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Report S1v - ���� . . . . . . . • • • . .. i..i:i. ..• . . • '51 ,1 •gpfl:EIVEDN :: . _ _ _ 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. 2 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #4 Contract : 16020 Data File : Bldg.2 Wet Hydraulic Calc. 1st Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f I. • • • • S. •• •• • . • . • • • • ••• • . • • • • • . • •• • • •• •• . • • • • • •• • • ••• 1 :^ • AFP Systems, Inc. .• • •• •• • •' •' • Date .26.16 Greenburg Rd.Apartments • ••• l 'DRAWLIC CALCULATIONS •. • • • . • •• • • for • •. • •• ••• • . • • •• •• • •• • ••• • •• Project name: Greenburg Road Apartments Location: 9550 S‘AI'dreenburg Road,ii jard PR 97220 Drawing no: FP-2$l g.2. .•• ••. • ••• 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: 11 In-rack demand: n/a-GPM Hose streams: 100-GPM 22 Psi Total water required(including hose streams): 173.8-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.) _ofcO PROFFS, r r OREGON V:13 1e * C. S Expires: 6/16 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 -1.444 C2- Residual Flow : 446.75 D2-System Flow : 173.857 D2-System Pressure : 25.437 Hose( Demand ) : 100 D3-System Demand :273.857 Safety Margin : 50.541 150 140 130 p 120 R110 E 100 : S 90 Cl S 80 • •••• • • 70 C2 • _ :•:•'•R60 .- • • •• • • E 50 .. •• • • • ••• • • 40 • • • ••••• • • • • 30 D2 • • 20 • •••• • D3 • 10 • • • 50 D1100 150 200 250 . . . .300 350 400 FLOW(NA1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary -• • OS ;•; ••; ••• • • • . • : •• • ••• Page 3 AFP Systems, Inc. ••• ••• • • ' ' ' Date 2.26.16 Greenburg Rd.Apartments ••• :• :'.SIORPLY ANALYSIS .. . . . . . •• • • • • • • • • • . Node at Stade. •:• ResiIuel• : '•• Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure •• •• "•' ae.75 75.978 273.86 25.437 OOOOOSRC 78.0 �S •• • . .. .•. •.• • • • • • •.. • NODE ANALYSIS Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node H81 8.667 5.6 7.97 15.81 H82 8.667 5.6 7.9 15.74 H83 8.667 5.6 7.37 15.21 H84 8.667 5.6 7.09 14.91 H85 8.667 5.6 7.01 14.82 H86 8.667 5.6 7.0 14.82 H87 8.667 5.6 7.02 14.83 H88 8.667 5.6 10.75 18.36 H89 8.667 5.6 9.26 17.04 H90 8.667 5.6 8.52 16.35 H91 8.667 5.6 8.13 15.96 88D 8.667 11.9 81D 8.667 8.84 20 17.5 4.64 51B 17.5 4.61 61B 17.5 4.6 21 17.5 4.6 62B 17.5 4.59 52B 17.5 4.59 63B 17.5 4.58 53B 17.5 4.58 22 17.5 4.58 23 17.5 4.58 24 17.5 4.57 25 17.5 4.57 54B 17.5 4.57 64B 17.5 4.57 26 17.5 4.57 27 17.5 4.56 30 17.5 4.49 31 17.5 4.51 32 17.5 4.52 33 17.5 4.52 34 17.5 4.58 10 9.167 8.26 71 9.167 8.63 91D 9.167 8.8 90D 9.167 9.24 89D 9.167 10.05 72 9.167 11.87 • 73 9.167 8.77 82D 9.167 8.55 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 a NODE ANALYSIS(cbvt.)'; ••• ••• • Pressure Dis�Irg� • • • Node Tag Elevation Node Type at Node at Node • • • Notes 74 9.167 8.16 ... . .. 83D 9.167 7.97 • 84D 9.167 ••• ••• •• 7.66 • ••• • 85D 9.167 7.57 86D 9.167 7.56 87D 9.167 7.58 75 9.167 7.78 76 9.167 7 88 77 9.167 7.97 TWR 9.167 14.88 BWR 2.0 22.06 UG5 -3.0 24.57 UG7 3.0 22.63 BF1 3.0 23.57 BF2 3.0 28.85 SRC 12.0 25.44 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Final Calculations i Haztni-Mliairis.-1007 • • • • •• • • ••• Page 5 AFP Systems, Inc. ••. •.. . . • • • Date 2.26.16 Greenburg Rd.Apartments a Node1 Elev1 K..• .. Qa•• Flom �`iui+-1g.•• Pipe CFact Pt ******* Notes *"**"' •• • • •. •. •• ••Ori • Ftng's • to • • • Node2 Elev2 Fag,' •:. Qt : Act Eqv: ••tn. Total Pf/Ft Pf •• •• • • ••• ••• • • • • • • • • • • H81 8.667 5.60: : 45.$1:.:1 .. 21 :19.125 0.750 150 7.970 to •.• • • • • •• ••• .• 0.0 19.126 81D 8.667 15.81 1.101 0.0 19.876 0.0440 0.875 Vel= 5.33 0.0 8.845 K Factor= 5.32 81 D 15.81 H82 8.667 5.60 15.74 1 2T 19.125 0.750 150 7.902 to 0.0 19.126 -0.217 82D 9.167 15.74 1.101 0.0 19.876 0.0437 0.869 Vel = 5.30 0.0 8.554 K Factor= 5.38 82D 15.74 H83 8.667 5.60 15.21 1 2T 19.125 0.750 150 7.375 to 0.0 19.126 -0.217 83D 9.167 15.21 1.101 0.0 19.876 0.0410 0.815 Vet= 5.13 0.0 7.973 K Factor= 5.39 83D 15.21 H84 8.667 5.60 14.91 1 2T 19.125 0.750 150 7.088 0.0 19.126 -0.217 to ' 84D 9.167 14.91 1.101 0.0 19.876 0.0395 0.786 Vel = 5.0 0.0 7.657 K Factor= 5.39 84D 14.91 H85 8.667 5.60 14.82 1 2T 19.125 0.750 150 7.005 to 0.0 19.126 -0.217 85D 9.167 14.82 1.101 0.0 19.876 0.0391 0.777 Vel= 4.99 0.0 7.565 K Factor= 5.39 85D 14.82 H86 8.667 5.60 14.82 1 2T 19.125 0.750 150 7.000 to 0.0 19.126 -0.217 86D 9.167 14.82 1.101 0.0 19.876 0.0391 0.777 Vel= 4.99 0.0 7.560 K Factor= 5.39 86D 14.82 H87 8.667 5.60 14.83 1 2T 19.125 0.750 150 7.018 to 0.0 19.126 -0.217 87D 9.167 14.83 1.101 0.0 19.876 0.0391 0.778 Vel = 5.00 0.0 87D 14.83 7.579 K Factor= 5.39 H88 8.667 5.60 18.36 1 2T 19.125 0.750 150 10.7460 to 0.0 19.126 88D 8.667 18.36 1.101 0.0 19.876 0.0581 1.154 Vel = 6.19 0.0 11.900 K Factor= 5.32 88D 18.36 H89 8.667 5.60 17.04 1 2T 19.125 0.750 150 9.264 to 0.0 19.126 -0.217 89D 9.167 17.04 1.101 0.0 19.876 0.0507 1.007 Vel= 5.74 0.0 89D 17.04 10.054 K Factor= 5.37 H90 8.667 5.60 16.35 1 2T 19.125 0.750 150 8.525 to 0.0 19.126 -0.217 90D 9.167 16.35 1.101 0.0 19.876 0.0469 0.932 Vel= 5.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams • •• •. •• • • • • • • • • • • • • •' •' • •• •• • • • • • • AFP Systems, Inc. • •"' • • :.• ••. • :,..Page••P• age 6 • • reenburg Rd.Apartments • Date 2.26.16 Nodel EIev1 K Qa Nom Fitting Pipe'. •'XFacf• •p: •• to or Ftn4's: :' ' • Pe •• • Node2 Elev2 Fact *''r`*** Notes ****** Qt Act Eqv. Ln. Totgl.' ' Pf/Ft;•• : Pf •:. ••• •.. ••. • • •. •• 0.0 • • • • •.. ••• .• • • 90D 16.35 . : H91 8.667 5.60 15.96 1 2T 19.125 0.750 • • 150 • . Q �'k Factor= 5.38 to 8.127 91D0.0 19.126 -0.217 9.167 15.96 1.101 0.0 19.876 0.0449 0.892 Vel= 5.38 0.0 91 D 15.96 91D 8.667 8.802 K Factor= 5.38 18.36 1.5 T 11.656 7.750 150 11.900 to 0.0 11.656 -0.217 72 9.167 18.36 1.598 0.0 19.406 0.0095 0.184 Vel = 2.94 0.0 72 18.36 11.867 K Factor= 5.33 81D 8.667 15.81 1.5 T 11.656 7.750 150 8.845 to 0.0 11.656 -0.217 73 9.167 15.81 1.598 0.0 19.406 0.0072 0.140 Vel = 2.53 0.0 73 15.81 8.768 K Factor= 5.34 20 17.500 -6.53 1.25 T 9.523 2.833 150 4.642 to 0.0 9.523 0.0 51B 17.500 -6.53 1.394 0.0 12.356 -0.0028 -0.034 Vel= 1.37 51B 17.500 0.0 1.25 0.0 1.500 150 4.608 to 0.0 0.0 0.0 61B 17.500 -6.53 1.394 0.0 1.500 -0.0027 -0.004 Vel= 1.37 61B 17.500 0.0 1.25 0.0 2.000 150 4.604 to 0.0 0.0 0.0 21 17.500 -6.53 1.394 0.0 2.000 -0.0030 -0.006 Vel = 1.37 21 17.500 4.28 1.25 T 9.523 8.500 150 4.598 to 0.0 9.523 0.0 62B 17.500 -2.25 1.394 0.0 18.023 -0.0003 -0.006 Vel= 0.47 62B 17.500 0.0 1.25 0.0 1.000 150 4.592 to 0.0 0.0 0.0 52B 17.500 -2.25 1.394 0.0 1.000 -0.0010 -0.001 VeI= 0.47 52B 17.500 0.0 1.25 E 4.762 13.917 150 4.591 to 0.0 4.761 0.0 63B 17.500 -2.25 1.394 0.0 18.678 -0.0004 -0.007 Vel = 0.47 63B 17.500 0.0 1.25 0.0 0.750 150 4.584 to 0.0 0.0 53B 17.500 -2.25 1.394 0.0 0.750 0 0.0 0.0 Vel = 0.47 53B 17.500 0.0 1.25 0.0 15.500 150 4.584 to 0.0 0.0 0.0 • 22 17.500 -2.25 1.394 0.0 15.500 -0.0004 -0.006 Vel= 0.47 22 17.500 1.15 1.25 E 4.762 21.333 150 4.578 • to 0.0 4.761 23 17.500 -1.1 1.394 0.0 0.0 26.094 -0.0001 -0.003 Vel = 0.23 23 17.500 0.0 1.25 E 4.762 6.167 150 4.575 to 0.0 4.761 0.0 24 17.500 -1.1 1.394 0.0 10.928 -0.0001 -0.001 Vel = 0.23 24 17.500 -1.15 1.25 0.0 10.500 150 4.574 to 0.0 0.0 0.0 25 17.500 -2.25 1.394 0.0 10.500 -0.0004 -0.004 VeI= 0.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazin.Wi1Iiarr;s•;; •,; ;•; • • • •• • . ••I Page 7 AFP Systems, Inc. • • • • •••• • • Date 2.26.16 Greenburg Rd. Apartments Node1 Elev1 K••• .• Qa:•• Nom -.ttiing••• Pipe CFact Pt ******* Notes "'***' + •• • • •• •• •• • Ftng's Pe to • Node2 EIev2 Fait.' •:. Qt : AZ Eqv: ••tn. Total Pf/Ft Pf •• •• • • . • ••. • 1.667 150 4.570 25 17.500 : 2.1;•;.45: • 0.0 4.0 to • • • • • 0.0 0.0 54B 17.500 0.36 1.394 0.0 1.667 0 0.0 Vel = 0.08 54B 17.500 0.0 1.25 0.0 5.250 150 44.5570 to 0.0 0.0 64B 17.500 0.36 1.394 0.0 5.250 0 0.0 Vel = 0.08 64B 17.500 0.0 1.25 0.0 10.583 150 44.5570 to 0.0 0.0 26 17.500 0.36 1.394 0.0 10.583 0 0.0 Vel = 0.08 26 17.500 -4.27 1.25 0.0 13.000 150 44.5570 to 0.0 0.0 27 17.500 -3.91 1.394 0.0 13.000 -0.0010 -0.013 Vel = 0.82 27 17.500 -3.63 1.25 0.0 17.500 150 44.5557 to 0.0 0.0 30 17.500 -7.54 1.394 0.0 17.500 -0.0035 -0.062 Vel = 1.59 30 17.500 11.88 1.25 0.0 10.500 150 4.495 to 0.0 0.0 • 31 17.500 4.34 1.394 0.0 10.500 0.0012 0.013 Vel = 0.91 31 17.500 -2.22 1.25 E 4.762 21.333 150 4.5508 to 0.0 4.761 32 17.500 2.12 1.394 0.0 26.094 0.0003 0.009 Vel= 0.45 32 17.500 0.0 1.25 E 4.762 6.167 150 4.5517 to 0.0 4.761 33 17.500 2.12 1.394 0.0 10.928 0.0004 0.004 Vel= 0.45 33 17.500 2.22 1.25 E 4.762 39.667 150 0.521 to 0.0 4.761 34 17.500 4.34 1.394 0.0 44.428 0.0013 0.056 Vel = 0.91 34 17.500 3.63 1.25 T 9.523 6.750 150 4.5577 to 0.0 9.523 20 17.500 7.97 1.394 0.0 16.273 0.0040 0.065 Vel= 1.68 0.0 4.642 K Factor= 3.70 20 7.97 22 17.500 -1.15 1.25 2T 19.046 15.167 150 0.578 to 0.0 19.047 24 17.500 -1.15 1.394 0.0 34.214 -0.0001 -0.004 Vel= 0.24 0.0 4.574 K Factor= -0.54 24 -1.15 21 17.500 -4.27 1.25 2T 19.046 3.500 150 0.598 to 0.0 19.047 26 17.500 -4.27 1.394 0.0 22.547 -0.0012 -0.028 Vel= 0.90 0.04.570 K Factor= -2.00 26 -4.27 34 17.500 -3.63 1.25 2T 19.046 3.500 150 0.577 to 0.0 19.047 • 27 17.500 -3.63 1.394 0.0 22.547 -0.0009 -0.020 Vel= 0.76 0.0 4.557 K Factor= -1.70 27 -3.63 33 17.500 -2.22 1.25 2T 19.046 15.167 150 4.521 to 0.0 19.047 31 17.500 -2.22 1.394 0.0 34.214 -0.0004 -0.013 Vel= 0.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • •• •• •. OOOOO••• • • •• • • •• •• AFP Systems, Inc. .•: • • ••: • • • Greenburg Rd.Apartments • ' ' • • • • ;.Page 8 • Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe. ••3Fagt'. •1 •• or •• • toode2 Elev2 Fact Ftn�'s: • p • • *• *** Notes ****** Qt Act Eqv. Ln. Tot'�I. . Pf/Ft'• e ' • • Pf • •.. •5S . • •• •• 0.0 -2.22 • . 2531 17.500 '4•s04 •••K Factor= -1.05 -2.62 1.25 2T 19.046 11.250 150 4.570 to 2E 9.523 28.570 3.609 74 9.167 -2.62 1.394 0.0 39.820 -0.0005 -0.020 Vel = 0.55 0.0 74 -2.62 30 17.500 8.159 K Factor= -0.92 -11.88 1.25 21 19.046 11.250 150 4.495 to 2E 9.523 28.570 3.609 75 9.167 -11.88 1.394 0.0 39.820 -0.0082 -0.328 Vel= 2.50 75 0.0 -11.88 7.776 K Factor= -4.26 10 9.167 26.43 1.5 E 5.828 13.667 150 8.264 to 0.0 5.828 0.0 71 9.167 26.43 1.598 0.0 19.495 0.0186 0.362 Vel= 4.23 71 9.167 0.0 1.5 E 5.828 3.667 150 8.626 to 0.0 5.828 0.0 91D 9.167 26.43 1.598 0.0 9.495 0.0185 0.1176 Vel= 4.23 91D 9.167 15.97 1.5 0.0 9.833 150 8.802 to 0.0 0.0 0.0 90D 9.167 42.4 1.598 0.0 9.833 0.0445 0.438 Vel = 6.78 90D 9.167 16.35 1.5 0.0 10.000 150 9.240 to 0.0 0.0 0.0 89D 9.167 58.75 1.598 0.0 10.000 0.0814 0.814 Vel= 9.40 89D 9.167 17.04 1.5 T 11.656 2.250 150 10.054 to 0.0 11.656 0.0 72 9.167 75.79 1.598 0.0 13.906 0.1304 1.813 Vel= 12.12 72 9.167 -155.50 1.5 T 11.656 10.000 150 11.867 to 0.0 11.656 0.0 73 9.167 -79.71 1.598 0.0 21.656 -0.1431 -3.099 Vel= 12.75 73 9.167 15.81 1.5 0.0 2.250 150 8.768 to 0.0 0.0 0.0 82D 9.167 -63.9 1.598 0.0 2.250 -0.0951 -0.214 Vel= 10.22 82D 9.167 15.74 1.5 0.0 7.000 150 8.554 to 0.0 0.0 0.0 74 9.167 -48.16 1.598 0.0 7.000 -0.0564 -0.395 Vel = 7.70 74 9.167 -2.61 1.5 0.0 3.000 150 8.159 to 0.0 0.0 : 4: 83D 9.167 -50.77 1.598 0.0 3.000 -0.0620 -0.1086 Vel= 8.12 83D 9.167 15.20 11..559. .5 0.0 9.833 150 7.973 to 0000..10000. .0 0.0 84D 9.167 -35.57 1.598 0.0 9.833 -0.0321 -0.316 Vel = 5.69 84D 9.167 14.91 1.5 0.0 7.750 150 7.657 to 0.0 0.0 0.0 85D 9.167 -20.66 1.598 0.0 7.750 -0.0119 -0.092 Vel= 3.30 85D 9.167 14.82 1.5 0.0 4.917 150 7.565 to 0.0 0.0 0.0 86D 9.167 -5.84 1.598 0.0 4.917 -0.0010 -0.005 Vel= 0.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations H'azen.Wi4liams S. .... , . • • .• •• • • Page 9 AFP Systems, Inc. ••. •• • •• • • Date 2.26.16 Greenburg Rd.Apartments Node1 Elev1 K••... : ••. pa:" Nom Fit• •• •V• : Ftng's Pe•• Pipe CFact Pt ******* Notes ****** r • Node2 Elev2 Fae't.• .:. Qt : Aot: Eqv: ••Ln. Total Pf/Ft Pf •• •. • • ••• ••• • • 0.0 7.750 150 7.560 86D 9.167 1,012:•:1.16:• ••• • 0.0 0.0 0.0 to • 87D 9.167 8.98 1.598 0.0 7.750 0.0025 0.019 Vel= 1.44 87D 9.167 14.84 1.5 0.0 12.833 150 7.579 0.0 0.0 0.0 to 75 9.167 23.82 1.598 0.0 12.833 0.0154 0.197 Vel = 3.81 75 9.167 -11.89 1.5 T 11.656 12.750 150 77.7776 to 0.0 11.656 76 9.167 11.93 1.598 0.0 24.406 0.0043 0.104 Vel= 1.91 76 9.167 0.0 1.5 T 11.656 10.000 150 77.8880 to 0.0 11.656 77 9.167 11.93 1.598 0.0 21.656 0.0042 0.092 Vel= 1.91 77 9.167 0.0 1.5 2E 11.656 45.000 150 0 972 to T 11.656 23.312 10 9.167 11.93 1.598 0.0 68.312 0.0043 0.292 Vel = 1.91 0.0 8.264 K Factor= 4.15 10 11.93 20 17.500 14.50 2.5 E 9.393 9.000 120 4.642 to 0.0 9.393 10 9.167 14.5 2.707 0.0 18.393 0.0007 0.013 Vel = 0.81 0.0 8.264 K Factor= 5.04 10 14.50 72 9.167 173.86 2.5 T 18.785 5.250 120 11.867 to 2E 18.785 37.570 TWR 9.167 173.86 2.707 0.0 42.820 0.0703 3.009 Vel = 9.69 TWR 9.167 0.0 2.5 Bvcb 7.827 7.500 120 14.8 76 to Fsp 0.0 7.827 74 **Fixed Loss= 3 BWR 2 173.86 2.707 0.0 15.327 0.0703 1.077 Vel = 9.69 BWR 2 0.0 4 T 28.063 6.000 120 22.0057 57 to E 14.032 42.095 UG5 -3 173.86 4.316 0.0 48.095 0.0072 0.348 Vel = 3.81 UG5 -3 0.0 4 2E 29.067 30.000 140 24.571 F 5.813 63.947 -2.599 to UG7 3 173.86 4.1 T 29.067 93.947 0.0070 0.658 Vel= 4.22 UG7 3 0.0 4 2E 29.067 94.000 140 222.6630 to 2F 11.627 40.694 BF1 3 173.86 4.1 0.0 134.694 0.0070 0.943 Vel= 4.22 BF1 3 0.0 4 Zfc 0.0 5.000 140 23.5734 **Fixed Loss= 5.244 to 0.0 0.0 BF2 3 173.86 4.1 0.0 5.000 0.0070 0.035 Vel= 4.22 BF2 3 0.0 4 T 29.067 37.000 140 28.852 G 2.907 31.974 -3.898 to 173.86 4.1 0.0 68.974 0.0070 0.483 Vel= 4.22 SRC 12 Qa = 100.00 100.00 25.437 K Factor= 54.30 SRC 273.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary �ei AFP Systems, Inc. Greenburg Rd. Apartments Page 10 Date 2.26.16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 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 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 •. • . • • •• •• •• . • • • • • • • • • • • • • • I' • • . • • • •. .• • • • • • • •• • • .•• s • • • • • • • • • • •• • • • • • • • • •• • • • • • • • Test#: 1202 TUALON;VALUE •WAI DISTRICT FIRE HYDRANT•FUOW T.ST REPORT Hydrant ID#: 1S1W26D38FH5C r. •• S. • . ••• ••• . • Location: SW 5REtNSIXR 'I1D&SWSUMMIT DR Date: 2/16/2016 •• • • • • • •.• • Test made by: HERB&JAMES kz 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 t Static pressure: 78 psi Residual pressure: 73 psi 2 f o•/toil, Flow at 20psi residual pressure (calculated): 1678 gpm I J 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 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. • - 1.Ell i 411 N i / W i - �l / °z -- • A7.9 / 9905/ / iri4. 1,l •.e1 , a.: 1M a /IIIIIIIIIIIII / D hl t i , ri libp ! / n. 1 1 1 )01.: 11111111111 - n1 I i b e MI ii., 114 . mad:. jilWai t Ala 411.114414%444%044% III VIII r Z ' �a • •••• •••• \0 t: • • 71111hiss .�\\ it • • to it �� �,<<� :11 i • ... . .. .. • L9091 • O I •• •• • MI . .. .e• . 4•19 '4111111111 oep x i In" • s •••• !r •.•. • mi . lei .1 I I :::: • . p ' AD.*, KU7.Sit.I = ! I • I in 5 • I „2 , • •• •• •• • • • Si E • • • • • • • • • • • • • • • • • ••• ••• •• • • • • • • _ _ _ 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. 2 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #3 Contract : 16020 • Data File : Bldg.2 Wet Hydraulic Calc.2nd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • • • • . • • • • • . • • • • • • • • •• •• • • - • •• •• •• • •• ••• Page 1 •AFP Systems, Inc. ••• •• • • • ' • • Date 2.26.16 Greenburg Rd. Apartments •• "' O., I4 DRALMLIC CALCULATIONS .. • .. • • • • • • • • • • for • • • • • • • • . ••• • •.• • • Project name: Greenburg Road Apartments • Location: 9550 SVU•Neanbure f:osCT •gerd,IA 97220 Drawing no: FP-2 al+'2'• ... ••• • • • •Date: 3/8/16 •• • • • • • ••• • Design Remote area number: #3 Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 324-SqFt Type of sprinklers calculated: Tyco TY2234 1/2" Q.R. 4.9 Pend 155° No. of sprinklers calculated: 4 In-rack demand: n/a-GPM Hose streams: 100-GPM 68.8-Psi Total water required(including hose streams): 231 -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.) ADO PROF? c.a 5433OPE ?f_ OREGON ab 1'13 etsr, 1747.Y13 �RTT C. SES 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: Cl -Static Pressure : 78 Demand: C2- Residual Pressure: 73 D1 - Elevation 2.165 C2 Residual Flow 446.75 D2-System Flow : 131.003 D2-System Pressure : 68.823 Hose( Demand ) : 100 D3-System Demand : 231.003 Safety Margin : 7.701 150 140 130 P 120 R 110 E 100 S 90 S 80 ........ • . L • ,2 . •••• 70 C2 • • U _ o •... • R 60 • • . :e. • • E 50 • •• • • • ••••• • •• • 40 i •30 : ". •20 •••• • 10 •• • • •• • • • • cZ 50 100 150 200 250 . . . .300 .350 400 FLOW(NA1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIOW Summary - Itil:PA•2bd7•• ••� ••i ••� ••• . . • . . . . •.. .. . . • • • • •• • • ••• Page 3 AFP Systems, Inc. ••. •• . . • • • Date 2.26.16 Greenburg Rd.Apartments ••• ;. :•• ••• : .SW7'PLYANALYSIS .. • • • • • •• • • • • Node at Static.• •:• Resijual.: • ••• Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 ••: •• • ••• ••:•4��75 76.524 231.0 68.823 . . . • • • • • • • •• ••• ••• • • • • • • ••• • NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H61 17.0 4.9 45.31 32.98 H62 17.0 4.9 43.72 32.4 H63 17.0 4.9 44.73 32.77 H64 17.0 4.9 44.94 32.85 20 17.5 49.73 51B 17.5 47.87 61B 17.5 47.65 21 17.5 47.59 62B 17.5 46.27 52B 17.5 46.27 63B 17.5 46.22 53B 17.5 46.25 22 17.5 46.81 23 17.5 47.06 24 17.5 47.17 25 17.5 47.55 54B 17.5 47.54 64B 17.5 47.52 26 17.5 47.86 27 17.5 48.83 30 17.5 49.22 31 17.5 49.23 32 17.5 49.23 33 17.5 49.24 34 17.5 49.28 10 9.167 53.64 71 9.167 56.97 91D 9.167 56.53 90D 9.167 56.07 89D 9.167 55.61 72 9.167 54.96 73 9.167 53.96 82D 9.167 53.86 74 9.167 53.53 83D 9.167 53.52 84D 9.167 53.5 85D 9.167 53.48 86D 9.167 53.47 87D 9.167 53.45 75 9.167 53.42 76 9.167 53.47 77 9.167 53.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 ••• ..• ••• •• • • • • •• • • • • • • • • • • • • • .. •. • • • • • - AFP Systems, Inc. : . . E • . .. Page 4 Greenburg Rd.Apartments Date 2.26.16 NODE ANALYSIS gentif; ••; •; • • •• • • • • • .• • • • •• • • • • Pressure Discharge :•• . ••• •Notes Node Tag Elevation Node Type at Node at Node TWR 9.167 58.75 •.. ... • . .• .• BWR 2.0 65.49 . . ... .•• .• • • UG5 -3.0 67.87 : .:. • UG7 3.0 65.66 BF1 3.0 66.21 BF2 3.0 72.44 SRC 12.0 68.82 100.0 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculationsfilaz*-5IT Tanis -•'baz; ;•; • •• •• •• ••• • • •••• • • • • • • • • • • Page 5 AFP Systems, Inc. •• • ' ' • ' ' ' Date 2.26.16 Greenburg Rd. Apartments Node1 Elev1 K••• .• a•••Norte Fi;t'inv ••• Pipe CFact Pt to .'. . Cl • oN • • Ftng's Pe ******* Notes ****** Node2 Elev2 Fact•• •:•Qt :AO: Eqv.• •d.n. Total Pf/Ft Pf .. •• • • •.• •.• H61 17 4.90 : :3148:•3 ••: T: :9.563 1.500 150 45.307 to • • 6:. :3.825 13.387 -0.217 61B 17.500 32.98 1.101 0.0 14.887 0.1717 2.556 Vel = 11.11 0.0 61B 32.98 47.646 K Factor= 4.78 H62 17 4.90 32.40 1 E 3.825 3.250 150 43.722 to T 9.563 13.387 -0.217 62B 17.500 32.4 1.101 0.0 16.637 0.1661 2.764 Vel = 10.92 0.0 62B 32.40 46.269 K Factor= 4.76 H63 17 4.90 32.77 1 T 9.563 0.500 150 44.729 to 0.0 9.562 -0.217 63B 17.500 32.77 1.101 0.0 10.062 0.1696 1.707 Vel = 11.04 0.0 63B 32.77 46.219 K Factor= 4.82 H64 17 4.90 32.85 1 T 9.563 3.000 150 44.943 to E 3.825 13.387 -0.217 64B 17.500 32.85 1.101 0.0 16.387 0.1704 2.793 Vel = 11.07 0.0 64B 32.85 47.519 K Factor= 4.77 20 17.500 -57.09 1.25 T 9.523 2.833 150 49.726 to 0.0 9.523 0.0 51B 17.500 -57.09 1.394 0.0 12.356 -0.1501 -1.855 Vel = 12.00 51B 17.500 0.0 1.25 0.0 1.500 150 47.871 to 0.0 0.0 61B 17.500 -57.09 1.394 0.0 1.500 -0.1500 -0.225 Vel = 12.00 61B 17.500 32.99 1.25 0.0 2.000 150 47.646 to 0.0 0.0 21 17.500 -24.1 1.394 0.0 2.000 -0.0305 -0.061 Vel= 5.07 21 17.500 -14.58 1.25 T 9.523 9.523 8.500 150 47.585 85 to 0 62B 17.500 -38.68 1.394 0.0 18.023 -0.0730 -1.316 Vel = 8.13 62B 17.500 32.40 1.25 0.0 1.000 150 46.269 to 0.0 0.0 52B 17.500 -6.28 1.394 0.0 1.000 -0.0030 -0.003 Vel= 1.32 52B 17.500 0.0 1.25 E 4.762 13.967 150 46.2661 0 to 63B 17.500 -6.28 1.394 0.0 18.678 -0.0025 -0.047 Vel = 1.32 63B 17.500 32.77 1.25 0.0 0.750 150 46.219 to 0.0 0.0 53B 17.500 26.49 1.394 0.0 0.750 0.0360 0.027 Vel= 5.57 53B 17.500 0.0 1.25 0.0 15.500 150 46.246 to 0.0 0.0 22 17.500 26.49 1.394 0.0 15.500 0.0363 0.562 Vel = 5.57 22 17.500 -13.53 1.25 E 4.762 21.333 150 46.808 to 0.0 4.761 0.0 23 17.500 12.96 1.394 0.0 26.094 0.0097 0.253 Vel= 2.72 23 17.500 0.0 1.25 E 4.762 6.167 150 47.061 to 0.0 4.761 0.0 24 17.500 12.96 1.394 0.0 10.928 0.0096 0.105 Vel = 2.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams •.• • • ••• • • ••' •• •• •• i'• • • •• •• • • • • • • AFP Systems, Inc. ••• • • • • • • • • • Greenburg Rd.Apartments • :.'Date 6 Node1 Elev1 K •• Date 2.26.16 toN Qa Nom Fitting Pi Pe•• .':CFaCf. .. or Qt •• • Node2 Elev2 Fact Qt Act Eqv. Ftngl •• • •• ••Pe• • r*.*** Notes ****** q Ln. Tot's• : Pf/Fe•• : Pf • •.. ••' ••. ... • • •• •• • • 24 17.500 13.53 1.25 . . • • to 0.0 10.500• i151:1•• ' 47.,6D • 25 17.500 0.0 0.0 : ••• •' : :0.t • :• 26.49 1.394 0.0 10.500 0.0363 0.381 Vel= 5.57 25 17.500 -34.65 1.25 to 0.0 1.667 150 47.547 0.0 0.0 0.0 54B 17.500 -8.16 1.394 0.0 1.667 -0.0036 -0.006 Vel= 1.72 54B 17.500 0.0 1.25 to 0.0 5.250 150 47.541 64B 17.500 0.0 0.0 0.0 8.16 1.394 0.0 5.250 -0.0042 -0.022 Vel= 1.72 64B 17.500 32.85 1.25 to 0.0 10.583 150 47.519 26 17.500 24.69 1.394 0.0 0.0 0.0 0.0 10.583 0.0318 0.337 Vel= 5.19 26 17.500 to 14.57 1.25 0.0 13.000 150 47.856 27 17.500 39.26 1.394 0.0 0.0 0.0 0.0 13.000 0.0751 0.976 Vel= 8.25 27 17.500 to -19.09 1.25 0.0 17.500 150 48.832 0 17.500 20. 0.0 0.0 0.0 17 1.394 0.0 17.500 0.0219 0.383 Vel= 4.24 30 17.500 -16.44 1.25 to 0.0 10.500 150 49.215 1 17.500 0.0 0.0 0.0 3.73 1.394 0.0 10.500 0.0010 0.011 Vel = 0.78 31 17.500 -1.90 1.25 E to 4.762 21.333 150 49.226 0.0 4.761 0.0 32 17.500 1.83 1.394 0.0 26.094 0.0002 0.006 Vel = 0.38 32 17.500 0.0 1.25 E to 4.762 6.167 150 49.232 0.0 4.761 0.0 33 17.500 1.83 1.394 0.0 10.928 0.0003 0.003 Vel= 0.38 33 17.500 1.90 1.25 E to 4.762 39.667 150 49.235 0.0 4.761 0.0 34 17.500 3.73 1.394 0.0 44.428 0.0010 0.043 Vel= 0.78 34 17.500 19.09 1.25 T to 9.523 6.750 150 49.278 0.0 9.523 0.0 20 17.500 22.82 1.394 0.0 16.273 0.0275 0.448 Vel= 4.80 20 0.0 22.82 22 17.500 13.53 1.25 2T 49.726 K Factor= 3.24 to 19.046 15.167 150 46.808 24 17.500 0.0 19.047 0.0 13.53 1.394 0.0 34.214 0.0105 0.358 Vel= 2.84 24 0.0 13.53 21 17.500 14.57 1.25 2T 47.166 K Factor= 1.97 to 19.046 3.500 150 47.585 0.0 19.047 0.0 26 17.500 14.57 1.394 0.0 22.547 0.0120 0.271 Vel= 3.06 26 0.0 14.57 34 17.500 -19.09 1.25 2T 47.856 K Factor= 2.11 to 19.046 3.500 150 49.278 0.0 19.047 0.0 27 17.500 -19.09 1.394 0.0 22.547 -0.0198 -0.446 Vel= 4.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations:f PArei►-rp111atns • • • • •••• • • • Page 7 • • ••' • • • •• ••• Date 2.26.16 AFP Systems, Inc. •• ' Greenburg Rd. Apartments •• '••Nora Fi,i ••• Pipe CFact Pt Notes **'*"' •.Cita• Pe ******* t ode1 Elev1 K S.• • • • Ftng's • • ' Pf to � °; '�.n. Total Pf/Ft Node2 Elev2 Fact•� •�• Qt :AO: Eqv. •• •• • • ••• ••• • • D : 48.832 K Factor= -2.73 27 ••-19.09 • ... • 33 17.500 -1.91 1.25 2T 19.046 15.167 150 40.035 0.0 19.047 to -1.91 1.394 0.0 34.214 -0.0003 -0.009 Vel= 0.40 31 17.500 0.0 49.226 K Factor= -0.27 31 -1.91 25 17.500 34.66 1.25 2T 19.046 11.250 150 47.547 2E 9.523 28.570 to 34.66 1.394 0.0 39.820 0.0596 2.375 Vel = 7.29 74 9.167 0.0 53.531 K Factor= 4.74 74 34.66 9.215 30 17.500 16.44 1.25 2T 19.046 11.250 150 4 3.609215 .215 2E 9.523 28.570 to 16.44 1.394 0.0 39.820 0.0150 0.598 Vel = 3.46 75 9.167 0.0 53.422 K Factor= 2.25 75 16.44 87.66 1.5 E 5.828 13.667 150 53.60.042 . 42 10 9.167 0.0 5.828 to 87.66 1598 0.0 19.495 0.1707 3.327 Vel= 14.02 71 9.167 5.828 3.667 150 56.969 71 9167 -131.00 15 E 0.0 5.828 0.0 91D 9.167 to -43.34 1.598 0.0 9.495 -0.0464 -0.441 Vel= 6.93 0.0 9.833 150 56.528 91D 9.167 0.0 1.5 0.0 0.0 0.0 . to -43.34 1598 0.0 9.833 -0.0464 -0.456 Vel= 6.93 90D 9.167 90D 9.167 0.0 1.5 0.0 10.000 150 56.072 0.0 0.0 0.0 . to -43.34 1598 0.0 10.000 -0.0463 -0.463 Vel= 6.93 89D 9.167 11.656 2.250 150 55.609 89D 9.167 0'0 1.5 T.598 0.0 11.656 0.0 to -43.34 1 0.0 13.906 -0.0464 -0.645 Vel = 6.93 72 9.167 11.656 10.000 150 54.964 72 9.167 0'0 1.5 T.598 0.0 11.656 0.0 to -43.34 1 0.0 21.656 -0.0464 -1.004 Vel= 6.93 73 9.167 73 9.167 0.0 1.5 0.0 2.250 150 53.960 0.0 0.0 0.0 to -43.34 1.598 0.0 2.250 -0.0462 -0.104 Vel= 6.93 82D 9.167 0.0 7.000 150 53.856 82D 9.167 0.0 1.5 0.0 0.0 0.0 • . to -43.34 1598 0.0 7.000 -0.0464 -0.325 Vel= 6.93 74 9.167 0.0 3.000 150 53.531 74 9167 34.66 1.5 0.0 0.0 0.0 to -8.68 1.598 0.0 3.000 -0.0023 -0.007 Vel = 1.39 83D 9.167 0.0 9.833 150 53.524 83D 9.167 0.0 1.5 0.0 0.0 0.0 . to -8.68 1598 0.0 9.833 -0.0024 -0.024 Vel= 1.39 84D 9.167 0.0 7.750 150 53.500 84D 9.167 0.0 1.5 0.0 0.0 0.0 to -8.68 0.0 7.750 -0.0023 -0.018 Vel = 1.39 85D 9.167 1.598 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams • •• •• •• • • • • -• • • • • • • • • •• • • •• • • • • •- ••• •• • • • • • AFP •ystems, Inc. '"' • • • • • : • • Greenburg Rd.Apartments ' ' • ' •••• :••••Page 8 Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pi to pe•. .':CFac?. "Pt •• Node2 Elev2 Fact or Ftrra• . • • • • Notes ****** Qt Act Eqv. Ln. Total • Pf/Fs.. : Pf •:. •.• ••• ••• • • •• •- • • 85D 9.167 0.0 1.5 0.0 •4.917• X15 •• •. to 53.•182 • • 86D 9.167 0.0 0.0 • ••• • • •01 • ::••8.68 1.598 0.0 4.917 -0.0024 -0.012 VeI = 1.39 86D 9.167 0.0 1.5 0.0 7.750 150 53.470 to 0.0 0.0 0.0 87D 9.167 -8.68 1.598 0.0 7.750 -0.0023 -0.018 VeI = 1.39 87D 9.167 0.0 1.5 0.0 12.833 150 53.452 to 0.0 0.0 0.0 75 9.167 -8.68 1.598 0.0 12.833 -0.0023 -0.030 Vel = 1.39 75 9.167 16.44 1.5 T 11.656 12.750 150 53.422 to 0.0 11.656 0.0 76 9.167 7.76 1.598 0.0 24.406 0.0019 0.047 VeI= 1.24 76 9.167 0.0 1.5 T 11.656 10.000 150 53.469 to 0.0 11.656 0.0 77 9.167 7.76 1.598 0.0 21.656 0.0019 0.041 VeI= 1.24 77 9.167 0.0 1.5 2E 11.656 45.000 150 53.510 to T 11.656 23.312 0.0 10 9.167 7.76 1.598 0.0 68.312 0.0019 0.132 VeI= 1.24 0.0 10 7.76 20 17.500 53.642 K Factor= 1.06 79.90 2.5 E 9.393 9.000 120 49.726 to 0.0 9.393 3.609 10 9.167 79.9 2.707 0.0 18.393 0.0167 0.307 Vel = 4.45 0.0 10 79.90 71 9.167 53.642 K Factor= 10.91 131.00 2.5 T 18.785 5.250 120 56.969 to 2E 18.785 37.570 TWR 9.167 131.0 2.707 0.0 42.820 0.0416 1.7827Vel= 7.30 TWR 9.167 0.0 2.5 Bvcb 7.827 7.500 120 58.751 to Fsp 0.0 7.827 6.104 **Fixed Loss=3 BWR 2 131.0 2.707 0.0 15.327 0.0416 0.638 Vel = 7.30 BWR 2 0.0 4 T 28.063 6.000 120 65.493 to E 14.032 42.095 UG5 -3 2.166 131.0 4.316 0.0 48.095 0.0043 0.206 VeI= 2.87 UG5 -3 0.0 4 2E 29.067 30.000 140 67.865 to F 5.813 63.947 -2.599 UG7 3 131.0 4.1 T 29.067 93.947 0.0042 0.390 VeI= 3.18 UG7 3 0.0 4 2E 29.067 94.000 140 65.656 to 2F 11.627 40.694 BF1 3 131.0 4.1 0.0 0.0 134.694 0.0041 0.558 VeI= 3.18 BF1 3 0.0 4 Zfc 0.0 5.000 140 66.214 to 0.0 0.0 BF2 3 131.0 4.1 0.0 5.000 0.0042 0.021 Vel = 3 Loss= 6.2 • BF2 3 0.0 4 T 29.067 37.000 140 72.435 to G 2.907 31.974 SRC 12 131.0 4.1 -3.898 0.0 68.974 0.0041 0.286 Vel= 3.18 100.00 SRC 200.00 Qa = 100.00 68.823 K Factor= 27.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations-FIaLea1-VVi9ia'ni ••: ••i • . • • • •• •• • ••• Page 9 • •• •• •• •• • • • • • AFP Systems, Inc. •• • • • • • • • Page 2.26.16 Greenburg Rd.Apartments •• • ••• • •• • •• a• Non Fitti • • Pipe CFact Pt ******* ****** t ode1 Elev1 K •• •• Q • . • •' • • Ftn s Pe Notes to • • oS • • g Node2 EIev2 Fact•• •'• Qt •Act,• Eqv.' tn. Total Pf/Ft Pf •• •• • • ••• ••• • • •- • • •• ••• ••• • • 00. • Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • Fittings Used Summary AFP Systems, Inc. Greenburg Rd.Apartments Page 10 Fitting Legend Date 2.26.16 Abbrev. Name '� 1 1'/< 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W E NFPA is 70'Standard Elbow 0 0 0 0 0 0 5 5 F 2 2 3 4 0 12 12 8 1 12 14 NFPA 13 45' 1 1 5 6 7 8 10 12 14 18 0 0 0 0 0 Fsp Flow Elbowor VSR 1 1 2 2 3 3 3 4 22 27 37 40 45 50 2861 FG NFPA Switch Gate ValverV Fitting generates a Fixed Loss Based on Flow 5 7 9 11 13 17 19 21 T 0 0 0 0 0 1 114 3 NFPA 13 90'Flow thru Tee 3 4 1 1 1 2 2 3 IZFebcoNFPA 856 5 6 8 10 12 15 17 20 4 5 6 7 8 101 10 Fitting generates a Fixed Loss Based on Flow 25 30 35 50 60 71 13 81 91 101 121 Units Summary •Diameter Units Inches • �•••• . , ••• Length Units Feet • Flow Units US Gallons per Minute • • • Pressure Units Pounds per Square Inch •• • • •• • • • •• • • Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. •• ••• • • •• • • Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors • • ••• •• •• of 120 except as noted with*. The fittings marked with a *show equivalent lengths values ••. • • supplied by manufacturers based on specific pipe diameters and CFactors and they require no �•+'•� • adjustment. All values for fittings not marked with a *will be adjusted in the calculation • •••• • • • for CFactors of other than 120 and diameters other than Sched 40 per NFPA. • • S ••.••• • • • •• • • • •••• Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i•el • • ••• •• •'� Test#: 1202 TUALAcT1N VAU. '�.WA R:DISTRICT FIRE H/DRANT t1 :15W TES's REPORT Hydrant ID#: 1 S1W26D38FH5C .. •• • • ••• ••• Loc_ S�1 GRONIStiRGRD 8SW SUMMIT DR Date: 211612016 Test made bv: HERB&JAMES Time:. 11:30 Witness: Project name: Discharge coefficient: .906 Inside dia. of outlet= 2.5 inches 0 psi Pitot 2 = Pito=g = 7 psi Observed flow rate = 446.75 gpm Flow method: HOSE MONSTER Static pressure: 78 psi Residual pressure: 73 psi z f t-tiw1L Flow at 20 si residual ressure calculated: 1678 gpm Location map: To be attached to test resort and to show which h drants were used to monitor residual ressure and flow. Gaae information: Static and residual pressure page: 3602536332 Pitot aaae: 2-A5F6U-20-1 Hydrant information: Year Make Notes ri Flow hydrant: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1S1W26D41FH50 1972 WATEROUS see map for location Remarks: 2 PORT HYDRANT The mapping,flow or pressure information contained herein reflects electsconditions tothe system date and pp time of the test. Tualatin Valley Water District makes no representation may differ from the f • lows to meet herein fire flow requirements. Future system of subsequent modifications to the district's t s system andlor flows reported herein because callibration because flow and pressure may vary by time of day and season. Test gage information available upon request. --±___J 1 p. awVry N . i'-' . 1��fini i 'D`�' u 1 1 . Iilki- i 2 1 ry`•Irina -GV m ••• I i.6991 • • 6111 •• •••. , o J 1 • ••• •• . Ell �� • •• • ••• -- ilii • •• • i _ GV • •• ••• • 16067 y \'/ 111111 /. •• •w• • ! UMM ••• • r a • 6f ::.b SI C1 risb************4% i ) I' cP -1 : , ; 1110 lovi. . , I _.<6 . !LA/ Name% irev a• - �' • 17080 A 1 ani o °4'1 1 i. 1 1I li, 1imil 1 I V I 'V j 1 • W _ ILI 11 W I Q I I I e I I j :1 6-CV 15066 I e. ,-- CLSPNSQ- ' .i ' 0- )4.1 j I N 7 � j • • • • • • • .. • . • • • • . .. • ••• • •• . ••. . • ••. • •• •• • • • ••• • • •• • . •• . . .• . . . • • • •• • • ... • • • ••• •• •••• Ell _ _ _ 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.2 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #2 Contract : 16020 Data File : Bldg. 2 Wet Hydraulic Calc. 3rd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •• . • • • . • • • •• ••• •• .• • • • • • • • • ••• • • • • Page 1 ••• • • : .•: • •••. AFP Systems, Inc. Date 2.26.16 Greenburg Rd.Apartments HSYDVALM IC CALCULATIONS • • . . .. ... . . for • • • • ••• • Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 2 Date: 3/8/16 Design Remote area number: #2 Remote area location: 3rd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SgFt 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 63.1 -Psi Total water required(including hose streams): 203.1 -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.) PROpt. �r OREGON ah V.Y13 V431, C. S Expires:, 6//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 5.847 C2-Residual Flow : 446.75 D2 System Flow : 103.105 D2-System Pressure : 63.114 Hose( Demand ) : 100 D3-System Demand :203.105 Safety Margin : 13.723 150 140 130 p 120 R110 E 100 . . S g0 ., .. S 80 C1 .... .. • • . . U 70 _ D2 • C2 • R 60 0 . .. E 50 D3 • •• . 40 i 30 • • • . . 0400 20 •••• 10 i . . . .300 350 . . . , . . . . . . . . . . . . . . . . , . . . . 50 100 150 200 250 FLOW( N ^ 1.85) 400 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . • Y r Flow Summary - NFPA.204. • •• • • V. • • • . • Page 3 •• • • • •••• • • • ••: : • AFP Systems, Inc. Date 2.26.16 Greenburg Rd.Apartments •• •• • • **e./PiPpY ANALYSIS • • • •• ••• ••• • • Node at Static ••Residual ••• •:• Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.837 203.1 63.114 NODE ANALYSIS Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node H51 25.5 4.2 38.46 26.05 H52 25.5 4.2 37.44 25.7 H53 25.5 4.2 37.15 25.6 H54 25.5 4.2 37.61 25.76 20 17.5 46.08 51B 17.5 44.86 61B 17.5 44.83 21 17.5 44.79 62B 17.5 43.93 52B 17.5 43.88 63B 17.5 43.85 53B 17.5 43.84 22 17.5 44.2 23 17.5 44.35 24 17.5 44.42 25 17.5 44.66 54B 17.5 44.65 64B 17.5 44.75 26 17.5 44.95 27 17.5 45.55 30 17.5 45.78 31 17.5 45.78 32 17.5 45.79 33 17.5 45.79 34 17.5 45.81 10 9.167 49.89 71 9.167 52.03 91D 9.167 51.74 90D 9.167 51.45 89D 9.167 51.15 72 9.167 50.74 73 9.167 50.09 82D 9.167 50.03 74 9.167 49.82 83D 9.167 49.81 84D 9.167 49.8 85D 9.167 49.79 86D 9.167 49.78 87D 9.167 49.77 75 9.167 49.75 76 9.167 49.78 77 9.167 49.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • • • • 41 .. . . • • • Flow Summary - NFPA 2007 • • • • • I • •• • 00 AFP Systems, Inc. •' ' • . • • • • Greenburg Rd. Apartments • ... • Page 4 ••• •. Date 2.26.16 NODE ANALYSAB•Eicortt?) • • •• •• • •• •. • • Pressure Disch�Rj,e • "• • Node Tag Elevation Node Type at Node at Node Notes TWR 9.167 53.17 BWR 2.0 59.68 UG5 -3.0 61.98 UG7 3.0 59.63 BF1 3.0 59.99 BF2 3.0 66.83 SRC 12.0 63.11 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. • . . . . • • • • • • S. • ••. .. Final Calculations - Hazen-y' illjawns -.2007 •• • • • Page 5 • • • • • . AFP Systems, Inc. ' ••• ' "' • Date 2.26.16 Greenburg Rd.Apartments '_ Pipe CFact Pt ****** Node1 Elev1 K • Cha:••I••• ..:terry• ••• Ftng's Pe ******* Notes or• • Total Pf/Ft Pf to 4t•• ••• ..Act. Et1v.•• Li Node2 Elev2 Fact H51 25.500 4.20 26.05 1 T 9.563 9.250 150 38.460 2E 7.65 17.212 3.465 to 26.05 1.101 0.0 26.462 0.1109 2.935 Vel= 8.78 51B 17.500 0.0 44.860 K Factor= 3.89 51B 26.05 H52 25.500 4.20 25.70 1 T 9.563 10.250 150 37.441 2E 7.65 17.212 3.465 to 25.7 1.101 0.0 27.462 0.1082 2.971 Vel= 8.66 52B 17.500 0.0 43.877 K Factor= 3.88 52B 25.70 H53 25.500 4.20 25.60 1 T 9.563 12.833 150 37.152 2E 7.65 17.212 3.465 to 25.6 1.101 0.0 30.045 0.1074 3.227 Vel = 8.63 53B 17.500 0.0 43.844 K Factor= 3.87 53B 25.60 H54 25.500 4.20 25.76 1 T 9.563 11.833 150 37.614 3E 11.475 21.037 3.465 to 25.76 1.101 0.0 32.870 0.1087 3.572 Vel= 8.68 54B 17.500 0.0 44.651 K Factor= 3.86 54B 25.76 20 17.500 -45.61 1.25 T 9.523 2.833 150 46.00.084 51B 17.50084 0.0 9.523 to -45.61 1.394 0.0 12.356 -0.0991 -1.224 Vel= 9.59 51B 17.500 26.05 1.25 0.0 1.500 150 44.8600.0 0.0 0.0 to -19.56 1.394 0.0 1.500 -0.0207 -0.031 Vel = 4.11 61B 17.500 61B 17.500 0.0 1.25 0.0 2.000 150 40.0 21 17.500 29 0.0 0.0 to -19.56 1.394 0.0 2.000 -0.0210 -0.042 Vel= 4.11 9.523 8.500 150 44.787 21 17.500 -11.21 1.25 T 0.0 9.523 0.0 to -30.77 1.394 0.0 18.023 -0.0478 -0.862 Vel= 6.47 62B 17.500 62B 17.500 0.0 1.25 0.0 1.000 150 40025 0.0 0.0 to -30.77 1.394 0.0 1.000 -0.0480 -0.048 Vel = 6.47 52B 17.500 4.762 13.917 150 43.877 52B 17.500 25.70 1.25 E 0.0 4.761 0.0 to -5.07 1.394 0.0 18.678 -0.0017 -0.031 Vel= 1.07 63B 17.500 63B 17.500 0.0 1.25 0.0 0.750 150 40 04 6 0.0 0.0 to -5.07 1.394 0.0 0.750 -0.0027 -0.002 Vel= 1.07 53B 17.500 53B 17.500 25.60 1.25 0.0 15.500 150 40 044 0.0 0.0 to 20.53 1.394 0.0 15.500 0.0226 0.351 Vel= 4.32 22 17.500 22 17.500 -10.48 1.25 E 4.762 21.333 150 44.1950.0 4.761 0.0 to 10.05 1.394 0.0 26.094 0.0061 0.158 Vel = 2.11 23 17.500 4.762 6.167 150 44.353 23 17.500 0.0 1.25 E 0.0 4.761 0.0 to 10.05 1.394 0.0 10.928 0.0060 0.066 Vel= 2.11 24 17.500 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 Ripe ... OFa t• •'Pt :'• Node2 Elev2 Fact or Ftag's • • : : •F'e ******* Qt Act Eqv. Ln. Taal : fit• • : : Notes ****** 24 17.500 10.48 1.25 0.0 10.500 150 44.419 to 25 17.500 0.0 0.0 0.0 20.53 1.394 0.0 10.500 0.0226 0.237 Vel= 4.32 25 17.500 -27.55 1.25 0.0 1.667 150 44.656 to 0.0 0.0 0.0 54B 17.500 7.02 1.394 0.0 1.667 -0.0030 -0.005 Vel = 1.48 54B 17.500 25.76 1.25 0.0 5.250 150 44.651 to 0.0 0.0 0.0 64B 17.500 18.74 1.394 0.0 5.250 0.0192 0.101 Vel= 3.94 64B 17.500 0.0 1.25 0.0 10.583 150 44.752 to 0.0 0.0 0.0 26 17.500 18.74 1.394 0.0 10.583 0.0191 0.202 Vel = 3.94 26 17.500 11.21 1.25 0.0 13.000 150 44.954 to 0.0 0.0 0.0 27 17.500 29.95 1.394 0.0 13.000 0.0455 0.591 Vel= 6.30 27 17.500 -14.55 1.25 0.0 17.500 150 45.545 to 30 17.500 0.0 0.0 0.0 15.4 1.394 0.0 17.500 0.0133 0.233 Vel= 3.24 30 17.500 -12.60 1.25 0.0 10.500 150 45.778 to 31 17.500 0.0 0.0 0.0 2.8 1.394 0.0 10.500 0.0006 0.006 Vel = 0.59 31 17.500 -1.43 1.25 E 4.762 21.333 150 45.784 to 32 17.500 0.0 4.761 0.0 1.37 1.394 0.0 26.094 0.0002 0.004 Vel= 0.29 32 17.500 0.0 1.25 E 4.762 6.167 150 45.788 to 0.0 4.761 0.0 33 17.500 1.37 1.394 0.0 10.928 0.0002 0.002 Vel= 0.29 33 17.500 1.43 1.25 E 4.762 39.667 150 45.790 to 0.0 4.761 0.0 34 17.500 2.8 1.394 0.0 44.428 0.0006 0.025 Vel = 0.59 34 17.500 14.54 1.25 T 9.523 6.750 150 45.815 to 0.0 9.523 0.0 20 17.500 17.34 1.394 0.0 16.273 0.0165 0.269 Vel= 3.65 200.0 17.34 46.084 22 17.500 10.48 1.25 2T 19.046 15.167 150 44.195 K Factor= 2.55 to 24 17.500 0.0 19.047 0.0 10.48 1.394 0.0 34.214 0.0065 0.224 VeI= 2.20 2 0.0 4 10.48 44.4121 17.500 11.20 1.25 2T 109.:(0)46 .500 150 44.789 K Factor= 1.57 to 26 17.500 1 .:g40(7:1 9.047 0.0 11.2 1.394 00 22.547 0.0074 0.167 Vel= 2.35 260.0 11.20 34 17.500 -14.54 1.25 2T 19.046 3.500 150 45. K Factor= 1.67 to 0.0 19.047 0.0 45.081515 27 17.500 -14.54 1.394 0.0 22.547 -0.0120 -0.270 Vel= 3.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. • • • • • . . . . • . , Final Calculations - Haion-Villjaiais� :•• ••• • • • • • Page 7 AFP Systems, Inc. • "' • ••• • • Date 2.26.16 Greenburg Rd.Apartments .•( a•°: Nprs ,Fjttirtg• •;• Pipe CFact Pt ***** * Notes• ****** tode1 Elev1 K • • •. •.. •..or Ftng's Pe Node2 Elev2 Fact .•&t% : /Cot: •Av.:. L . Total Pf/Ft Pf 0.0 45.545 K Factor= -2.15 27 -14.54 33 17.500 -1.43 1.25 2T 19.046 15.167 150 45.790.0 0 0.0 19.047 to 0.0 34.214 -0.0002 -0.006 Vel= 0.30 31 17.500 -1.43 1.394 0.0 45.784 K Factor= -0.21 31 -1.43 25 17.500 27.55 1.25 2T 19.046 11.250 150 43 656 to 2E 9.523 28.570 74 9.167 27.55 1.394 0.0 39.820 0.0390 1.553 Vel = 5.79 0.0 49.818 K Factor= 3.90 74 27.55 30 17.500 12.61 1.25 2T 19.046 11.250 150 43.609 to 2E 9.523 28.570 75 9.167 12.61 1.394 0.0 39.820 0.0092 0.366 Vel= 2.65 0.0 49.753 K Factor= 1.79 75 12.61 10 9.167 68.98 1.5 E 5.828 13.667 150 490:80 71 9.167 91 0.0 5.828 to 68.98 1.598 0.0 19.495 0.1096 2.136 Vel= 11.03 71 9.167 -103.10 1.5 E 5.828 3.667 150 50.027 0.0 5.828 to 91D 9.167 -34.12 1.598 0.0 9.495 -0.0298 -0.283 Vel= 5.46 91D 9.167 0.0 1.5 0.0 9.833 150 50.044 0.0 0.0 to 90D 9.167 -34.12 1.598 0.0 9.833 -0.0298 -0.293 Vel= 5.46 90D 9.167 0.0 1.5 0.0 10.000 150 50 051 0.0 0.0 to -34.12 1.598 0.0 10.000 -0.0298 -0.298 Vel= 5.46 890 9.167 89D 9.167 0.0 1.5 T 11.656 2.250 150 510:1053 0.0 11.656 to 72 9.167 -34.12 1.598 0.0 13.906 -0.0298 -0.414 Vel= 5.46 72 9.167 0.0 1.5 T 11.656 10.000 150 50.039 0.0 11.656 to -34.12 1.598 0.0 21.656 -0.0298 -0.645 Vel= 5.46 73 9.167 73 9.167 0.0 1.5 0.0 2.250 150 50.094 0.0 0.0 to -34.12 1.598 0.0 2.250 -0.0302 -0.068 Vel= 5.46 820 9.167 82D 9.167 0.0 1.5 0.0 7.000 150 50.026 0.0 0.0 to 74 9.167 -34.12 1.598 0.0 7.000 -0.0297 -0.208 Vel= 5.46 74 9.167 27.55 1.5 0.0 3.000 150 40.018 0.0 0.0 to -6.57 1.598 0.0 3.000 -0.0013 -0.004 Vel = 1.05 83D 9.167 83D 9.167 0.0 1.5 0.0 9.833 150 40 014 0.0 0.0 to 84D 9.167 -6.57 1.598 0 0 9.833 -0.0014 -0.014 Vel = 1.05 84D 9.167 0.0 1.5 0.0 7.750 150 40.000 0.0 0.0 to 0 0 7.750 -0.0014 -0.011 Vel= 1.05 85D 9.167 -6.57 1.598 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 • •� a t' :'Ft •' to • RI Node2 Elev2 Fact or Ftbie ••• g's • • • :41:9e i : ******* Notes ****** Qt Act Eqv. Ln. Total .i. 'P• : : : F f 85D 9.167 0.0 1.5 0.0 4.917 150 49.789 to 0.0 0.0 86D 9.167 -6.57 1.598 0.0 0.0 4.917 -0.0014 -0.007 Vel = 1.05 86D 9.167 0.0 1.5 0.0 7.750 150 49.782 to 0.0 0.0 0.0 87D 9.167 -6.57 1.598 0.0 7.750 -0.0014 -0.011 Vel = 1.05 87D 9.167 0.0 1.5 0.0 12.833 150 49.771 to 0.0 0.0 0.0 75 9.167 -6.57 1.598 0.0 12.833 -0.0014 -0.018 VeI= 1.05 75 9.167 12.60 1.5 T 11.656 12.750 150 49.753 to 0.0 11.656 76 9.167 6.03 1.598 0.0 0.0 24.406 0.0012 0.029 Vel= 0.96 76 9.167 0.0 1.5 T 11.656 10.000 150 49.782 to 0.0 11.656 77 9.167 6.03 1.598 0.0 0.0 21.656 0.0012 0.026 Vel= 0.96 77 9.167 0.0 1.5 2E 11.656 45.000 150 49.808 to T 11.656 23.312 10 9.167 6.03 1.598 0.0 0.0 68.312 0.0012 0.083 Vel= 0.96 100.0 6.03 20 17.500 49.891 K Factor= 0.85 to 62.95 2.5 E 9.393 9.000 120 46.084 10 9.167 0.0 9.393 3.609 62.95 2.707 0.0 18.393 0.0108 0.198 Vel= 3.51 100.0 62.95 49.891 K Factor= 8.91 71 9.167 103.10 2.5 T 18.785 5.250 120 52.027 to 2E 18.785 37.570 TWR 9.167 103.1 2.707 0.0 0.0 42.820 0.0267 1.144 Vel= 5.75 TWR 9.167 0.0 2.5 Bvcb 7.827 7.500 120 53.171 to Fsp 0.0 7.827 BWR 2 103.1 2.707 0.0 15.327 0.0268 0.410 VeF 5 75 ss=3 BWR 2 0.0 4 T 28.063 6.000 120 59.685 to E 14.032 42.095 UG5 -3 103.1 4.316 2.166 0.0 48.095 0.0027 0.132 Vel= 2.26 UG5 -3 0.0 4 2E 29.067 30.000 140 61.983 to UG7 3 F 5.813 63.947 -2.599 103.1 4.1 T 29.067 93.947 0.0027 0.250 Vel = 2.51 UG7 3 0.0 4 2E 29.067 94.000 140 59.634 to 2F 11.627 40.694 BF1 3 103.1 4.1 0.0 0.0 134.694 0.0027 0.359 Vel = 2.51 ' BF1 3 0.0 4 Zfc 0.0 5.000 140 59.993 to 0.0 0.0 BF2 3 103.1 4.1 0.0 5.000 0.0026 0.013 Vel= 2 51 ss=6.822 BF2 3 0.0 4 T 29.067 37.000 140 66.828 to G 2.907 31.974 SRC 12 103.1 4.1 -3.898 0.0 68.974 0.0027 0.184 VeI= 2.51 SRC 100.00 203.10 Qa = 100.00 63.114 K Factor= 25.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. . • • • •• • • • • . • • • S Final Calculations - Ha;Sn-WilliaMs ••� • • • • • • • • Page 9 • . AFP Systems, Inc. • "' • •'• • • Date 2.26.16 Greenburg Rd.Apartments •5 a•S•NNorn .F�ittirt?' •;' Pipe CFact Pt Notes ****** t ode1 Elev1 K • • . . . . • r• • Ftng's Pe ******* to � .• •: ••: :••—• Total Pf/Ft Pf Node2 EIev2 Fact •fit• : Act: F tly. Ln. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary 10 AFP Systems, Inc. Greenburg Rd.Apartments Date 2.e 2. 26.16 Fitting Legend Abbrev. Name 1/2 3/ 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 E NFPA is 90'Standard Elbow 10 5 5 0 12 12 8 11 12 14 0 0 0 0 0 F NFPA 13 90'Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 ••" • • • • or 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 • ••..S.:::::::;:::::1 • • • • • • •• • ••• ••• Test#: 1202 TUALATIN /MI4 ;V TER DISTRICT FIRE HYDRAN'' FLOW TEST REPORT Hydrant ID#: 1S1W26D38FH5C Location: SW GREENBURG RD&SW SUMMIT DR Date: 2/16/2016 a 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 = o psi Observed flow rate = 446.75 gpm Flow method: HOSE MONSTER 4 psi Residual pressure: Static pressure: 78 73 psi I t/►}1�7-43 IA, F 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: Nores Hydrant IP 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. �/ t111(' 1 . . � . 1 • 2ne ' 'urR a 699, I �f • ' 1 • I \� •• • •• • Ellil I a J `Irl \i" bib, abk •'''' ... 4 Ei ••• • • • ••• •• • 1 iii °V \ NM • • •• / 067 /� •• Pi ::zine• lona • •• •• •••••• 0 ... T DR. IC-D(.3 q C C .... 1 z A', 11II111IIGii1 • •••• #7080 , i y.e§ r Ili .v Ell / I w 111Pill • w Q j In. 14111 1 inn Q Q / t t �RI R�, • f /5066 P imr/ e'a scv„ Mill a I O " 0 4K,j III C / / .1112 F/ 7 J • • •• •• •• • • • • • • • • • • • • • • • •• • • • • • •• •• • • • • • • ••• • • •• • • • • • • •• • ••• • •• • • • •S • ••• • • to •• • • • i • ♦ • • • • • •• ••• •• • • • • • _ _ _ 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.2 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #1 Contract : 16020 Data File : Bldg.2 Dry Hydraulic Calc..WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • • S. • •• • • • • • •• ••• • • • • • • • • • • • • . .. • • • • .. ••• j • • AFP Systems, Inc. • 41 • • • •• Greenburg Rd.Apartments Page 1 Date 2.26.16 HYDRAULIC CALCt/L,4IKONS • • • •. • • •• • : ••• for • • • • . • • .1141 • ... • • Project name: Greenburg Road Apartments ... ... 41 1". +• Location: 9550 SW Greenburg Road, Tigard, OR 97220 • • � • • • • 3 Drawing no: FP-2 Bldg. 2 • • ••• 0,0 .+ 1 ` • Date: 3/8/16 • ... Design Remote area number: #1 Remote area location: Building#2 Attic Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: Entire Area-SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: Tyco TY2131 1/2" Q.R. 4.2 Uprights 200° No. of sprinklers calculated: 38 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 509.6-GPM Type of system: Dry @ 39.7- Psi Volume of dry or preaction system: 86-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.) PRpFFs ' 5433OPE s� 5..Vr OREGON Yt3 ,al C. ' Expires: 6I/b Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AFP Systems, Inc. Greenburg Rd.Apartments Paget2 Date 2.26.16 City Water Supply: Cl -Static Pressure 78 Demand: C2- Residual Pressure: 73 D1 -Elevation : 10.827 C2- Residual Plow : 446.75 D2-System Flow : 509.646 D2-System Pressure : 57.486 Hose( Demand ) : 100 D3-System Demand : 609.646 Safety Margin : 11.627 150 140 130 p 120 R 110 E 100 S 90 •••• • • Cl • • • S 80 •••• C2 •••., • • U 70 • R 60 D2 • • • • • • •• E 50 .. D3 • • • • • w♦••• • • • 40 30 •••• • •• •.-- • • • • • • 20 • • 10 D1 .. . . . . . . . . . . 100 200 300 400 500 . . . .600 . .700 FLOW( N ^ 1.85) 800 900 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 SUPPLYANALySJS.•; .•. ••• • . •••• • ••• • •. • •• Node at Static Residual A8allaQle • ' • :.. .:. •.' Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 COM l3;• .•. Wa.65'. :'. 57.486 • • • • . •.• ••• •• • • • • . • • • ••. . . • •.• • • NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 9.7 13.08 1B 30.0 10.45 H2 30.0 4.2 10.58 13.66 H3 30.0 4.2 10.93 13.88 H4 30.0 4.2 11.63 14.32 H7 30.0 4.2 11.88 14.47 H6 30.0 4.2 12.0 14.55 H5 30.0 4.2 12.34 14.76 59B 30.0 13.71 H8 30.0 4.2 12.75 15.0 H9 30.0 4.2 12.85 15.06 H10 30.0 4.2 12.3 14.73 H11 30.0 4.2 12.42 14.8 H12 30.0 4.2 12.9 15.08 57B 30.0 13.41 H13 37.0 4.2 8.19 12.02 13B 37.0 8.63 H14 37.0 4.2 8.74 12.42 H15 37.0 4.2 9.03 12.62 H16 37.0 4.2 9.62 13.03 H19 37.0 4.2 9.75 13.12 H18 37.0 4.2 9.85 13.18 H17 37.0 4.2 10.24 13.44 58B 37.0 11.38 H2O 30.0 4.2 8.82 12.48 20B 30.0 9.29 H21 30.0 4.2 9.41 12.88 H22 30.0 4.2 9.72 13.1 H23 30.0 4.2 10.31 13.48 H24 30.0 4.2 10.39 13.54 H25 30.0 4.2 10.5 13.61 H26 30.0 4.2 10.91 13.87 69B 30.0 12.01 H27 37.0 4.2 9.11 12.68 H28 37.0 4.2 9.19 12.73 H29 37.0 4.2 8.16 12.0 • H30 37.0 4.2 8.25 12.07 H31 37.0 4.2 8.5 12.24 67B 37.0 9.55 H32 30.0 4.2 8.59 12.31 32B 30.0 9.04 H33 30.0 4.2 9.16 12.71 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• cpng: .•• ••: •: ••• • •• •• • • • •• • ••• • • • • • • • • Pressure DiSgRa�e •• • • Node Tag Elevation Node Type at Node at Node ••• • Notes H34 30.0 4.2 9.47 tz.92•:• • • •• •• H35 30.0 4.2 H38 30.0 4.2 10.120431 1 '•• :•• •• • • H37 30.0 4.2 3.36.:. 10.23 13.43 H36 30.0 4.2 10.63 13.69 68B 30.0 11.71 59A 27.5 20.13 58A 27.5 19.97 57A 27.5 20.0 69A 27.5 17.86 68A 27.5 17.44 67A 27.5 17.54 60 27.5 18.1 50 27.5 20.21 40 27.5 21.08 TDR 9.5 33.0 BDR 2.0 39.78 UG5 -3.0 44.5 UG7 3.0 46.71 BF1 3.0 53.6 BF2 3.0 57.86 SRC 12.0 57.49 100.0 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 • ••• ••• ••• •• •• • • •• • • • • • • • • • • • •• • • AFP Systems, Inc. ie •• • • • • Greenburg Rd.Apartments • ••• :•• Page 5 Date 2.26.16 • Node1 Elev1 K Qa Nom Fitting Pip2• ••; CFgat. ••;Pt •- to •- or Fttg$ :' • .• •• Pe ; re*.*"** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. TOtpr ; Pf/Pt.. ; Pf .;. •.• ••• ••• • • •• •• H1 30 4.20 13.08 1 T 3 50.568 5. • • 1• • . • • • Q �.. �..• :695. . to 0.0 3.56$ •:• • • . C;0; ..• 1B 30 13.08 1.049 0.0 9.068 0.0831 0.754 Vel = 4.86 1B 30 0.0 1.25 E 3.539 6.500 100 10.449 to 0.0 3.539 0.0 H2 30 13.08 1.53 0.0 10.039 0.0131 0.132 Vel = 2.28 H2 30 4.20 13.66 1.25 0.0 7.000 100 10.581 to 0.0 0.0 0.0 H3 30 26.74 1.53 0.0 7.000 0.0497 0.348 Vel = 4.67 H3 30 4.20 13.88 1.25 0.0 6.500 100 10.929 to 0.0 0.0 0.0 H4 30 40.62 1.53 0.0 6.500 0.1075 0.699 Vel = 7.09 H4 30 4.20 14.33 1.25 T 7.078 4.000 100 11.628 to 0.0 7.078 0.0 59B 30 54.95 1.53 0.0 11.078 0.1882 2.085 Vel= 9.59 0.0 59B 54.95 13.713 K Factor= 14.84 H7 30 4.20 14.47 1.25 0.0 7.500 100 11.878 to 0.0 0.0 0.0 H6 30 14.47 1.53 0.0 7.500 0.0159 0.119 Vel = 2.53 H6 30 4.20 14.55 1.25 0.0 6.000 100 11.997 to 0.0 0.0 0.0 H5 30 29.02 1.53 0.0 6.000 0.0578 0.347 Vel = 5.06 H5 30 4.20 14.76 1.25 T 7.078 4.000 100 12.344 to 0.0 7.078 0.0 59B 30 43.78 1.53 0.0 11.078 0.1236 1.369 Vel= 7.64 59B 30 54.95 1.25 T 7.078 2.500 100 13.713 to 0.0 7.078 1.083 59A 27.500 98.73 1.53 0.0 9.578 0.5564 5.329 Vel= 17.23 0.0 59A 98.73 20.125 K Factor= 22.01 H8 30 4.20 15.00 1.25 0.0 6.000 100 12.750 to 0.0 0.0 0.0 H9 30 15.0 1.53 0.0 6.000 0.0170 0.102 Vel = 2.62 H9 30 4.20 15.05 1.25 T 7.078 2.000 100 12.852 to 0.0 7.078 0.0 57B 30 30.05 1.53 0.0 9.078 0.0616 0.559 Vel = 5.24 0.0 57B 30.05 13.411 K Factor= 8.21 H10 30 4.20 14.73 1.25 0.0 7.500 100 12.298 to 0.0 0.0 0.0 H11 30 14.73 1.53 0.0 7.500 0.0165 0.124 Vel = 2.57 H11 30 4.20 14.80 1.25 0.0 8.000 100 12.422 to 0.0 0.0 0.0 H12 30 29.53 1.53 0.0 8.000 0.0596 0.477 Vel= 5.15 H12 30 4.20 15.09 1.25 0.0 4.000 100 12.899 to 0.0 0.0 0.0 57B 30 44.62 1.53 0.0 4.000 0.1280 0.512 Vel = 7.79 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 Pim ••: CFott ••:Pt .: ••• to or Fir9:s :• • •• .• Pe : :,.*:**** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. T841 l:tPf/ . Pf ..• • • . •.• ••• • • •• •• • • 57B 30 30.05 1.25 T 7.078 9.500 : 1(:G• :•:13.411: to 0.0 7.07$ •:. •.• : : ;.0:3:•• 57A 27.500 74.67 1.53 0.0 16.578 0.3319 5.502 Vel= 13.03 0.0 57A 74.67 19.996 K Factor= 16.70 H13 37 4.20 12.02 1 T 3.568 2.500 100 8.195 to 0.0 3.568 0.0 13B 37 12.02 1.049 0.0 6.068 0.0710 0.431 Vel = 4.46 13B 37 0.0 1.25 E 3.539 6.500 100 8.626 to 0.0 3.539 0.0 H14 37 12.02 1.53 0.0 10.039 0.0114 0.114 Vel= 2.10 H14 37 4.20 12.42 1.25 0.0 7.000 100 8.740 to 0.0 0.0 0.0 H15 37 24.44 1.53 0.0 7.000 0.0420 0.294 Vel = 4.26 H15 37 4.20 12.62 1.25 0.0 6.500 100 9.034 to 0.0 0.0 0.0 H16 37 37.06 1.53 0.0 6.500 0.0909 0.591 Vel= 6.47 H16 37 4.20 13.03 1.25 T 7.078 4.000 100 9.625 to 0.0 7.078 0.0 58B 37 50.09 1.53 0.0 11.078 0.1586 1.757 Vel = 8.74 0.0 58B 50.09 11.382 K Factor= 14.85 H19 37 4.20 13.12 1.25 0.0 7.500 100 9.752 to 0.0 0.0 0.0 H18 37 13.12 1.53 0.0 7.500 0.0133 0.100 Vel= 2.29 H18 37 4.20 13.18 1.25 0.0 8.000 100 9.852 to 0.0 0.0 0.0 H17 37 26.3 1.53 0.0 8.000 0.0481 0.385 Vel = 4.59 H17 37 4.20 13.44 1.25 T 7.078 4.000 100 10.237 to 0.0 7.078 0.0 58B 37 39.74 1.53 0.0 11.078 0.1034 1.145 Vel= 6.93 58B 37 50.09 1.25 T 7.078 2.500 100 11.382 to 0.0 7.078 4.114 58A 27.500 89.83 1.53 0.0 9.578 0.4672 4.475 Vel= 15.68 0.0 58A 89.83 19.971 K Factor= 20.10 H2O 30 4.20 12.48 1 T 3.568 2.500 100 8.823 to 0.0 3.568 0.0 20B 30 12.48 1.049 0.0 6.068 0.0761 0.462 Vel = 4.63 20B 30 0.0 1.25 E 3.539 6.500 100 9.285 to 0.0 3.539 0.0 H21 30 12.48 1.53 0.0 10.039 0.0122 0.122 Vel = 2.18 H21 30 4.20 12.88 1.25 0.0 7.000 100 9.407 to 0.0 0.0 0.0 H22 30 25.36 1.53 0.0 7.000 0.0450 0.315 Vel= 4.43 H22 30 4.20 13.09 1.25 0.0 6.000 100 9.722 to 0.0 0.0 0.0 H23 30 38.45 1.53 0.0 6.000 0.0972 0.583 Vel= 6.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • ••• ••• •• • • • • •• • • • • • • • • •• • • •• • • AFP Systems, Inc. ••• • •I. • • • • . • • • • • . . • . Greenburg Rd. Apartments • ' ' • •. Page 7 Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipt. 1~ to D • ••: CF@e4 ti ":Pt .: .1" or Ft g$ .• P8 : :**** Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. TAO : Pf/R.f,. : Pt .:. •.' ••• ••• • • •• •• H23 30 4.20 13.49 1.25 T 7.078 3.004 : 110.• :.:10:.305: : to 0.0 7.074 •:. .• : • 010: :.• 69B 30 51.94 1.53 0.0 10.078 0.1696 1.709 Vel = 9.06 0.0 69B 51.94 12.014 K Factor= 14.99 H24 30 4.20 13.54 1.25 0.0 8.000 100 10.388 to 0.0 0.0 0.0 H25 30 13.54 1.53 0.0 8.000 0.0141 0.113 Vel= 2.36 H25 30 4.20 13.61 1.25 0.0 8.000 100 10.501 to 0.0 0.0 0.0 H26 30 27.15 1.53 0.0 8.000 0.0511 0.409 Vel = 4.74 H26 30 4.20 13.87 1.25 T 7.078 3.000 100 10.910 to 0.0 7.078 0.0 69B 30 41.02 1.53 0.0 10.078 0.1095 1.104 Vel = 7.16 69B 30 51.93 1.25 T 7.078 2.500 100 12.014 to 0.0 7.078 1.083 69A 27.500 92.95 1.53 0.0 9.578 0.4977 4.767 Vel = 16.22 0.0• 69A 92.95 17.864 K Factor= 21.99 H27 37 4.20 12.68 1.25 0.0 6.000 100 9.115 to 0.0 0.0 0.0 H28 37 12.68 1.53 0.0 6.000 0.0125 0.075 Vel = 2.21 H28 37 4.20 12.73 1.25 T 7.078 1.000 100 9.190 to 0.0 7.078 67B 37 25.41 1.53 0.0 8.078 0.0452 0.3653Vel= 4.43 0.0 67B 25.41 9.555 H29 37 4.20 12.00 1.25 0.0 8.000 100 8.163 K Factor= 8.22 to 0.0 0.0 0.0 H30 37 12.0 1.53 0.0 8.000 0.0112 0.090 Vel = 2.09 H30 37 4.20 12.07 1.25 0.0 6.000 100 8.253 to 0.0 0.0 0.0 H31 37 24.07 1.53 0.0 6.000 0.0410 0.246 Vel = 4.20 H31 37 4.20 12.24 1.25 T 7.078 5.000 100 8.499 to 0.0 7.078 0.0 67B 37 36.31 1.53 0.0 12.078 0.0874 1.056 Vel= 6.34 67B 37 25.41 1.25 T 7.078 9.500 100 9.555 to 0.0 7.078 4.114 67A 27.500 61.72 1.53 0.0 16.578 0.2334 3.869 Vel= 10.77 0.0 67A 61.72 17.538 K Factor= 14.74 H32 30 4.20 12.31 1 T 3.568 2.500 100 8.593 to 0.0 3.568 • 326 30 0.0 12.31 1.049 0.0 6.068 0.0742 0.450 Vel = 4.57 32B 30 0.0 1.25 E 3.539 6.500 100 9.043 to 0.0 3.539 0.0 H33 30 12.31 1.53 0.0 10.039 0.0119 0.119 Vel = 2.15 H33 30 4.20 12.71 1.25 0.0 7.000 100 9.162 to 0.0 0.0 0.0 H34 30 25.02 1.53 0.0 7.000 0.0440 0.308 Vel= 4.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .•. •• .• •• . : : . . . . . . . . . . . AFP Systems, Inc. ••• •• • • • • . . . • • • • • • • Greenburg Rd. Apartments • • • •• Paget8 Date 2.26.16 Node1 Elev1 K Qa Nom Fitting P to ea .': CFa'cx ":Pt .: ... Node2 Elev2 Fact or F n1s•• • •• •• Pe : :LT."' Notes ****** Qt Act Eqv. Ln. Tbtdi : Pf/EY. : Pf .:. '.' •.• ••• • • •• •• • • H34 30 4.20 12.93 1.25 0.0 6.005 : 100• ••• q 0• to 0.0 0.0 : .:. ••• : : 0. 7 . H35 30 37.95 1.53 0.0• ••0.0948 • 48 H35 30 4.20 13.31 1.25 T 7.078 3.000 100 10.039 Vel= 6.62 to 0.0 7.078 0.0 68B 30 51.26 1.53 0.0 10.078 0.1655 1.668 Vel= 8.95 0.0 68B 51.26 H38 30 4.20 13.36 1.25 11.707 K Factor= 14.98 to 0.0 8.000 100 10.120 0.0 0.0 0.0 H37 30 13.36 1.53 0.0 8.000 0.0138 0.110 Vel = 2.33 H37 30 4.20 13.43 1.25 0.0 8.000 100 10.230 to 0.0 0.0 H36 30 26.79 1.53 0.0 99 0.399 H36 30 4.20 13.70 1.25 T 7.078 3.000 100 10.629 Vel = 4.67 to 0.0 7.078 68B 30 40.49 1.53 0.0 • 68B 30 0.0 10.078 0.1070 1.078 Vel= 7.07 51.25 1.25 T 7.078 2.500 100 11.707 to 0.0 7.078 1.083 68A 27.500 91.74 1.53 0.0 9.578 0.4857 4.652 Vel= 16.01 0.0 68A 91.74 59A 27.500 17.442 K Factor= 21.97 98.73 4 T 20.029 4.833 100 20.125 to 0.0 20.029 0.0 50 27.500 98.73 4.316 0.0 24.862 0.0036 0.089 Vel = 2.17 50 0.0 98.73 20.214 K Factor= 21.96 58A 27.500 89.83 4 0.0 8.500 100 19.971 to 0.0 0.0 0.0 57A 27.500 89.83 4.316 0.0 8.500 0.0029 0.025 Vel = 1.97 57A 27.500 74.67 4 T 20.029 3.667 100 19.996 to 0.0 20.029 0.0 50 27.500 164.5 4.316 0.0 23.696 0.0092 0.218 Vel = 3.61 50 0.0 164.50 20.214 K Factor= 36.59 69A 27.500 92.95 3 T 15.632 4.833 100 17.864 to 0.0 15.631 0.0 60 27.500 92.95 3.316 0.0 20.464 0.0115 0.235 Vel= 3.45 60 0.0 • 92.95 18.099 K Factor= 21.85 68A 27.500 91.74 3 0.0 8.500 100 17.442 to 0.0 0.0 0.0 67A 27.500 91.74 3.316 0.0 8.500 0.0113 0.096 Vel= 3.41 67A 27.500 61.73 3 T 15.632 3.667 100 17.538 to 0.0 15.631 0.0 60 27.500 153.47 3.316 0.0 19.298 0.0291 0.561 Vel= 5.70 60 27.500 92.95 3 T 15.632 27.000 100 18.099 to 0.0 15.631 0.0 40 27.500 246.42 3.316 0.0 42.631 0.0699 2.979 Vel= 9.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • •• .• • . • • •.• • • • • • • • • •• • • •• • • • • •.• •• •• • •• •• •. •• * AFP Systems, Inc. ••• • •• . • . . • • • • Greenburg Rd.Apartments • • • • • • •• Page 9 • • • • • • • Date 2.26.16 4. Node1 Elev1 K Qa Nom Fitting • •• to P♦de •. CFc ••..Pt .: . Node2 Elev2 Fact or Ftn 's:• • •• •• P : : **** Notes ****** Qt Act Eqv. Ln. TVI : Pf/ l. : Pt •:. ••. ••• •••• • • •• •• • • 0.0 ▪ . . • . •.. • • •• • • 40 • • 246.42 • ••• : •. 50 27.500 : •:• :2i.48:•8•.• K Factor= 53.67 . 263.23 4 T 20.029 19.500 100 20.214 to 0.0 20.029 40 27.500 263.23 4.316 0.0 0.0 39.529 0.0219 0.864 Vel = 5.77 40 27.500 246.42 4 3E 30.043 25.583 100 21.078 to 0.0 30.043 7.79 TDR 9.500 509.65 4.316 0.0 55.626 0.0743 4.131 Vel= 11.18 TDR 9.500 0.0 4 Bvcb 12.017 7.500 100 33.005 to D 28.04 40.058 BDR 2 509.65 4.316 3.248 0.0 47.558 0.0742 3.531 Vel = 11.18 BDR 2 0.0 4 T 28.063 6.000 120 39.784 to E 14.032 42.095 UG5 -3 509.65 4.316 2.166 0.0 48.095 0.0530 2.549 Vel= 11.18 UG5 -3 0.0 4 2E 29.067 30.000 140 44.499 to UG7 3 F 5.813 63.947 -2.599 509.65 4.1 T 29.067 93.947 0.0512 4.807 VeI= 12.38 UG7 3 0.0 4 2E 29.067 94.000 140 46.707 to 2F 11.627 40.694 BF1 3 509.65 4.1 0.0 0.0 134.694 0.0512 6.892 Vel = 12.38 BF1 3 0.0 4 Zfc 0.0 5.000 140 53.599 to 0.0 0.0 BF2 3 509.65 4.1 0.0 5.000 0.0512 0.256 Vel Fix 12 3o8ss=4 BF2 3 0.0 4 T 29.067 37.000 140 57.855 to G 2.907 31.974 SRC 12 509.65 4.1 -3.898 0.0 68.974 0.0512 3.529 Vel = 12.38 SRC 100.00 609.65 Qa = 100.00 57.486 K Factor= 80.41 • 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 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 D Dry Rel D E NFPA 13 90'Standard Elbow 1 28 47 F NFPA 13 90'Stand 1 1 21 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 NFPA 13 Gate Bowe 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 • • ressure 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 • •. .. ,. • , • • •• ••. •• • •• • ,•• • . •• . • • •.• •• :• . 5 . . , . .. . . . . . . . . TUALATIN VALLEY WATER DISTRiali• •r• est.• #: •1202. FIRE HYDRANT FLOW TEST REPORT Hydrant' ID #:"1S1W26D38FH5C Location: SW GREENBURG RD&SW SUMMIT DR : : : ' • i • ` • ' ll Test made b : HERB&JAMES Wit_ Time: 11:30 Project name Discharge coefficient: ,906 r; Inside dia. of outlet= 2.5 inches Pitot reading = Pitot 2 = o psi 7 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 '' 2f► /zotb Location man• To be attached to test resort and to show which h drants were used to monitor residual ressure and flow. Gage information: Static and residual aressure gage: 3602536332 Pitot gage: 2-A5F6U-20-1 Hydrant information- Hrant lD 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. - 2 .j ' lY rim . lli#i i 1 1 ••••••••••• ••••••• •••• ••••• • • 1 2.„ • tt° jrlITR 69g� I.II., 1 ,-1I,, ON 11I1.11l11k111•\1 . ,.1 1,1,, '4,'''.i1i1,iiiii01,.'.7)) •••• : fir • •• 16067 ►r CC '"1.. 8 • •• • • ••• •••• 2rrat 1111111 .: ***11/14%************; • • cf f^ �II �'•• V211.11. • •••• UMM T DR. ila m (C� 14111 emm....��.. 1 ��` a7oao c, I >iu_ 1 alli o T" I I 1 1 PIA ;Ar,, ,NF • 1 • iii rr f o i 1 IvMI IGJ _� Wil /II Q i111 f 11111111111 • IIIIIIII i [.i i