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Report (12)
ii)s),0/6 - 06 /e_6 ‘/36,y SGv G‘iQs4 Si . RECEIVED MAR 2 8 2016 CITY OF TIGAFID BUILDING DIVISION _ _ _ 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 : #3 Contract : 16020 Data File : Bldg.4 Wet Hydraulic Calc. 2nd 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: #3 Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: Tyco TY2234 1/2" Q.R. 4.9 Pend 155° No. of sprinklers calculated: 4 In-rack demand: n/a -GPM Hose streams: 100-GPM Total water required(including hose streams): 230.8- GPM @ 69.4- 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.) � elINEA � � sue° S4330PE 9 yyO,,REGON Y13 \Si C. S Expires: Ei//b 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 : 2.165 C2- Residual Pressure: 73 D2 - System Flow : 130.859 C2 - Residual Flow : 446.75 D2 - System Pressure : 69.474 Hose( Demand ) : 100 D3- System Demand : 230.859 Safety Margin : 7.052 150 t 140 - 130 P 120 R 110 i E 100 S 90 S 80 o Cl D2 n- u 70 o R 60 D3 E 50 40 30 20 10 al .,111 — ' I . . . I . . . . . . 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) 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 76.526 230.86 69.474 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H61 17.0 4.9 44.12 32.55 H62 17.0 4.9 43.72 32.4 H63 17.0 4.9 44.89 32.83 H64 17.0 4.9 45.58 33.08 210 17.5 54.78 211 17.5 53.7 212 17.5 53.68 213 17.5 53.46 214 17.5 53.33 215 17.5 53.31 216 17.5 53.31 217 17.5 53.3 218 17.5 53.3 219 17.5 53.29 220 17.5 53.16 221 17.5 53.13 222 17.5 52.46 223 17.5 51.7 224 17.5 51.31 225 17.5 50.91 226 17.5 50.52 227 17.5 49.56 228 17.5 47.98 33B 17.5 47.89 229 17.5 47.88 230 17.5 47.28 231 17.5 46.88 62B 17.5 46.41 37B 17.5 46.41 38B 17.5 46.41 63B 17.5 46.41 64B 17.5 47.1 232 17.5 47.11 233 17.5 47.11 234 17.5 47.24 43B 17.5 47.3 235 17.5 48.0 236 17.5 49.14 237 17.5 49.37 238 17.5 50.51 239 17.5 51.51 . 240 17.5 51.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Now 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 52.14 242 17.5 52.54 243 17.5 52.8 244 17.5 53.89 35B 17.5 46.88 40B 17.5 47.11 72B 17.5 47.11 73B 17.5 47.11 41B 17.5 47.11 RISERS 0.0 51.08 245 17.5 53.55 247 17.5 53.23 246 17.5 53.46 61B 17.5 47.0 10A 8.5 59.11 11 8.5 57.81 12 8.5 57.78 13 8.5 57.48 14 8.5 57.27 15 8.5 57.23 16 8.5 57.22 17 8.5 57.21 18 8.5 57.2 19 8.5 57.19 20 8.5 57.06 21 8.5 57.04 22 8.5 56.35 23 8.5 55.6 24 8.5 55.15 25 8.5 54.82 26 8.5 54.52 27 8.5 53.7 28 8.5 53.34 29 8.5 53.19 30 8.5 53.21 31 8.5 53.23 32 8.5 53.24 33 8.5 53.25 34 8.5 53.34 35 8.5 53.46 36 8.5 53.46 37 8.5 53.83 38 8.5 54.52 39 8.5 55.26 40 8.5 56.14 41 8.5 56.29 42 8.5 56.47 43 8.5 56.82 44 8.5 57.96 45 8.5 57.6 47 8.5 57.23 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 57.48 10 8.5 58.87 TWR 8.5 59.66 BWR 2.0 65.71 UG3 -3.0 68.08 UG7 3.0 66.31 BF1 3.0 66.87 BF2 3.0 73.09 SRC 12.0 69.47 100.0 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H61 17 4.90 32.55 1 E 3.825 5.083 150 44.120 to T 9.563 13.387 -0.217 61B 17.500 32.55 1.101 0.0 18.470 0.1676 3.095 Vel = 10.97 0.0 61B 32.55 46.998 K Factor= 4.75 H62 17 4.90 32.40 1 E 3.825 4.083 150 43.722 to T 9.563 13.387 -0.217 62B 17.500 32.4 1.101 0.0 17.470 0.1661 2.902 Vel= 10.92 0.0 62B 32.40 46.407 K Factor= 4.76 H63 17 4.90 32.83 1 T 9.563 0.667 150 44.889 to 0.0 9.562 -0.217 63B 17.500 32.83 1.101 0.0 10.229 0.1702 1.741 Vel= 11.06 0.0 63B 32.83 46.413 K Factor= 4.82 H64 17 4.90 33.08 1 T 9.563 0.500 150 45.583 to 0.0 9.562 -0.217 64B 17.500 33.08 1.101 0.0 10.062 0.1726 1.737 Vel = 11.15 0.0 64B 33.08 47.103 K Factor= 4.82 210 17.500 -24.50 1.25 T 9.523 19.917 150 54.777 • to E 4.762 14.284 0.0 211 17.500 -24.5 1.394 0.0 34.201 -0.0314 -1.073 Vel = 5.15 211 17.500 12.93 1.25 0.0 2.667 150 53.704 to 0.0 0.0 0.0 212 17.500 -11.57 1.394 0.0 2.667 -0.0079 -0.021 Vel = 2.43 212 17.500 0.0 1.25 E 4.762 23.667 150 53.683 to 0.0 4.761 0.0 213 17.500 -11.57 1.394 0.0 28.428 -0.0078 -0.223 Vel = 2.43 213 17.500 0.91 1.25 T 9.523 9.583 150 53.460 to 0.0 9.523 0.0 214 17.500 -10.66 1.394 0.0 19.106 -0.0067 -0.128 Vel = 2.24 214 17.500 6.73 1.25 T 9.523 10.667 150 53.332 to 0.0 9.523 0.0 215 17.500 -3.93 1.394 0.0 20.190 -0.0011 -0.022 Vel= 0.83 215 17.500 2.71 1.25 T 9.523 9.583 150 53.310 to 0.0 9.523 0.0 216 17.500 -1.22 1.394 0.0 19.106 -0.0001 -0.002 Vel= 0.26 216 17.500 0.0 1.25 3E 14.285 37.167 150 53.308 to 0.0 14.285 0.0 217 17.500 -1.22 1.394 0.0 51.452 -0.0001 -0.006 Vel= 0.26 217 17.500 -2.71 1.25 0.0 5.417 150 53.302 to 0.0 0.0 0.0 218 17.500 -3.93 1.394 0.0 5.417 -0.0011 -0.006 Vel= 0.83 ' 218 17.500 -1.59 1.25 0.0 5.250 150 53.296 to 0.0 0.0 0.0 219 17.500 -5.52 1.394 0.0 5.250 -0.0019 -0.010 Vel= 1.16 219 17.500 -6.73 1.25 0.0 14.750 150 53.286 to 0.0 0.0 0.0 220 17.500 -12.25 1.394 0.0 14.750 -0.0087 -0.129 Vel= 2.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 7 Greenburg Rd.Apartments Date 2.26.16 Node1 Elev1 K Ca Nom Fitting Pipe CFact Pt • to or Ftng's Pe ******* Notes **`*** Node2 Elev2 Fact Ct Act Eqv. Ln. Total Pf/Ft Pf 220 17.500 -1.70 1.25 0.0 2.667 150 53.157 to 0.0 0.0 0.0 221 17.500 -13.95 1.394 0.0 2.667 -0.0109 -0.029 Vel= 2.93 221 17.500 -9.39 1.25 0.0 23.417 150 53.128 to 0.0 0.0 0.0 222 17.500 -23.34 1.394 0.0 23.417 -0.0287 -0.672 Vel= 4.91 222 17.500 -0.15 1.25 0.0 26.000 150 52.456 to 0.0 0.0 0.0 223 17.500 -23.49 1.394 _ 0.0 26.000 -0.0290 -0.755 Vel= 4.94 223 17.500 0.80 1.25 0.0 14.500 150 51.701 to 0.0 0.0 0.0 224 17.500 -22.69 1.394 0.0 14.500 -0.0272 -0.395 Vel = 4.77 224 17.500 -15.20 1.25 0.0 5.583 150 51.306 to 0.0 0.0 0.0 225 17.500 -37.89 1.394 0.0 5.583 -0.0702 -0.392 Vel= 7.97 225 17.500 -1.52 1.25 0.0 5.167 150 50.914 to 0.0 0.0 0.0 226 17.500 -39.41 1.394 0.0 5.167 -0.0757 -0.391 Vel = 8.28 226 17.500 3.32 1.25 0.0 14.917 150 50.523 to 0.0 0.0 0.0 227 17.500 -36.09 1.394 0.0 14.917 -0.0643 -0.959 Vel= 7.59 227 17.500 -12.01 1.25 0.0 14.500 150 49.564 to 0.0 0.0 0.0 228 17.500 -48.1 1.394 0.0 14.500 -0.1093 -1.585 Vel = 10.11 228 17.500 30.02 1.25 0.0 5.167 150 47.979 to 0.0 0.0 0.0 33B 17.500 -18.08 1.394 0.0 5.167 -0.0180 -0.093 Vel = 3.80 33B 17.500 0.0 1.25 0.0 0.417 150 47.886 to 0.0 0.0 0.0 229 17.500 -18.08 1.394 0.0 0.417 -0.0168 -0.007 Vel= 3.80 229 17.500 -31.60 1.25 0.0 5.167 150 47.879 to 0.0 0.0 0.0 230 17.500 -49.68 1.394 0.0 5.167 -0.1161 -0.600 Vel = 10.44 230 17.500 19.75 1.25 0.0 8.833 150 47.279 to 0.0 0.0 0.0 231 17.500 -29.93 1.394 0.0 8.833 -0.0454 -0.401 Vel= 6.29 231 17.500 0.0 1.25 T 9.523 0.833 150 46.878 to 0.0 9.523 0.0 62B 17.500 -29.93 1.394 0.0 10.356 -0.0455 -0.471 Vel = 6.29 62B 17.500 32.40 1.25 0.0 8.500 150 46.407 to 0.0 0.0 0.0 37B 17.500 2.47 1.394 0.0 8.500 0.0005 0.004 Vel= 0.52 37B 17.500 0.0 1.25 0.0 1.083 150 46.411 to 0.0 0.0 0.0 38B 17.500 2.47 1.394 0.0 1.083 0 0.0 Vel = 0.52 • 38B 17.500 0.0 1.25 0.0 4.333 150 46.411 to 0.0 0.0 0.0 63B 17.500 2.47 1.394 0.0 4.333 0.0005 0.002 Vel = 0.52 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 " Nodel 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 63B 17.500 32.83 1.25 E 4.762 6.417 150 46.413 to 0.0 4.761 0.0 64B 17.500 35.3 1.394 0.0 11.178 0.0617 0.690 Vel = 7.42 64B 17.500 -33.31 1.25 T 9.523 5.417 150 47.103 to 0.0 9.523 0.0 232 17.500 1.99 1.394 0.0 14.940 0.0003 0.005 Vel = 0.42 232 17.500 0.0 1.25 T 9.523 9.583 150 47.108 to 0.0 9.523 0.0 233 17.500 1.99 1.394 0.0 19.106 0.0003 0.005 Vel= 0.42 233 17.500 12.79 1.25 0.0 10.667 150 47.113 to 0.0 0.0 0.0 234 17.500 14.78 1.394 0.0 10.667 0.0124 0.132 Vel= 3.11 234 17.500 -30.02 1.25 T 9.523 1.333 150 47.245 to 0.0 9.523 0.0 64B 17.500 -15.24 1.394 0.0 10.856 -0.0131 -0.142 Vel= 3.20 64B 17.500 66.40 1.25 0.0 1.583 150 47.103 to 0.0 0.0 0.0 43B 17.500 51.16 1.394 0.0 1.583 0.1226 0.194 Vel = 10.75 43B 17.500 0.0 1.25 0.0 5.750 150 47.297 to 0.0 0.0 0.0 235 17.500 51.16 1.394 0.0 5.750 0.1226 0.705 Vel= 10.75 " 235 17.500 -23.13 1.25 E 4.762 23.500 150 48.002 to 0.0 4.761 0.0 236 17.500 28.03 1.394 0.0 28.261 0.0403 1.138 Vel = 5.89 236 17.500 -16.41 1.25 E 4.762 23.917 150 49.140 to 0.0 4.761 0.0 237 17.500 11.62 1.394 0.0 28.678 0.0079 0.226 Vel= 2.44 237 17.500 23.12 1.25 T 9.523 9.583 150 49.366 to 0.0 9.523 0.0 238 17.500 34.74 1.394 0.0 19.106 0.0599 1.144 Vel= 7.30 238 17.500 -3.32 1.25 T 9.523 10.667 150 50.510 to 0.0 9.523 0.0 239 17.500 31.42 1.394 0.0 20.190 0.0497 1.004 Vel = 6.60 239 17.500 15.20 1.25 0.0 3.417 150 51.514 to 0.0 0.0 0.0 240 17.500 46.62 1.394 0.0 3.417 0.1033 0.353 Vel = 9.80 240 17.500 -17.28 1.25 0.0 6.167 150 51.867 to 0.0 0.0 0.0 241 17.500 29.34 1.394 0.0 6.167 0.0438 0.270 Vel = 6.17 241 17.500 -13.31 1.25 E 4.762 23.500 150 52.137 to 0.0 4.761 0.0 242 17.500 16.03 1.394 0.0 28.261 0.0143 0.405 Vel= 3.37 242 17.500 -3.98 1.25 E 4.762 25.750 150 52.542 to 0.0 4.761 0.0 243 17.500 12.05 1.394 0.0 30.511 0.0084 0.257 Vel= 2.53 243 17.500 13.31 1.25 2E 9.523 23.083 150 52.799 to 0.0 9.523 0.0 244 17.500 25.36 1.394 0.0 32.606 0.0335 1.091 Vel= 5.33 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 Oa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Ot Act Eqv. Ln. Total Pf/Ft Pf 244 17.500 12.82 1.25 T 9.523 2.917 150 53.890 to 0.0 9.523 0.0 210 17.500 38.18 1.394 0.0 12.440 0.0713 0.887 Vel = 8.03 0.0 210 38.18 54.777 K Factor= 5.16 35B 17.500 0.0 1.25 T 9.523 3.417 150 46.878 to 0.0 9.523 0.0 231 17.500 0.0 1.394 0.0 12.940 0 0.0 Vel = 0 0.0 231 0.0 46.878 K Factor=0 40B 17.500 0.0 1.25 E 4.762 0.750 150 47.108 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 47.108 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 47.108 to 0.0 4.761 0.0 41 B _ 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 47.108 to 0.0 9.523 0.0 232 17.500 0.0 1.394 0.0 14.190 0 0.0 Vel=0 0.0 232 0.0 47.108 K Factor=0 218 17.500 1.60 1.25 2T 19.046 9.000 150 53.296 to 0.0 19.047 3.898 18 8.500 1.6 1.394 0.0 28.047 0.0002 0.006 Vel = 0.34 0.0 18 1.60 57.200 K Factor= 0.21 220 17.500 1.70 1.25 2T 19.046 9.000 150 53.157 to 0.0 19.047 3.898 20 8.500 1.7 1.394 0.0 28.047 0.0002 0.006 Vel= 0.36 0.0 20 1.70 _ 57.061 K Factor= 0.23 222 17.500 0.15 1.25 2T 19.046 9.000 150 52.456 to 0.0 19.047 3.898 22 8.500 0.15 1.394 0.0 28.047 0 0.0 Vel= 0.03 0.0 22 0.15 56.354 K Factor= 0.02 223 17.500 -0.80 1.25 2T 19.046 9.000 150 51.701 to 0.0 19.047 3.898 23 8.500 -0.8 1.394 0.0 28.047 -0.0001 -0.002 Vel= 0.17 0.0 23 -0.80 55.597 K Factor= -0.11 . 225 17.500 1.52 1.25 2T 19.046 9.000 150 50.914 to 0.0 19.047 3.898 25 8.500 1.52 1.394 0.0 28.047 0.0002 0.005 Vel= 0.32 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 1.52 54.817 K Factor= 0.21 227 17.500 12.01 1.25 2T 19.046 9.000 150 49.564 to 0.0 19.047 3.898 27 8.500 12.01 1.394 0.0 28.047 0.0084 0.235 Vel= 2.52 0.0 27 12.01 53.697 K Factor= 1.64 229 17.500 31.60 1.25 2T 19.046 9.000 150 47.879 to 0.0 19.047 3.898 29 8.500 31.6 1.394 0.0 28.047 0.0503 1.410 Vel = 6.64 0.0 29 31.60 53.187 K Factor= 4.33 236 17.500 16.41 1.25 2T 19.046 9.000 150 49.140 to 0.0 19.047 3.898 36 8.500 16.41 1.394 0.0 28.047 0.0149 0.419 Vel= 3.45 0.0 36 16.41 53.457 K Factor= 2.24 242 17.500 3.98 1.25 2T 19.046 9.000 150 52.542 to 0.0 19.047 3.898 42 8.500 3.98 1.394 0.0 28.047 0.0011 0.030 Vel = 0.84 0.0 42 3.98 56.470 K Factor= 0.53 213 17.500 -0.92 1.25 2T 19.046 17.417 150 53.460 to 0.0 19.047 0.0 246 17.500 -0.92 1.394 0.0 36.464 -0.0001 -0.002 Vel= 0.19 0.0 246 -0.92 53.458 K Factor= -0.13 245 17.500 12.82 1.25 2T 19.046 16.583 150 53.552 to 0.0 19.047 0.0 244 17.500 12.82 1.394 0.0 35.630 0.0095 0.338 Vel= 2.69 0.0 244 12.82 53.890 K Factor= 1.75 247 17.500 -17.28 1.25 2T 19.046 63.833 150 53.231 to 0.0 19.047 0.0 240 17.500 -17.28 1.394 0.0 82.880 -0.0165 -1.364 Vel= 3.63 0.0 240 -17.28 51.867 K Factor= -2.40 243 17.500 -13.31 1.25 2T 19.046 36.667 150 52.799 to 2E 9.523 28.570 0.0 241 17.500 -13.31 1.394 0.0 65.237 -0.0101 -0.662 Vel = 2.80 0.0 241 -13.31 52.137 K Factor= -1.84 237 17.500 -23.12 1.25 2T 19.046 29.333 150 49.366 to 0.0 19.047 0.0 235 17.500 -23.12 1.394 0.0 48.380 -0.0282 -1.364 Vel= 4.86 0.0 235 -23.12 48.002 K Factor= -3.34 215 17.500 -2.71 1.25 T 9.523 6.583 150 53.310 to 0.0 9.523 0.0 217 17.500 -2.71 1.394 0.0 16.106 -0.0005 -0.008 Vel= 0.57 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 -2.71 53.302 K Factor= -0.37 214 17.500 -6.73 1.25 T 9.523 6.583 150 53.332 to 0.0 9.523 0.0 219 17.500 -6.73 1.394 0.0 16.106 -0.0029 -0.046 Vel = 1.41 0.0 219 -6.73 53.286 K Factor= -0.92 211 17.500 -12.93 1.25 T 9.523 6.250 150 53.704 to 0.0 9.523 0.0 245 17.500 -12.93 1.394 0.0 15.773 -0.0096 -0.152 Vel= 2.72 245 17.500 -12.82 1.25 0.0 2.750 150 53.552 to 0.0 0.0 0.0 246 17.500 -25.75 1.394 0.0 2.750 -0.0342 -0.094 Vel = 5.41 246 17.500 -0.92 1.25 0.0 6.167 150 53.458 to 0.0 0.0 0.0 247 17.500 -26.67 1.394 0.0 6.167 -0.0368 -0.227 Vel= 5.61 247 17.500 17.29 1.25 T 9.523 10.000 150 53.231 to 0.0 9.523 0.0 221 17.500 -9.38 1.394 0.0 19.523 -0.0053 -0.103 Vel= 1.97 0.0 221 -9.38 _ 53.128 K Factor= -1.29 239 17.500 -15.20 1.25 T 9.523 6.533 150 51.514 to 0.0 9.523 0.0 224 17.500 -15.2 1.394 0.0 16.056 -0.0130 -0.208 Vel = 3.20 0.0 224 -15.20 51.306 K Factor= -2.12 238 17.500 3.32 1.25 T 9.523 6.533 150 50.510 to 0.0 9.523 0.0 226 17.500 3.32 1.394 0.0 16.056 0.0008 0.013 Vel = 0.70 0.0 226 3.32 50.523 K Factor= 0.47 234 17.500 30.02 1.25 T 9.523 6.533 150 47.245 to 0.0 9.523 0.0 228 17.500 30.02 1.394 0.0 16.056 0.0457 0.734 Vel = 6.31 0.0 228 30.02 47.979 K Factor= 4.33 233 17.500 -12.79 1.25 T 9.523 2.750 150 47.113 to 0.0 9.523 0.0 61B 17.500 -12.79 1.394 0.0 12.273 -0.0094 -0.115 Vel= 2.69 61B 17.500 32.55 1.25 T 9.523 3.833 150 46.998 to 0.0 9.523 0.0 230 17.500 19.76 1.394 0.0 13.356 0.0210 0.281 Vel= 4.15 0.0 230 19.76 47.279 K Factor= 2.87 10A 8.500 -29.06 1.25 E 4.762 25.500 150 59.111 to 0.0 4.761 0.0 11 8.500 -29.06 1.394 0.0 30.261 -0.0430 -1.302 Vel = 6.11 11 8.500 15.48 1.25 0.0 2.668 150 57.809 to 0.0 0.0 0.0 12 8.500 -13.58 1.394 0.0 2.668 -0.0105 -0.028 Vel = 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 8.500 0.0 1.25 E 4.762 23.750 150 57.781 to 0.0 4.761 0.0 13 8.500 -13.58 1.394 0.0 28.511 -0.0105 -0.300 Vel = 2.85 13 8.500 -0.48 1.25 T 9.523 9.583 150 57.481 to 0.0 9.523 0.0 14 8.500 -14.06 1.394 0.0 19.106 -0.0113 -0.215 Vel = 2.96 14 8.500 8.55 1.25 T 9.523 10.667 150 57.266 to 0.0 9.523 0.0 15 8.500 -5.51 1.394 0.0 20.190 -0.0020 -0.040 Vel = 1.16 15 8.500 3.74 1.25 T 9.523 9.583 150 57.226 to 0.0 9.523 0.0 16 8.500 -1.77 1.394 0.0 19.106 -0.0003 -0.005 Vel = 0.37 16 8.500 0.0 1.25 2E 9.523 35.750 150 57.221 to 0.0 9.523 0.0 17 8.500 -1.77 1.394 0.0 45.273 -0.0002 -0.011 Vel = 0.37 17 8.500 -3.74 1.25 0.0 5.417 150 57.210 to 0.0 0.0 0.0 18 8.500 -5.51 1.394 0.0 5.417 -0.0018 -0.010 Vel = 1.16 18 8.500 1.59 1.25 0.0 5.250 150 57.200 to 0.0 0.0 0.0 19 8.500 -3.92 1.394 0.0 5.250 -0.0011 -0.006 Vel = 0.82 19 8.500 -8.55 1.25 0.0 14.750 150 57.194 to 0.0 0.0 0.0 20 8.500 -12.47 1.394 0.0 14.750 -0.0090 -0.133 Vel= 2.62 20 8.500 1.70 1.25 0.0 2.667 150 57.061 to 0.0 0.0 0.0 21 8.500 -10.77 1.394 0.0 2.667 -0.0067 -0.018 Vel = 2.26 21 8.500 -12.89 1.25 0.0 23.417 150 57.043 to 0.0 0.0 0.0 22 8.500 -23.66 1.394 0.0 23.417 -0.0294 -0.689 Vel= 4.97 22 8.500 0.15 1.25 0.0 26.000 150 56.354 to 0.0 0.0 0.0 23 8.500 -23.51 1.394 0.0 26.000 -0.0291 -0.757 Vel = 4.94 23 8.500 -0.80 1.25 0.0 14.583 150 55.597 to 0.0 0.0 0.0 24 8.500 -24.31 1.394 0.0 14.583 -0.0309 -0.451 Vel = 5.11_ 24 8.500 -10.73 1.25 0.0 5.417 150 55.146 to 0.0 0.0 0.0 25 8.500 -35.04 1.394 0.0 5.417 -0.0607 -0.329 Vel = 7.37 25 8.500 1.52 1.25 0.0 5.250 150 54.817 to 0.0 0.0 0.0 26 8.500 -33.52 1.394 0.0 5.250 -0.0562 -0.295 Vel= 7.05 26 8.500 0.04 1.25 0.0 14.750 150 54.522 to 0.0 0.0 0.0 - 27 8.500 -33.48 1.394 0.0 14.750 -0.0559 -0.825 Vel = 7.04 27 8.500 12.01 1.25 0.0 14.500 150 53.697 to 0.0 0.0 0.0 28 8.500 -21.47 1.394 0.0 14.500 -0.0246 -0.356 Vel= 4.51 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 -1.39 1.25 0.0 5.583 150 53.341 to 0.0 0.0 0.0 29 8.500 -22.86 1.394 0.0 5.583 -0.0276 -0.154 Vel= 4.81 29 8.500 31.60 1.25 0.0 5.167 150 53.187 to 0.0 0.0 0.0 30 8.500 8.74 1.394 0.0 5.167 0.0046 0.024 Vel = 1.84 30 8.500 -6.09 1.25 2E 9.523 26.417 150 53.211 to 0.0 9.523 0.0 31 8.500 2.65 1.394 0.0 35.940 0.0005 0.018 Vel = 0.56 31 8.500 0.0 1.25 T 9.523 10.333 150 53.229 to 0.0 9.523 0.0 32 8.500 2.65 1.394 0.0 19.856 0.0006 0.011 Vel = 0.56 32 8.500 0.0 1.25 T 9.523 9.583 150 53.240 to 0.0 9.523 0.0 33 8.500 2.65 1.394 0.0 19.106 0.0005 0.009 Vel= 0.56 33 8.500 6.09 1.25 T 9.523 10.667 150 53.249 to 0.0 9.523 0.0 34 8.500 8.74 1.394 0.0 20.190 0.0047 0.095 Vel= 1.84 34 8.500 1.40 1.25 T 9.523 9.583 150 53.344 to 0.0 9.523 0.0 35 8.500 10.14 1.394 0.0 19.106 0.0061 0.117 Vel = 2.13 35 8.500 -11.37 1.25 E 4.762 23.500 150 53.461 to 0.0 4.761 0.0 36 8.500 -1.23 1.394 0.0 28.261 -0.0001 -0.004 Vel = 0.26 36 8.500 16.42 1.25 E 4.762 23.750 150 53.457 to 0.0 4.761 0.0 37 8.500 15.19 1.394 0.0 28.511 0.0130 0.370 Vel= 3.19 37 8.500 11.36 1.25 T 9.523 9.583 150 53.827 to 0.0 9.523 0.0 38 8.500 26.55 1.394 0.0 19.106 0.0364 0.695 Vel = 5.58 38 8.500 -0.04 1.25 T 9.523 10.668 150 54.522 to 0.0 9.523 0.0 39 8.500 26.51 1.394 0.0 20.191 0.0364 0.734 Vel= 5.57 39 8.500 10.73 1.25 T 9.523 3.417 150 55.256 to 0.0 9.523 0.0 40 8.500 37.24 1.394 0.0 12.940 0.0681 0.881 Vel= 7.83 40 8.500 -15.33 1.25 0.0 6.167 150 56.137 to 0.0 0.0 0.0 41 8.500 21.91 1.394 0.0 6.167 0.0255 0.157 Vel= 4.61 41 8.500 -11.71 1.25 E 4.762 23.583 150 56.294 to 0.0 4.761 0.0 42 8.500 10.2 1.394 0.0 28.344 0.0062 0.176 Vel = 2.14 42 8.500 3.98 1.25 E 4.762 25.833 150 56.470 to 0.0 4.761 0.0 43 8.500 14.18 1.394 0.0 30.594 0.0114 0.349 Vel = 2.98 43 8.500 11.71 1.25 2E 9.523 23.167 150 56.819 to 0.0 9.523 0.0 44 8.500 25.89 1.394 0.0 32.690 0.0348 1.136 Vel= 5.44 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 - Nadel 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 13.23 1.25 T 9.523 2.750 150 57.955 to 0.0 9.523 0.0 10 8.500 39.12 1.394 0.0 12.273 0.0746 0.916 Vel = 8.22 0.0 10 39.12 58.871 K Factor= 5.10 13 8.500 0.49 1.25 2T 19.046 17.417 150 57.481 to 0.0 19.047 0.0 46 8.500 0.49 1.394 0.0 36.464 0 0.001 Vel= 0.10 0.0 46 0.49 57.482 K Factor= 0.06 45 8.500 13.24 1.25 2T 19.046 16.583 150 57.597 to 0.0 19.047 0.0 44 8.500 13.24 1.394 0.0 35.630 0.0100 0.358 Vel= 2.78 0.0 44 13.24 57.955 K Factor= 1.74 47 8.500 -15.33 1.25 2T 19.046 63.833 150 57.230 to 0.0 19.047 0.0 40 8.500 -15.33 1.394 0.0 82.880 -0.0132 -1.093 Vel= 3.22 0.0 40 -15.33 56.137 K Factor= -2.05 43 8.500 -11.71 1.25 2E 9.523 36.917 150 56.819 to 2T 19.046 28.570 0.0 41 8.500 -11.71 1.394 0.0 65.487 -0.0080 -0.525 Vel= 2.46 0.0 41 -11.71 56.294 K Factor= -1.56 37 8.500 -11.36 1.25 2T 19.046 29.250 150 53.827 to 0.0 19.047 0.0 35 8.500 -11.36 1.394 0.0 48.297 -0.0076 -0.366 Vel = 2.39 0.0 35 -11.36 53.461 K Factor= -1.55 15 8.500 -3.74 1.25 T 9.523 6.583 150 57.226 to 0.0 9.523 0.0 17 8.500 -3.74 1.394 0.0 16.106 -0.0010 -0.016 Vel = 0.79 0.0 17 -3.74 57.210 K Factor= -0.49 14 8.500 -8.55 1.25 T 9.523 6.583 150 57.266 to 0.0 9.523 0.0 19 8.500 -8.55 1.394 0.0 16.106 -0.0045 -0.072 Vel= 1.80 0.0 19 -8.55 57.194 K Factor= -1.13 11 8.500 -15.48 1.25 T 9.523 6.250 150 57.809 to 0.0 9.523 0.0 45 8.500 -15.48 1.394 0.0 15.773 -0.0134 -0.212 Vel= 3.25 - 45 8.500 -13.24 1.25 0.0 2.750 150 57.597 to 0.0 0.0 0.0 46 8.500 -28.72 1.394 0.0 2.750 -0.0418 -0.115 Vel= 6.04 - 46 8.500 0.49 1.25 0.0 6.167 150 57.482 to 0.0 0.0 0.0 47 8.500 -28.23 1.394 0.0 6.167 -0.0409 -0.252 Vel= 5.93 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 Nodel 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 15.33 1.25 T 9.523 10.000 150 57.230 to 0.0 9.523 0.0 21 8.500 -12.9 1.394 0.0 19.523 -0.0096 -0.187 Vel= 2.71 0.0 21 -12.90 57.043 K Factor= -1.71 39 8.500 -10.73 1.25 T 9.523 6.583 150 55.256 to 0.0 9.523 0.0 24 8.500 -10.73 1.394 0.0 16.106 -0.0068 -0.110 Vel = 2.26 0.0 24 -10.73 55.146 K Factor= -1.44 38 8.500 0.04 1.25 T 9.523 6.583 150 54.522 to 0.0 9.523 0.0 26 8.500 0.04 1.394 0.0 16.106 0 0.0 Vel = 0.01 0.0 26 0.04 54.522 K Factor= 0.01 34 8.500 -1.39 1.25 T 9.523 6.583 150 53.344 to 0.0 9.523 0.0 28 8.500 -1.39 1.394 0.0 16.106 -0.0002 -0.003 Vel = 0.29 0.0 28 -1.39 53.341 K Factor= -0.19 33 8.500 -6.09 1.25 T 9.523 6.583 150 53.249 to 0.0 9.523 0.0 30 8.500 -6.09 1.394 0.0 16.106 -0.0024 -0.038 Vel = 1.28 0.0 . 30 -6.09 53.211 K Factor= -0.83 210 17.500 62.68 2.5 E 9.393 9.000 120 54.777 to 0.0 9.393 3.898 10 8.500 62.68 2.707 0.0 18.393 0.0107 0.196 Vel= 3.49 10 8.500 39.12 3 T 21.903 2.833 120 58.871 to 0.0 21.903 0.0 10A 8.500 101.8 3.316 0.0 24.736 0.0097 0.240 Vel = 3.78 0.0 10A 101.80 59.111 K Factor= 13.24 10A 8.500 130.86 3 T 21.903 3.667 120 59.111 to E 10.221 32.124 0.0 TWR 8.500 130.86 3.316 0.0 35.791 0.0155 0.554 Vel = 4.86 TWR 8.500 0.0 3 Bvcb 7.301 7.500 120 59.665 to Fsp 0.0 7.301 5.815 **Fixed Loss=3 BWR 2 130.86 3.316 0.0 14.801 0.0155 0.229 Vel = 4.86 BWR 2 0.0 4 T 28.063 6.000 120 65.709 to E 14.032 42.095 2.166 UG3 -3 130.86 4.316 0.0 48.095 0.0043 0.205 Vel = 2.87 UG3 -3 0.0 4 2E 29.067 130.000 140 68.080 to 2F 11.627 69.761 -2.599 . UG7 3 130.86 4.1 T 29.067 199.761 0.0041 0.827 Vel= 3.18 UG7 3 0.0 4 2E 29.067 94.000 140 66.308 to 2F 11.627 40.694 0.0 • BF1 3 130.86 4.1 0.0 134.694 0.0041 0.557 Vel= 3.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 66.865 to 0.0 0.0 6.200 **Fixed Loss=6.2 BF2 3 130.86 4.1 0.0 5.000 0.0042 0.021 Vel= 3.18 BF2 3 0.0 4 T 29.067 37.000 140 73.086 to G 2.907 31.974 -3.898 SRC 12 130.86 4.1 0.0 68.974 0.0041 0.286 Vel= 3.18 100.00 Qa = 100.00 SRC 230.86 69.474 K Factor= 27.70 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 % Y. 1 11/4 1% 2 2% 3 3% 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 Hydratsc 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 Project 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 2f►'i'Loii4 Flow at 20psi residual pressure (calculated): 1678 gpm S' ►'� 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: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1S1W26D41FH50 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 andlor • because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. 1. 61 ex!. J \� I i OE, A • RES— ST A zn IV / /ILJ Ec r 'NJ > \ f`� Bry a., Q v 1 OV I I '6 r 86067 , C I • 1 �J a Pi I _::zsrinw 0 1 0�)� . T DR. i . co A' �� ilkIll _G, row :� Joao 1ela I I a ...., / . d W W > W I > 'O Q '� > Q a v I u / g BORDERS °nv #5066 0 G 6'� 6"d ECVQ¢ D COI et cv i �c. __i2DPN+c Fa III _ n / awe I_ f a 122 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 : #1 Contract : 16020 Data File : Bldg. 4 Dry Hydraulic Calc..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: #1 Remote area location: Building #4 Attic Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 2589 - SqFt Coverage per sprinkler: 120 - SqFt Type of sprinklers calculated: Tyco TY2131 1/2" Q.R. 4.2 Uprights 200° No. of sprinklers calculated: 29 In-rack demand: n/a - GPM Hose streams: 100- GPM Total water required(including hose streams): 537.8 - GPM @ 62.9- Psi Type of system: Dry Volume of dry or preaction system: 255- Gal Water supply information Date: 2/16/16 Location: SW Greenburg Rd. & 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.) p PROFfS &3OPE T V`!'1VI!' 3 �0�* `9T C. S Expires: 6//6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Water Supply Curve C • AFP Systems, Inc. Page 2 Greenburg Rd. Apartments Date 2.26.16 City Water Supply: Demand: C1 -Static Pressure : 78 D1 - Elevation : 7.796 C2- Residual Pressure: 73 D2 -System Flow : 437.804 C2- Residual Flow : 446.75 D2-System Pressure : 62.991 Hose( Demand ) : 100 D3- System Demand : 537.804 Safety Margin : 7.962 150 140 L 130 P 120 ' R 110 E 100 S 90 C1 S 80 C2 —ate U 70 D2 - • 0 - R 60 D3 E 50 40 30 20 10 - D1 100 200 300 400 500 600 700 800 900 FLOW( NA1.85 ) 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 70.953 537.8 62.991 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 8.16 12.0 H2 30.0 4.2 8.21 12.04 H3 30.0 4.2 8.39 12.16 H4 30.0 4.2 8.76 12.43 H5 30.0 4.2 9.4 12.88 H6 30.0 4.2 10.39 13.54 H7 30.0 4.2 11.82 14.44 49B 30.0 20.83 H8 37.0 4.2 12.75 15.0 H9 37.0 4.2 12.77 15.01 H 10 37.0 4.2 12.85 15.06 H11 37.0 4.2 13.02 15.16 H12 37.0 4.2 13.32 15.33 H13 37.0 4.2 13.77 15.58 H14 37.0 4.2 14.4 15.94 48B 37.0 18.45 H15 30.0 4.2 8.86 12.5 H16 30.0 4.2 8.91 12.54 H17 30.0 4.2 9.1 12.67 H18 30.0 4.2 9.5 12.94 H19 30.0 4.2 10.19 13.41 H2O 30.0 4.2 11.26 14.09 H21 30.0 4.2 12.8 15.03 44B 30.0 20.91 H22 29.5 4.2 20.33 18.94 H23 29.5 4.2 20.45 18.99 H24 29.5 4.2 20.85 19.18 46B 29.5 22.05 H25 29.0 4.2 18.14 17.89 H26 29.0 4.2 18.24 17.94 H27 29.0 4.2 18.6 18.12 H28 29.0 4.2 19.38 18.49 H29 30.0 4.2 19.48 18.54 29B 29.0 21.07 47B 29.0 21.23 49A 27.5 24.6 48A 27.5 24.65 47A 27.5 24.39 46A 27.5 24.41 44A 27.5 24.89 45A 27.5 24.96 43A 27.5 25.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 40 27.5 29.02 TDR 9.5 39.93 BDR 2.0 45.84 UG3 -3.0 49.93 UG7 3.0 54.83 BF1 3.0 60.03 BF2 3.0 64.22 SRC 12.0 62.99 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Page 5 Greenburg Rd.Apartments Date 2.26.16 ' Node1 Elev1 K Oa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes """ Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf • H 1 30 4.20 12.00 1.5 0.0 8.000 100 8.163 to 0.0 0.0 0.0 H2 30 12.0 1.74 0.0 8.000 0.0060 0.048 Vel= 1.62 H2 30 4.20 12.04 1.5 0.0 8.000 100 8.211 to 0.0 0.0 0.0 H3 30 24.04 1.74 0.0 8.000 0.0219 0.175 Vel = 3.24 H3 30 4.20 12.16 1.5 0.0 8.000 100 8.386 to 0.0 0.0 0.0 H4 30 36.2 1.74 0.0 8.000 0.0465 0.372 Vel= 4.88 H4 30 4.20 12.43 1.5 0.0 8.000 100 8.758 to 0.0 0.0 0.0 H5 30 48.63 1.74 0.0 8.000 0.0802 0.642 Vel= 6.56 H5 30 4.20 12.87 1.5 0.0 8.000 100 9.400 to 0.0 0.0 0.0 H6 30 61.5 1.74 0.0 8.000 0.1239 0.991 Vel = 8.30 H6 30 4.20 13.54 1.5 0.0 8.000 100 10.391 to 0.0 0.0 0.0 H7 30 75.04 1.74 0.0 8.000 0.1790 1.432 Vel = 10.12 H7 30 4.20 14.44 1.5 T 8.334 28.000 100 11.823 to 0.0 8.334 0.0 49B 30 89.48 1.74 0.0 36.334 0.2480 9.010 Vel= 12.07 49B 30 0.0 1.5 T 8.334 2.500 100 20.833 to 0.0 8.334 1.083 49A 27.500 89.48 1.74 0.0 10.834 0.2479 2.686 Vel = 12.07 0.0 49A 89.48 24.602 K Factor= 18.04 H8 37 4.20 15.00 2 0.0 8.000 100 12.749 to 0.0 0.0 0.0 H9 37 15.0 2.215 0.0 8.000 0.0028 0.022 Vel = 1.25 H9 37 4.20 15.01 2 0.0 8.000 100 12.771 to 0.0 0.0 0.0 H10 37 30.01 2.215 0.0 8.000 0.0101 0.081 Vel = 2.50 H10 37 4.20 15.05 2 0.0 8.000 100 12.852 to 0.0 0.0 0.0 H11 37 45.06 2.215 0.0 8.000 0.0215 0.172 Vel = 3.75 H11 37 4.20 15.16 2 0.0 8.000 100 13.024 to 0.0 0.0 0.0 H12 37 60.22 2.215 0.0 8.000 0.0369 0.295 Vel = 5.01 H12 37 4.20 15.33 2 0.0 8.000 100 13.319 to 0.0 0.0 0.0 H13 37 75.55 2.215 0.0 8.000 0.0559 0.447 Vel= 6.29 H13 37 4.20 15.58 2 0.0 8.000 100 13.766 to 0.0 0.0 0.0 H14 37 91.13 2.215 0.0 8.000 0.0792 0.634 Vel= 7.59 - H14 37 4.20 15.94 2 T 9.995 28.000 100 14.400 to 0.0 9.995 0.0 48B 37 107.07 2.215 0.0 37.995 0.1067 4.053 Vel = 8.91 48B 37 0.0 2 T 9.995 9.500 100 18.453 to 0.0 9.995 4.114 48A 27.500 107.07 2.215 0.0 19.495 0.1067 2.080 Vel= 8.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 48A 107.07 24.647 K Factor= 21.57 H15 30 4.20 12.50 1.5 0.0 8.000 100 8.857 to 0.0 0.0 0.0 H16 30 12.5 1.74 0.0 8.000 0.0065 0.052 Vel = 1.69 H16 30 4.20 12.54 1.5 0.0 8.000 100 8.909 to 0.0 0.0 0.0 H17 30 25.04 1.74 0.0 8.000 0.0235 0.188 Vel = 3.38 H17 30 4.20 12.66 1.5 0.0 8.000 100 9.097 to 0.0 0.0 0.0 H18 30 37.7 1.74 0.0 8.000 0.0501 0.401 Vel = 5.09 H18 30 4.20 12.95 1.5 0.0 8.000 100 9.498 to 0.0 0.0 0.0 H19 30 50.65 1.74 0.0 8.000 0.0865 0.692 Vel = 6.83 H19 30 4.20 13.40 1.5 0.0 8.000 100 10.190 to 0.0 0.0 0.0 H2O 30 64.05 1.74 0.0 8.000 0.1336 1.069 Vel = 8.64 H2O 30 4.20 14.10 1.5 0.0 8.000 100 11.259 to 0.0 0.0 0.0 H21 30 78.15 1.74 0.0 8.000 0.1930 1.544 Vel = 10.54 H21 30 4.20 15.03 1.5 T 8.334 22.000 100 12.803 - to 0.0 8.334 0.0 44B 30 93.18 1.74 0.0 30.334 0.2672 8.106 Vel = 12.57 44B 30 0.0 1.5 T 8.334 2.500 100 20.909 to 0.0 8.334 1.083 44A 27.500 93.18 1.74 0.0 10.834 0.2672 2.895 Vel= 12.57 0.0 44A 93.18 24.887 K Factor= 18.68 H22 29.500 4.20 18.94 1.5 0.0 8.000 100 20.334 to 0.0 0.0 0.0 H23 29.500 18.94 1.74 0.0 8.000 0.0141 0.113 Vel = 2.56 H23 29.500 4.20 18.99 1.5 0.0 8.000 100 20.447 to 0.0 0.0 0.0 H24 29.500 37.93 1.74 0.0 8.000 0.0506 0.405 Vel = 5.12 H24 29.500 4.20 19.18 1.5 T 8.334 2.750 100 20.852 to 0.0 8.334 0.0 46B 29.500 57.11 1.74 0.0 11.084 0.1081 1.198 Vel = 7.71 46B 29.500 0.0 1.5 T 8.334 5.500 100 22.050 to 0.0 8.334 0.866 46A 27.500 57.11 1.74 0.0 13.834 0.1080 1.494 Vel = 7.71 0.0 46A 57.11 _ 24.410 K Factor= 11.56 H25 29 4.20 17.89 1.5 0.0 8.000 100 18.138 _ to 0.0 0.0 0.0 H26 29 17.89 1.74 0.0 8.000 0.0125 0.100 Vel = 2.41 H26 29 4.20 17.93 1.5 0.0 8.000 100 18.238 . to 0.0 0.0 0.0 H27 29 35.82 1.74 0.0 8.000 0.0456 0.365 Vel = 4.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen-Williams AFP Systems, Inc. Page 7 Greenburg Rd.Apartments Date 2.26.16 " Nadel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H27 29 4.20 18.12 1.5 0.0 8.000 100 18.603 to 0.0 0.0 0.0 H28 29 53.94 1.74 0.0 8.000 0.0972 0.778 Vel= 7.28 H28 29 4.20 18.49 1.5 T 8.334 2.667 100 19.381 to 0.0 8.334 0.0 47B 29 72.43 1.74 0.0 11.001 0.1677 1.845 Vel= 9.77 0.0 47B 72.43 21.226 K Factor= 15.72 H29 30 4.20 18.54 1 T 3.568 3.750 100 19.479 to 0.0 3.568 0.433 29B 29 18.54 1.049 0.0 7.318 0.1585 1.160 Vel= 6.88 29B 29 0.0 1.5 T 8.334 3.083 100 21.072 to 0.0 8.334 0.0 47B 29 18.54 1.74 0.0 11.417 0.0135 0.154 Vel= 2.50 47B 29 72.43 1.5 T 8.334 1.500 100 21.226 to 0.0 8.334 0.650 47A 27.500 90.97 1.74 0.0 9.834 0.2555 2.513 Vel = 12.27 0.0 47A 90.97 24.389 K Factor= 18.42 49A 27.500 89.48 4 0.0 15.000 100 24.602 to 0.0 0.0 0.0 ' 48A 27.500 89.48 4.316 0.0 15.000 0.0030 0.045 Vet = 1.96 48A 27.500 107.07 4 T 20.029 10.750 100 24.647 to 0.0 20.029 0.0 43A 27.500 196.55 4.316 0.0 30.779 0.0127 0.392 Vel = 4.31 0.0 43A 196.55 25.039 K Factor= 39.28 47A 27.500 90.97 4 0.0 7.000 100 24.389 to 0.0 0.0 0.0 46A 27.500 90.97 4.316 0.0 7.000 0.0030 0.021 Vel = 1.99 46A 27.500 57.11 4 0.0 73.417 100 24.410 to 0.0 0.0 0.0 45A 27.500 148.08 4.316 0.0 73.417 0.0075 0.554 Vel = 3.25 0.0 45A 148.08 24.964 K Factor= 29.64 44A 27.500 93.18 4 T 20.029 4.250 100 24.887 to 0.0 20.029 0.0 45A 27.500 93.18 4.316 0.0 24.279 0.0032 0.077 Vel= 2.04 45A 27.500 148.07 4 0.0 4.000 100 24.964 to 0.0 0.0 0.0 43A 27.500 241.25 4.316 0.0 4.000 0.0188 0.075 Vel = 5.29 43A 27.500 196.55 4 T 20.029 50.917 100 25.039 to 0.0 20.029 0.0 40 27.500 437.8 4.316 0.0 70.946 0.0561 3.977 Vel= 9.60 40 27.500 0.0 4 3E 30.043 25.583 100 29.016 to 0.0 30.043 7.796 TDR 9.500 437.8 4.316 0.0 55.626 0.0561 3.118 Vel= 9.60 TDR 9.500 0.0 4 Bvcb 12.017 7.500 100 39.930 to D 28.04 40.058 3.248 BDR 2 437.8 4.316 0.0 47.558 0.0561 2.667 Vel = 9.60 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 Ca Nom Fitting Pipe CFact Pt to or Ftng's Pe `****** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BDR 2 0.0 4 T 28.063 6.000 120 45.845 to E 14.032 42.095 2.166 UG3 -3 437.8 4.316 0.0 48.095 0.0400 1.924 Vel= 9.60 UG3 -3 0.0 4 2E 29.067 130.000 140 49.935 to F 5.813 63.947 -2.599 UG7 3 437.8 4.1 T 29.067 193.947 0.0386 7.492 Vel = 10.64 UG7 3 0.0 4 2E 29.067 94.000 140 54.828 to 2F 11.627 40.694 0.0 BF1 3 437.8 4.1 0.0 134.694 0.0386 5.203 Vel = 10.64 BF1 3 0.0 4 Zfc 0.0 5.000 140 60.031 to 0.0 0.0 4.000 ** Fixed Loss=4 BF2 3 437.8 4.1 0.0 5.000 0.0386 0.193 Vel = 10.64 BF2 3 0.0 4 T 29.067 37.000 140 64.224 to G 2.907 31.974 -3.898 SRC 12 437.8 4.1 0.0 68.974 0.0386 2.665 Vel = 10.64 100.00 Qa = 100.00 SRC 537.80 62.991 K Factor= 67.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary • • AFP Systems, Inc. Page 9 Greenburg Rd. Apartments Date 2.26.16 Fitting Legend Abbrev. Name % '4 1 1'% 1% 2 2% 3 3% 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 D Dry Rel D 28 47 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 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 #: 1SIW26D38FH5C Location: SW GREENBURG RD &SW SUMMIT DR Date: 211612016 Test made by: HERB&JAMES Witness: Time: 11:30 Project 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 21 0-114l4 Flow at 20psi residual pressure (calculated): 1678 gpm t '6' 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: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1S1W26D41FH50 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.