 Vel = 2.52 100.00 Qa= 100.00 SRC 203.82 65.413 K Factor= 25.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fittings Used Summary AFP Systems, Inc. Page 17 Greenburg Rd. Apartments Date 2.26.16 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 3V2 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 Zfc Febco 856 Fitting generates a Fixed Loss Based on Flow 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. Route 111 Windham N.H. USA 03087 TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1S1W26D38FH5C Location: SW GREENBURG RD&SW SUMMIT DR Date: 2/16/2016 Test made by: HERB&JAMES Witness: Time: 11:30 Proiect name: Discharge coefficient: .906 Inside dia. of outlet= 2.5 inches Pitot reading = 7 psi Pitot 2 = 0 psi Observed flow rate = 446.75 gpm Flow method: HOSE MONSTER Static pressure: 78 psi Residual pressure: 73 psi Z1►1-Ito l,c Flow at 20psi residual pressure (calculated): 1678 gpm I fir` Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residual pressure gage: 3602536332 Pitot gage: 2-A5F6U-20-1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1 S1 W26D38FH50 1953 MUELLER see map for location Read hydrant: 1 S1 W26D41 FH50 1972 WATEROUS see map for location Remarks: 2 PORT HYDRANT The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request.