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pi,5,Loisc;,) ,(4 RECEIVED MAR 2 8 2016 CITY OF TI GARD 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. 5 Location : 9550 SW Greenburg Road,Tigard, OR 97220 System : #3 Contract : 16020 Data File : Bldg. 5 Wet Hydraulic Calc. 2nd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1 Date 2.26.16 y Greenburg Rd. Apartments HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 5 Date: 3/8/16 Design Remote area number: #3 Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SgFt 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 69.9- Psi Total water required(including hose streams): 230.5-GPM @ 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.) _o. PROFF Cv_*GWBA s`r>0 I* 1s OREGON ":131 C. S Expires: 61/6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP Systems, Inc. Greenburg Rd.Apartments Page 2 Date 2.26.16 City Water Supply: Cl -Static Pressure : 78 Demand: C2- Residual Pressure: 73 D1 - Elevation 2.165 C2- Residual Flow : 446.75 D2-System Flow : 130.53 D2-System Pressure : 69.920 Hose( Demand ) : 100 D3-System Demand :230.53 Safety Margin : 6.609 150 140 130 P 120 R 110 E 100 S 90 S 80 cC1 D2 C2 U 70 R • 60 D3 E 50 • 40 ' 30 20 10 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L, 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 76.53 230.53 69.92 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H71 17.0 4.9 45.33 32.99 H72 17.0 4.9 44.41 32.65 H73 17.0 4.9 43.95 32.49 H74 17.0 4.9 43.72 32.4 30 17.5 52.82 31 17.5 52.43 32 17.5 51.58 33 17.5 51.01 34 17.5 50.37 35 17.5 49.69 35A 17.5 49.64 42C 17.5 49.15 36 17.5 48.68 37 17.5 47.74 72D 17.5 46.7 45B 17.5 46.68 81A 17.5 46.52 82 17.5 46.46 74D 17.5 46.05 46B 17.5 46.05 73D 17.5 46.06 51B 17.5 47.04 91A 17.5 47.3 38 17.5 47.65 39 17.5 49.34 40 17.5 49.67 41 17.5 49.92 42 17.5 50.01 43 17.5 50.56 44 17.5 51.87 83 17.5 46.66 71D 17.5 47.5 10 8.5 57.2 10A 8.5 57.75 11 8.5 57.63 12 8.5 56.17 13 8.5 55.48 14 8.5 54.29 15 8.5 53.7 16 8.5 53.56 17 8.5 53.27 18 8.5 53.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 AFP Systems, Inc. Greenburg Rd. Apartments Page 4 Date 2.26.16 NODE ANALYSIS(cont.) Pressure Node Tag Elevation Node Type at Node at Node Discharge Notes 18A 8.5 53.11 18B 8.5 53.06 18C 8.5 53.0 18D 8.5 52.79 18E 8.5 52.78 19 8.5 53.25 20 8.5 54.07 21 8.5 54.37 22 8.5 54.59 23 8.5 54.73 24 8.5 55.18 25 8.5 56.39 TWR 8.5 59.07 BWR 2.0 65.65 UG2 -3.0 68.02 UG7 3.0 66.76 BFI 3.0 67.31 BF2 3.0 73.53 SRC 12.0 69.92 100.0 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Page 5 AFP Systems, Inc. Page 2.26.16 Greenburg Rd.Apartments 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 P H71 17 4.90 32.99 1 T 9.563 0.500 150 40.229 to E 3.825 13.387 7 71D 17.500 32.99 1.101 0.0 13.887 0.1717 2.385 Vel= 11.12 0.0 47.497 K Factor= 4.79 71D 32.99 H72 17 4.90 32.65 1 T 9.563 1.500 150 44.417 to E 3.825 13.387 72D 17.500 32.65 1.101 0.0 14.887 0.1685 2.509 Vel= 11.00 0.0 46.703 K Factor= 4.78 72D 32.65 H73 17 4.90 32.49 1 T 9.563 0.500 150 43.954 4 to E 3.825 13.387 73D 17.500 32.49 1.101 0.0 13.887 0.1670 2.319 Vel= 10.95 0.0 46.056 K Factor= 4.79 73D 32.49 H74 17 4.90 32.40 1 T 9.563 1.917 150 43.722 2 to E 3.825 13.387 74D 17.500 32.4 1.101 0.0 15.304 0.1661 2.542 Vel = 10.92 0.0 46.047 K Factor= 4.77 74D 32.40 30 17.500 -24.21 1.25 T 9.523 3.333 150 52.823 to 0.0 9.523 31 17.500 -24.21 1.394 0.0 12.856 -0.0307 -0.395 Vel = 5.09 31 17.500 0.0 1.25 E 4.762 22.833 150 52.428 to 0.0 4.761 32 17.500 -24.21 1.394 0.0 27.594 -0.0307 -0.847 Vel= 5.09 32 17.500 -11.75 1.25 0.0 8.917 150 51.581 to 0.0 0.0 33 17.500 -35.96 1.394 0.0 8.917 -0.0638 -0.569 Vel= 7.56 33 17.500 17.11 1.25 0.0 33.417 150 50.012 to 0.0 0.0 34 17.500 -18.85 1.394 0.0 33.417 -0.0193 -0.646 Vel= 3.96 34 17.500 -3.73 1.25 0.0 25.000 150 50.366 to 0.0 0.0 35 17.500 -22.58 1.394 0.0 25.000 -0.0270 -0.675 Vel = 4.75 35 17.500 -7.80 1.25 0.0 1.000 150 49.691 0.0 0.0 0.0 to 35A 17.500 -30.38 1.394 0.0 1.000 -0.0470 -0.047 Vel = 6.39 35A 17.500 0.0 1.25 0.0 10.667 150 40 644 to 0.0 0.0 42C 17.500 -30.38 1.394 0.0 10.667 -0.0467 -0.498 Vel = 6.39 42C 17.500 -11.29 1.25 0.0 5.583 150 49.146 to 0.0 0.0 0 36 17.500 -41.67 1.394 0.0 5.583 -0.0838 -0.468 Vel= 8.76 36 17.500 -21.49 1.25 0.0 5.167 150 48.678 to 0.0 0.0 37 17.500 -63.16 1.394 0.0 5.167 -0.1811 -0.936 Vel= 13.28 37 17.500 18.33 1.25 0.0 10.833 150 47.742 to 0.0 0.0 72D 17.500 -44.83 1.394 0.0 10.833 -0.0959 -1.039 Vel= 9.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd. Apartments Page 6 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 72D 17.500 32.66 1.25 0.0 2.250 150 46.703 to 0.0 0.0 45B 17.500 -12.17 1.394 0.0 2.250 -0.0084 -0.019 Vel= 2.56 45B 17.500 0.0 1.25T 9.523 9.333 150 46.684 to 0.0 9.52381A17.500 17.500 12.17 1.394 0.0 18.856 -0.0086 -0.1063 Vel = 2.56 81A 17.500 0.0 1.25 0.0 6.833 150 46.521 to 0.0 0.082 17.500 -12.17 1.394 0.0 6.833 -0.0086 -0.059 Vel = 2.5682 17.500 -16.04 1.25 T 9.523 0.667 150 46.462 to 0.0 9.52374D17.500 17.500 -28.21 1.394 0.0 10.190 -0.0407 -0.415 Vel = 5.93 74D 17.500 32.40 1.25 0.0 5.833 150 46.047 to 0.0 0.0 46B 17.500 4.19 1.394 0.0 5.833 0.0012 0.007 Vel= 0.88 46B 17.500 0.0 1.25 0.0 1.167 150 46.054 to 0.0 0.0 730 17.500 4.19 1.394 0.0 1.167 0.0017 0.002 Vel = 0.88 73D 17.500 32.48 1.25 T 9.523 5.417 150 46.056 to 0.0 9.523 51 B 17.500 36.67 1.394 0.0 14.940 0.0662 0.989 Vel= 7.71 51 B 17.500 16.04 1.25 0.0 2.000 150 47.045 to 91A 17.500 52.71 1.394 0.0 2.000 0.1295 0.259 VeI= 11.08 91A 17.500 -33.56 1.25 T 9.523 7.667 150 47.304 to 0.0 9.523 38 17.500 19.15 1.394 0.0 17.190 0.0199 0.342 Vel = 4.03 38 17.500 14.66 1.25 2T 19.046 10.667 150 47.646 to 0.0 19.047 39 17.500 33.81 1.394 0.0 29.714 0.0569 10.692 Vel = 7.11 39 17.500 11.29 1.25 0.0 3.417 150 49.338 to 0.0 0.0 0.0 40 17.500 45.1 1.394 0.0 3.417 0.0972 0.332 Vel= 9.48 40 17.500 -17.11 1.25 0.0 6.167 150 49.670 to 0.0 0.0 0.0 41 17.500 27.99 1.394 0.0 6.167 0.0401 0.247 Vel= 5.88 41 17.500 -14.19 1.25 0.0 9.000 150 49.917 to 0.0 0.0 0.0 42 17.500 13.8 1.394 0.0 9.000 0.0109 0.098 Vel = 2.90 42 17.500 0.0 1.25 2E 9.523 40.250 150 50.015 to 0.0 9.523 0.0 43 17.500 13.8 1.394 0.0 49.773 0.0108 0.540 Vel= 2.90 43 17.500 14.19 1.25 2E 9.523 23.167 150 50.555 to 0.0 9.523 0.0 44 17.500 27.99 1.394 0.0 32.690 0.0402 1.313 Vel= 5.88 44 17.500 11.74 1.25 T 9.523 2.917 150 51.868 to0.0 9.523 0.0 30 17.500 39.73 1.394 0.0 12.440 0.0768 0.955 Vel = 8.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 AFP Systems, Inc. Date 2.26.16 Greenburg Rd. Apartments 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 0.0 52.823 K Factor= 5.47 30 39.73 82 17.500 16.04 1.25 E 4.762 9.000 150 40 462 to 0.0 4.761 83 17.500 16.04 1.394 0.0 13.761 0.0144 0.198 Vel= 3.37 83 17.500 0.0 1.25 E 4.762 22.083 150 46.6606 to 0.0 4.761 51B 17.500 16.04 1.394 0.0 26.844 0.0143 0.385 Vel= 3.37 0.0 47.045 K Factor= 2.34 51B 16.04 32 17.500 11.75 1.25 2T 19.046 16.583 150 51.5815 to 0.0 19.047 44 17.500 11.75 1.394 0.0 35.630 0.0081 0.287 Vel= 2.47 0.0 44 11.75 51.868 K Factor= 1.63 33 17.500 -17.11 1.25 2T 19.046 64.000 150 51.0120 to 0.0 19.047 40 17.500 -17.11 1.394 0.0 83.047 -0.0162 -1.342 Vel = 3.60 0.0 40 -17.11 49.670 K Factor= -2.43 43 17.500 -14.18 1.25 2T 19.046 36.833 150 50.55505 to 0.0 19.047 41 17.500 -14.18 1.394 0.0 55.880 -0.0114 -0.638 Vel = 2.98 0.0 41 -14.18 49.917 K Factor= -2.01 39 17.500 -11.29 1.25 2T 19.046 6.583 150 49.338 to 0.0 19.047 42C 17.500 -11.29 1.394 0.0 25.630 -0.0075 -0.192 Vel= 2.37 0.0 49.146 K Factor= -1.61 42C -11.29 38 17.500 -14.65 1.25 T 9.523 2.750 150 47.646 to 0.0 9.523 71D 17.500 -14.65 1.394 0.0 12.273 -0.0121 -0.149 Vel= 3.08 71D 17.500 32.99 1.25 T 9.523 3.833 150 40 497 to 0.0 9.523 37 17.500 18.34 1.394 0.0 13.356 0.0183 0.245 Vel= 3.86 0.0 47.742 K Factor= 2.65 37 18.34 10 8.500 100.71 2.5 T 18.785 2.833 120 57.20172 to 0.0 18.785 10A 8.500 100.71 2.707 0.0 21.618 0.0256 0.554 Vel= 5.61 10A 8.500 -130.53 1.25 0.0 2.833 150 57.75577 to 0.0 0.0 11 8.500 -29.82 1.394 0.0 2.833 -0.0452 -0.128 Vel= 6.27 11 8.500 0.0 1.25 2E 9.523 22.750 150 57.627 to 0.0 9.523 12 8.500 -29.82 1.394 0.0 32.273 -0.0451 -1.457 Vel= 6.27 12 8.500 -10.06 1.25 0.0 8.917 150 56.170 to 0.0 0.0 0 13 8.500 -39.88 1.394 0.0 8.917 -0.0774 -0.690 Vel= 8.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd. Apartments Page 8 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 13 8.500 15.48 1.25 E 4.762 33.417 150 55.480 to 0.0 4.761 0.0 14 8.500 -24.4 1.394 0.0 38.178 -0.0311 -1.189 Vel= 5.13 14 8.500 3.73 1.25 0.0 26.000 150 54.291 to 0.0 0.0 0.0 15 8.500 -20.67 1.394 0.0 26.000 -0.0229 -0.596 Vel= 4.35 15 8.500 7.80 1.25 0.0 14.540 150 53.695 to 0.0 0.0 0.0 16 8.500 -12.87 1.394 0.0 14.540 -0.0096 -0.139 Vel= 2.71 16 8.500 -19.30 1.25 0.0 5.583 150 53.556 to 0.0 0.0 0.0 17 8.500 -32.17 1.394 0.0 5.583 -0.0519 -0.290 Vel = 6.76 17 8.500 21.49 1.25 0.0 5.167 150 53.266 to 0.0 0.0 0.0 18 8.500 -10.68 1.394 0.0 5.167 -0.0066 -0.034 Vel= 2.25 18 8.500 0.0 1.25 E 4.762 13.083 150 53.232 to 0.0 4.761 0.0 18A 8.500 -10.68 1.394 0.0 17.844 -0.0068 -0.121 Vel= 2.25 18A 8.500 0.0 1.25 0.0 6.833 150 53.111 to 0.0 0.0 0.0 18B 8.500 -10.68 1.394 0.0 6.833 -0.0067 -0.046 Vel = 2.25 18B 8.500 0.0 1.25 0.0 9.000 150 53.065 to 0.0 0.0 0.0 18C 8.500 -10.68 1.394 0.0 9.000 -0.0068 -0.061 Vel = 2.25 18C 8.500 0.0 1.25 2E 9.523 22.083 150 53.004 to 0.0 9.523 0.0 18D 8.500 -10.68 1.394 0.0 31.606 -0.0068 -0.214 Vel= 2.25 18D 8.500 0.0 1.25 0.0 1.917 150 52.790 to 0.0 0.0 0.0 18E 8.500 -10.68 1.394 0.0 1.917 -0.0068 -0.013 Vel= 2.25 18E 8.500 33.56 1.25 T 9.523 7.667 150 52.777 to 0.0 9.523 0.0 19 8.500 22.88 1.394 0.0 17.190 0.0277 0.476 Vel = 4.81 19 8.500 0.0 1.25 2T 19.046 10.667 150 53.253 to 0.0 19.047 0.0 20 8.500 22.88 1.394 0.0 29.714 0.0276 0.821 Vel = 4.81 20 8.500 19.30 1.25 0.0 3.417 150 54.074 to 0.0 0.0 0.0 21 8.500 42.18 1.394 0.0 3.417 0.0857 0.293 Vel= 8.87 21 8.500 -15.48 1.25 0.0 6.167 150 54.367 to 0.0 0.0 0.0 22 8.500 26.7 1.394 0.0 6.167 0.0368 0.227 Vel= 5.61 22 8.500 -13.53 1.25 E 4.762 9.000 150 54.594 to 0.0 4.761 0.0 23 8.500 13.17 1.394 0.0 13.761 0.0100 0.137 Vel= 2.77 23 8.500 0.0 1.25 E 4.762 40.167 150 54.731 to 0.0 4.761 0.0 24 8.500 13.17 1.394 0.0 44.928 0.0100 0.448 Vel = 2.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 = AFP Systems, Inc. Date 9.26.16 Greenburg Rd.Apartments Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe ******* Notes '*"**' to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 24 8.500 13.53 1.25 2E 9.523 23.250 150 55.179 to 0.0 9.523 0.0 25 8.500 26.7 1.394 0.0 32.773 0.0368 1.206 Vel= 5.61 25 8.500 10.07 1.25 T 9.523 2.750 150 56.385 to 0.0 9.523 0.0 10 8.500 36.77 1.394 0.0 12.273 0.0665 0.816 Vel = 7.73 0.0 10 36.77 57.201 K Factor= 4.86 12 8.500 10.07 1.25 2T 19.046 16.500 150 56.1706 to 0.0 19.047 25 8.500 10.07 1.394 0.0 35.547 0.0060 0.215 Vel = 2.12 0.0 25 10.07 56.385 K Factor= 1.34 13 8.500 -15.48 1.25 2T 19.046 63.833 150 55.480 to 0.0 19.047 0.0 21 8.500 -15.48 1.394 0.0 82.880 -0.0134 -1.113 Vel= 3.25 0.0 21 -15.48 54.367 K Factor= -2.10 24 8.500 -13.53 1.25 2T 19.046 36.833 150 55.179 to 0.0 19.047 0.0 22 8.500 -13.53 1.394 0.0 55.880 -0.0105 -0.585 Vel= 2.84 0.0 22 -13.53 54.594 K Factor= -1.83 20 8.500 -19.31 1.25 2T 19.046 6.583 150 54.074 to 0.0 19.047 0.0 16 8.500 -19.31 1.394 0.0 25.630 -0.0202 -0.518 Vel = 4.06 0.0 16 -19.31 53.556 K Factor= -2.64 30 17.500 63.94 2.5 2T 56.772 9.000 150 52.823 to 0.0 56.773 3.898 10 8.500 63.94 2.707 0.0 65.773 0.0073 0.480 Vel= 3.56 0.0 10 63.94 57.201 K Factor= 8.45 34 17.500 3.73 1.25 2T 19.046 9.000 150 50.366 to 0.0 19.047 3.898 14 8.500 3.73 1.394 0.0 28.047 0.0010 0.027 Vel = 0.78 0.0 14 3.73 54.291 K Factor= 0.51 35 17.500 7.80 1.25 2T 19.046 9.000 150 49.691 to 0.0 19.047 3.898 15 8.500 7.8 1.394 0.0 28.047 0.0038 0.106 Vel= 1.64 0.0 15 7.80 53.695 K Factor= 1.06 36 17.500 21.49 1.25 2T 199.0046 19.0479.000 150 43.678 to 17 8.500 21.49 1.394 0.0 28.047 0.0246 0.690 Vel= 4.52 0.0 17 21.49 53.266 K Factor= 2.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd.Apartments Date 20 e 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Notes 91A 17.500 33.56 1.25 2T 19.046 9.000 150 47.304 to 0.0 19.047 3.898 18E 8.500 33.56 1.394 0.0 28.047 0.0562 1.575 Vel = 7.05 0.0 18E 33.56 52.777 K Factor= 4.62 10A 8.500 130.53 2.5 T 18.785 3.667 120 57.755 to E 9.393 28.178 0.0 TWR 8.500 130.53 2.707 0.0 31.845 0.0414 1.317 Vel = 7.28 TWR 8.500 0.0 2.5 Fsp 0.0 7.500 120 59.072 to B 10.958 10.958 BWR 2 130.53 2.707 0.0 18.458 0.0413 0.7763 Vel fixed 28 ss= 3 BWR 2 0.0 4 T 28.063 6.000 120 65.650 to E 14.032 42.095 2.166 UG2 -3 130.53 4.316 0.0 48.095 0.0043 0.205 Vel = 2.86 UG2 -3 0.0 4 2E 29.067 255.000 140 68.021 to 2F 11.627 69.761 -2.599 UG7 3 130.53 4.1 T 29.067 324.761 0.0041 1.337 Vel = 3.17 UG7 3 0.0 4 2E 29.067 94.000 140 66.759 to 2F 11.627 40.694 0.0 BF1 3 130.53 4.1 0.0 134.694 0.0041 0.555 Vel= 3.17 BF1 3 0.0 4 Zfc 0.0 5.000 140 67.314 to 0.0 0.0 6.200 **Fixed Loss=6.2 BF2 3 130.53 4.1 0.0 5.000 0.0040 0.020 Vel = 3.17 BF2 3 0.0 4 T 29.067 37.000 140 73.534 to G 2.907 31.974 -3.898 SRC 12 130.53 4.1 0.0 68.974 0.0041 0.284 Vel= 3.17 100.00 SRC 230.53 Qa = 100.00 69.920 K Factor= 27.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 11 AFP Systems, Inc. Date 2.26.16 Greenburg Rd.Apartments Fitting Legend Abbrev. Name 1/2 3/4 1 1% 11/2 2 21/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 217 05 0 0 0 061 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 1418 2112 27 35 40 45 24 28 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9Fsp Flow Switch Potter VSR FittingFgenerateses a Fixedd Loss BasedOon Flow1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 G NFPA 13 Gate Valve 10 12 15 17 20 25 30 35 50 60 71 81 9110 1011121 T NFPA 13 90'Flow thru Tee 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 Hydr'atec Inc. Route 111 Windham N.H. USA 03087 , fi TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1SIW26D38FH5C 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 Flow at 20psi residual pressure (calculated): 1��4�zotL X678 gpm , 't 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. . ), l C)�,J i oc� �?: C E 6 RES- ST. . m 04•CY 4"d 2 n / • j t>f"wTR 8991 (NC;( w _ > 1 'el �" ,� W 06067 D `\��r —.L_.>II' :'411111111111111111111111111111111111. 0.) u 1 e 1C . a c, \ DR. e C�� SUMMIT N;,__ _: ;,1,„� ,:_ ,iiiIWr. , c, \' Li/7080 1 C 6 04 $.., tt. i 1 --(1:—' a8 A Di w w 4 Q P. j a r Q _ �.. t BORDERS '* 05066/ .. ,., _Z:4.Me ; .m I j . fill)4;‘,.*j Q n a r I r' I_ i. r f 19.44 _ _ _ Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd. Apartments Building : FP-2 Bldg. 5 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #2 Contract : 16020 Data File : Bldg. 5 Wet Hydraulic Calc. 3rd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r AFP Systems, Inc. Page 1 - Greenburg Rd.Apartments Date 2.26.16 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 5 Date: 3/8/16 Design Remote area number: #2 Remote area location: 3rd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 4 HEADS -SqFt Coverage per sprinkler: 256- SqFt Type of sprinklers calculated: Tyco TY1334 1/2"Q.R. 4.2 Hor. S/W 155° No. of sprinklers calculated: 4 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 203-GPM @ 64.9- Psi Type of system: Wet Volume of dry or preaction system: n/a-Gal Water supply information Date: 2/16/16 Location: SW Greenburg&SW Summit Dr. Source: Tualatin Valley Water Dist. Name of contractor: AFP Systems, Inc. Address: 19435 SW 129th Ave,Tualatin, OR Phone number: 503.692.9284 Name of designer: Ken Molinari Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) 451/4tIN u4S> 4 OREGON vty13 1$� C. Expires: 6I/ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C . AFP Systems, Inc. ' Greenburg Rd.Apartments Page 2 Date 2.26.16 City Water Supply: Demand: Cl -Static Pressure : 78 D1 - Elevation 5.847 C2-Residual Pressure: 73 D2-System Flow : 103.093 C2- Residual Flow : 446.75 D2-System Pressure : 64.978 Hose( Demand ) : 100 D3-System Demand :203.093 Safety Margin : 11.859 150 140 130 p 120 R 110 E 100 S 90 S 80 Cl U 70 iD2 _ e- C2 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, Inc.- NFPA 2007 AFP SystemsPage 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 76.837 203.09 64.978 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H41 25.5 4.2 37.97 25.88 H45 25.5 4.2 37.25 25.63 H53 25.5 4.2 37.15 25.6 H46 25.5 4.2 38.27 25.98 36A 17.5 44.66 30 17.5 49.08 31 17.5 48.83 32 17.5 48.28 33 17.5 47.91 34 17.5 47.47 35 17.5 47.01 35A 17.5 46.98 42C 17.5 46.63 36 17.5 46.24 37 17.5 45.98 72D 17.5 45.17 45B 17.5 45.01 81A 17.5 45.17 82 17.5 45.23 74D 17.5 45.23 46B 17.5 45.22 73D 17.5 45.26 51B 17.5 45.7 91A 17.5 45.85 38 17.5 46.07 39 17.5 46.86 40 17.5 47.07 41 17.5 47.23 42 17.5 47.29 43 17.5 47.64 44 17.5 48.47 83 17.5 45.39 71D 17.5 46.02 10 8.5 53.29 10A 8.5 53.65 11 8.5 53.57 12 8.5 52.62 13 8.5 52.17 14 8.5 51.39 15 8.5 50.99 16 8.5 50.91 17 8.5 50.72 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 18 8.5 50.7 18A 8.5 50.66 18B 8.5 50.64 18C 8.5 50.62 18D 8.5 50.54 18E 8.5 50.54 19 8.5 50.81 20 8.5 51.28 21 8.5 51.47 22 8.5 51.62 23 8.5 51.7 24 8.5 51.99 25 8.5 52.76 TWR 8.5 54.5 BWR 2.0 60.94 UG2 -3.0 63.23 UG7 3.0 61.5 BF1 3.0 61.86 BF2 3.0 68.69 SRC 12.0 64.98 100.0 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 Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H41 25.500 4.20 25.88 1 2E 7.65 12.250 150 37.965 to T 9.563 17.212 3.465 36A 17.500 25.88 1.101 0.0 29.462 0.1096 3.229 Vel = 8.72 0.0 36A 25.88 44.659 K Factor= 3.87 H45 25.500 4.20 25.63 1 2E 7.65 13.083 150 37.249 to 2T 19.125 26.776 3.465 45B 17.500 25.63 1.101 0.0 39.859 0.1077 4.292 Vel = 8.64 0.0 45B 25.63 45.006 K Factor= 3.82 H53 25.500 4.20 25.60 1 2E 7.65 14.083 150 37.152 to 2T 19.125 26.776 3.465 45B 17.500 25.6 1.101 0.0 40.859 0.1074 4.389 Vel = 8.63 0.0 45B 25.60 45.006 K Factor= 3.82 H46 25.500 4.20 25.98 1 2E 7.65 14.417 150 38.267 to T 9.563 17.212 3.465 46B 17.500 25.98 1.101 0.0 31.629 0.1104 3.491 Vel = 8.75 0.0 46B 25.98 45.223 K Factor= 3.86 36A 17.500 25.88 1 T 9.563 1.000 150 44.659 to E 3.825 13.387 0.0 _ 36 17.500 25.88 1.101 0.0 14.387 0.1096 1.577 Vel = 8.72 0.0 36 25.88 46.236 K Factor= 3.81 30 17.500 -19.15 1.25 T 9.523 3.333 150 49.085 to 0.0 9.523 0.0 31 17.500 -19.15 1.394 0.0 12.856 -0.0199 -0.256 Vel = 4.03 31 17.500 0.0 1.25 E 4.762 22.833 150 48.829 to 0.0 4.761 0.0 32 17.500 -19.15 1.394 0.0 27.594 -0.0199 -0.549 Vel = 4.03 32 17.500 -9.40 1.25 0.0 8.917 150 48.280 to 0.0 0.0 0.0 33 17.500 -28.55 1.394 0.0 8.917 -0.0417 -0.372 Vel = 6.00 33 17.500 13.25 1.25 0.0 33.417 150 47.908 to 0.0 0.0 0.0 34 17.500 -15.3 1.394 0.0 33.417 -0.0131 -0.438 Vel = 3.22 34 17.500 -3.02 1.25 0.0 25.000 150 47.470 to 0.0 0.0 0.0 35 17.500 -18.32 1.394 0.0 25.000 -0.0184 -0.459 Vel= 3.85 35 17.500 -6.84 1.25 0.0 1.000 150 47.011 to 0.0 0.0 0.0 35A 17.500 -25.16 1.394 0.0 1.000 -0.0330 -0.033 Vel= 5.29 35A 17.500 0.0 1.25 0.0 10.667 150 46.978 to 0.0 0.0 0.0 42C 17.500 -25.16 1.394 0.0 10.667 -0.0329 -0.351 Vel = 5.29 42C 17.500 -12.65 1.25 0.0 5.583 150 46.627 to 0.0 0.0 0.0 36 17.500 -37.81 1.394 0.0 5.583 -0.0700 -0.391 Vel = 7.95 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 36 17.500 6.26 1.25 0.0 5.167 150 46.236 to 0.0 0.0 0.0 37 17.500 -31.55 1.394 0.0 5.167 -0.0501 -0.259 Vel = 6.63 37 17.500 -7.46 1.25 0.0 10.833 150 45.977 to 0.0 0.0 0.0 72D 17.500 -39.01 1.394 0.0 10.833 -0.0742 -0.804 Vel= 8.20 72D 17.500 0.0 1.25 0.0 2.250 150 45.173 to 0.0 0.0 0.0 45B 17.500 -39.01 1.394 0.0 2.250 -0.0742 -0.167 Vel = 8.20 45B 17.500 51.24 1.25 T 9.523 9.333 150 45.006 to 0.0 9.523 0.0 81A 17.500 12.23 1.394 0.0 18.856 0.0087 0.164 Vel= 2.57 81A 17.500 0.0 1.25 0.0 6.833 150 45.170 to 0.0 0.0 0.0 82 17.500 12.23 1.394 0.0 6.833 0.0086 0.059 Vel= 2.57 82 17.500 -14.37 1.25 T 9.523 0.667 150 45.229 to 0.0 9.523 0.0 74D 17.500 -2.14 1.394 0.0 10.190 -0.0004 -0.004 Vel = 0.45 74D 17.500 0.0 1.25 0.0 5.833 150 45.225 to 0.0 0.0 0.0 46B 17.500 -2.14 1.394 0.0 5.833 -0.0003 -0.002 Vel = 0.45 46B 17.500 25.98 1.25 0.0 1.167 150 45.223 to 0.0 0.0 0.0 73D 17.500 23.84 1.394 0.0 1.167 0.0300 0.035 Vel= 5.01 73D 17.500 0.0 1.25 T 9.523 5.417 150 45.258 to 0.0 9.523 0.0 51B 17.500 23.84 1.394 0.0 14.940 0.0299 0.446 Vel= 5.01 51B 17.500 14.37 1.25 0.0 2.000 150 45.704 to 0.0 0.0 0.0 91A 17.500 38.21 1.394 0.0 2.000 0.0715 0.143 Vel= 8.03 91A 17.500 -23.16 1.25 T 9.523 7.667 150 45.847 to 0.0 9.523 0.0 38 17.500 15.05 1.394 0.0 17.190 0.0127 0.219 Vel= 3.16 38 17.500 7.46 1.25 2T 19.046 10.667 150 46.066 to 0.0 19.047 0.0 39 17.500 22.51 1.394 0.0 29.714 0.0268 0.797 Vel= 4.73 39 17.500 12.65 1.25 0.0 3.417 150 46.863 to 0.0 0.0 0.0 40 17.500 35.16 1.394 0.0 3.417 0.0615 0.210 Vel= 7.39 40 17.500 -13.25 1.25 0.0 6.167 150 47.073 to 0.0 0.0 0.0 41 17.500 21.91 1.394 0.0 6.167 0.0255 0.157 Vel = 4.61 41 17.500 -11.11 1.25 0.0 9.000 150 47.230 to 0.0 0.0 0.0 42 17.500 10.8 1.394 0.0 9.000 0.0069 0.062 Vel= 2.27 42 17.500 0.0 1.25 2E 9.523 40.250 150 47.292 to 0.0 9.523 0.0 43 17.500 10.8 1.394 0.0 49.773 0.0069 0.344 Vel = 2.27 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 Qa Nom Fitting Pipe CFact Pt ******* Notes " ** to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 43 17.500 11.11 1.25 2E 9.523 23.167 150 47.636 to 0.0 9.523 0.0 44 17.500 21.91 1.394 0.0 32.690 0.0255 0.834 Vel= 4.61 44 17.500 9.40 1.25 T 9.523 2.917 150 48.470 to 0.0 9.523 0.0 30 17.500 31.31 1.394 0.0 12.440 0.0494 0.615 Vel= 6.58 0.0 30 31.31 49.085 K Factor= 4.47 82 17.500 14.37 1.25 E 4.762 9.000 150 45.229 to 0.0 4.761 0.0 83 17.500 14.37 1.394 0.0 13.761 0.0117 0.161 Vel = 3.02 83 17.500 0.0 1.25 E 4.762 22.083 150 45.390 to 0.0 4.761 0.0 51B 17.500 14.37 1.394 0.0 26.844 0.0117 0.314 Vel= 3.02 0.0 51B 14.37 K Factor= 2.13 32 17.500 9.40 1.25 2T 19.046 16.583 150 48.280 to 0.0 19.047 45.704 0.0 44 17.500 9.4 1.394 0.0 35.630 0.0053 0.190 Vel = 1.98 0.0 44 9.40 48.470 K Factor= 1.35 33 17.500 -13.25 1.25 2T 19.046 64.000 150 47.908 to 0.0 19.047 0.0 40 17.500 -13.25 1.394 0.0 83.047 -0.0101 -0.835 Vel = 2.79 0.0 40 -13.25 47.073 K Factor= -1.93 43 17.500 -11.10 1.25 2T 19.046 36.833 150 47.636 to 0.0 19.047 0.0 41 17.500 -11.1 1.394 0.0 55.880 -0.0073 -0.406 Vel = 2.33 0.0 41 -11.10 47.230 K Factor= -1.62 39 17.500 -12.65 1.25 2T 19.046 6.583 150 46.863 to 0.0 19.047 0.0 42C 17.500 -12.65 1.394 0.0 25.630 -0.0092 -0.236 Vel = 2.66 0.0 42C -12.65 46.627 K Factor= -1.85 38 17.500 -7.46 1.25 T 9.523 2.750 150 46.066 to 0.0 9.523 0.0 71D 17.500 -7.46 1.394 0.0 12.273 -0.0035 -0.043 Vel= 1.57 71D 17.500 0.0 1.25 T 9.523 3.833 150 46.023 to 0.0 9.523 0.0 37 17.500 -7.46 1.394 0.0 13.356 -0.0034 -0.046 Vel= 1.57 0.0 37 -7.46 45.977 K Factor= -1.10 10 8.500 79.51 2.5 T 18.785 2.833 120 53.293 to 0.0 18.785 0.0 10A 8.500 79.51 2.707 0.0 21.618 0.0165 0.357 Vel = 4.43 10A 8.500 -103.10 1.25 0.0 2.833 150 53.650 to 0.0 0.0 0.0 • 11 8.500 -23.59 1.394 0.0 2.833 -0.0293 -0.083 Vel = 4.96 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 11 8.500 0.0 1.25 2E 9.523 22.750 150 53.567 to 0.0 9.523 0.0 12 8.500 -23.59 1.394 0.0 32.273 -0.0293 -0.944 Vel= 4.96 12 8.500 -8.04 1.25 0.0 8.917 150 52.623 to 0.0 0.0 0.0 13 8.500 -31.63 1.394 0.0 8.917 -0.0504 -0.449 Vel = 6.65 13 8.500 12.09 1.25 E 4.762 33.417 150 52.174 to 0.0 4.761 0.0 14 8.500 -19.54 1.394 0.0 38.178 -0.0206 -0.788 Vel = 4.11 14 8.500 3.02 1.25 0.0 26.000 150 51.386 to 0.0 0.0 0.0 15 8.500 -16.52 1.394 0.0 26.000 -0.0152 -0.394 Vel= 3.47 15 8.500 6.84 1.25 0.0 14.540 150 50.992 to 0.0 0.0 0.0 16 8.500 -9.68 1.394 0.0 14.540 -0.0056 -0.082 Vel = 2.03 16 8.500 -16.15 1.25 0.0 5.583 150 50.910 to 0.0 0.0 0.0 17 8.500 -25.83 1.394 0.0 5.583 -0.0346 -0.193 Vel= 5.43 17 8.500 19.62 1.25 0.0 5.167 150 50.717 to 0.0 0.0 0.0 18 8.500 -6.21 1.394 0.0 5.167 -0.0025 -0.013 Vel = 1.31 18 8.500 0.0 1.25 E 4.762 13.083 150 50.704 to 0.0 4.761 0.0 18A 8.500 -6.21 1.394 0.0 17.844 -0.0025 -0.044 Vel = 1.31 18A 8.500 0.0 1.25 0.0 6.833 150 50.660 to 0.0 0.0 0.0 18B 8.500 -6.21 1.394 0.0 6.833 -0.0025 -0.017 Vel = 1.31 18B 8.500 0.0 1.25 0.0 9.000 150 50.643 to 0.0 0.0 0.0 18C 8.500 -6.21 1.394 0.0 9.000 -0.0024 -0.022 Vel = 1.31 18C 8.500 0.0 1.25 2E 9.523 22.083 150 50.621 to 0.0 9.523 0.0 18D 8.500 -6.21 1.394 0.0 31.606 -0.0025 -0.078 Vel = 1.31 18D 8.500 0.0 1.25 0.0 1.917 150 50.543 to 0.0 0.0 0.0 18E 8.500 -6.21 1.394 0.0 1.917 -0.0026 -0.005 Vel = 1.31 18E 8.500 23.16 1.25 T 9.523 7.667 150 50.538 to 0.0 9.523 0.0 19 8.500 16.95 1.394 0.0 17.190 0.0159 0.273 Vel= 3.56 19 8.500 0.0 1.25 2T 19.046 10.667 150 50.811 to 0.0 19.047 0.0 20 8.500 16.95 1.394 0.0 29.714 0.0159 0.472 Vel = 3.56 20 8.500 16.15 1.25 0.0 3.417 150 51.283 to 0.0 0.0 0.0 21 8.500 33.1 1.394 0.0 3.417 0.0547 0.187 Vel= 6.96 21 8.500 -12.09 1.25 0.0 6.167 150 51.470 to 0.0 0.0 0.0 22 8.500 21.01 1.394 0.0 6.167 0.0235 0.145 Vel = 4.42 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 ******* Notes " "*"" to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 22 8.500 -10.64 1.25 E 4.762 9.000 150 51.615 to 0.0 4.761 0.0 23 8.500 10.37 1.394 0.0 13.761 0.0064 0.088 Vel= 2.18 23 8.500 0.0 1.25 E 4.762 40.167 150 51.703 to 0.0 4.761 0.0 24 8.500 10.37 1.394 0.0 44.928 0.0064 0.288 Vel= 2.18 24 8.500 10.64 1.25 2E 9.523 23.250 150 51.991 to 0.0 9.523 0.0 25 8.500 21.01 1.394 0.0 32.773 0.0236 0.774 Vel = 4.42 25 8.500 8.04 1.25 T 9.523 2.750 150 52.765 to 0.0 9.523 0.0 10 8.500 29.05 1.394 0.0 12.273 0.0430 0.528 Vel = 6.11 0.0 10 29.05 53.293 K Factor= 3.98 12 8.500 8.04 1.25 2T 19.046 16.500 150 52.623 to 0.0 19.047 0.0 25 8.500 8.04 1.394 0.0 315.547 0.0040 0.142 Vel= 1.69 0.0 52.765 K Factor= 1.11 25 8.04 13 8.500 -12.09 1.25 2T 19.046 63.833 150 52.174 to 0.0 19.047 0.0 21 8.500 -12.09 1.394 0.0 82.880 -0.0085 -0.704 Vel= 2.54 0.0 21 -12.09 51.470 K Factor= -1.69 24 8.500 -10.64 1.25 2T 19.046 36.833 150 51.991 to 0.0 19.047 0.0 22 8.500 -10.64 1.394 0.0 55.880 -0.0067 -0.376 Vel= 2.24 0.0 51.615 K Factor= -1.48 22 -10.64 20 8.500 -16.15 1.25 2T 19.046 6.583 150 51.283 to 0.0 19.047 0.0 16 8.500 -16.15 1.394 0.0 25.630 -0.0146 -0.373 Vel = 3.39 0.0 16 -16.15 50.910 K Factor= -2.26 30 17.500 50.46 2.5 2T 56.772 9.000 150 49.085 to 0.0 56.773 3.898 10 8.500 50.46 2.707 0.0 65.773 0.0047 0.310 Vel= 2.81 0.0 10 50.46 53.293 K Factor= 6.91 34 17.500 3.02 1.25 2T 19.046 9.000 150 47.470 to 0.0 19.047 3.898 14 8.500 3.02 1.394 0.0 28.047 0.0006 0.018 Vel= 0.63 0.0 14 3.02 51.386 K Factor= 0.42 35 17.500 6.84 1.25 2T 19.046 9.000 150 47.011 to 0.0 19.047 3.898 15 8.500 6.84 1.394 0.0 28.047 0.0030 0.083 Vel = 1.44 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 15 6.84 50.992 K Factor= 0.96 36 17.500 19.62 1.25 2T 19.046 9.000 150 46.236 to 0.0 19.047 3.898 17 8.500 19.62 1.394 0.0 28.047 0.0208 0.583 Vel= 4.12 0.0 17 19.62 50.717 K Factor= 2.76 91A 17.500 23.16 1.25 2T 19.046 9.000 150 45.847 to 0.0 19.047 3.898 18E 8.500 23.16 1.394 0.0 28.047 0.0283 0.793 Vel = 4.87 0.0 18E 23.16 50.538 K Factor= 3.26 10A 8.500 103.09 2.5 T 18.785 3.667 120 53.650 to E 9.393 28.178 0.0 TWR 8.500 103.09 2.707 0.0 31.845 0.0267 0.851 Vel= 5.75 TWR 8.500 0.0 2.5 Fsp 0.0 7.500 120 54.501 to Ball 15.655 15.655 5.815 **Fixed Loss=3 BWR 2 103.09 2.707 0.0 23.155 0.0267 0.619 Vel= 5.75 BWR 2 0.0 4 T 28.063 6.000 120 60.935 to E 14.032 42.095 2.166 UG2 -3 103.09 4.316 0.0 48.095 0.0027 0.132 Vel= 2.26 UG2 -3 0.0 4 2E 29.067 255.000 140 63.233 to 2F 11.627 69.761 -2.599 UG7 3 103.09 4.1 T 29.067 324.761 0.0027 0.865 Vel= 2.51 UG7 3 0.0 4 2E 29.067 94.000 140 61.499 to 2F 11.627 40.694 0.0 BF1 3 103.09 4.1 0.0 134.694 0.0027 0.358 Vel= 2.51 BF1 3 0.0 4 Zfc 0.0 5.000 140 61.857 to 0.0 0.0 6.822 **Fixed Loss= 6.822 BF2 3 103.09 4.1 0.0 5.000 0.0026 0.013 Vel= 2.51 BF2 3 0.0 4 T 29.067 37.000 140 68.692 to G 2.907 31.974 -3.898 SRC 12 103.09 4.1 0.0 68.974 0.0027 0.184 Vel = 2.51 100.00 Qa = 100.00 SRC 203.09 64.978 K Factor= 25.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 11 AFP Systems, Inc. Date 2.26.16 Greenburg Rd. Apartments Fitting Legend Abbrev. Name ''A % 1 1'/. 1% 2 21/4 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 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 Hydrated 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: xt Discharge coefficient: .906 is 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 r kIto a Flow at 20psi residual pressure (calculated): 11678 gpm I 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. '4111111 CEt ° U;' ES" ST 41 41 m • i 2 n:kn.' 8'1ttR 69 / • 9y I egi0 ' Y� Cv l W 1 46067 \( "'-....--> a) u eIIv „I E..t ii II X 1 DC SUMM T DR. z S1 (1 ��..., 4/"..L.IW (�p7oao A. I (2 v 1 !, / -C-7, , w L., > w r Q t -A...- (r, r i 6 BORDERS CV °; / - /5066 $ 6- 0 _LIZ MIB• ..y I it7 4;\d. ) I I_ T. 1 T Ell _ _ _ Fire Protection by Computer Design .i PIA.% AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd.Apartments Building : FP-2 Bldg. 5 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #1 Contract : 16020 Data File : Bldg. 5 Dry Hydraulic CaIc..WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f • AFP Systems, Inc. Page 1 Date 2.26.16 Greenburg Rd.Apartments HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 5 Date: 3/8/16 Design Remote area number: #1 Remote area location: Building#5 Attic Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 2626-SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: Tyco TY2131 1/2" Q.R. 4.2 Uprights 200° No. of sprinklers calculated: 31 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 541.2-GPM @ 60.6- Psi Type of system: Dry Volume of dry or preaction system: 160-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.) CaGO114. `SSD 54390PE r OREGON 46 I `rylY13 C. S 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 : 10.827 C2- Residual Pressure: 73 D2-System Flow :441.207 C2- Residual Flow : 446.75 D2-System Pressure : 60.634 Hose( Demand ) : 100 D3-System Demand : 541.207 Safety Margin : 10.236 150 • 140 130 p 120 R 110 E 100 S 90 S 80 o- Cl -- C2 U 70 — - D2 • R 60 - —� E 50 D3 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 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 70.87 541.21 60.634 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 9.04 12.63 H2 30.0 4.2 9.09 12.66 H3 30.0 4.2 9.28 12.8 H4 30.0 4.2 9.69 13.08 H5 30.0 4.2 10.4 13.54 H6 30.0 4.2 11.49 14.23 H7 30.0 4.2 12.65 14.94 H8 30.0 4.2 12.73 14.98 49B 30.0 13.24 H9 37.0 4.2 8.16 12.0 H10 37.0 4.2 8.21 12.04 H11 37.0 4.2 8.39 12.16 H12 37.0 4.2 8.76 12.43 H13 37.0 4.2 9.01 12.61 H14 37.0 4.2 9.06 12.65 H15 37.0 4.2 9.45 12.91 48B 37.0 9.95 H16 30.0 4.2 10.88 13.85 H17 30.0 4.2 10.93 13.88 H18 30.0 4.2 11.15 14.03 H19 30.0 4.2 11.64 14.33 H2O 30.0 4.2 12.48 14.83 H21 30.0 4.2 13.5 15.43 H22 30.0 4.2 13.58 15.48 44B 30.0 14.09 H23 29.5 4.2 14.36 15.92 H24 29.5 4.2 14.43 15.95 H25 29.5 4.2 14.65 16.08 H26 29.5 4.2 15.13 16.34 46B 29.5 15.86 H27 29.0 4.2 13.59 15.49 H28 29.0 4.2 13.67 15.53 H29 29.0 4.2 13.95 15.69 H30 29.0 4.2 14.55 16.02 H31 29.0 4.2 15.82 16.7 47B 29.0 15.97 49A 27.5 18.18 48A 27.5 18.25 47A 27.5 18.58 46A 27.5 18.59 45A 27.5 18.64 44A 27.5 18.58 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 43A 27.5 18.68 40 27.5 21.2 TDR 9.5 32.16 BDR 2.0 38.11 UG2 -3.0 42.23 UG7 3.0 52.36 BF1 3.0 57.63 BF2 3.0 61.83 SRC 12.0 60.63 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Page 5 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 H1 30 4.20 12.63 1.5 0.0 8.000 100 9.039 to 0.0 0.0 0.0 H2 30 12.63 1.74 0.0 8.000 0.0066 0.053 Vel= 1.70 H2 30 4.20 12.66 1.5 0.0 8.000 100 9.092 to 0.0 0.0 0.0 H3 30 25.29 1.74 0.0 8.000 0.0240 0.192 Vel = 3.41 H3 30 4.20 12.80 1.5 0.0 8.000 100 9.284 to 0.0 0.0 0.0 H4 30 38.09 1.74 0.0 8.000 0.0510 0.408 Vel = 5.14 H4 30 4.20 13.07 1.5 0.0 8.000 100 9.692 to 0.0 0.0 0.0 H5 30 51.16 1.74 0.0 8.000 0.0881 0.705 Vel= 6.90 H5 30 4.20 13.55 1.5 0.0 8.000 100 10.397 to 0.0 0.0 0.0 H6 30 64.71 1.74 0.0 8.000 0.1361 1.089 Vel = 8.73 H6 30 4.20 14.23 1.5 T 8.334 0.588 100 11.486 to 0.0 8.334 0.0 49B 30 78.94 1.74 0.0 8.922 0.1967 1.755 Vel = 10.65 0.0 49B 78.94 13.241 K Factor= 21.69 H7 30 4.20 14.94 1.5 0.0 8.000 100 12.654 to 0.0 0.0 0.0 H8 30 14.94 1.74 0.0 8.000 0.0090 0.072 Vel = 2.02 H8 30 4.20 14.98 1.5 T 8.334 7.417 100 12.726 to 0.0 8.334 0.0 49B 30 29.92 1.74 0.0 15.751 0.0327 0.515 Vel = 4.04 49B 30 78.94 1.5 T 8.334 2.500 100 13.241 to 0.0 8.334 1.083 49A 27.500 108.86 1.74 0.0 10.834 0.3563 3.860 Vel= 14.69 0.0 49A 108.86 18.184 K Factor= 25.53 H9 37 4.20 12.00 1.5 0.0 8.000 100 8.163 to 0.0 0.0 0.0 H10 37 12.0 1.74 0.0 8.000 0.0060 0.048 Vel = 1.62 H10 37 4.20 12.04 1.5 0.0 8.000 100 8.211 to 0.0 0.0 0.0 H11 37 24.04 1.74 0.0 8.000 0.0219 0.175 Vel = 3.24 H11 37 4.20 12.16 1.5 0.0 8.000 100 8.386 to 0.0 0.0 0.0 H12 37 36.2 1.74 0.0 8.000 0.0465 0.372 Vel= 4.88 H12 37 4.20 12.43 1.5 T 8.334 6.583 100 8.758 to 0.0 8.334 0.0 48B 37 48.63 1.74 0.0 14.917 0.0802 1.197 Vel = 6.56 0.0 48B 48.63 9.955 K Factor= 15.41 H13 37 4.20 12.61 1.5 0.0 8.000 100 9.012 to 0.0 0.0 0.0 H14 37 12.61 1.74 0.0 8.000 0.0066 0.053 Vel = 1.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' ' l 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 H14 37 4.20 12.64 1.5 T 8.334 8.000 100 9.065 to 0.0 8.334 0.0 H15 37 25.25 1.74 0.0 16.334 0.0239 0.390 Vel= 3.41 H15 37 4.20 12.92 1.5 T 8.334 1.417 100 9.455 to 0.0 8.334 0.0 48B 37 38.17 1.74 0.0 9.751 0.0513 0.500 Vel = 5.15 48B 37 48.62 1.5 T 8.334 9.500 100 9.955 to 0.0 8.334 4.114 48A 27.500 86.79 1.74 0.0 17.834 0.2343 4.179 Vel = 11.71 0.0 48A 86.79 18.248 K Factor= 20.32 H16 30 4.20 13.85 1.5 0.0 6.000 100 10.880 to 0.0 0.0 0.0 H17 30 13.85 1.74 0.0 6.000 0.0078 0.047 Vel = 1.87 H17 30 4.20 13.89 1.5 0.0 8.000 100 10.927 to 0.0 0.0 0.0 H18 30 27.74 1.74 0.0 8.000 0.0284 0.227 Vel = 3.74 H18 30 4.20 14.02 1.5 0.0 8.000 100 11.154 to 0.0 0.0 0.0 H19 30 41.76 1.74 0.0 8.000 0.0606 0.485 Vel = 5.63 H19 30 4.20 14.33 1.5 0.0 8.000 100 11.639 to 0.0 0.0 0.0 H2O 30 56.09 1.74 0.0 8.000 0.1045 0.836 Vel = 7.57 H2O 30 4.20 14.84 1.5 T 8.334 1.667 100 12.475 to 0.0 8.334 0.0 44B 30 70.93 1.74 0.0 10.001 0.1613 1.613 Vel = 9.57 0.0 44B 70.93 14.088 K Factor= 18.90 H21 30 4.20 15.43 1.5 0.0 8.000 100 13.502 to 0.0 0.0 0.0 H22 30 15.43 1.74 0.0 8.000 0.0096 0.077 Vel = 2.08 H22 30 4.20 15.48 1.5 T 8.334 6.333 100 13.579 to 0.0 8.334 0.0 44B 30 30.91 1.74 0.0 14.667 0.0347 0.509 Vel = 4.17 44B 30 70.93 1.5 T 8.334 2.500 100 14.088 to 0.0 8.334 1.083 44A 27.500 101.84 1.74 0.0 10.834 0.3150 3.413 Vel = 13.74 0.0 44A 101.84 18.584 K Factor= 23.62 H23 29.500 4.20 15.92 1.5 0.0 6.167 100 14.363 to 0.0 0.0 0.0 H24 29.500 15.92 1.74 0.0 6.167 0.0102 0.063 Vel = 2.15 H24 29.500 4.20 15.95 1.5 0.0 6.167 100 14.426 to 0.0 0.0 0.0 H25 29.500 31.87 1.74 0.0 6.167 0.0366 0.226 Vel = 4.30 H25 29.500 4.20 16.08 1.5 0.0 6.167 100 14.652 to 0.0 0.0 0.0 H26 29.500 47.95 1.74 0.0 6.167 0.0782 0.482 Vel = 6.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r , 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 H26 29.500 4.20 16.34 1.5 E 4.167 1.250 100 15.134 to 0.0 4.167 0.0 46B 29.500 64.29 1.74 0.0 5.417 0.1346 0.729 Vel= 8.67 46B 29.500 0.0 1.5 T 8.334 5.500 100 15.863 to 0.0 8.334 0.866 46A 27.500 64.29 1.74 0.0 13.834 0.1345 1.860 Vel = 8.67 0.0 46A 64.29 18.589 K Factor= 14.91 H27 29 4.20 15.49 1.5 0.0 8.000 100 13.594 to 0.0 0.0 0.0 H28 29 15.49 1.74 0.0 8.000 0.0096 0.077 Vel = 2.09 H28 29 4.20 15.52 1.5 0.0 8.000 100 13.671 to 0.0 0.0 0.0 H29 29 31.01 1.74 0.0 8.000 0.0349 0.279 Vel= 4.18 H29 29 4.20 15.69 1.5 0.0 8.000 100 13.950 to 0.0 0.0 0.0 H30 29 46.7 1.74 0.0 8.000 0.0745 0.596 Vel= 6.30 H30 29 4.20 16.02 1.5 T 8.334 2.750 100 14.546 to 0.0 8.334 0.0 47B 29 62.72 1.74 0.0 11.084 0.1285 1.424 Vel = 8.46 0.0 47B 62.72 15.970 K Factor= 15.69 _ H31 29 4.20 16.70 1.5 T 8.334 5.250 100 15.819 to 0.0 8.334 0.0 " 47B 29 16.7 1.74 0.0 13.584 0.0111 0.151 Vel = 2.25 47B 29 62.72 1.5 T 8.334 1.500 100 15.970 to 0.0 8.334 0.650 47A 27.500 79.42 1.74 0.0 9.834 0.1989 1.956 Vel = 10.72 0.0 47A 79.42 18.576 K Factor= 18.43 49A 27.500 108.86 4 0.0 15.000 100 18.184 to 0.0 0.0 0.0 48A 27.500 108.86 4.316 0.0 15.000 0.0043 0.064 Vel = 2.39 48A 27.500 86.80 4 T 20.029 10.750 100 18.248 to 0.0 20.029 0.0 45A 27.500 195.66 4.316 0.0 30.779 0.0126 0.389 Vel= 4.29 0.0 45A 195.66 18.637 K Factor= 45.32 47A 27.500 79.42 4 0.0 5.750 100 18.576 to 0.0 0.0 0.0 46A 27.500 79.42 4.316 0.0 5.750 0.0023 0.013 Vel= 1.74 46A 27.500 64.29 4 0.0 6.750 100 18.589 to 0.0 0.0 0.0 45A 27.500 143.71 4.316 0.0 6.750 0.0071 0.048 Vel = 3.15 45A 27.500 195.66 4 0.0 1.083 100 18.637 to 0.0 0.0 0.0 43A 27.500 339.37 4.316 0.0 1.083 0.0351 0.038 Vel = 7.44 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • ' ' Anal 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 43A 339.37 18.675 K Factor= 78.53 44A 27.500 101.84 4 T 20.029 4.250 100 18.584 to 0.0 20.029 0.0 43A 27.500 101.84 4.316 0.0 24.279 0.0037 0.091 Vel = 2.23 43A 27.500 339.37 4 T 20.029 24.333 100 18.675 to 0.0 20.029 0.0 40 27.500 441.21 4.316 0.0 44.362 0.0569 2.523 Vel = 9.68 40 27.500 0.0 4 3E 30.043 25.583 100 21.198 to 0.0 30.043 7.796 TDR 9.500 441.21 4.316 0.0 55.626 0.0569 3.163 Vel = 9.68 TDR 9.500 0.0 4 Bvcb 12.017 7.500 100 32.157 to D 28.04 40.058 3.248 BDR 2 441.21 4.316 0.0 47.558 0.0569 2.705 Vel = 9.68 BDR 2 0.0 4 T 28.063 6.000 120 38.110 to E 14.032 42.095 2.166 UG2 -3 441.21 4.316 0.0 48.095 0.0406 1.952 Vel = 9.68 UG2 -3 0.0 4 2E 29.067 255.000 140 42.228 to 2F 11.627 69.761 -2.599 UG7 3 441.21 4.1 T 29.067 324.761 0.0392 12.726 Vel= 10.72 UG7 3 0.0 4 2E 29.067 94.000 140 52.355 to 2F 11.627 40.694 0.0 BF1 3 441.21 4.1 0.0 134.694 0.0392 5.279 Vel = 10.72 BF1 3 0.0 4 Zfc 0.0 5.000 140 57.634 to 0.0 0.0 4.000 **Fixed Loss=4 BF2 3 441.21 4.1 0.0 5.000 0.0390 0.195 Vel = 10.72 BF2 3 0.0 4 T 29.067 37.000 140 61.829 to G 2.907 31.974 -3.898 SRC 12 441.21 4.1 0.0 68.974 0.0392 2.703 Vel= 10.72 100.00 Qa = 100.00 SRC 541.21 60.634 K Factor= 69.50 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 '/2 3/4 1 11/4 1% 2 21/2 3 3'/2 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#: 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 is 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 Flow at 20psi residual pressure (calculated): 1678 gpm f 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 gape: 2-A5F6U-20-1 Hydrant information: Hydrant!D 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. ,. ovv I:� b . J /J t 6�Y J 0' 2.0 • CESA SES ST. 1 J 1 I 8/ 1 ,• <->: : I /6067 7 cv I a CJ -- 1 I J" ,I''f c OI 21492 k to 19192 • 4 SUMMIT z A' �,_ .Nt111441 w - • Ci��o 1 I o4P 1E1D I ii I '— 1 0 . I[...- �6 .1 ,_ i o I - �. / a Q m Q a / t ,// y BORDERS b 15066 11 / t a 6•Gv i 6• 6'6V 6_kU 01 et CV / m / ' -