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Report (22) 1".16."4 RECEIVED MAR 2 8 2016 CITY OF 1IGARD BUILDING DIVISION _ _ _ Fire Protection by Computer Design AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd.Apartments Building : FP-2 Bldg. 6 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #3 Contract : 16020 Data File : Bldg.6 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 2/24/16 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 6 Date: 3/8/16 Design Remote area number: #3 Remote area location: 2nd Floor Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 4 HEADS -SqFt Coverage per sprinkler: 324-SqFt Type of sprinklers calculated: Tyco TY2234 1/2" Q.R. 4.9 Pend 155° No. of sprinklers calculated: 4 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 229.7-GPM @ 68.4-Psi Type of system: Wet Volume of dry or preaction system: n/a-Gal Water supply information Date: 2/16/16 Location: SW Greenburg&SW Summit Dr. Source: Tualatin Valley Water Dist. Name of contractor: AFP Systems, Inc. Address: 19435 SW 129th Ave,Tualatin, OR Phone number: 503.692.9284 Name of designer: Ken Molinari Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) tip PROPe �►`'y '°9 �S r Vrk13 OREGON ACP C. Se Expires: 61/6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C r r AFP Systems, Inc. Page 2 Greenburg Rd.Apartments Date 2/24/16 City Water Supply: Demand: Cl -Static Pressure : 78 D1 - Elevation : 2.165 C2- Residual Pressure: 73 D2-System Flow : 129.743 C2- Residual Flow : 446.75 D2-System Pressure : 68.452 Hose( Demand ) : 100 D3-System Demand :229.743 Safety Margin : 8.087 150 140 130 p 120 R 110 E 100 S 90 S 80 Q 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 a AFP Systems, Inc. Page 3 Greenburg Rd.Apartments Date 2/24/16 A SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.539 229.74 68.452 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 260 17.5 47.23 215 17.5 46.6 220 17.5 46.23 221 17.5 45.73 51B 17.5 45.37 H41 17.0 4.9 43.72 32.4 41T 17.5 45.18 H42 17.0 4.9 43.72 32.4 52B 17.5 45.18 538 17.5 45.5 228 17.5 45.56 235 17.5 45.56 H 240 17.5 45.6 241 17.5 45.87 242 17.5 45.83 50T 17.5 45.82 58B 17.5 45.82 49T 17.5 45.82 59B 17.5 45.8 250 17.5 45.8 60B 17.5 45.87 251 17.5 46.39 255 17.5 46.83 222 17.5 45.96 61B 17.5 45.49 H44 17.0 4.9 43.84 32.45 44T 17.5 45.3 45T 17.5 45.35 54B 17.5 45.39 46T 17.5 45.4 H47 17.0 4.9 43.98 32.5 47T 17.5 45.45 243 17.5 45.59 55C 17.5 45.6 54C 17.5 45.57 10 8.5 51.99 15 8.5 51.52 20 8.5 51.29 25 8.5 51.18 26 8.5 51.03 ' 27 8.5 50.45 28 8.5 50.4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Flow Summary - NFPA 2007 AFP Systems, Inc. Page 4 MGreenburg Rd.Apartments Date 2/24/16 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 30 8.5 50.41 35 8.5 50.4 40 8.5 50.33 41 8.5 50.25 42 8.5 50.3 45 8.5 50.57 49 8.5 51.29 50 8.5 51.6 60 8.5 51.84 VERT. 0.0 51.08 21 8.5 51.1 37 8.5 50.43 36 8.5 50.43 22 8.5 50.48 TWR 9.5 54.11 BWR 2.0 63.7 UG1 -3.0 66.07 UG7 3.0 65.28 BF1 3.0 65.83 BF2 3.0 72.07 SRC 12.0 68.45 100.0 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 2/24/16 . 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 260 17.500 -17.95 1.25 2E 9.523 26.083 150 47.225 to 0.0 9.523 0.0 215 17.500 -17.95 1.394 0.0 35.606 -0.0176 -0.628 Vel= 3.77 215 17.500 -10.57 1.25 0.0 8.917 150 46.597 to 0.0 0.0 0.0 220 17.500 -28.52 1.394 0.0 8.917 -0.0416 -0.371 Vel = 6.00 220 17.500 11.65 1.25 E 4.762 26.500 150 46.226 to 0.0 4.761 0.0 221 17.500 -16.87 1.394 0.0 31.261 -0.0157 -0.492 Vel = 3.55 221 17.500 -14.13 1.25 0.0 7.583 150 45.734 to 0.0 0.0 0.0 51B 17.500 -31.0 1.394 0.0 7.583 -0.0485 -0.368 Vel = 6.52 51B 17.500 0.0 1.25 0.0 3.917 150 45.366 to 0.0 0.0 0.0 41T 17.500 -31.0 1.394 0.0 3.917 -0.0485 -0.190 Vel= 6.52 0.0 41T -31.00 45.176 K Factor= -4.61 H41 17 4.90 32.40 1 T 9.563 0.500 150 43.722 to 0.0 9.562 -0.217 41T 17.500 32.4 1.101 0.0 10.062 0.1661 1.671 Vel= 10.92 41T 17.500 -31.00 1.25 0.0 13.500 150 45.176 to 0.0 0.0 0.0 - 52B 17.500 1.4 1.394 0.0 13.500 0.0002 0.003 Vel = 0.29 0.0 52B 1.40 45.179 K Factor= 0.21 H42 17 4.90 32.40 1 T 9.563 0.500 150 43.724 to 0.0 9.562 -0.217 52B 17.500 32.4 1.101 0.0 10.062 0.1662 1.672 Vel = 10.92 52B 17.500 1.40 1.25 0.0 5.583 150 45.179 to 0.0 0.0 0.0 53B 17.500 33.8 1.394 0.0 5.583 0.0570 0.318 Vel = 7.11 53B 17.500 -7.75 1.25 0.0 1.833 150 45.497 to 0.0 0.0 0.0 228 17.500 26.05 1.394 0.0 1.833 0.0349 0.064 Vel = 5.48 228 17.500 -25.37 1.25 E 4.762 24.666 150 45.561 to 0.0 4.761 0.0 235 17.500 0.68 1.394 0.0 29.427 0 0.001 Vel = 0.14 235 17.500 10.00 1.25 0.0 6.167 150 45.562 to 0.0 0.0 0.0 240 17.500 10.68 1.394 0.0 6.167 0.0068 0.042 Vel= 2.25 240 17.500 2.07 1.25 E 4.762 23.500 150 45.604 to 0.0 4.761 0.0 241 17.500 12.75 1.394 0.0 28.261 0.0094 0.265 Vel= 2.68 241 17.500 -32.67 1.25 0.0 1.833 150 45.869 to 0.0 0.0 0.0 242 17.500 -19.92 1.394 0.0 1.833 -0.0213 -0.039 Vel= 4.19 242 17.500 16.24 1.25 0.0 6.333 150 45.830 _ to 0.0 0.0 0.0 50T 17.500 -3.68 1.394 0.0 6.333 -0.0009 -0.006 Vel = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �Jinal Calculations - Hazen-Williams AFP Systems, Inc. Page 6 �Greenburg Rd.Apartments Date 2/24/16 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 50T 17.500 0.0 1.25 0.0 7.750 150 45.824 to 0.0 0.0 0.0 58B 17.500 -3.68 1.394 0.0 7.750 -0.0010 -0.008 Vel = 0.77 58B 17.500 0.0 1.25 0.0 0.833 150 45.816 to 0.0 0.0 0.0 49T 17.500 -3.68 1.394 0.0 0.833 0 0.0 Vel = 0.77 49T 17.500 0.0 1.25 E 4.762 9.167 150 45.816 to 0.0 4.761 0.0 59B 17.500 -3.68 1.394 0.0 13.928 -0.0010 -0.014 Vel= 0.77 59B 17.500 0.0 1.25 0.0 4.000 150 45.802 to 0.0 0.0 0.0 250 17.500 -3.68 1.394 0.0 4.000 -0.0008 -0.003 Vel = 0.77 250 17.500 21.94 1.25 0.0 4.083 150 45.799 to 0.0 0.0 0.0 60B 17.500 18.26 1.394 0.0 4.083 0.0181 0.074 Vel = 3.84 60B 17.500 0.0 1.25 E 4.762 14.250 150 45.873 to T 9.523 14.284 0.0 251 17.500 18.26 1.394 0.0 28.534 0.0182 0.520 Vel = 3.84 251 17.500 24.92 1.25 0.0 4.917 150 46.393 to 0.0 0.0 0.0 255 17.500 43.18 1.394 0.0 4.917 0.0897 0.441 Vel = 9.08 255 17.500 10.58 1.25 0.0 2.917 150 46.834 to 0.0 0.0 0.0 260 17.500 53.76 1.394 0.0 2.917 0.1340 0.391 Vel = 11.30 260 17.500 17.94 2 T 21.161 8.500 150 47.225 to 0.0 21.162 3.898 60 8.500 71.7 2.215 0.0 29.662 0.0240 0.712 Vel = 5.97 0.0 60 71.70 51.835 K Factor= 9.96 220 17.500 -11.65 1.25 T 9.523 24.583 150 46.226 to 0.0 9.523 0.0 222 17.500 -11.65 1.394 0.0 34.106 -0.0079 -0.270 Vel = 2.45 222 17.500 -10.79 1.25 T 9.523 8.000 150 45.956 to 0.0 9.523 0.0 61B 17.500 -22.44 1.394 0.0 17.523 -0.0267 -0.468 Vel = 4.72 61B 17.500 0.0 1.25 0.0 6.917 150 45.488 to 0.0 0.0 0.0 44T 17.500 -22.44 1.394 0.0 6.917 -0.0266 -0.184 Vel = 4.72 0.0 44T -22.44 45.304 K Factor= -3.33 H44 17 4.90 32.45 1 T 9.563 0.500 150 43.844 to 0.0 9.562 -0.217 44T 17.500 32.45 1.101 0.0 10.062 0.1667 1.677 Vel = 10.94 44T 17.500 -22.44 1.25 0.0 7.833 150 45.304 to 0.0 0.0 0.0 45T 17.500 10.01 1.394 0.0 7.833 0.0059 0.046 Vel = 2.10 - 45T 17.500 0.0 1.25 0.0 6.250 150 45.350 to 0.0 0.0 0.0 54B 17.500 10.01 1.394 0.0 6.250 0.0061 0.038 Vel = 2.10 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 2/24/16 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 54B 17.500 0.0 1.25 0.0 1.250 150 45.388 to 0.0 0.0 0.0 46T 17.500 10.01 1.394 0.0 1.250 0.0056 0.007 Vel = 2.10 46T 17.500 0.0 1.25 T 9.523 18.333 150 45.395 to 0.0 9.523 0.0 235 17.500 10.01 1.394 0.0 27.856 0.0060 0.167 Vel= 2.10 0.0 235 10.01 45.562 K Factor= 1.48 250 17.500 -21.94 1.25 T 9.523 4.250 150 45.799 to 0.0 9.523 0.0 47T 17.500 -21.94 1.394 0.0 13.773 -0.0256 -0.353 Vel = 4.61 0.0 47T -21.94 45.446 K Factor= -3.25 H47 17 4.90 32.50 1 T 9.563 0.500 150 43.982 to 0.0 9.562 -0.217 47T 17.500 32.5 1.101 0.0 10.062 0.1671 1.681 Vel= 10.95 47T 17.500 -21.95 1.25 T 9.523 13.500 150 45.446 to 0.0 9.523 0.0 55C 17.500 10.55 1.394 0.0 23.023 0.0066 0.152 Vel = 2.22 0.0 55C 10.55 45.598 K Factor= 1.56 243 17.500 2.06 1.25 2T 19.046 16.333 150 45.592 to 0.0 19.047 0.0 240 17.500 2.06 1.394 0.0 35.380 0.0003 0.012 Vel = 0.43 0.0 240 2.06 45.604 K Factor= 0.31 215 17.500 10.58 1.25 2T 19.046 16.583 150 46.597 to 0.0 19.047 0.0 255 17.500 10.58 1.394 0.0 35.630 0.0067 0.237 Vel = 2.22 0.0 255 10.58 46.834 K Factor= 1.55 228 17.500 25.37 1.25 2T 19.046 9.000 150 45.561 to 0.0 19.047 3.898 28 8.500 25.37 1.394 0.0 28.047 0.0335 0.939 Vel= 5.33 0.0 28 25.37 50.398 K Factor= 3.57 241 17.500 32.67 1.25 0.0 9.000 150 45.869 to 0.0 0.0 3.898 41 8.500 32.67 1.394 0.0 9.000 0.0534 0.481 Vel= 6.87 0.0 41 32.67 50.248 K Factor= 4.61 251 17.500 -24.91 1.25 T 9.523 4.000 150 46.393 to 0.0 9.523 0.0 222 17.500 -24.91 1.394 0.0 13.523 -0.0323 -0.437 Vel = 5.24 222 17.500 10.78 1.25 T 9.523 10.000 150 45.956 to 0.0 9.523 0.0 221 17.500 -14.13 1.394 0.0 19.523 -0.0114 -0.222 Vel = 2.97 0.0 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 2/24/16 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 221 -14.13 45.734 K Factor= -2.09 242 17.500 -16.24 1.25 T 9.523 6.250 150 45.830 to 0.0 9.523 0.0 55C 17.500 -16.24 1.394 0.0 15.773 -0.0147 -0.232 Vel = 3.41 55C 17.500 10.55 1.25 0.0 2.750 150 45.598 to 0.0 0.0 0.0 243 17.500 -5.69 1.394 0.0 2.750 -0.0022 -0.006 Vel = 1.20 243 17.500 -2.06 1.25 0.0 6.167 150 45.592 to 0.0 0.0 0.0 54C 17.500 -7.75 1.394 0.0 6.167 -0.0036 -0.022 Vel = 1.63 54C 17.500 0.0 1.25 T 9.523 10.000 150 45.570 to 0.0 9.523 0.0 53B 17.500 -7.75 1.394 0.0 19.523 -0.0037 -0.073 Vel = 1.63 0.0 53B -7.75 45.497 K Factor= -1.15 10 8.500 -16.07 1.25 2E 9.523 23.500 150 51.994 to 0.0 9.523 0.0 15 8.500 -16.07 1.394 0.0 33.023 -0.0144 -0.475 Vel = 3.38 15 8.500 -5.97 1.25 0.0 8.917 150 51.519 to 0.0 0.0 0.0 20 8.500 -22.04 1.394 0.0 8.917 -0.0258 -0.230 Vel = 4.63 20 8.500 11.05 1.25 E 4.762 10.000 150 51.289 to 0.0 4.761 0.0 25 8.500 -10.99 1.394 0.0 14.761 -0.0071 -0.105 Vel = 2.31 25 8.500 0.0 1.25 E 4.762 16.583 150 51.184 to 0.0 4.761 0.0 26 8.500 -10.99 1.394 0.0 21.344 -0.0071 -0.152 Vel = 2.31 26 8.500 -7.54 1.25 0.0 31.000 150 51.032 to 0.0 0.0 0.0 27 8.500 -18.53 1.394 0.0 31.000 -0.0187 -0.581 Vel = 3.90 27 8.500 -4.94 1.25 0.0 1.833 150 50.451 to 0.0 0.0 0.0 28 8.500 -23.47 1.394 0.0 1.833 -0.0289 -0.053 Vel = 4.93 28 8.500 25.37 1.25 E 4.762 24.500 150 50.398 to 0.0 4.761 0.0 30 8.500 1.9 1.394 0.0 29.261 0.0003 0.008 Vel = 0.40 30 8.500 -6.85 1.25 0.0 6.167 150 50.406 to 0.0 0.0 0.0 35 8.500 -4.95 1.394 0.0 6.167 -0.0016 -0.010 Vel = 1.04 35 8.500 -3.62 1.25 E 4.762 9.000 150 50.396 to 0.0 4.761 0.0 40 8.500 -8.57 1.394 0.0 13.761 -0.0045 -0.062 Vel = 1.80 40 8.500 0.0 1.25 E 4.762 14.500 150 50.334 to 0.0 4.761 0.0 41 8.500 -8.57 1.394 0.0 19.261 -0.0045 -0.086 Vel = 1.80 41 8.500 32.67 1.25 0.0 1.833 150 50.248 to 0.0 0.0 0.0 42 8.500 24.1 1.394 0.0 1.833 0.0306 0.056 Vel = 5.07 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 2/24/16 _ 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 42 8.500 -11.55 1.25 E 4.762 24.000 150 50.304 to 0.0 4.761 0.0 45 8.500 12.55 1.394 0.0 28.761 0.0091 0.261 Vel = 2.64 45 8.500 7.78 1.25 E 4.762 18.167 150 50.565 to T 9.523 14.284 0.0 49 8.500 20.33 1.394 0.0 32.451 0.0222 0.722 Vel = 4.27 49 8.500 15.67 1.25 0.0 4.917 150 51.287 to 0.0 0.0 0.0 50 8.500 36.0 1.394 0.0 4.917 0.0639 0.314 Vel = 7.57 50 8.500 5.97 1.25 0.0 2.750 150 51.601 to 0.0 0.0 0.0 60 8.500 41.97 1.394 0.0 2.750 0.0851 0.234 Vel = 8.82 60 8.500 71.70 2 0.0 2.833 150 51.835 to 0.0 0.0 0.0 10 8.500 113.67 2.215 0.0 2.833 0.0561 0.159 Vel = 9.46 0.0 10 113.67 51.994 K Factor= 15.76 49 8.500 -15.67 1.25 T 9.523 4.000 150 51.287 to 0.0 9.523 0.0 21 8.500 -15.67 1.394 0.0 13.523 -0.0138 -0.186 Vel = 3.29 21 8.500 8.13 1.25 T 9.523 10.000 150 51.101 to 0.0 9.523 0.0 26 8.500 -7.54 1.394 0.0 19.523 -0.0035 -0.069 Vel= 1.59 0.0 26 -7.54 51.032 K Factor= -1.06 42 8.500 11.55 1.25 T 9.523 6.250 150 50.304 to 0.0 9.523 0.0 37 8.500 11.55 1.394 0.0 15.773 0.0078 0.123 Vel = 2.43 37 8.500 -7.79 1.25 0.0 2.750 150 50.427 to 0.0 0.0 0.0 36 8.500 3.76 1.394 0.0 2.750 0.0011 0.003 Vel = 0.79 36 8.500 3.62 1.25 T 9.523 6.167 150 50.430 to 0.0 9.523 0.0 22 8.500 7.38 1.394 0.0 15.690 0.0034 0.053 Vel = 1.55 22 8.500 -12.32 1.25 T 9.523 10.000 150 50.483 to 0.0 9.523 0.0 27 8.500 -4.94 1.394 0.0 19.523 -0.0016 -0.032 Vel = 1.04 0.0 27 -4.94 50.451 K Factor= -0.70 20 8.500 -11.05 1.25 T 9.523 16.583 150 51.289 to 0.0 9.523 0.0 21 8.500 -11.05 1.394 0.0 26.106 -0.0072 -0.188 Vel = 2.32 21 8.500 -8.12 1.25 0.0 31.000 150 51.101 to 0.0 0.0 0.0 22 8.500 -19.17 1.394 0.0 31.000 -0.0199 -0.618 Vel = 4.03 22 8.500 12.32 1.25 T 9.523 16.330 150 50.483 to 0.0 9.523 0.0 30 8.500 -6.85 1.394 0.0 25.853 -0.0030 -0.077 Vel = 1.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pine! Calculations - Hazen-Williams AFP Systems, Inc. Page 10 Greenburg Rd.Apartments Date 2/24/16 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 30 -6.85 50.406 K Factor= -0.96 45 8.500 -7.79 1.25 2T 19.046 17.750 150 50.565 to 0.0 19.047 0.0 37 8.500 -7.79 1.394 0.0 36.797 -0.0038 -0.138 Vel = 1.64 0.0 37 -7.79 50.427 K Factor= -1.10 36 8.500 -3.62 1.25 2T 19.046 17.333 150 50.430 to 0.0 19.047 0.0 35 8.500 -3.62 1.394 0.0 36.380 -0.0009 -0.034 Vel = 0.76 0.0 35 -3.62 50.396 K Factor= -0.51 15 8.500 5.97 1.25 2T 19.046 16.583 150 51.519 to 0.0 19.047 0.0 50 8.500 5.97 1.394 0.0 35.630 0.0023 0.082 Vel = 1.25 0.0 50 5.97 51.601 K Factor= 0.83 10 8.500 129.74 2 T 21.161 3.667 150 51.994 to E 10.581 31.742 -0.433 TWR 9.500 129.74 2.215 0.0 35.409 0.0719 2.546 Vel = 10.80 TWR 9.500 0.0 2 Bvca 8.403 7.000 120 54.107 to S 15.405 23.808 6.248 **Fixed Loss= 3 BWR 2 129.74 2.215 Fsp 0.0 30.808 0.1086 3.346 Vel = 10.80 BWR 2 0.0 4 T 21.855 4.000 120 63.701 to E 10.928 32.783 2.166 UG1 -3 129.74 4.1 0.0 36.783 0.0054 0.199 Vel = 3.15 UG1 -3 0.0 4 2E 29.067 375.000 140 66.066 to 2F 11.627 69.761 -2.599 UG7 3 129.74 4.1 T 29.067 444.761 0.0041 1.811 Vel = 3.15 UG7 3 0.0 4 2E 29.067 94.000 140 65.278 to 2F 11.627 40.694 0.0 BF1 3 129.74 4.1 0.0 134.694 0.0041 0.548 Vel= 3.15 BF1 3 0.0 4 Zfc 0.0 5.000 140 65.826 to 0.0 0.0 6.222 **Fixed Loss=6.222 BF2 3 129.74 4.1 0.0 5.000 0.0042 0.021 Vel = 3.15 BF2 3 0.0 4 T 29.067 37.000 140 72.069 to G 2.907 31.974 -3.898 SRC 12 129.74 4.1 0.0 68.974 0.0041 0.281 Vel = 3.15 100.00 Qa= 100.00 SRC 229.74 68.452 K Factor= 27.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP Systems, Inc. Page 11 Greenburg Rd.Apartments Date 2/24/16 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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. x Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . a 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 2 f 1',,Zo t` Flow at 20psi residual pressure (calculated): 1678 gpm '' 6. Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residual pressure gage: 3602536332 Pitot gage: 2-A5F6U-20-1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1 S1 W26D38FH50 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 and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. • } i (^A1/4.../' i 1 I CE II A ES ST. 1 J o • 2°d•tS'wirs Bg9 r n4 it , 7 4 F Q NUJ j Cr lJ aty •' ; II /6067 r )� � f —z� 1. I11 pi a ml • Fi f:Y 66 I( n 1,65 ;��rz , --.% . . w -� 6• • �g7oao t ° 0 ? 1 I f I 6 w w WC:s W m q P.A.... i , BORDERS °7 f _ b #5066 e p f.'• IP o 6. v 6•a 6 6V :•U - 7 n % CY II ,' I_ I I I ,r C A — - 44f.Mdlia% _ _ _ 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. 6 Location : 9550 SW Greenburg Road,Tigard, OR 97220 System : #1 Contract : 16020 Data File : Bldg. 6 Dry Hydraulic Calc.2.23.16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1 Greenburg Rd. Apartments Date 2.23.16 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 6 Date: 3/8/16 Design Remote area number: #1 Remote area location: Building#6 Attic Occupancy classification: Light Hazard Density: .1 -Gpm/SqFt Area of application: 2565-SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: Tyco TY2131 1/2" Q.R. 4.2 Uprights 200° No. of sprinklers calculated: 35 In-rack demand: n/a-GPM Hose streams: 100-GPM Total water required(including hose streams): 543.6- GPM @ 60.9-Psi Type of system: Dry Volume of dry or preaction system: 125-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.) PROrk- 444 54330PE cc VitorY/3OREGON,4,1**C. EV— Expires: 6I/6 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 2.23.16 City Water Supply: Demand: Cl -Static Pressure : 78 D1 - Elevation : 10.827 C2- Residual Pressure: 73 D2-System Flow : 443.617 C2- Residual Flow : 446.75 D2-System Pressure : 60.906 Hose( Demand ) : 100 D3-System Demand : 543.617 Safety Margin : 9.906 150 140 130 p 120 R 110 E 100 S 90 S 80 0- C2 U 70 — — — D2 R 60 E 50 D3 40 30 20 10 D1 100 200 300 400 500 600 700 800 900 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 m AFP Systems, Inc. Page 3 Greenburg Rd. Apartments Date 2.23.16 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 70.811 543.62 60.906 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 8.87 12.51 H2 30.0 4.2 8.93 12.55 H3 30.0 4.2 9.11 12.68 H4 30.0 4.2 9.52 12.96 H5 30.0 4.2 9.27 12.79 H6 30.0 4.2 9.31 12.81 H7 30.0 4.2 9.46 12.92 69B 30.0 10.28 H8 37.0 4.2 8.31 12.11 H9 37.0 4.2 8.33 12.12 H10 37.0 4.2 8.38 12.16 H11 37.0 4.2 8.16 12.0 H12 37.0 4.2 8.17 12.01 H13 37.0 4.2 8.23 12.05 H14 37.0 4.2 8.34 12.13 68B 37.0 8.62 H15 33.0 4.2 8.34 12.13 H16 33.0 4.2 8.41 12.18 H17 33.0 4.2 8.72 12.4 65B 33.0 9.79 H18 29.5 4.2 8.3 12.1 18B 29.5 9.14 H19 29.5 4.2 9.14 12.7 H2O 29.5 4.2 9.31 12.82 H21 29.5 4.2 9.62 13.03 H22 29.5 4.2 10.24 13.44 H23 29.5 4.2 11.0 13.93 23B 29.5 11.28 H24 27.5 4.2 10.77 13.78 H25 27.5 4.2 11.46 14.22 H26 27.5 4.2 12.16 14.64 H27 28.0 4.2 8.33 12.12 H28 28.0 4.2 8.36 12.15 H29 28.0 4.2 8.5 12.24 H30 28.0 4.2 8.87 12.51 H31 28.0 4.2 8.2 12.03 H32 28.0 4.2 8.25 12.07 H33 28.0 4.2 8.43 12.19 H34 28.0 4.2 8.8 12.46 63B 28.0 9.84 ` H36 33.0 4.2 12.22 14.68 61B 33.0 12.63 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 2.23.16 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 69A 27.5 14.04 68A 27.5 14.08 67A 27.5 13.15 66A 27.5 13.17 65A 27.5 13.3 63A 27.5 13.22 64A 27.5 13.86 62A 27.5 14.38 61A 27.5 15.22 31 27.5 15.23 30 27.5 16.43 TDR 9.5 27.42 BDR 2.0 33.4 UG1 -3.0 37.54 UG7 3.0 52.54 BFI 3.0 57.88 BF2 3.0 62.07 SRC 12.0 60.91 100.0 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 2.23.16 . 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 H1 30 4.20 12.51 1.5 0.0 8.000 100 8.874 to 0.0 0.0 0.0 H2 30 12.51 1.74 0.0 8.000 0.0066 0.053 Vel= 1.69 H2 30 4.20 12.55 1.5 0.0 8.000 100 8.927 to 0.0 0.0 0.0 H3 30 25.06 1.74 0.0 8.000 0.0235 0.188 Vel = 3.38 H3 30 4.20 12.68 1.5 0.0 8.000 100 9.115 to 0.0 0.0 0.0 H4 30 37.74 1.74 0.0 8.000 0.0503 0.402 Vel = 5.09 H4 30 4.20 12.96 1.5 T 8.334 0.500 100 9.517 to 0.0 8.334 0.0 69B 30 50.7 1.74 0.0 8.834 0.0866 0.765 Vel = 6.84 0.0 69B 50.70 10.282 K Factor= 15.81 H5 30 4.20 12.79 1.5 0.0 6.000 100 9.269 to 0.0 0.0 0.0 H6 30 12.79 1.74 0.0 6.000 0.0068 0.041 Vel= 1.73 H6 30 4.20 12.81 1.5 0.0 6.000 100 9.310 to 0.0 0.0 0.0 H7 30 25.6 1.74 0.0 6.000 0.0245 0.147 Vel = 3.45 H7 30 4.20 12.92 1.5 T 8.334 7.500 100 9.457 to 0.0 8.334 0.0 • 69B 30 38.52 1.74 0.0 15.834 0.0521 0.825 Vel = 5.20 69B 30 50.69 1.5 T 8.334 2.500 100 10.282 to 0.0 8.334 1.083 69A 27.500 89.21 1.74 0.0 10.834 0.2465 2.671 Vel= 12.04 0.0 69A 89.21 14.036 K Factor= 23.81 H8 37 4.20 12.11 2 0.0 8.000 100 8.313 to 0.0 0.0 0.0 H9 37 12.11 2.215 0.0 8.000 0.0019 0.015 Vel= 1.01 H9 37 4.20 12.12 2 0.0 8.000 100 8.328 to 0.0 0.0 0.0 H10 37 24.23 2.215 0.0 8.000 0.0069 0.055 Vel = 2.02 H10 37 4.20 12.16 2 T 9.995 6.500 100 8.383 to 0.0 9.995 0.0 68B 37 36.39 2.215 0.0 16.495 0.0145 0.239 Vel = 3.03 0.0 68B 36.39 8.622 K Factor= 12.39 H11 37 4.20 12.00 2 0.0 6.000 100 8.163 to 0.0 0.0 0.0 H12 37 12.0 2.215 0.0 6.000 0.0018 0.011 Vel= 1.00 H12 37 4.20 12.01 2 0.0 8.000 100 8.174 to 0.0 0.0 0.0 H13 37 24.01 2.215 0.0 8.000 0.0068 0.054 Vel = 2.00 H13 37 4.20 12.05 2 0.0 8.000 100 8.228 to 0.0 0.0 0.0 H14 37 36.06 2.215 0.0 8.000 0.0142 0.114 Vel = 3.00 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 2.23.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H14 37 4.20 12.13 2 T 9.995 1.500 100 8.342 to 0.0 9.995 0.0 68B 37 48.19 2.215 0.0 11.495 0.0244 0.280 Vel = 4.01 68B 37 36.39 2 T 9.995 9.500 100 8.622 to 0.0 9.995 4.114 68A 27.500 84.58 2.215 0.0 19.495 0.0690 1.345 Vel = 7.04 0.0 68A 84.58 14.081 K Factor= 22.54 H15 33 4.20 12.13 1.25 0.0 6.333 100 8.342 to 0.0 0.0 0.0 H16 33 12.13 1.53 0.0 6.333 0.0115 0.073 Vel = 2.12 H16 33 4.20 12.18 1.25 0.0 7.333 100 8.415 to 0.0 0.0 0.0 H17 33 24.31 1.53 0.0 7.333 0.0416 0.305 Vel = 4.24 H17 33 4.20 12.41 1.25 T 7.078 4.917 100 8.720 to 0.0 7.078 0.0 65B 33 36.72 1.53 0.0 11.995 0.0893 1.071 Vel = 6.41 65B 33 0.0 1.25 T 7.078 5.500 100 9.791 to 0.0 7.078 2.382 65A 27.500 36.72 1.53 0.0 12.578 0.0893 1.123 Vel= 6.41 0.0 65A 36.72 13.296 K Factor= 10.07 H18 29.500 4.20 12.10 1 E 1.427 6.667 100 8.300 to T 3.568 4.995 0.0 18B 29.500 12.1 1.049 0.0 11.662 0.0719 0.839 Vel = 4.49 18B 29.500 0.0 1.5 0.0 0.750 100 9.139 to 0.0 0.0 0.0 H19 29.500 12.1 1.74 0.0 0.750 0.0067 0.005 Vel = 1.63 H19 29.500 4.20 12.70 1.5 0.0 7.333 100 9.144 to 0.0 0.0 0.0 H2O 29.500 24.8 1.74 0.0 7.333 0.0230 0.169 Vel= 3.35 H2O 29.500 4.20 12.82 1.5 0.0 6.167 100 9.313 to 0.0 0.0 0.0 H21 29.500 37.62 1.74 0.0 6.167 0.0499 0.308 Vel= 5.08 H21 29.500 4.20 13.03 1.5 0.0 7.167 100 9.621 to 0.0 0.0 0.0 H22 29.500 50.65 1.74 0.0 7.167 0.0865 0.620 Vel = 6.83 H22 29.500 4.20 13.44 1.5 0.0 7.750 100 10.241 to 0.0 0.0 0.0 23B 29.500 64.09 1.74 0.0 7.750 0.1337 1.036 Vel = 8.65 0.0 23B 64.09 11.277 K Factor= 19.09 H23 29.500 4.20 13.93 1 E 1.427 1.500 100 11.004 • to 0.0 1.427 0.0 23B 29.500 13.93 1.049 0.0 2.927 0.0933 0.273 Vel = 5.17 23B 29.500 64.09 1.5 E 4.167 1.167 100 11.277 to 0.0 4.167 0.866 66A 27.500 78.02 1.74 0.0 5.334 0.1925 1.027 Vel = 10.53 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 2.23.16 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 66A 78.02 13.170 K Factor= 21.50 H24 27.500 4.20 13.78 1 0.0 7.583 100 10.766 to 0.0 0.0 0.0 H25 27.500 13.78 1.049 0.0 7.583 0.0915 0.694 Vel = 5.12 H25 27.500 4.20 14.22 1 T 3.568 1.417 100 11.460 to 0.0 3.568 0.0 67A 27.500 28.0 1.049 0.0 4.985 0.3398 1.694 Vel = 10.39 0.0 67A 28.00 13.154 K Factor= 7.72 H26 27.500 4.20 14.64 1 T 3.568 6.167 100 12.157 to 0.0 3.568 0.0 67A 27.500 14.64 1.049 0.0 9.735 0.1024 0.997 Vel = 5.43 0.0 67A 14.64 13.154 K Factor= 4.04 H27 28 4.20 12.12 1.5 0.0 6.000 100 8.326 to 0.0 0.0 0.0 H28 28 12.12 1.74 0.0 6.000 0.0060 0.036 Vel= 1.64 H28 28 4.20 12.14 1.5 0.0 6.000 100 8.362 to 0.0 0.0 0.0 H29 28 24.26 1.74 0.0 6.000 0.0222 0.133 Vel = 3.27 H29 28 4.20 12.25 1.5 0.0 8.000 100 8.495 to 0.0 0.0 0.0 H30 28 36.51 1.74 0.0 8.000 0.0472 0.378 Vel = 4.93 H30 28 4.20 12.51 1.5 T 8.334 3.500 100 8.873 to 0.0 8.334 0.0 63B 28 49.02 1.74 0.0 11.834 0.0815 0.964 Vel = 6.61 0.0 63B 49.02 9.837 K Factor= 15.63 H31 28 4.20 12.03 1.5 0.0 8.000 100 8.205 to 0.0 0.0 0.0 H32 28 12.03 1.74 0.0 8.000 0.0060 0.048 Vel = 1.62 H32 28 4.20 12.07 1.5 0.0 8.000 100 8.253 to 0.0 0.0 0.0 H33 28 24.1 1.74 0.0 8.000 0.0220 0.176 Vel = 3.25 H33 28 4.20 12.19 1.5 0.0 8.000 100 8.429 to 0.0 0.0 0.0 H34 28 36.29 1.74 0.0 8.000 0.0466 0.373 Vel = 4.90 H34 28 4.20 12.46 1.5 T 8.334 4.500 100 8.802 to 0.0 8.334 0.0 63B 28 48.75 1.74 0.0 12.834 0.0806 1.035 Vel= 6.58 63B 28 49.02 1.5 T 8.334 2.500 100 9.837 to 0.0 8.334 0.217 63A 27.500 97.77 1.74 0.0 10.834 0.2920 3.164 Vel= 13.19 • 0.0 63A 97.77 13.218 K Factor= 26.89 H36 33 4.20 14.68 1 T 3.568 0.500 100 12.216 to 0.0 3.568 0.0 61B 33 14.68 1.049 0.0 4.068 0.1030 0.419 Vel = 5.45 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 2.23.16 • 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 61B 33 0.0 1.25 T 7.078 5.500 100 12.635 to 0.0 7.078 2.382 61A 27.500 14.68 1.53 0.0 12.578 0.0164 0.206 Vel= 2.56 0.0 61A 14.68 15.223 K Factor= 3.76 69A 27.500 89.21 4 0.0 15.000 100 14.036 to 0.0 0.0 0.0 68A 27.500 89.21 4.316 0.0 15.000 0.0030 0.045 Vel = 1.96 68A 27.500 84.58 4 T 20.029 9.583 100 14.081 to 0.0 20.029 0.0 62A 27.500 173.79 4.316 0.0 29.612 0.0101 0.300 Vel = 3.81 0.0 62A 173.79 14.381 K Factor= 45.83 67A 27.500 42.64 3 0.0 5.750 100 13.154 to 0.0 0.0 0.0 66A 27.500 42.64 3.316 0.0 5.750 0.0028 0.016 Vel= 1.58 66A 27.500 78.02 3 0.0 6.750 100 13.170 to 0.0 0.0 0.0 • 65A 27.500 120.66 3.316 0.0 6.750 0.0187 0.126 Vel = 4.48 65A 27.500 36.72 3 0.0 18.500 100 13.296 to 0.0 0.0 0.0 • 64A 27.500 157.38 3.316 0.0 18.500 0.0305 0.564 Vel = 5.85 0.0 64A 157.38 13.860 K Factor= 42.27 63A 27.500 97.77 2.5 T 13.407 5.500 100 13.218 to 0.0 13.407 0.0 64A 27.500 97.77 2.707 0.0 18.907 0.0340 0.642 Vel = 5.45 64A 27.500 157.37 3 0.0 7.000 100 13.860 to 0.0 0.0 0.0 62A 27.500 255.14 3.316 0.0 7.000 0.0744 0.521 Vel = 9.48 62A 27.500 173.80 4 0.0 15.667 100 14.381 to 0.0 0.0 0.0 31 27.500 428.94 4.316 0.0 15.667 0.0540 0.846 Vel = 9.41 0.0 31 428.94 15.227 K Factor= 109.92 61A 27.500 14.68 3 0.0 10.833 100 15.223 to 0.0 0.0 0.0 31 27.500 14.68 3.316 0.0 10.833 0.0004 0.004 Vel = 0.55 31 27.500 428.94 4 T 28.063 1.250 120 15.227 to 0.0 28.063 0.0 30 27.500 443.62 4.316 0.0 29.313 0.0410 1.202 Vel= 9.73 30 27.500 0.0 4 3E 30.043 25.583 100 16.429 to 0.0 30.043 7.796 TDR 9.500 443.62 4.316 0.0 55.626 0.0574 3.195 Vel = 9.73 TDR 9.500 0.0 4 Bvcb 12.017 7.500 100 27.420 to D 28.04 40.058 3.248 • BDR 2 443.62 4.316 0.0 47.558 0.0574 2.732 Vel = 9.73 BDR 2 0.0 4 T 28.063 6.000 120 33.400 to E 14.032 42.095 2.166 UG1 -3 443.62 4.316 0.0 48.095 0.0410 1.972 Vel = 9.73 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 2.23.16 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 UG1 -3 0.0 4 2E 29.067 375.000 140 37.538 to 2F 11.627 69.761 -2.599 UG7 3 443.62 4.1 T 29.067 444.761 0.0396 17.605 Vel= 10.78 UG7 3 0.0 4 2E 29.067 94.000 140 52.544 to 2F 11.627 40.694 0.0 BF1 3 443.62 4.1 0.0 134.694 0.0396 5.332 Vel= 10.78 BF1 3 0.0 4 Zfc 0.0 5.000 140 57.876 to 0.0 0.0 4.000 **Fixed Loss=4 BF2 3 443.62 4.1 0.0 5.000 0.0396 0.198 Vel= 10.78 BF2 3 0.0 4 T 29.067 37.000 140 62.074 to G 2.907 31.974 -3.898 SRC 12 443.62 4.1 0.0 68.974 0.0396 2.730 Vel= 10.78 100.00 Qa = 100.00 SRC 543.62 60.906 K Factor= 69.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fittings Used Summary • AFP Systems, Inc. Page 10 Greenburg Rd. Apartments Date 2.23.16 Fitting Legend Abbrev. Name 1/2 % 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 D Dry Rel D 28 47 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfc Febco 856 Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1SIW26D38FH5C Location: SW GREENBURG RD&SW SUMMIT DR Date: 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 Zlt*jtio6t 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. Gaqe information: Static and residual pressure page: 3602536332 Pitot gape: 2-A5F6U-20-1 Hydrant information: Hydrant ID Year Make Note 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. t it IL . 1 ST 1 I .1 • ' i 2 n!.i$II MR 6g8j ry I 1� sii*-----v------4:-Q--. 2 1 I ��J CJ \i/ any ? t° ICV ....\ f III[ 1111111111111111: I ey 11 06067 liii.. a e 6v ` mpi l `z7{•YTR * ' 1: I� iI• D CZ T DR. i Iii : I ` INika•6 C. I,y, ir, 17060 . ; o � , I n g ; t , ,36 6 I ______ v r a W W > Q ° j t 0 - <'..."\c' Q r — 1 v: , / BOR ERS G' V / =6 x5066 , p 0 s CI .6' __tc.z.p.. 61tGv i )e.) ,...... — Ct i N !HIH I r l .paehmis _ _ _ 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.6 Road,Tigard, OR 97220 Location : 9550 SW Greenburg System : #2 Contract : 16020 Data File : Bldg. 6 Wet Hydraulic Calc.3rd Floor.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Greenburg Rd.Apartments Page 1 Date 2/24/16 HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road, Tigard, OR 97220 Drawing no: FP-2 Bldg. 6 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 Total water required(including hose streams): 202.6-GPM Type of system: Wet @ 63.5-Psi 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.) 0.0 PROFFs c, aGnv /o 54330PE r_ � ,woascoN `x`/'13 1 C. Se Expires:__WA_ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve CPage 2 AFP , Inc. Greenburg nburg Rd.Apartments Date 2/24/16 Demand: 5.847 D1 -Elevation : 102.645 City Water Supply: D2-System Flow Cl - ResidualiPressure:e : 78 D2-System Pressure : 603. 60 C2- lo446.753 Hose2- (Demand) C2-Residual Flow : 0 D3-System Demand :202.645 Safety Margin : 13.281 150 ii_iii" _ 140 130 IIINIIIINIIINIIIIIIIINIIIIIINIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIINIINI P 120 a■ __ R 110 IIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIINIINNIIIIIIIIIIINNIIIINIIIIIIIII E 100 a■ __ S 9 0 = 80 ' am S 70 -_=- R 60 .'-minimillilli111.11MMilm•INWE D 111111111E 50 i.,-__ almomillimmlommillimill1111 40 IIINIIIINIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIII 30 IIIIIMIMIIIIIINNIMNIIIIIMIINIINIIIMIMIIIIIIIIIIIIIIIIIIMIII 20I■ __ 10 11/1111111111111111111111111111111111111111111111111111111111111111111111111 400 450 250 300 350 50 100 150 200 FLOW(N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 AFP Systems, Inc. Greenburg Rd.Apartments Page 3 Date 2/24/16 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.842 202.64 63.56 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node H51 Notes 25.5 H52 25.5 4'2 37.22 25.63 H53 25 5 4.2 37.15 25.6 H54 25 5 4.2 37.34 25.66 260 17.5 37.6 25.76 215 17.5 45.1 220 17.5 44.69 221 17.5 44.44 51B 17.5 44.12 52B 17.5 43.89 53B 17.5 43.89 228 17.5 44.1 44.15 235 17.5 240 17.5 44.18 241 17.5 44.21 44.28 242 17.5 250 17.5 44.24 60B 17.5 44.14 251 17.5 44.12 255 17.5 44.53 222 17.5 44.84 55C 17.5 44.15 243 17.5 44.15 54C 17.5 44.14 61B 17.5 44.13 54B 17.5 43.98 47T 17.5 44.15 10 8.5 44.15 15 8.5 49.58 20 8.5 49.28 25 8.5 49.14 26 8.5 49.08 27 8.5 48.98 28 8.5 48.62 30 8.5 48.59 35 8.5 48.59 40 8.5 48.59 41 8.5 48.55 42 8.5 48.49 45 8.5 48.52 49 8.5 48.69 50 8.5 49.14 49.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .w Summary - NFPA 2007 Page 4 AFP , Inc. GreenbUrg nburg Rd.Apartments Date 2/24/16 NODE ANALYSIS(cont.) Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node 49.48 60 8.5 0.0 48.2 VERT. 21 8.5 49.0248.6 37 8.5 48.61 36 8.5 48.64 22 8.5 50.8 TWR 0 59.22 BWR .51 UGI -3.0 6611.51 B 3.0 60. 44 9 BF FI 1 .28 BF2 3.0 6677.28 100.0 SRC 12.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Greenburg Rd.Apartments Page 5 Date 2/24/16 Node1 Elev1 K Qa Nom Fitting Pipe to P CFact Pt Node2 Elev2 Fact or Ftng's ** Pe * **** Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf H51 25.500 4.20 25.63 1 2E 7.65 12.500 to150 37.225 51B 17.500 T 9.563 17.212 25.63 1.101 0.0 29 712 3.465 0.0 0.1076 3.197 Vel = 8.64 51B 25.63 H52 25.500 4.20 25.60 1 2E 7.65 43.887 K Factor= 3.87 to 13.250 150 37.152 52B 17.500 T 9.563 17.212 25.6 1.101 0.0 30.462 3. 0.0 0.1074 3.27275 Vel= 8.63 526 25.60 52BH53 25.500 4.20 25.66 1 43.889 K Factor= 3.86 to 2E 7.65 13.500 150 37.339 60B 17.500 T 9.563 17.212 3.465 25.66 1.101 0.0 30.712 0.1079 3.314 Vel= 8.65 60B 0.0 25.66 H54 25.500 4.20 25.76 1 44.118 K Factor= 3.86 to 2E 7.65 9.583 150 37.604 61B 17.500 T 9.563 17.212 25.76 1.101 0.0 26.795 3.465 0.0 0.1086 2.991111 Vel= 8.68 61B 25.76 1.25 2E 43.980 K Factor= 3.88 260 17.500 -14.34 to9.523 26.083 150 45.100 215 17.500 0.0 9.523 0.0 -14.34 1.394 0.0 35.606 -0.0117 -0.415 Vel= 3.01 215 17.500 -8.28 1.25 to 0.0 8.917 150 44.685 220 17.500 -22.62 1.394 0.0 0.0 0.0 0.0 8.917 -0.0270 -0.241 Vel= 4.76 220 17.500 to 9.27 1.25 E 4.762 26.500 150 444 0.0 4.761 40.0 221 17.500 -13.35 1.394 0.0 0.0 31.261 -0.0102 -0.319 Vel= 2.81 221 17.500 to -11.12 1.25 0.0 7.583 150 0.0 44.125 51B 17.500 -24.47 1.394 0.0 0.0 0.0 7.583 -0.0314 -0.238 Vel= 5.14 51B 17.500 to 25.63 1.25 0.0 17.750 150 43.887 526 17.500 0.0 0.0 0.0 1.16 1.394 0.0 17.750 0.0001 0.002 Vel= 0.24 52B 17.500 25.60 1.25 to 0.0 5.750 150 43.889 53B 17.500 26.76 1.394 0.0 0.0 0.0 0.0 5.750 0.0370 0.213 Vel= 5.63 53B 17.500 to "4.22 1.25 0.0 1.833 150 44.102 228 17.500 22.54 1.394 0.0 0.0 0.0 0.0 1.833 0.0267 0.049 Vel= 4.74 228 17.500 to '18.87 1.25 E 4.762 24.500 150 44.151 235 17.500 0.0 4.761 0.0 3.67 1.394 0.0 29.261 0.0009 0.027 Vel= 0.77 235 17.500 5.60 1.25 to 0.0 6.167 150 44.178 240 17.500 0.0 0.0 0.0 9.27 1.394 0.0 6.167 0.0052 0.032 Vel= 1.95 240 17.500 -3.26 1.25 E to 4.762 23.500 150 44.210 241 17.500 6.01 1.394 0.0 4.761 0.0 0.0 28.261 0.0023 0.066 Vel= 1.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 41 t J e ? ( 'e ' CEIA RES1 ST. !1111 •acv "a I i /eosi Cr i y \�J�\l Lu -�- 1 J GV b DJ 2! ii (DYlb 12 ,,\\f 4% SUMMIT DR. CO q C ��-�%1 ►^cam LIM Poo 1 - , 00 a 1 0 .1 iff 1 I 1 P 1 GL , u i 11 1 --C-7. 4 a W 1 W 4 W ! > m Q > a — Q Ii,,, Q _ BORDERS °' `° / b /5066 r Ne-4— CV i . P4-,,a9 _ 4, N on -Final Calculations - Hazen-Williams AFP Systems, Inc. Page 6 Greenburg Rd.Apartments Date 2/24/16 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 241 17.500 -25.91 1.25 0.0 1.833 150 44.276 to 0.0 0.0 0.0 242 17.500 -19.9 1.394 0.0 1.833 -0.0213 -0.039 Vel = 4.18 242 17.500 12.60 1.25 E 4.762 24.167 150 44.237 to 0.0 4.761 0.0 250 17.500 -7.3 1.394 0.0 28.928 -0.0034 -0.097 Vel = 1.53 250 17.500 -2.20 1.25 0.0 4.083 150 44.140 to 0.0 0.0 0.0 60B 17.500 -9.5 1.394 0.0 4.083 -0.0054 -0.022 Vel = 2.00 60B 17.500 25.67 1.25 E 4.762 14.250 150 44.118 to T 9.523 14.284 0.0 251 17.500 16.17 1.394 0.0 28.534 0.0145 0.415 Vel = 3.40 251 17.500 19.06 1.25 0.0 4.917 150 44.533 to 0.0 0.0 0.0 255 17.500 35.23 1.394 0.0 4.917 0.0616 0.303 Vel = 7.41 255 17.500 8.28 1.25 0.0 2.917 150 44.836 to 0.0 0.0 0.0 260 17.500 43.51 1.394 0.0 2.917 0.0905 0.264 Vel = 9.15 - 260 17.500 14.34 2 T 21.161 8.500 150 45.100 to 0.0 21.162 3.898 60 8.500 57.85 2.215 0.0 29.662 0.0161 0.479 Vel = 4.82 0.0 60 57.85 49.477 K Factor= 8.22 251 17.500 -19.06 1.25 T 9.523 4.000 150 44.533 to 0.0 9.523 0.0 222 17.500 -19.06 1.394 0.0 13.523 -0.0197 -0.267 Vel= 4.01 222 17.500 7.95 1.25 T 9.523 10.000 150 44.266 to 0.0 9.523 0.0 221 17.500 -11.11 1.394 0.0 19.523 -0.0072 -0.141 Vel= 2.34 0.0 221 -11.11 44.125 K Factor= -1.67 242 17.500 -9.34 1.25 T 9.523 6.250 150 44.237 to 0.0 9.523 0.0 55C 17.500 -9.34 1.394 0.0 15.773 -0.0053 -0.083 Vel = 1.96 55C 17.500 2.20 1.25 0.0 2.750 150 44.154 to 0.0 0.0 0.0 243 17.500 -7.14 1.394 0.0 2.750 -0.0033 -0.009 Vel = 1.50 243 17.500 0.0 1.25 0.0 6.167 150 44.145 to 0.0 0.0 0.0 54C 17.500 -7.14 1.394 0.0 6.167 -0.0032 -0.020 Vel = 1.50 54C 17.500 2.93 1.25 T 9.523 10.000 150 44.125 to 0.0 9.523 0.0 53B 17.500 -4.21 1.394 0.0 19.523 -0.0012 -0.023 Vel= 0.89 - 0.0 . 53B -4.21 44.102 K Factor= -0.63 220 17.500 -9.27 1.25 T 9.523 24.583 150 44.444 ' to 0.0 9.523 0.0 222 17.500 -9.27 1.394 0.0 34.106 -0.0052 -0.178 Vel = 1.95 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 2/24/16 - . 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 222 17.500 -7.95 1.25 T 9.523 8.000 150 44.266 to 0.0 9.523 0.0 61B 17.500 -17.22 1.394 0.0 17.523 -0.0163 -0.286 Vel= 3.62 61B 17.500 25.76 1.25 0.0 19.750 150 43.980 to 0.0 0.0 0.0 54B 17.500 8.54 1.394 0.0 19.750 0.0045 0.088 Vel= 1.80 54B 17.500 0.0 1.25 T 9.523 3.250 150 44.068 to 0.0 9.523 0.0 54C 17.500 8.54 1.394 0.0 12.773 0.0045 0.057 Vel= 1.80 54C 17.500 -2.93 1.25 T 9.523 16.333 150 44.125 to 0.0 9.523 0.0 235 17.500 5.61 1.394 0.0 25.856 0.0020 0.053 Vel = 1.18 0.0 235 5.61 44.178 K Factor= 0.84 250 17.500 2.20 1.25 T 9.523 4.250 150 44.140 to 0.0 9.523 0.0 47T 17.500 2.2 1.394 0.0 13.773 0.0004 0.006 Vel= 0.46 47T 17.500 0.0 1.25 T 9.523 13.500 150 44.146 to 0.0 9.523 0.0 • 55C 17.500 2.2 1.394 0.0 23.023 0.0003 0.008 Vel = 0.46 0.0 55C 2.20 44.154 K Factor= 0.33 • 242 17.500 -3.27 1.25 2T 19.046 16.333 150 44.237 to 0.0 19.047 0.0 240 17.500 -3.27 1.394 0.0 35.380 -0.0008 -0.027 Vel= 0.69 0.0 240 -3.27 44.210 K Factor= -0.49 215 17.500 8.28 1.25 2T 19.046 16.583 150 44.685 to 0.0 19.047 0.0 255 17.500 8.28 1.394 0.0 35.630 0.0042 0.151 Vel = 1.74 0.0 255 8.28 44.836 K Factor= 1.24 228 17.500 18.88 1.25 2T 19.046 9.000 150 44.151 to 0.0 19.047 3.898 28 8.500 18.88 1.394 0.0 28.047 0.0194 0.543 Vel= 3.97 0.0 28 18.88 48.592 K Factor= 2.71 241 17.500 25.91 1.25 0.0 9.000 150 44.276 to 0.0 0.0 3.898 41 8.500 25.91 1.394 0.0 9.000 0.0349 0.314 Vel = 5.45 0.0 41 25.91 48.488 K Factor= 3.72 10 8.500 -12.47 1.25 2E 9.523 23.500 150 49.581 to 0.0 9.523 0.0 15 8.500 -12.47 1.394 0.0 33.023 -0.0090 -0.297 Vel = 2.62 15 8.500 -4.54 1.25 0.0 8.917 150 49.284 to 0.0 0.0 0.0 20 8.500 -17.01 1.394 0.0 8.917 -0.0160 -0.143 Vel = 3.58 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 2/24/16 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 20 8.500 8.54 1.25 E 4.762 10.000 150 49.141 to 0.0 4.761 0.0 25 8.500 -8.47 1.394 0.0 14.761 -0.0044 -0.065 Vel = 1.78 25 8.500 0.0 1.25 E 4.762 16.583 150 49.076 to 0.0 4.761 0.0 26 8.500 -8.47 1.394 0.0 21.344 -0.0044 -0.094 Vel= 1.78 26 8.500 -5.79 1.25 0.0 31.000 150 48.982 to 0.0 0.0 0.0 27 8.500 -14.26 1.394 0.0 31.000 -0.0115 -0.358 Vel= 3.00 27 8.500 -3.60 1.25 0.0 1.833 150 48.624 to 0.0 0.0 0.0 28 8.500 -17.86 1.394 0.0 1.833 -0.0175 -0.032 Vel= 3.75 28 8.500 18.88 1.25 E 4.762 24.500 150 48.592 to 0.0 4.761 0.0 30 8.500 1.02 1.394 0.0 29.261 0.0001 0.003 Vel= 0.21 30 8.500 -5.26 1.25 0.0 6.167 150 48.595 to 0.0 0.0 0.0 35 8.500 -4.24 1.394 0.0 6.167 -0.0013 -0.008 Vel = 0.89 • 35 8.500 -2.68 1.25 E 4.762 9.000 150 48.587 to 0.0 4.761 0.0 40 8.500 -6.92 1.394 0.0 13.761 -0.0030 -0.041 Vel = 1.45 40 8.500 0.0 1.25 E 4.762 14.500 150 48.546 to 0.0 4.761 0.0 41 8.500 -6.92 1.394 0.0 19.261 -0.0030 -0.058 Vel = 1.45 41 8.500 25.91 1.25 0.0 1.833 150 48.488 to 0.0 0.0 0.0 42 8.500 18.99 1.394 0.0 1.833 0.0191 0.035 Vel = 3.99 42 8.500 -9.20 1.25 E 4.762 24.000 150 48.523 to 0.0 4.761 0.0 45 8.500 9.79 1.394 0.0 28.761 0.0058 0.166 Vel = 2.06 45 8.500 5.95 1.25 E 4.762 18.167 150 48.689 to T 9.523 14.284 0.0 49 8.500 15.74 1.394 0.0 32.451 0.0138 0.449 Vel= 3.31 49 8.500 12.04 1.25 0.0 4.917 150 49.138 to 0.0 0.0 0.0 50 8.500 27.78 1.394 0.0 4.917 0.0397 0.195 Vel = 5.84 50 8.500 4.54 1.25 0.0 2.750 150 49.333 to 0.0 0.0 0.0 60 8.500 32.32 1.394 0.0 2.750 0.0524 0.144 Vel = 6.79 60 8.500 57.85 2 0.0 2.833 150 49.477 to 0.0 0.0 0.0 10 8.500 90.17 2.215 0.0 2.833 0.0367 0.104 Vel = 7.51 0.0 10 90.17 49.581 K Factor= 12.81 49 8.500 -12.03 1.25 T 9.523 4.000 150 49.138 to 0.0 9.523 0.0 21 8.500 -12.03 1.394 0.0 13.523 -0.0084 -0.114 Vel = 2.53 21 8.500 6.25 1.25 T 9.523 10.000 150 49.024 to 0.0 9.523 0.0 26 8.500 -5.78 1.394 0.0 19.523 -0.0022 -0.042 Vel= 1.22 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 2/24/16 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 26 -5.78 48.982 K Factor= -0.83 42 8.500 9.21 1.25 T 9.523 6.250 150 48.523 to 0.0 9.523 0.0 37 8.500 9.21 1.394 0.0 15.773 0.0051 0.081 Vel= 1.94 37 8.500 -5.96 1.25 0.0 2.750 150 48.604 to 0.0 0.0 0.0 36 8.500 3.25 1.394 0.0 2.750 0.0007 0.002 Vel= 0.68 36 8.500 2.68 1.25 T 9.523 6.167 150 48.606 to 0.0 9.523 0.0 22 8.500 5.93 1.394 0.0 15.690 0.0023 0.036 Vel = 1.25 22 8.500 -9.53 1.25 T 9.523 10.000 150 48.642 to 0.0 9.523 0.0 27 8.500 -3.6 1.394 0.0 19.523 -0.0009 -0.018 Vel = 0.76 0.0 27 -3.60 48.624 K Factor= -0.52 20 8.500 -8.54 1.25 T 9.523 16.583 150 49.141 to 0.0 9.523 0.0 21 8.500 -8.54 1.394 0.0 26.106 -0.0045 -0.117 Vel = 1.80 21 8.500 -6.25 1.25 0.0 31.000 150 49.024 to 0.0 0.0 0.0 22 8.500 -14.79 1.394 0.0 31.000 -0.0123 -0.382 Vel= 3.11 22 8.500 9.53 1.25 T 9.523 16.330 150 48.642 to 0.0 9.523 0.0 30 8.500 -5.26 1.394 0.0 25.853 -0.0018 -0.047 Vel = 1.11 0.0 30 -5.26 48.595 K Factor= -0.75 45 8.500 -5.96 1.25 2T 19.046 17.750 150 48.689 to 0.0 19.047 0.0 37 8.500 -5.96 1.394 0.0 36.797 -0.0023 -0.085 Vel = 1.25 0.0 37 -5.96 48.604 K Factor= -0.85 36 8.500 -2.68 1.25 2T 19.046 17.333 150 48.606 to 0.0 19.047 0.0 35 8.500 -2.68 1.394 0.0 36.380 -0.0005 -0.019 Vel= 0.56 0.0 35 -2.68 48.587 K Factor= -0.38 15 8.500 4.54 1.25 2T 19.046 16.583 150 49.284 to 0.0 19.047 0.0 50 8.500 4.54 1.394 0.0 35.630 0.0014 0.049 Vel = 0.95 0.0 50 4.54 49.333 K Factor= 0.65 10 8.500 102.64 2 T 21.161 3.667 150 49.581 to E 10.581 31.742 -0.433 TWR 9.500 102.64 2.215 0.0 35.409 0.0466 1.650 Vel= 8.55 , TWR 9.500 0.0 2 Bvca 8.403 7.000 120 50.798 to S 15.405 23.808 6.248 **Fixed Loss=3 BWR 2 102.64 2.215 Fsp 0.0 30.808 0.0704 2.169 Vel = 8.55 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 2/24/16 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 BWR 2 0.0 4 T 21.855 4.000 120 59.215 to E 10.928 32.783 2.166 UG1 -3 102.64 4.1 0.0 36.783 0.0035 0.129 Vel = 2.49 UG1 -3 0.0 4 2E 29.067 375.000 140 61.510 to 2F 11.627 69.761 -2.599 UG7 3 102.64 4.1 T 29.067 444.761 0.0026 1.174 Vel = 2.49 UG7 3 0.0 4 2E 29.067 94.000 140 60.085 to 2F 11.627 40.694 0.0 BF1 3 102.64 4.1 0.0 134.694 0.0026 0.356 Vel = 2.49 BF1 3 0.0 4 Zfc 0.0 5.000 140 60.441 to 0.0 0.0 6.822 **Fixed Loss=6.822 BF2 3 102.64 4.1 0.0 5.000 0.0026 0.013 Vel= 2.49 BF2 3 0.0 4 T 29.067 37.000 140 67.276 to G 2.907 31.974 -3.898 SRC 12 102.64 4.1 0.0 68.974 0.0026 0.182 Vel = 2.49 100.00 Qa = 100.00 SRC 202.64 63.560 K Factor= 25.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AFP Systems, Inc. Page 11 Greenburg Rd.Apartments Date 2/24/16 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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