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s-- SW Girt le _ _ _ 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. 3 Location : 9550 SW Greenburg Road,Tigard, OR 97220 System : #3 Contract : 16020 Data File : Bldg. 3 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. 3 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 Total water required(including hose streams): 231.6-GPM @ 70.2- 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.) � pPROlc? C* A011444% At &MOPE OREGON VY13 02-* C. WI° Expires: 6I/( 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 : 131.642 C2- Residual Flow : 446.75 D2-System Pressure : 70.334 Hose( Demand ) : 100 D3-System Demand :231.642 Safety Margin : 6.182 150 140 130 p 120 R 110 E 100 S 90 S 80 o Cl D2 _ C2 U 70 0 0 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 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 76.517 231.64 70.334 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H61 17.0 4.9 44.11 32.54 H62 17.0 4.9 43.72 32.4 H63 17.0 4.9 44.96 32.86 H64 17.0 4.9 47.7 33.84 20 17.5 52.04 21 17.5 51.11 22 17.5 48.77 23 17.5 47.53 51B 17.5 46.46 61B 17.5 46.38 24 17.5 46.3 62B 17.5 46.25 52B 17.5 46.26 63B 17.5 46.46 53B 17.5 46.69 25 17.5 47.69 26 17.5 49.41 55B 17.5 50.45 54B 17.5 50.45 64B 17.5 50.44 27 17.5 50.62 28 17.5 50.86 29 17.5 50.97 30 17.5 51.46 31 17.5 51.68 56B 17.5 51.98 32 17.5 51.99 33 17.5 52.0 34 17.5 52.03 10 9.167 55.78 71 9.167 56.79 72 9.167 59.83 73 9.167 56.21 74 9.167 55.64 80D 9.167 55.36 79D 9.167 55.19 75 9.167 54.9 155 9.167 54.74 76 9.167 55.12 73D 9.167 55.27 74D 9.167 55.57 77 9.167 55.62 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 75D 9.167 55.8 78 9.167 55.94 76D 9.167 55.95 79 9.167 56.05 80 9.167 55.86 81 9.167 55.76 156 9.167 55.69 82 9.167 55.73 83 9.167 55.79 TWR 9.167 60.39 BWR 2.0 66.6 UG3 -3.0 68.97 UG7 3.0 67.18 BFI 3.0 67.74 BF2 3.0 73.94 SRC 12.0 70.33 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Page 5 AFP Systems, Inc. Date 5.26.16 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 H61 17 4.90 32.54 1 T 9.563 1.500 150 44.107 to E 3.825 13.387 -0.217 61B 17.500 32.54 1.101 0.0 14.887 0.1675 2.493 Vel= 10.97 0.0 61B 32.54 46.383 K Factor= 4.78 H62 17 4.90 32.40 1 E 3.825 3.167 150 43.722 to T 9.563 13.387 -0.217 62B 17.500 32.4 1.101 0.0 16.554 0.1661 2.750 Vel= 10.92 0.0 62B 32.40 46.255 K Factor= 4.76 H63 17 4.90 32.86 1 T 9.563 0.500 150 44.961 to 0.0 9.562 -0.217 63B 17.500 32.86 1.101 0.0 10.062 0.1705 1.716 Vel = 11.07 0.0 63B 32.86 46.460 K Factor= 4.82 H64 17 4.90 33.84 1 T 9.563 3.000 150 47.705 to E 3.825 13.387 -0.217 64B 17.500 33.84 1.101 0.0 16.387 0.1801 2.951 Vel = 11.40 0.0 64B 33.84 50.439 K Factor= 4.76 20 17.500 -46.17 1.5 T 11.656 6.333 150 52.044 to 0.0 11.656 0.0 21 17.500 -46.17 1.598 0.0 17.989 -0.0521 -0.937 Vel = 7.39 21 17.500 0.0 1.5 E 5.828 39.083 150 51.1070.0 to 0.0 5.828 22 17.500 -46.17 1.598 0.0 44.911 -0.0521 -2.341 Vel= 7.39 22 17.500 0.0 1.5 E 5.828 17.833 150 48.76687 to 0.0 5.828 23 17.500 -46.17 1.598 0.0 23.661 -0.0521 -1.233 Vel = 7.39 23 17.500 0.0 1.5 T 11.656 9.000 150 47.533 to 0.0 11.656 0.0 51B 17.500 -46.17 1.598 0.0 20.656 -0.0521 -1.076 Vel = 7.39 51B 17.500 0.0 1.5 0.0 1.407 150 46.45764 to 0.0 0.0 61B 17.500 -46.17 1.598 0.0 1.407 -0.0526 -0.074 Vel = 7.39 61B 17.500 32.55 1.5 T 11.656 3.417 150 46.383 to 0.0 11.656 0.0 24 17.500 -13.62 1.598 0.0 15.073 -0.0054 -0.082 Vel = 2.18 24 17.500 0.0 1.5 0.0 8.500 150 46.30163 to 0.0 0.0 62B 17.500 -13.62 1.598 0.0 8.500 -0.0054 -0.046 Vel= 2.18 62B 17.500 32.40 1.5 0.0 1.000 150 46.25562 to 0.0 0.0 52B 17.500 18.78 1.598 0.0 1.000 0.0100 0.010 Vel = 3.00 52B 17.500 0.0 1.5 E 5.828 13.917 150 46.26562 to 0.0 5.828 63B 17.500 18.78 1.598 0.0 19.745 0.0099 0.195 Vel = 3.00 63B 17.500 32.85 1.5 0.0 3.667 150 46.46064 to 0.0 0.0 53B 17.500 51.63 1.598 0.0 3.667 0.0641 0.235 Vel = 8.26 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 53B 17.500 0.0 1.5 0.0 15.500 150 46.695 to 0.0 0.0 0.0 25 17.500 51.63 1.598 0.0 15.500 0.0641 0.993 Vel = 8.26 25 17.500 0.0 1.5 T 11.656 15.167 150 47.688 to 0.0 11.656 0.0 26 17.500 51.63 1.598 0.0 26.823 0.0641 1.719 Vel = 8.26 26 17.500 0.0 1.5 E 5.828 10.500 150 49.407 to 0.0 5.828 0.0 55B 17.500 51.63 1.598 0.0 16.328 0.0641 1.047 Vel = 8.26 55B 17.500 -60.01 1.5 0.0 1.667 150 50.454 to 0.0 0.0 0.0 54B 17.500 -8.38 1.598 0.0 1.667 -0.0024 -0.004 Vel = 1.34 54B 17.500 0.0 1.5 0.0 5.250 150 50.450 to 0.0 0.0 0.0 64B 17.500 -8.38 1.598 0.0 5.250 -0.0021 -0.011 Vel = 1.34 64B 17.500 33.84 1.5 0.0 10.583 150 50.439 to 0.0 0.0 0.0 27 17.500 25.46 1.598 0.0 10.583 0.0173 0.183 Vel = 4.07 27 17.500 0.0 1.5 0.0 13.833 150 50.622 to 0.0 0.0 0.0 28 17.500 25.46 1.598 0.0 13.833 0.0173 0.240 Vel = 4.07 28 17.500 0.0 1.5 0.0 6.250 150 50.862 to 0.0 0.0 0.0 29 17.500 25.46 1.598 0.0 6.250 0.0173 0.108 Vel = 4.07 29 17.500 0.0 1.5 0.0 28.000 150 50.970 to 0.0 0.0 0.0 30 17.500 25.46 1.598 0.0 28.000 0.0174 0.486 Vel = 4.07 30 17.500 0.0 1.5 0.0 13.000 150 51.456 to 0.0 0.0 0.0 31 17.500 25.46 1.598 0.0 13.000 0.0173 0.225 Vel= 4.07 31 17.500 0.0 1.5 0.0 17.417 150 51.681 to 0.0 0.0 0.0 56B 17.500 25.46 1.598 0.0 17.417 0.0173 0.302 Vel= 4.07 56B 17.500 -21.42 1.5 0.0 10.500 150 51.983 to 0.0 0.0 0.0 32 17.500 4.04 1.598 0.0 10.500 0.0006 0.006 Vel = 0.65 32 17.500 0.0 1.5 E 5.828 15.167 150 51.989 to 0.0 5.828 0.0 33 17.500 4.04 1.598 0.0 20.995 0.0006 0.012 Vel= 0.65 33 17.500 0.0 1.5 T 11.656 39.083 150 52.001 to E 5.828 17.484 0.0 34 17.500 4.04 1.598 0.0 56.567 0.0006 0.033 Vel= 0.65 34 17.500 0.0 1.5 T 11.656 6.750 150 52.034 to 0.0 11.656 0.0 20 17.500 4.04 1.598 0.0 18.406 0.0005 0.010 Vel = 0.65 0.0 20 4.04 52.044 K Factor= 0.56 55B 17.500 60.01 2.5 21 33.092 11.250 150 50.454 to 2E 16.546 49.638 3.609 155 9.167 60.01 2.423 0.0 60.888 0.0112 0.679 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 AFP Systems, Inc. Date 7.26.16 Greenburg Rd. Apartments 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 0.0 155 60.01 54.742 K Factor= 8.11 56B 17.500 21.42 2.5 2T 33.092 11.250 150 51.983 to 2E 16.546 49.638 3.609 156 9.167 21.42 2.423 0.0 60.888 0.0017 0.101 Vel = 1.49 0.0 156 21.42 55.693 K Factor= 2.87 10 9.167 48.04 1.5 T 11.656 6.333 150 55.78357 to 0.0 11.656 71 9.167 48.04 1.598 0.0 17.989 0.0561 1.009 Vel= 7.68 71 9.167 34.05 1.5 T 11.656 8.417 150 56.7920.7 to 0.0 11.656 72 9.167 82.09 1.598 0.0 20.073 0.1511 3.034 Vel = 13.13 72 9.167 -131.64 1.5 T 11.656 43.417 150 59.826 to E 5.828 17.484 0.0 73 9.167 -49.55 1.598 0.0 60.901 -0.0594 -3.618 Vel= 7.93 73 9.167 19.81 1.5 T 11.656 13.000 150 56.2080.0 to 0.0 11.656 74 9.167 -29.74 1.598 0.0 24.656 -0.0231 -0.570 Vel = 4.76 74 9.167 4.26 1.5 E 5.828 10.083 150 55.63856 to 0.0 5.828 80D 9.167 -25.48 1.598 0.0 15.911 -0.0173 -0.276 VeI= 4.08 80D 9.167 0.0 1.5 0.0 9.833 150 55.36253 to 0.0 0.0 79D 9.167 -25.48 1.598 0.0 9.833 -0.0173 -0.170 Vel = 4.08 79D 9.167 0.0 1.5 T 11.656 5.000 150 55.1920. to 0.0 11.656 0 75 9.167 -25.48 1.598 0.0 16.656 -0.0174 -0.290 Vel= 4.08 75 9.167 0.0 1.5 0.0 9.250 150 54.90249 to 0.0 0.0 155 9.167 -25.48 1.598 0.0 9.250 -0.0173 -0.160 Vel = 4.08 155 9.167 60.01 1.5 T 11.656 0.750 150 54.742 to 0.0 11.656 0.0 76 9.167 34.53 1.598 0.0 12.406 0.0305 0.378 Vel = 5.52 76 9.167 0.0 1.5 0.0 5.000 150 55.1205 to 0.0 0.0 73D 9.167 34.53 1.598 0.0 5.000 0.0304 0.152 Vel= 5.52 73D 9.167 0.0 1.5 0.0 9.833 150 55.2720.2 to 0.0 0.0 74D 9.167 34.53 1.598 0.0 9.833 0.0305 0.300 Vel = 5.52 74D 9.167 0.0 1.5 0.0 1.667 150 55.5720.5 to 0.0 0.0 77 9.167 34.53 1.598 0.0 1.667 0.0300 0.050 Vel= 5.52 77 9.167 -4.26 1.5 0.0 7.417 150 55.6220.6 to 0.0 0.0 75D 9.167 30.27 1.598 0.0 7.417 0.0239 0.177 Vel = 4.84 75D 9.167 0.0 1.5 0.0 5.750 150 55.799 to 0.0 0.0 78 9.167 30.27 1.598 0.0 5.750 0.0240 0.138 Vel= 4.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFPFinal CalculationsSystemsInc. - Hazen-Williams , 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 78 9.167 -19.81 1.5 0.0 3.500 150 55.937 to 0.0 0.0 0.0 76D 9.167 10.46 1.598 0.0 3.500 0.0031 0.011 Vel = 1.67 76D 9.167 0.0 1.5 0.0 31.500 150 55.948 to 0.0 0.0 0.0 79 9.167 10.46 1.598 0.0 31.500 0.0034 0.106 Vel= 1.67 79 9.167 -34.05 1.5 0.0 13.000 150 56.054 to 0.0 0.0 0.0 80 9.167 -23.59 1.598 0.0 13.000 -0.0151 -0.196 Vel = 3.77 80 9.167 9.62 1.5 0.0 16.500 150 55.858 to 0.0 0.0 0.0 81 9.167 -13.97 1.598 0.0 16.500 -0.0057 -0.094 Vel= 2.23 81 9.167 0.0 1.5 T 11.656 0.750 150 55.764 to 0.0 11.656 0.0 156 9.167 -13.97 1.598 0.0 12.406 -0.0057 -0.071 Vel= 2.23 156 9.167 21.42 1.5 T 11.656 9.750 150 55.693 to 0.0 11.656 0.0 82 9.167 7.45 1.598 0.0 21.406 0.0018 0.038 Vel= 1.19 82 9.167 0.0 1.5 E 5.828 25.167 150 55.731 to 0.0 5.828 0.0 83 9.167 7.45 1.598 0.0 30.995 0.0018 0.055 Vel = 1.19 83 9.167 -9.62 1.5 T 11.656 6.750 150 55.786 to 0.0 11.656 0.0 10 9.167 -2.17 1.598 0.0 18.406 -0.0002 -0.003 Vel= 0.35 0.0 10 -2.17 55.783 K Factor= -0.29 83 9.167 9.62 1.5 2T 23.312 1.588 150 55.786 to 0.0 23.312 0.0 80 9.167 9.62 1.598 0.0 24.900 0.0029 0.072 Vel= 1.54 0.0 80 9.62 55.858 K Factor= 1.29 71 9.167 -34.05 1.5 2T 23.312 1.588 150 56.792 to 0.0 23.312 79 9.167 -34.05 1.598 0.0 24.900 -0.0296 -0.7387Vel = 5.45 0.0 79 -34.05 56.054 K Factor= -4.55 73 9.167 -19.81 1.5 2T 23.312 1.588 150 56.208 to 0.0 23.312 0.0 78 9.167 -19.81 1.598 0.0 24.900 -0.0109 -0.271 Vel= 3.17 0.0 78 -19.81 55.937 K Factor= -2.65 74 9.167 -4.27 1.5 2T 23.312 1.588 150 55.638 to 0.0 23.312 0.0 77 9.167 -4.27 1.598 0.0 24.900 -0.0006 -0.016 Vel = 0.68 0.0 77 -4.27 55.622 K Factor= -0.57 20 17.500 50.21 2.5 E 9.393 9.000 120 52.044 to 0.0 9.393 3.609 10 9.167 50.21 2.707 0.0 18.393 0.0071 0.130 Vel= 2.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 9 AFP Systems, Inc. Page 2.26.16 Greenburg Rd.Apartments Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Notes ****** to or Ftng's Pe ******* Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 55.783 K Factor= 6.72 10 50.21 72 9.167 131.64 3 T 21.903 3.667 120 59.82698 to E 10.221 32.124 TWR 9.167 131.64 3.316 0.0 35.791 0.0156 0.560 Vel = 4.89 TWR 9.167 0.0 4 Bvcb 16.838 7.500 120 60.386 Fsp 0.0 16.838 6.104 **Fixed Loss=3 to BWR 2 131.64 4.316 0.0 24.338 0.0043 0.105 Vel = 2.89 95 BWR 2 0.0 4 T 28.063 6.000 120 66.595 to E 14.032 42.095 UG3 -3 131.64 4.316 0.0 48.095 0.0043 0.208 Vel = 2.89 UG3 -3 0.0 4 2E 29.067 130.000 140 68.969 to F 5.813 63.947 -2599 UG7 3 131.64 4.1 T 29.067 193.947 0.0042 0.812 Vel = 3.20 UG7 3 0.0 4 2E 29.067 94.000 140 67.1820.0 to 2F 11.627 40.694 BF1 3 131.64 4.1 0.0 134.694 0.0042 0.563 Vel = 3.20 BF1 3 0.0 4 Zfc 0.0 5.000 140 66.178 ** Fixed Loss= 6.178 to 0.0 0.0 BF2 3 131.64 4.1 0.0 5.000 0.0042 0.021 Vel = 3.20 BF2 3 0.0 4 T 29.067 37.000 140 73.944 G 2.907 31.974 -3.898 to 131.64 4.1 0.0 68.974 0.0042 0.288 Vel= 3.20 SRC 12 Qa = 100.00 100.0070.334 K Factor= 27.62 SRC 2311.644 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ' AFP Systems, Inc. Greenburg Rd. Apartments Page 10 Date 2.26.16 Fitting Legend Abbrev. Name 1/2 3/4 1 1' 11/2 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 T NFPA 13 90'Flow thru Tee 3 1 1 2 2 3 4 5 6 7 8 10 11 13 Zfc Febco 856 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Inside dia. of outlet= 2.5 inches Pitot reading = 7 psi Pitot 0 psi Observed flow rate = 446.75 gpm Flow method: HOSE MONSTER Static pressure: 78 psi Residual pressure: 73 psi Z1r}/toij Flow at 20psi residual pressure(calculated): 11678 gpm 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: Notes Flow Year Make Flow hydrant: 1S1W26D38FH50 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. Jsha � `i e � 1 hii,. .! S • Pill' _et__,,:s1._cv1 111 g 111 1Ni 1 (6997: : 2 1 \ \r 11111... 8 .... •?• 1 GV /6067 rr i‘11 �DR. z,Azo,�� :: :; II� �,%..� 1 Ear /7080ria ,�R, • n 1 p8 CV c !, #////#1////////////A :i Lov i W `j `w Q r 1 U. 1 r r `- y •R� R °' / . /5066 A >' a C V 8.0 .705- F+ __LQII I p<,:,,, a ct- ,7, r N r .2 r A • iMad6M% RECENED MAR 2 8 2a16 C`�'YF�'4C�A1✓il� 8U%Ld1C►F tIViS+0M _ _ _ 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. 3 Location : 9550 SW Greenburg Road,Tigard, OR 97220 System : #4 Contract : 16020 Data File : Bldg. 3 Wet Hydraulic Calc. 1st Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I AFP Systems, Inc. Page 1 Greenburg Rd.Apartments Date 2.26.16 0 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road, Tigard, OR 97220 Drawing no: FP-2 Bldg. 3 Date: 3/8/16 Design Remote area number: #4 Remote area location: First Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 931 -SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: Tyco TY3235 1/2" Q.R. 5.6 Dry Pend 155° No. of sprinklers calculated: 10 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 253.1 -GPM @ 26- 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.) (.90 PROp?so 'tV GINApou riC� S433OPE 9 OREGON r1341C$ �� OS C. S/ Expires: ►//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 : -1.444 C2- Residual Pressure: 73 D2- System Flow : 153.174 C2- Residual Flow : 446.75 D2-System Pressure : 26.056 Hose( Demand ) : 100 D3-System Demand :253.174 Safety Margin : 50.196 150 140 130 p 120 R 110 E 100 S 90 S 80 o Cl C2 U 70 0 R 60 E 50 40 30 • D2 -o 20 i D3 10 50 D1100 150 200 250 300 350 400 450 FLOW N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 AFP Systems, Inc. Page 3 Greenburg Rd. Apartments Date 2.26.16 d SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.251 253.17 26.056 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H71 8.667 5.6 7.09 14.91 H72 8.667 5.6 7.15 14.97 H73 8.667 5.6 7.53 15.37 H74 8.667 5.6 7.72 15.56 H75 8.667 5.6 8.02 15.86 H76 8.667 5.6 8.42 16.25 H77 8.667 5.6 7.0 14.82 H78 8.667 5.6 7.06 14.88 H79 8.667 5.6 7.41 15.24 H80 8.667 5.6 7.48 15.31 71D 9.167 7.59 72D 9.167 7.65 77D 9.167 7.49 78D 9.167 7.55 20 17.5 7.07 . 21 17.5 6.89 22 17.5 6.45 23 17.5 6.21 51B 17.5 6.01 61B 17.5 5.99 24 17.5 5.84 62B 17.5 5.76 52B 17.5 5.75 63B 17.5 5.55 53B 17.5 5.52 25 17.5 5.36 26 17.5 5.1 55B 17.5 4.94 54B 17.5 4.97 64B 17.5 5.07 27 17.5 5.27 28 17.5 5.53 29 17.5 5.65 30 17.5 6.19 31 17.5 6.43 56B 17.5 6.77 32 17.5 6.8 33 17.5 6.86 34 17.5 7.02 10 9.167 10.73 71 9.167 11.65 72 9.167 15.19 . 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 73 9.167 9.37 74 9.167 8.41 80D 9.167 8.0 79D 9.167 7.93 75 9.167 7.93 155 9.167 8.14 76 9.167 8.04 73D 9.167 8.06 74D 9.167 8.27 77 9.167 8.35 75D 9.167 8.6 78 9.167 8.97 76D 9.167 9.04 79 9.167 10.51 80 9.167 10.51 81 9.167 10.47 156 9.167 10.44 82 9.167 10.49 83 9.167 10.57 TWR 9.167 15.93 BWR 2.0 22.17 UG4 -3.0 24.61 UG7 3.0 23.09 BF1 3.0 23.83 ' BF2 3.0 29.57 SRC 12.0 26.06 100.0 • 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 Pe to or Ftng's ******* Notes " " "* Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H71 8.667 5.60 14.91 1 T 9.563 0.750 150 7.092 to 2E 7.65 17.212 -0.217 71D 9.167 14.91 1.101 0.0 17.962 0.0395 0.710 Vel = 5.02 0.0 71D 14.91 7.585 K Factor= 5.41 H72 8.667 5.60 14.97 1 T 9.563 0.750 150 7.150 to 2E 7.65 17.212 -0.217 72D 9.167 14.97 1.101 0.0 17.962 0.0399 0.716 Vel = 5.04 0.0 72D 14.97 7.649 K Factor= 5.41 H73 8.667 5.60 15.37 1 T 9.563 0.750 150 7.530 to 2E 7.65 17.212 -0.217 73D 9.167 15.37 1.101 0.0 17.962 0.0418 0.751 Vel = 5.18 0.0 73D 15.37 8.064 K Factor= 5.41 H74 8.667 5.60 15.56 1 T 9.563 0.750 150 7.723 to 2E 7.65 17.212 -0.217 74D 9.167 15.56 1.101 0.0 17.962 0.0428 0.769 Vel = 5.24 0.0 74D 15.56 8.275 K Factor= 5.41 H75 8.667 5.60 15.86 1 T 9.563 0.750 150 8.019 to 2E 7.65 17.212 -0.217 75D 9.167 15.86 1.101 0.0 17.962 0.0443 0.796 Vel = 5.34 0.0 75D 15.86 8.598 K Factor= 5.41 H76 8.667 5.60 16.25 1 T 9.563 0.750 150 8.421 to 2E 7.65 17.212 -0.217 76D 9.167 16.25 1.101 0.0 17.962 0.0464 0.833 Vel = 5.48 0.0 76D 16.25 9.037 K Factor= 5.41 H77 8.667 5.60 14.82 1 T 9.563 0.750 150 7.000 to 2E 7.65 17.212 -0.217 77D 9.167 14.82 1.101 0.0 17.962 0.0391 0.702 Vel = 4.99 0.0 77D 14.82 7.485 K Factor= 5.42 H78 8.667 5.60 14.88 1 T 9.563 0.750 150 7.058 to 2E 7.65 17.212 -0.217 78D 9.167 14.88 1.101 0.0 17.962 0.0394 0.708 Vel = 5.01 0.0 78D 14.88 7.549 K Factor= 5.42 H79 8.667 5.60 15.24 1 T 9.563 0.750 150 7.410 to 2E 7.65 17.212 -0.217 79D 9.167 15.24 1.101 0.0 17.962 0.0412 0.740 Vel = 5.14 0.0 79D 15.24 7.933 K Factor= 5.41 H80 8.667 5.60 15.31 1 T 9.563 0.750 150 7.476 to 2E 7.65 17.212 -0.217 80D 9.167 15.31 1.101 0.0 17.962 0.0415 0.746 Vel = 5.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 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 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 80D 15.31 8.005 K Factor= 5.41 71D 9.167 14.91 1.5 0.0 10.000 150 7.585 to 0.0 0.0 0.0 72D 9.167 14.91 1.598 0.0 10.000 0.0064 0.064 Vel= 2.39 72D 9.167 14.98 1.5 T 11.656 5.000 150 7.649 to 0.0 11.656 0.0 76 9.167 29.89 1.598 0.0 16.656 0.0234 0.389 Vel= 4.78 0.0 76 29.89 8.038 K Factor= 10.54 77D 9.167 14.82 1.5 0.0 10.000 150 7.485 to 0.0 0.0 0.0 78D 9.167 14.82 1.598 0.0 10.000 0.0064 0.064 Vel = 2.37 78D 9.167 14.87 1.5 T 11.656 5.000 150 7.549 to 0.0 11.656 0.0 75 9.167 29.69 1.598 0.0 16.656 0.0230 0.383 Vel = 4.75 0.0 75 29.69 7.932 K Factor= 10.54 20 17.500 -18.83 1.5 T 11.656 6.333 150 7.071 to 0.0 11.656 0.0 21 17.500 -18.83 1.598 0.0 17.989 -0.0099 -0.178 Vel = 3.01 21 17.500 0.0 1.5 E 5.828 39.083 150 6.893 to 0.0 5.828 0.0 22 17.500 -18.83 1.598 0.0 44.911 -0.0099 -0.446 Vel = 3.01 22 17.500 0.0 1.5 E 5.828 17.833 150 6.447 to 0.0 5.828 0.0 23 17.500 -18.83 1.598 0.0 23.661 -0.0099 -0.234 Vel= 3.01 23 17.500 0.0 1.5 T 11.656 9.000 150 6.213 to 0.0 11.656 0.0 51B 17.500 -18.83 1.598 0.0 20.656 -0.0099 -0.205 Vel= 3.01 51B 17.500 0.0 1.5 0.0 1.407 150 6.008 to 0.0 0.0 0.0 61B 17.500 -18.83 1.598 0.0 1.407 -0.0100 -0.014 Vel= 3.01 61B 17.500 0.0 1.5 T 11.656 3.417 150 5.994 to 0.0 11.656 0.0 24 17.500 -18.83 1.598 0.0 15.073 -0.0100 -0.150 Vel = 3.01 24 17.500 0.0 1.5 0.0 8.500 150 5.844 to 0.0 0.0 0.0 62B 17.500 -18.83 1.598 0.0 8.500 -0.0099 -0.084 Vel = 3.01 62B 17.500 0.0 1.5 0.0 1.000 150 5.760 to 0.0 0.0 0.0 52B 17.500 -18.83 1.598 0.0 1.000 -0.0100 -0.010 Vel= 3.01 52B 17.500 0.0 1.5 E 5.828 13.917 150 5.750 to 0.0 5.828 0.0 63B 17.500 -18.83 1.598 0.0 19.745 -0.0099 -0.196 Vel = 3.01 • 63B 17.500 0.0 1.5 0.0 3.667 150 5.554 to 0.0 0.0 0.0 53B 17.500 -18.83 1.598 0.0 3.667 -0.0098 -0.036 Vel= 3.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 AFP Systems, Inc. Date 7.26.16 Greenburg Rd.Apartments Node1 Elev1 K Qa Nom Fitting Pipe CFact Pe ******* Notes " **" to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 53B 17.500 0.0 1.5 0.0 15.500 150 5.51855 to 0.0 0.0 25 17.500 -18.83 1.598 0.0 15.500 -0.0099 -0.154 Vel= 3.01 25 17.500 0.0 1.5 T 11.656 15.167 150 5.364 to 0.0 11.656 0.0 26 17.500 -18.83 1.598 0.0 26.823 -0.0099 -0.266 Vel = 3.01 26 17.500 0.0 1.5 E 5.828 10.500 150 5.098 to 0.0 5.828 0.0 55B 17.500 -18.83 1.598 0.0 16.328 -0.0099 -0.162 Vel= 3.01 55B 17.500 45.63 1.5 0.0 1.667 150 4.93649 to 0.0 0.0 54B 17.500 26.8 1.598 0.0 1.667 0.0192 0.032 Vel = 4.29 54B 17.500 0.0 1.5 0.0 5.250 150 4.96849 to 0.0 0.0 64B 17.500 26.8 1.598 0.0 5.250 0.0190 0.100 Vel = 4.29 64B 17.500 0.0 1.5 0.0 10.583 150 5.06850 to 0.0 0.0 27 17.500 26.8 1.598 0.0 10.583 0.0191 0.202 Vel = 4.29 27 17.500 0.0 1.5 0.0 13.833 150 5.27052 to 0.0 0.0 28 17.500 26.8 1.598 0.0 13.833 0.0190 0.263 Vel= 4.29 28 17.500 0.0 1.5 0.0 6.250 150 5.53355 to 0.0 0.0 29 17.500 26.8 1.598 0.0 6.250 0.0190 0.119 Vel = 4.29 29 17.500 0.0 1.5 0.0 28.000 150 5.65256 to 0.0 0.0 30 17.500 26.8 1.598 0.0 28.000 0.0191 0.534 Vel= 4.29 30 17.500 0.0 1.5 0.0 13.000 150 6.1866 to 0.0 0.0 31 17.500 26.8 1.598 0.0 13.000 0.0191 0.248 Vel = 4.29 31 17.500 0.0 1.5 0.0 17.417 150 6.43464 to 0.0 0.0 56B 17.500 26.8 1.598 0.0 17.417 0.0191 0.332 Vel= 4.29 56B 17.500 -17.17 1.5 0.0 10.500 150 6.76667 to 0.0 0.0 32 17.500 9.63 1.598 0.0 10.500 0.0029 0.030 Vel= 1.54 32 17.500 0.0 1.5 E 5.828 15.167 150 6.796 to 0.0 5.828 33 17.500 9.63 1.598 0.0 20.995 0.0029 0.060 Vel = 1.54 33 17.500 0.0 1.5 T 11.656 39.083 150 6.856 to E 5.828 17.484 0.0 34 17.500 9.63 1.598 0.0 56.567 0.0029 0.162 Vel= 1.54 34 17.500 0.0 1.5 T 11.656 6.750 150 7.018 to 0.0 11.656 0.0 20 17.500 9.63 1.598 0.0 18.406 0.0029 0.053 Vel= 1.54 0.0 20 9.63 7.071 K Factor= 3.62 55B 17.500 -45.64 2.5 2T 33.092 11.250 150 4.936 to 2E 16.546 49.638 3.609 155 9.167 -45.64 2.423 0.0 60.888 -0.0067 -0.409 Vel = 3.18 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 S • 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 0.0 155 -45.64 8.136 K Factor=-16.00 56B 17.500 17.17 2.5 2T 33.092 11.250 150 6.766 to 2E 16.546 49.638 3.609 156 9.167 17.17 2.423 0.0 60.888 0.0011 0.067 Vel = 1.19 0.0 156 17.17 10.442 K Factor= 5.31 10 9.167 45.93 1.5 T 11.656 6.333 150 10.726 to 0.0 11.656 0.0 71 9.167 45.93 1.598 0.0 17.989 0.0516 0.928 Vel= 7.35 71 9.167 43.20 1.5 T 11.656 8.417 150 11.654 to 0.0 11.656 0.0 72 9.167 89.13 1.598 0.0 20.073 0.1760 3.533 Vel = 14.26 72 9.167 -153.18 1.5 T 11.656 43.417 150 15.187 to E 5.828 17.484 0.0 73 9.167 -64.05 1.598 0.0 60.901 -0.0955 -5.816 Vel= 10.25 73 9.167 24.54 1.5 T 11.656 13.000 150 9.371 to 0.0 11.656 0.0 74 9.167 -39.51 1.598 0.0 24.656 -0.0391 -0.963 Vel= 6.32 74 9.167 8.23 1.5 E 5.828 10.083 150 8.408 to 0.0 5.828 0.0 80D 9.167 -31.28 1.598 0.0 15.911 -0.0253 -0.403 Vel = 5.00 80D 9.167 15.31 1.5 0.0 9.833 150 8.005 to 0.0 0.0 0.0 79D 9.167 -15.97 1.598 0.0 9.833 -0.0073 -0.072 Vel = 2.55 79D 9.167 15.25 1.5 T 11.656 5.000 150 7.933 to 0.0 11.656 0.0 75 9.167 -0.72 1.598 0.0 16.656 -0.0001 -0.001 Vel= 0.12 75 9.167 29.69 1.5 0.0 9.250 150 7.932 to 0.0 0.0 0.0 155 9.167 28.97 1.598 0.0 9.250 0.0221 0.204 Vel = 4.63 155 9.167 -45.63 1.5 T 11.656 0.750 150 8.136 to 0.0 11.656 0.0 76 9.167 -16.66 1.598 0.0 12.406 -0.0079 -0.098 Vel = 2.67 76 9.167 29.88 1.5 0.0 5.000 150 8.038 to 0.0 0.0 0.0 73D 9.167 13.22 1.598 0.0 5.000 0.0052 0.026 Vel = 2.11 73D 9.167 15.37 1.5 0.0 9.833 150 8.064 to 0.0 0.0 0.0 74D 9.167 28.59 1.598 0.0 9.833 0.0215 0.211 Vel= 4.57 74D 9.167 15.56 1.5 0.0 1.667 150 8.275 to 0.0 0.0 0.0 77 9.167 44.15 1.598 0.0 1.667 0.0480 0.080 Vel= 7.06 77 9.167 -8.23 1.5 0.0 7.417 150 8.355 to 0.0 0.0 0.0 75D 9.167 35.92 1.598 0.0 7.417 0.0328 0.243 Vel= 5.75 75D 9.167 15.86 1.5 0.0 5.750 150 8.598 to 0.0 0.0 0.0 - 78 9.167 51.78 1.598 0.0 5.750 0.0643 0.370 Vel = 8.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 9 Date 2.26.16 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 78 9.167 -24.54 1.5 0.0 3.500 150 8.9688 to 0.0 0.0 76D 9.167 27.24 1.598 0.0 3.500 0.0197 0.069 Vel= 4.36 76D 9.167 16.25 1.5 0.0 31.500 150 9.0370 to 0.0 0.0 79 9.167 43.49 1.598 0.0 31.500 0.0467 1.470 Vel= 6.96 79 9.167 -43.19 1.5 0.0 13.000 150 10.50705 to 0.0 0.0 80 9.167 0.3 1.598 0.0 13.000 0 0.0 Vel = 0.05 80 9.167 -8.76 1.5 0.0 16.500 150 10.5070.0 to 0.0 0.0 81 9.167 -8.46 1.598 0.0 16.500 -0.0022 -0.037 Vel = 1.35 81 9.167 0.0 1.5 T 11.656 0.750 150 10.470 to 0.0 11.656 0.0 156 9.167 -8.46 1.598 0.0 12.406 -0.0023 -0.028 Vel = 1.35 156 9.167 17.18 1.5 T 11.656 9.750 150 10.442 to 0.0 11.656 0.0 82 9.167 8.72 1.598 0.0 211.406 0.0024 0.051 Vel= 1.39 82 9.167 0.0 1.5 E 5.828 25.167 150 10.493 to 0.0 5.828 0.0 83 9.167 8.72 1.598 0.0 30.995 0.0024 0.074 Vel= 1.39 83 9.167 8.75 1.5 T 11.656 6.750 150 10.567 to 0.0 11.656 0.0 10 9.167 17.47 1.598 0.0 18.406 0.0086 0.159 Vel = 2.79 0.0 10 17.47 10.726 K Factor= 5.33 83 9.167 -8.75 1.5 2T 23.312 1.588 150 10.567 to 0.0 23.312 0.0 80 9.167 -8.75 1.598 0.0 24.900 -0.0024 -0.060 Vel = 1.40 0.0 80 -8.75 10.507 K Factor= -2.70 71 9.167 -43.20 1.5 2T 23.312 1.588 150 11.654 to 0.0 23.312 0.0 79 9.167 -43.2 1.598 0.0 24.900 -0.0461 -1.147 Vel= 6.91 0.0 79 -43.20 10.507 K Factor=-13.33 73 9.167 -24.54 1.5 2T 23.312 1.588 150 9.371 to 0.0 23.312 0.0 78 9.167 -24.54 1.598 0.0 24.900 -0.0162 -0.403 Vel = 3.93 0.0 78 -24.54 8.968 K Factor= -8.19 74 9.167 -8.23 1.5 2T 23.312 1.588 150 8.408 to 0.0 23.312 0.0 77 9.167 -8.23 1.598 0.0 24.900 -0.0021 -0.053 Vel= 1.32 0.0 77 -8.23 8.355 K Factor= -2.85 20 17.500 28.46 2.5 E 9.393 9.000 120 7.071 to 0.0 9.393 3.609 10 9.167 28.46 2.707 0.0 18.393 0.0025 0.046 Vel = 1.59 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 a 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 10 28.46 10.726 K Factor= 8.69 72 9.167 153.17 3 T 21.903 3.667 120 15.187 to E 10.221 32.124 0.0 TWR 9.167 153.17 3.316 0.0 35.791 0.0207 0.741 Vel = 5.69 TWR 9.167 0.0 4 Bvcb 16.838 7.500 120 15.928 to Fsp 0.0 16.838 6.104 **Fixed Loss=3 BWR 2 153.17 4.316 0.0 24.338 0.0057 0.139 Vel = 3.36 BWR 2 0.0 4 T 28.063 6.000 120 22.171 to E 14.032 42.095 2.166 UG4 -3 153.17 4.316 0.0 48.095 0.0057 0.275 Vel= 3.36 UG4 -3 0.0 4 2E 29.067 130.000 140 24.612 to F 5.813 63.947 -2.599 UG7 3 153.17 4.1 T 29.067 193.947 0.0055 1.074 Vel = 3.72 UG7 3 0.0 4 2E 29.067 94.000 140 23.087 to 2F 11.627 40.694 0.0 BF1 3 153.17 4.1 0.0 134.694 0.0055 0.746 Vel = 3.72 BF1 3 0.0 4 Zfc 0.0 5.000 140 23.833 to 0.0 0.0 5.711 **Fixed Loss= 5.711 BF2 3 153.17 4.1 0.0 5.000 0.0056 0.028 Vel= 3.72 BF2 3 0.0 4 T 29.067 37.000 140 29.572 • to G 2.907 31.974 -3.898 SRC 12 153.17 4.1 0.0 68.974 0.0055 0.382 Vel = 3.72 100.00 Qa = 100.00 SRC 253.17 26.056 K Factor= 49.60 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 '/< 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 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 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): f1678 gpm , �'� 1ul` 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 page: 2-A5F6U-20-1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1 S 1 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 andfor because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. __ ,..,...,_ - tg I I I V 1 1J J., N l/ A9 S9la., �L1;L . .,' '9.9 * AJ'.9 O 1 01 9905/ot S63Cei08 2 t > AV i m m 2 i1 i gie 2 �7 1 J oeocNr—j ��m� . N ,.9 A�_ i �a limns Ili § 91 C� is 4111111111111111114 * it, _- r \r \� td a ;te i i 1909/ AS A r ,fir\ 73 M \ 1 7w 1 q.t A`J.YG F 1 . • 130 a 1S _S3 / r` ,r2 1 (AO��, ccs\� . Wit., '�. i /WAN* _ _ _ 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. 3 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #1 Contract : 16020 Data File : Bldg. 3 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. 3 Date: 3/8/16 Design Remote area number: #1 Remote area location: Building#3 Attic Occupancy classification: Light Hazard Density: .1 -Gpm/SgFt Area of application: 2596-SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: Tyco TY2131 1/2" Q.R. 4.2 Uprights 200° No. of sprinklers calculated: 44 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 683.3-GPM @ 59.2-Psi Type of system: Dry Volume of dry or preaction system: 215-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.) PROpe r OREGON 14Z13 I stP, Expires: 6/I6 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 : 583.372 C2- Residual Flow : 446.75 D2-System Pressure : 59.223 Hose( Demand ) : 100 D3-System Demand : 683.372 Safety Margin : 7.800 150 • 140 130 p 120 R 110 E 100 S 90 Cl S 80 °— C2 U 70 D2 R 60 E 50 D3 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 v SUPPLY ANALYSIS ' Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 67.023 683.37 59.223 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 9.99 13.28 H2 30.0 4.2 10.07 13.33 H4 30.0 4.2 10.18 13.4 H3 30.0 4.2 10.29 13.47 89B 30.0 10.73 H10 37.0 4.2 8.45 12.21 H12 37.0 4.2 8.22 12.04 H11 37.0 4.2 8.26 12.07 88B 37.0 8.52 H18 30.0 4.2 8.44 12.2 H19 30.0 4.2 8.59 12.31 H2O 30.0 4.2 8.84 12.49 H22 30.0 4.2 9.54 12.97 H21 30.0 4.2 9.64 13.04 87B 30.0 10.05 H5 30.0 4.2 9.66 13.05 H9 30.0 4.2 9.77 13.12 H6 30.0 4.2 9.14 12.69 H7 30.0 4.2 9.23 12.76 • H8 30.0 4.2 9.59 13.01 49B 30.0 10.42 H13 37.0 4.2 8.83 12.48 H17 37.0 4.2 8.84 12.49 H14 37.0 4.2 8.72 12.4 H15 37.0 4.2 8.73 12.41 H16 37.0 4.2 8.79 12.45 48B 37.0 8.96 H23 30.0 4.2 9.71 13.09 H27 30.0 4.2 9.82 13.16 H24 30.0 4.2 9.22 12.75 H25 30.0 4.2 9.32 12.82 H26 30.0 4.2 9.68 13.07 47B 30.0 10.48 H28 30.0 4.2 11.53 14.26 H29 30.0 4.2 11.65 14.34 H31 30.0 4.2 11.78 14.41 H30 30.0 4.2 11.9 14.49 46B 30.0 12.41 H34 37.0 4.2 8.16 12.0 H35 37.0 4.2 8.25 12.07 H37 37.0 4.2 8.37 12.15 H36 37.0 4.2 8.44 12.2 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 r NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 43B 37.0 8.8 H40 30.0 4.2 11.47 14.22 H41 30.0 4.2 11.59 14.3 H43 30.0 4.2 11.72 14.38 H42 30.0 4.2 11.84 14.45 44B 30.0 12.34 H32 30.0 4.2 14.05 15.75 H33 30.0 4.2 14.18 15.82 96B 30.0 15.17 H38 37.0 4.2 10.77 13.78 H39 37.0 4.2 10.85 13.84 93B 37.0 11.89 H44 30.0 4.2 15.17 16.36 94B 30.0 15.6 89A 27.5 13.53 87A 27.5 13.46 88A 27.5 13.47 49A 27.5 13.94 47A 27.5 13.83 48A 27.5 13.84 46A 27.5 15.45 44A 27.5 15.37 43A 27.5 15.38 96A 27.5 16.9 ' 94A 27.5 16.87 93A 27.5 16.88 99 27.5 13.56 98 27.5 13.97 97 27.5 15.48 96 27.5 16.93 90 27.5 17.05 TDR 9.5 25.76 BDR 2.0 29.83 UG4 -3.0 35.27 UG7 3.0 45.41 BF1 3.0 54.26 BF2 3.0 58.59 SRC 12.0 59.22 100.0 • 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 ******* Notes ""** " to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H1 30 4.20 13.28 1.25 0.0 6.000 100 9.990 to 0.0 0.0 0.0 H2 30 13.28 1.53 0.0 6.000 0.0137 0.082 Vel = 2.32 H2 30 4.20 13.32 1.25 T 7.078 6.333 100 10.072 to 0.0 7.078 0.0 89B 30 26.6 1.53 0.0 13.411 0.0491 0.659 Vel= 4.64 0.0 89B 26.60 10.731 K Factor= 8.12 H4 30 4.20 13.40 1.25 0.0 8.000 100 10.182 to 0.0 0.0 0.0 H3 30 13.4 1.53 0.0 8.000 0.0139 0.111 Vel = 2.34 H3 30 4.20 13.48 1.25 T 7.078 1.667 100 10.293 to 0.0 7.078 0.0 89B 30 26.88 1.53 0.0 8.745 0.0501 0.438 Vel = 4.69 89B 30 26.60 1.25 T 7.078 2.500 100 10.731 to 0.0 7.078 1.083 89A 27.500 53.48 1.53 0.0 9.578 0.1791 1.715 Vel = 9.33 0.0 89A 53.48 13.529 K Factor= 14.54 H10 37 4.20 12.21 1.5 T 8.334 3.333 100 8.446 to 0.0 8.334 0.0 • 88B 37 12.21 1.74 0.0 11.667 0.0062 0.072 Vel = 1.65 0.0 88B 12.21 8.518 K Factor= 4.18 H12 37 4.20 12.04 1.5 0.0 6.000 100 8.219 to 0.0 0.0 0.0 H11 37 12.04 1.74 0.0 6.000 0.0060 0.036 Vel = 1.62 H11 37 4.20 12.07 1.5 T 8.334 3.667 100 8.255 to 0.0 8.334 0.0 88B 37 24.11 1.74 0.0 12.001 0.0219 0.263 Vel = 3.25 88B 37 12.20 1.5 T 8.334 9.600 100 8.518 to 0.0 8.334 4.114 88A 27.500 36.31 1.74 0.0 17.934 0.0468 0.839 Vel= 4.90 0.0 88A 36.31 13.471 K Factor= 9.89 H18 30 4.20 12.20 1.25 E 3.539 9.000 100 8.441 to 0.0 3.539 0.0 H19 30 12.2 1.53 0.0 12.539 0.0116 0.145 Vel= 2.13 H19 30 4.20 12.31 1.25 0.0 6.000 100 8.586 to 0.0 0.0 0.0 H2O 30 24.51 1.53 0.0 6.000 0.0423 0.254 Vel= 4.28 H2O 30 4.20 12.49 1.25 T 7.078 6.333 100 8.840 to 0.0 7.078 0.0 87B 30 37.0 1.53 0.0 13.411 0.0905 1.214 Vel = 6.46 0.0 87B 37.00 10.054 K Factor= 11.67 • H22 30 4.20 12.97 1.25 0.0 8.000 100 9.537 to 0.0 0.0 0.0 H21 30 12.97 1.53 0.0 8.000 0.0130 0.104 Vel = 2.26 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 H21 30 4.20 13.04 1.25 T 7.078 1.667 100 9.641 to 0.0 7.078 0.0 87B 30 26.01 1.53 0.0 8.745 0.0472 0.413 Vel = 4.54 87B 30 37.00 1.25 T 7.078 2.500 100 10.054 to 0.0 7.078 1.083 87A 27.500 63.01 1.53 0.0 9.578 0.2424 2.322 Vel = 11.00 0.0 87A 63.01 13.459 K Factor= 17.18 H5 30 4.20 13.05 1.25 0.0 8.000 100 9.660 to 0.0 0.0 0.0 H9 30 13.05 1.53 0.0 8.000 0.0132 0.106 Vel = 2.28 H9 30 4.20 13.13 1.25 T 7.078 6.583 100 9.766 to 0.0 7.078 0.0 49B 30 26.18 1.53 0.0 13.661 0.0477 0.652 Vel = 4.57 0.0 49B 26.18 10.418 K Factor= 8.11 H6 30 4.20 12.69 1.25 0.0 7.500 100 9.135 to 0.0 0.0 0.0 H7 30 12.69 1.53 0.0 7.500 0.0125 0.094 Vel = 2.21 H7 30 4.20 12.76 1.25 0.0 8.000 100 9.229 to 0.0 0.0 0.0 H8 30 25.45 1.53 0.0 8.000 0.0454 0.363 Vel = 4.44 H8 30 4.20 13.01 1.25 T 7.078 1.417 100 9.592 to 0.0 7.078 0.0 49B 30 38.46 1.53 0.0 8.495 0.0972 0.826 Vel = 6.71 49B 30 26.18 1.25 T 7.078 2.500 100 10.418 to 0.0 7.078 1.083 49A 27.500 64.64 1.53 0.0 9.578 0.2541 2.434 Vel= 11.28 0.0 49A 64.64 13.935 K Factor= 17.32 H13 37 4.20 12.48 2 0.0 8.000 100 8.828 to 0.0 0.0 0.0 H17 37 12.48 2.215 0.0 8.000 0.0020 0.016 Vel= 1.04 H17 37 4.20 12.49 2 T 9.995 6.583 100 8.844 to 0.0 9.995 0.0 48B 37 24.97 2.215 0.0 16.578 0.0072 0.119 Vel = 2.08 0.0 48B 24.97 8.963 K Factor= 8.34 H14 37 4.20 12.40 2 0.0 7.500 100 8.719 to 0.0 0.0 0.0 H15 37 12.4 2.215 0.0 7.500 0.0019 0.014 Vel= 1.03 H15 37 4.20 12.41 2 0.0 8.000 100 8.733 to 0.0 0.0 0.0 H16 37 24.81 2.215 0.0 8.000 0.0071 0.057 Vel= 2.07 H16 37 4.20 12.46 2 T 9.995 1.417 100 8.790 • to 0.0 9.995 0.0 48B 37 37.27 2.215 0.0 11.412 0.0152 0.173 Vel= 3.10 48B 37 24.96 2 T 9.995 9.500 100 8.963 to 0.0 9.995 4.114 48A 27.500 62.23 2.215 0.0 19.495 0.0391 0.763 Vel= 5.18 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 a Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe to or Ftng's ******* Notes m*** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 48A 62.23 13.840 K Factor= 16.73 H23 30 4.20 13.09 1.25 0.0 8.000 100 9.71497 to 0.0 0.0 H27 30 13.09 1.53 0.0 8.000 0.0132 0.106 Vel= 2.28 H27 30 4.20 13.16 1.25 T 7.078 6.583 100 9.820 to 0.0 7.078 0.0 47B 30 26.25 1.53 0.0 13.661 0.0479 0.655 Vel= 4.58 0.0 47B 26.25 10.475 K Factor= 8.11 H24 30 4.20 12.75 1.25 0.0 7.500 100 9.22192 to 0.0 0.0 H25 30 12.75 1.53 0.0 7.500 0.0127 0.095 Vel = 2.22 H25 30 4.20 12.82 1.25 0.0 8.000 100 9.316 to 0.0 0.0 0.0 H26 30 25.57 1.53 0.0 8.000 0.0458 0.366 Vel = 4.46 H26 30 4.20 13.07 1.25 T 9.917 1.417 120 9.682 to 0.0 9.917 0.0 47B 30 38.64 1.53 0.0 11.334 0.0700 0.793 Vel= 6.74 47B 30 26.25 1.25 T 9.917 2.500 120 10.475 to 0.0 9.917 1.083 47A 27.500 64.89 1.53 0.0 12.417 0.1827 2.269 Vel= 11.32 0.0 47A 64.89 13.827 K Factor= 17.45 H28 30 4.20 14.26 1.25 0.0 8.000 100 11.527 to 0.0 0.0 0.0 H29 30 14.26 1.53 0.0 8.000 0.0155 0.124 Vel= 2.49 H29 30 4.20 14.34 1.25 T 7.078 6.333 100 11.651 to 0.0 7.078 0.0 46B 30 28.6 1.53 0.0 13.411 0.0562 0.754 Vel= 4.99 0.0 46B 28.60 12.405 K Factor= 8.12 H31 30 4.20 14.41 1.25 0.0 8.000 100 11.777 to 0.0 0.0 0.0 H30 30 14.41 1.53 0.0 8.000 0.0159 0.127 Vel= 2.51 H30 30 4.20 14.49 1.25 T 7.078 1.667 100 11.904 to 0.0 7.078 0.0 46B 30 28.9 1.53 0.0 8.745 0.0573 0.501 Vel= 5.04 46B 30 28.60 1.25 T 7.078 2.500 100 12.405 to 0.0 7.078 1.083 46A 27.500 57.5 1.53 0.0 9.578 0.2046 1.960 Vel= 10.03 0.0 46A 57.50 15.448 K Factor= 14.63 H34 37 4.20 12.00 1.25 0.0 8.000 100 8.163 to 0.0 0.0 0.0 H35 37 12.0 1.53 0.0 8.000 0.0112 0.090 Vel= 2.09 H35 37 4.20 12.07 1.25 T 7.078 6.333 100 8.253 to 0.0 7.078 0.0 43B 37 24.07 1.53 0.0 13.411 0.0409 0.548 Vel = 4.20 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 0.0 43B 24.07 8.801 K Factor= 8.11 H37 37 4.20 12.15 1.25 0.0 6.000 100 8.367 to 0.0 0.0 0.0 H36 37 12.15 1.53 0.0 6.000 0.0115 0.069 Vel = 2.12 H36 37 4.20 12.20 1.25 T 7.078 1.667 100 8.436 to 0.0 7.078 0.0 43B 37 24.35 1.53 0.0 8.745 0.0417 0.365 Vel = 4.25 43B 37 24.06 1.25 T 7.078 9.500 100 8.801 to 0.0 7.078 4.114 43A 27.500 48.41 1.53 0.0 16.578 0.1489 2.469 Vel= 8.45 0.0 43A 48.41 15.384 K Factor= 12.34 H40 30 4.20 14.22 1.25 0.0 8.000 100 11.466 to 0.0 0.0 0.0 H41 30 14.22 1.53 0.0 8.000 0.0155 0.124 Vel = 2.48 H41 30 4.20 14.30 1.25 T 7.078 6.333 100 11.590 to 0.0 7.078 0.0 44B 30 28.52 1.53 0.0 13.411 0.0559 0.750 Vel= 4.98 0.0 44B 28.52 12.340 K Factor= 8.12 H43 30 4.20 14.38 1.25 0.0 8.000 100 11.715 to 0.0 0.0 0.0 H42 30 14.38 1.53 0.0 8.000 0.0158 0.126 Vel = 2.51 H42 30 4.20 14.45 1.25 T 7.078 1.667 100 11.841 to 0.0 7.078 0.0 44B 30 28.83 1.53 0.0 8.745 0.0571 0.499 Vel= 5.03 44B 30 28.52 1.25 T 7.078 2.500 100 12.340 to 0.0 7.078 1.083 44A 27.500 57.35 1.53 0.0 9.578 0.2037 1.951 Vel = 10.01 0.0 44A 57.35 15.374 K Factor= 14.63 H32 30 4.20 15.75 1.25 0.0 7.000 100 14.054 to 0.0 0.0 0.0 H33 30 15.75 1.53 0.0 7.000 0.0186 0.130 Vel = 2.75 H33 30 4.20 15.81 1.25 T 7.078 7.583 100 14.184 to 0.0 7.078 0.0 96B 30 31.56 1.53 0.0 14.661 0.0675 0.990 Vel= 5.51 96B 30 0.0 1.25 T 7.078 2.500 100 15.174 to 0.0 7.078 1.083 96A 27.500 31.56 1.53 0.0 9.578 0.0674 0.646 Vel= 5.51 0.0 96A 31.56 16.903 K Factor= 7.68 H38 37 4.20 13.78 1.25 0.0 6.000 100 10.766 • to 0.0 0.0 0.0 H39 37 13.78 1.53 0.0 6.000 0.0147 0.088 Vel = 2.40 H39 37 4.20 13.84 1.25 T 7.078 12.583 100 10.854 to 0.0 7.078 0.0 93B 37 27.62 1.53 0.0 19.661 0.0527 1.036 Vel= 4.82 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 Pe ****,** Notes "**" to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 93B 37 0.0 1.25 T 7.078 9.500 100 11.890 to 0.0 7.078 4.114 93A 27.500 27.62 1.53 0.0 16.578 0.0527 0.874 Vel= 4.82 0.0 93A 27.62 16.878 K Factor= 6.72 H44 30 4.20 16.36 1.25 T 7.078 14.583 100 15.167 to 0.0 7.078 0.0 94B 30 16.36 1.53 0.0 21.661 0.0200 0.433 Vel= 2.85 94B 30 0.0 1.25 T 7.078 2.500 100 15.60060 to 0.0 7.078 3 94A 27.500 16.36 1.53 0.0 9.578 0.0200 0.192 Vel = 2.85 0.0 94A 16.36 16.875 K Factor= 3.98 89A 27.500 53.48 4 T 20.029 4.333 100 13.529 to 0.0 20.029 0.0 99 27.500 53.48 4.316 0.0 24.362 0.0011 0.027 Vel= 1.17 0.0 99 53.48 13.556 K Factor= 14.53 87A 27.500 63.01 4 0.0 8.000 100 13.45934 to 0.0 0.0 88A 27.500 63.01 4.316 0.0 8.000 0.0015 0.012 Vel= 1.38 88A 27.500 36.31 4 T 20.029 3.667 100 13.471 to 0.0 20.029 0.0 99 27.500 99.32 4.316 0.0 23.696 0.0036 0.085 Vel = 2.18 0.0 99 99.32 13.556 K Factor= 26.98 49A 27.500 64.64 4 T 20.029 4.333 100 13.935 to 0.0 20.029 0.0 98 27.500 64.64 4.316 0.0 24.362 0.0016 0.040 Vel= 1.42 0.0 98 64.64 13.975 K Factor= 17.29 47A 27.500 64.89 4 0.0 8.000 100 13.8270.8 to 0.0 0.0 48A 27.500 64.89 4.316 0.0 8.000 0.0016 0.013 Vel= 1.42 48A 27.500 62.24 4 T 20.029 3.667 100 13.840 to 0.0 20.029 0.0 98 27.500 127.13 4.316 0.0 23.696 0.0057 0.135 Vel = 2.79 0.0 98 127.13 13.975 K Factor= 34.01 46A 27.500 57.50 4 T 20.029 4.333 100 15.448 to 0.0 20.029 0.0 97 27.500 57.5 4.316 0.0 24.362 0.0013 0.032 Vel= 1.26 0.0 97 57.50 15.480 K Factor= 14.61 44A 27.500 57.35 4 0.0 8.000 100 15.37453 to 0.0 0.0 43A 27.500 57.35 4.316 0.0 8.000 0.0012 0.010 Vel= 1.26 43A 27.500 48.41 4 T 20.029 3.667 100 15.384 to 0.0 20.029 0.0 97 27.500 105.76 4.316 0.0 23.696 0.0041 0.096 Vel = 2.32 Computer Programs by Hydrates 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 0.0 97 105.76 15.480 K Factor= 26.88 96A 27.500 31.56 3 T 15.632 4.333 100 16.903 to 0.0 15.631 0.0 96 27.500 31.56 3.316 0.0 19.964 0.0016 0.031 Vel = 1.17 0.0 96 31.56 16.934 K Factor= 7.67 94A 27.500 16.36 3 0.0 8.000 100 16.875 to 0.0 0.0 0.0 93A 27.500 16.36 3.316 0.0 8.000 0.0004 0.003 Vel = 0.61 93A 27.500 27.62 3 T 15.632 3.667 100 16.878 to 0.0 15.631 0.0 96 27.500 43.98 3.316 0.0 19.298 0.0029 0.056 Vel = 1.63 0.0 96 43.98 16.934 K Factor= 10.69 99 27.500 152.80 4 T 20.029 32.250 100 13.556 to 0.0 20.029 0.0 98 27.500 152.8 4.316 0.0 52.279 0.0080 0.419 Vel = 3.35 98 27.500 191.77 4 0.0 39.250 100 13.975 to 0.0 0.0 0.0 97 27.500 344.57 4.26 0.0 39.250 0.0383 1.505 Vel= 7.76 97 27.500 163.26 4 T 18.795 1.167 100 15.480 to 0.0 18.795 0.0 90 27.500 507.83 4.26 0.0 19.962 0.0786 1.570 Vel = 11.43 0.0 90 507.83 17.050 K Factor= 122.99 96 27.500 75.54 4 T 18.795 31.083 100 16.934 to 0.0 18.795 0.0 90 27.500 75.54 4.26 0.0 49.878 0.0023 0.116 Vel= 1.70 90 27.500 507.83 6 3E 37.689 25.583 100 17.050 to 0.0 37.689 7.796 TDR 9.500 583.37 6.357 0.0 63.272 0.0144 0.914 Vel = 5.90 TDR 9.500 0.0 6 Bvcb 7.179 7.500 100 25.760 to D 42.176 49.355 3.248 BDR 2 583.37 6.357 0.0 56.855 0.0145 0.823 Vel= 5.90 BDR 2 0.0 4 T 28.063 6.000 120 29.831 to E 14.032 42.095 2.166 UG4 -3 583.37 4.316 0.0 48.095 0.0680 3.272 Vel = 12.79 UG4 -3 0.0 4 2E 29.067 130.000 140 35.269 to F 5.813 63.947 -2.599 UG7 3 583.37 4.1 T 29.067 193.947 0.0657 12.742 Vel= 14.18 UG7 3 0.0 4 2E 29.067 94.000 140 45.412 to 2F 11.627 40.694 0.0 BF1 3 583.37 4.1 0.0 134.694 0.0657 8.849 Vel= 14.18 BF1 3 0.0 4 Zfc 0.0 5.000 140 54.261 to 0.0 0.0 4.000 **Fixed Loss=4 BF2 3 583.37 4.1 0.0 5.000 0.0658 0.329 Vel= 14.18 BF2 3 0.0 4 T 29.067 37.000 140 58.590 to G 2.907 31.974 -3.898 SRC 12 583.37 4.1 0.0 68.974 0.0657 4.531 Vel= 14.18 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 Pe ******* Notes ""**'* to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 100.00 Qa = 100.00 SRC 683.37 59.223 K Factor= 88.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP Systems, Inc. Greenburg Rd. Apartments Page 12 Date 2.26.16 Fitting Legend Abbrev. Name '/2 '/. 1 1'/. 1% 2 21/2 3 3%2 4 5 6 8 10 12 14 16 18 20 24 Bvcb BB 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 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 Inside dia. of outlet= 2.5 inches Pitot reading = 7 psi Pitot 2 = psi Observed flow rate = 446.75 gpm Flow method: HOSE MONSTER Static pressure: 78 psi Residual pressure: 73 psi 2/v0o6t • Flow at 20psi residual pressure (calculated): 1678 gpm Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gaqe 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: 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. ) el b,;1* • ' (\2 e V 1 ' nIkli k.'01111 . i 4 0 1. P • 1 2,,I • (C Elll 4--e-L----"L"-.111 .,.. 1 il i ,.,rum I I I a kith, et,. •Q. IIIIN- 0067 I •h'i N,..., „„.......i.i. 1 ,...., VW/ IIIIN a a, I , pi .21,1171& V! 1)611711 o I II i CD COC.3 0.... INN N w4-1.... /tam T 12) cliq CPV .1 . DR. ,ip z4,.. Illir ! 444.114:14111*****1414114111141k ! i r raw! I Al ;.... Milir i VOW I • I 0 OC I . 1.7. I o i R .t. ..,, At I / ---•\-- Cr 1 i là i 0) Ia I. .r. OR,_ R #5066 p ..,.. ...... 41°% •„r eV r 0 1 4 _-.1,-Q-MN% fm” ----../ — Ct. / / i I I I ri I I I I r . 04 fn at. A — i . a } _ _ _ 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. 3 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #2 Contract : 16020 Data File : Bldg. 3 Wet Hydraulic Calc. 3rd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5 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. 3 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. SM 155° No. of sprinklers calculated: 4 In-rack demand: n/a-GPM Hose streams: 100-GPM 63.8-Psi Total water required(including hose streams): 203.2-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.) _„FO PROFFS OREGON V.Y/3 Vat* C. SW- Expires: 6//a 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 : 103.196 C2- Residual Flow : 446.75 D2-System Pressure : 63.810 Hose( Demand ) : 100 D3- System Demand :203.196 Safety Margin : 13.026 150 140 130 p 120 R 110 E 100 S 90 5 80 Cl1 U 70 U1 o C2 R 60 o E 50 i D3 40 30 ' 20 10 50 100 150 200 250 300 350 400 450 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 AFP Systems, Inc. Page 3 Greenburg Rd.Apartments Date 2.26.16 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.836 203.2 63.81 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H51 25.5 4.2 37.42 25.69 H52 25.5 4.2 37.26 25.64 H53 25.5 4.2 37.15 25.6 H54 25.5 4.2 39.11 26.27 20 17.5 47.32 21 17.5 46.73 22 17.5 45.24 23 17.5 44.46 51B 17.5 43.77 61B 17.5 43.77 24 17.5 43.72 62B 17.5 43.69 52B 17.5 43.69 63B 17.5 43.82 53B 17.5 43.84 25 17.5 44.49 26 17.5 45.6 55B 17.5 46.28 54B 17.5 46.28 64B 17.5 46.33 27 17.5 46.44 28 17.5 46.59 29 17.5 46.66 30 17.5 46.96 31 17.5 47.1 56B 17.5 47.29 32 17.5 47.29 33 17.5 47.3 34 17.5 47.32 10 9.167 51.01 71 9.167 51.65 72 9.167 53.58 73 9.167 51.27 74 9.167 50.91 80D 9.167 50.73 79D 9.167 50.62 75 9.167 50.43 155 9.167 50.33 76 9.167 50.57 73D 9.167 50.67 74D 9.167 50.86 77 9.167 50.9 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 75D 9.167 51.01 78 9.167 51.1 76D 9.167 51.11 79 9.167 51.18 80 9.167 51.06 81 9.167 51.0 156 9.167 50.96 82 9.167 50.98 83 9.167 51.02 TWR 9.167 53.94 BWR 2.0 60.11 UG4 -3.0 62.41 UG7 3.0 60.33 BF1 3.0 60.69 BF2 3.0 67.52 SRC 12.0 63.81 100.0 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 ****„** Notes '** ** to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H51 25.500 4.20 25.69 1 T 9.563 9.500 150 37.421 to 2E 7.65 17.212 3.465 51B 17.500 25.69 1.101 0.0 26.712 0.1081 2.888 Vel = 8.66 0.0 51B 25.69 43.774 K Factor= 3.88 H52 25.500 4.20 25.64 1 T 9.563 10.250 150 37.265 to 2E 7.65 17.212 3.465 52B 17.500 25.64 1.101 0.0 27.462 0.1077 2.958 Vel = 8.64 0.0 52B 25.64 43.688 K Factor= 3.88 H53 25.500 4.20 25.60 1 T 9.563 12.833 150 37.152 to 2E 7.65 17.212 3.465 53B 17.500 25.6 1.101 0.0 30.045 0.1074 3.227 Vel= 8.63 0.0 53B 25.60 43.844 K Factor= 3.87 H54 25.500 4.20 26.27 1 T 9.563 11.833 150 39.108 to 3E 11.475 21.037 3.465 54B 17.500 26.27 1.101 0.0 32.870 0.1126 3.702 Vel = 8.85 0.0 54B 26.27 46.275 K Factor= 3.86 20 17.500 -36.12 1.5 T 11.656 6.333 150 47.323 to 0.0 11.656 0.0 21 17.500 -36.12 1.598 0.0 17.989 -0.0331 -0.595 Vel = 5.78 21 17.500 0.0 1.5 E 5.828 39.083 150 46.728 to 0.0 5.828 0.0 22 17.500 -36.12 1.598 0.0 44.911 -0.0331 -1.487 Vel= 5.78 22 17.500 0.0 1.5 E 5.828 17.833 150 45.241 to 0.0 5.828 0.0 23 17.500 -36.12 1.598 0.0 23.661 -0.0331 -0.783 Vel = 5.78 23 17.500 0.0 1.5 T 11.656 9.000 150 44.458 to 0.0 11.656 0.0 51B 17.500 -36.12 1.598 0.0 20.656 -0.0331 -0.684 Vel = 5.78 51B 17.500 25.69 1.5 0.0 1.407 150 43.774 to 0.0 0.0 0.0 61B 17.500 -10.43 1.598 0.0 1.407 -0.0028 -0.004 Vel = 1.67 61B 17.500 0.0 1.5 T 11.656 3.417 150 43.770 to 0.0 11.656 0.0 24 17.500 -10.43 1.598 0.0 15.073 -0.0033 -0.050 Vel= 1.67 24 17.500 0.0 1.5 0.0 8.500 150 43.720 to 0.0 0.0 0.0 62B 17.500 -10.43 1.598 0.0 8.500 -0.0034 -0.029 Vel = 1.67 62B 17.500 0.0 1.5 0.0 1.000 150 43.691 to 0.0 0.0 0.0 52B 17.500 -10.43 1.598 0.0 1.000 -0.0030 -0.003 Vel = 1.67 52B 17.500 25.64 1.5 E 5.828 13.917 150 43.688 to 0.0 5.828 0.0 63B 17.500 15.21 1.598 0.0 19.745 0.0067 0.132 Vel = 2.43 63B 17.500 0.0 1.5 0.0 3.667 150 43.820 to 0.0 0.0 0.0 53B 17.500 15.21 1.598 0.0 3.667 0.0065 0.024 Vel = 2.43 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 53B 17.500 25.60 1.5 0.0 15.500 150 43.844 to 0.0 0.0 0.0 25 17.500 40.81 1.598 0.0 15.500 0.0415 0.643 Vel= 6.53 25 17.500 0.0 1.5 T 11.656 15.167 150 44.487 to 0.0 11.656 0.0 26 17.500 40.81 1.598 0.0 26.823 0.0415 1.113 Vel = 6.53 26 17.500 0.0 1.5 E 5.828 10.500 150 45.600 to 0.0 5.828 0.0 55B 17.500 40.81 1.598 0.0 16.328 0.0415 0.677 Vel = 6.53 55B 17.500 -47.44 1.5 0.0 1.667 150 46.277 to 0.0 0.0 0.0 54B 17.500 -6.63 1.598 0.0 1.667 -0.0012 -0.002 Vel = 1.06 54B 17.500 26.27 1.5 0.0 5.250 150 46.275 to 0.0 0.0 0.0 64B 17.500 19.64 1.598 0.0 5.250 0.0107 0.056 Vel= 3.14 64B 17.500 0.0 1.5 0.0 10.583 150 46.331 to 0.0 0.0 0.0 27 17.500 19.64 1.598 0.0 10.583 0.0108 0.114 Vel = 3.14 27 17.500 0.0 1.5 0.0 13.833 150 46.445 to 0.0 0.0 0.0 28 17.500 19.64 1.598 0.0 13.833 0.0107 0.148 Vel = 3.14 28 17.500 0.0 1.5 0.0 6.250 150 46.593 to 0.0 0.0 0.0 29 17.500 19.64 1.598 0.0 6.250 0.0107 0.067 Vel = 3.14 29 17.500 0.0 1.5 0.0 28.000 150 46.660 to 0.0 0.0 0.0 30 17.500 19.64 1.598 0.0 28.000 0.0107 0.300 Vel = 3.14 30 17.500 0.0 1.5 0.0 13.000 150 46.960 to 0.0 0.0 0.0 31 17.500 19.64 1.598 0.0 13.000 0.0107 0.139 Vel = 3.14 31 17.500 0.0 1.5 0.0 17.417 150 47.099 to 0.0 0.0 0.0 56B 17.500 19.64 1.598 0.0 17.417 0.0107 0.187 Vel = 3.14 56B 17.500 -16.57 1.5 0.0 10.500 150 47.286 to 0.0 0.0 0.0 32 17.500 3.07 1.598 0.0 10.500 0.0004 0.004 Vel = 0.49 32 17.500 0.0 1.5 E 5.828 15.167 150 47.290 to 0.0 5.828 0.0 33 17.500 3.07 1.598 0.0 20.995 0.0003 0.007 Vel = 0.49 33 17.500 0.0 1.5 T 11.656 39.083 150 47.297 to E 5.828 17.484 0.0 34 17.500 3.07 1.598 0.0 56.567 0.0003 0.019 Vel = 0.49 34 17.500 0.0 1.5 T 11.656 6.750 150 47.316 to 0.0 11.656 0.0 20 17.500 3.07 1.598 0.0 18.406 0.0004 0.007 Vel = 0.49 0.0 20 3.07 47.323 K Factor= 0.45 55B 17.500 47.44 2.5 2T 33.092 11.250 150 46.277 to 2E 16.546 49.638 3.609 155 9.167 47.44 2.423 0.0 60.888 0.0072 0.440 Vel = 3.30 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 ****** to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 155 47.44 50.326 K Factor= 6.69 56B 17.500 16.56 2.5 2T 33.092 11.250 150 47.286 to 2E 16.546 49.638 3.609 156 9.167 16.56 2.423 0.0 60.888 0.0010 0.063 Vel= 1.15 0.0 156 16.56 50.958 K Factor= 2.32 10 9.167 37.55 1.5 T 11.656 6.333 150 51.014 to 0.0 11.656 0.0 71 9.167 37.55 1.598 0.0 17.989 0.0356 0.640 Vel= 6.01 71 9.167 26.75 1.5 T 11.656 8.417 150 51.654 to 0.0 11.656 0.0 72 9.167 64.3 1.598 0.0 20.073 0.0961 1.930 Vel= 10.29 72 9.167 -103.20 1.5 T 11.656 43.417 150 53.584 to E 5.828 17.484 0.0 73 9.167 -38.9 1.598 0.0 60.901 -0.0380 -2.312 Vel= 6.22 73 9.167 15.47 1.5 T 11.656 13.000 150 51.272 to 0.0 11.656 0.0 74 9.167 -23.43 1.598 0.0 24.656 -0.0148 -0.366 Vel= 3.75 74 9.167 3.29 1.5 E 5.828 10.083 150 50.906 to 0.0 5.828 0.0 80D 9.167 -20.14 1.598 0.0 15.911 -0.0113 -0.179 Vel = 3.22 80D 9.167 0.0 1.5 0.0 9.833 150 50.727 to 0.0 0.0 0.0 79D 9.167 -20.14 1.598 0.0 9.833 -0.0112 -0.110 Vel = 3.22 79D 9.167 0.0 1.5 T 11.656 5.000 150 50.617 to 0.0 11.656 0.0 75 9.167 -20.14 1.598 0.0 16.656 -0.0112 -0.187 Vel= 3.22 75 9.167 0.0 1.5 0.0 9.250 150 50.430 to 0.0 0.0 0.0 155 9.167 -20.14 1.598 0.0 9.250 -0.0112 -0.104 Vel = 3.22 155 9.167 47.44 1.5 T 11.656 0.750 150 50.326 to 0.0 11.656 0.0 76 9.167 27.3 1.598 0.0 12.406 0.0197 0.245 Vel = 4.37 76 9.167 0.0 1.5 0.0 5.000 150 50.571 to 0.0 0.0 0.0 73D 9.167 27.3 1.598 0.0 5.000 0.0196 0.098 Vel = 4.37 73D 9.167 0.0 1.5 0.0 9.833 150 50.669 to 0.0 0.0 0.0 74D 9.167 27.3 1.598 0.0 9.833 0.0197 0.194 Vel = 4.37 74D 9.167 0.0 1.5 0.0 1.667 150 50.863 to 0.0 0.0 0.0 77 9.167 27.3 1.598 0.0 1.667 0.0198 0.033 Vel = 4.37 77 9.167 -3.29 1.5 0.0 7.417 150 50.896 to 0.0 0.0 0.0 75D 9.167 24.01 1.598 0.0 7.417 0.0155 0.115 Vel = 3.84 75D 9.167 0.0 1.5 0.0 5.750 150 51.011 to 0.0 0.0 0.0 78 9.167 24.01 1.598 0.0 5.750 0.0157 0.090 Vel = 3.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Page 8 Greenburg Rd.Apartments Date 2.26.16 • • Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 78 9.167 -15.47 1.5 0.0 3.500 150 51.101 to 0.0 0.0 0.0 76D 9.167 8.54 1.598 0.0 3.500 0.0023 0.008 Vel= 1.37 76D 9.167 0.0 1.5 0.0 31.500 150 51.109 to 0.0 0.0 0.0 79 9.167 8.54 1.598 0.0 31.500 0.0023 0.072 Vel= 1.37 79 9.167 -26.74 1.5 0.0 13.000 150 51.181 to 0.0 0.0 0.0 80 9.167 -18.2 1.598 0.0 13.000 -0.0093 -0.121 Vel = 2.91 80 9.167 7.41 1.5 0.0 16.500 150 51.060 to 0.0 0.0 0.0 81 9.167 -10.79 1.598 0.0 16.500 -0.0035 -0.058 Vel= 1.73 81 9.167 0.0 1.5 T 11.656 0.750 150 51.002 to 0.0 11.656 0.0 156 9.167 -10.79 1.598 0.0 12.406 -0.0035 -0.044 Vel = 1.73 156 9.167 16.56 1.5 T 11.656 9.750 150 50.958 to 0.0 11.656 0.0 82 9.167 5.77 1.598 0.0 21.406 0.0011 0.024 Vel= 0.92 82 9.167 0.0 1.5 E 5.828 25.167 150 50.982 to 0.0 5.828 0.0 83 9.167 5.77 1.598 0.0 30.995 0.0011 0.034 Vel = 0.92 83 9.167 -7.41 1.5 T 11.656 6.750 150 51.016 to 0.0 11.656 0.0 10 9.167 -1.64 1.598 0.0 18.406 -0.0001 -0.002 Vel= 0.26 0.0 10 -1.64 51.014 K Factor= -0.23 83 9.167 7.41 1.5 2T 23.312 1.588 150 51.016 to 0.0 23.312 0.0 80 9.167 7.41 1.598 0.0 24.900 0.0018 0.044 Vel = 1.19 0.0 80 7.41 51.060 K Factor= 1.04 71 9.167 -26.74 1.5 2T 23.312 1.588 150 51.654 to 0.0 23.312 0.0 79 9.167 -26.74 1.598 0.0 24.900 -0.0190 -0.473 Vel= 4.28 0.0 79 -26.74 51.181 K Factor= -3.74 73 9.167 -15.47 1.5 2T 23.312 1.588 150 51.272 to 0.0 23.312 0.0 78 9.167 -15.47 1.598 0.0 24.900 -0.0069 -0.171 Vel= 2.47 0.0 78 -15.47 51.101 K Factor= -2.16 74 9.167 -3.30 1.5 2T 23.312 1.588 150 50.906 to 0.0 23.312 0.0 77 9.167 -3.3 1.598 0.0 24.900 -0.0004 -0.010 Vel = 0.53 0.0 77 -3.30 50.896 K Factor= -0.46 20 17.500 39.19 2.5 E 9.393 9.000 120 47.323 to 0.0 9.393 3.609 10 9.167 39.19 2.707 0.0 18.393 0.0045 0.082 Vel = 2.18 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 0.0 51.014 K Factor= 5.49 10 39.19 72 9.167 103.20 3 T 21.903 3.667 120 53.584 to E 10.221 32.124 0.0 TWR 9.167 103.2 3.316 0.0 35.791 0.0100 0.357 Vel= 3.83 TWR 9.167 0.0 4 Bvcb 16.838 7.500 120 53.941 to Fsp 0.0 16.838 6.104 **Fixed Loss=3 BWR 2 103.2 4.316 0.0 24.338 0.0028 0.067 Vel = 2.26 BWR 2 0.0 4 T 28.063 6.000 120 60.112 to E 14.032 42.095 2.166 UG4 -3 103.2 4.316 0.0 48.095 0.0028 0.133 Vel = 2.26 UG4 -3 0.0 4 2E 29.067 130.000 140 62.411 to F 5.813 63.947 -2.599 UG7 3 103.2 4.1 T 29.067 193.947 0.0027 0.517 Vel = 2.51 UG7 3 0.0 4 2E 29.067 94.000 140 60.329 to 2F 11.627 40.694 0.0 BF1 3 103.2 4.1 0.0 134.694 0.0027 0.359 Vel = 2.51 BF1 3 0.0 4 Zfc 0.0 5.000 140 60.688 to 0.0 0.0 6.822 **Fixed Loss=6.822 BF2 3 103.2 4.1 0.0 5.000 0.0028 0.014 Vel= 2.51 BF2 3 0.0 4 T 29.067 37.000 140 67.524 to G 2.907 31.974 -3.898 SRC 12 103.2 4.1 0.0 68.974 0.0027 0.184 Vel = 2.51 100.00 Qa= 100.00 SRC 203.20 63.810 K Factor= 25.44 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary . . . ' AFP Systems, Inc. Page 10 Greenburg Rd.Apartments Date 2.26.16 Fitting Legend Abbrev. Name % '/ 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 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfc Febco 856 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1S1W26D38FH5C Location: SW GREENBURG RD&SW SUMMIT DR Date: 2/16/2016 { Test made by: HERB&JAMES Witness: Time: 11:30 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 t/t /1Anz Flow at 20psi residual pressure (calculated): ' 1678 gpm f 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: 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. I01I I. 1itill 1.1 . i ,•cv m 6 I • 1 I 0 I ,. I +, I CV r /6067 ��f p, Irm,„r„.... 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