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Report (2) I VED MAR282016 QUI TY a Tit, _ _ _ Fire Protection by Computer Design ''... ' iillia6r4 AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd.Apartments Building : FP-2 Bldg. 1 Location : 9550 SW Greenburg Road,Tigard, OR 97220 System : #2 Contract : 16020 Data File : Bldg. 1 Wet Hydraulic Calc.2nd Floor.VVXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1 Date 2.26.16 Greenburg Rd.Apartments HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 1 Date: 3/8/16 Design Remote area number: #2 Remote area location: Building#1 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): 230.6-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.) _. c� O PROpe., CC re OREGON ,��pp 13VS ����77TT C. mss: 6//6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C , AFP Systems, Inc. T Greenburg Rd.Apartments Page 2 Date 2.26.16 City Water Supply: C1 -Static Pressure 78 Demand: C2-Residual Pressure: 73 D1 Elevation 2.165 C2- Residual Flow : 446.75 D2-System Flow : 130.679 D2-System Pressure : 68.860 Hose (Demand) : 100 D3-System Demand : 230.679 Safety Margin : 7.668 150 140 130 p 120 R 110 E 100 S 90 Cl S 80 U 70 D2 - C2 • R 60 D3 E 50 40 30 20 10 (Z. 50 100 150 200 250 300 350 400 450 FLOW N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , • Flow Summary - NFPA 2007 • Page 3 AFP Systems, Inc. Page 3.26.16 Greenburg Rd.Apartments SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 76.528 230.68 68.86 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H61 17.0 4.9 45.16 32.93 H62 17.0 4.9 44.38 32.64 H63 17.0 4.9 44.55 32.71 H64 17.0 4.9 43.72 32.4 55 17.5 49.4 60 17.5 47.07 62B 17.5 46.57 65 17.5 46.57 52D 17.5 46.57 64 17.5 46.57 64B 17.5 46.05 63B 17.5 46.04 70 17.5 46.64 77 17.5 46.71 54B 17.5 46.7 61B 17.5 46.66 53D 17.5 50.49 81 17.5 50.92 82 17.5 51.56 84 17.5 51.72 40 9.167 53.21 30 9.167 54.75 25 9.167 55.18 24 9.167 56.92 23 9.167 57.31 41 9.167 52.9 44 9.167 51.92 46 9.167 52.05 47 9.167 52.12 48 9.167 52.86 32 9.167 55.41 20 9.167 58.26 TWR 9.167 59.53 BWR 2.0 66.27 UG6 3.0 66.04 BF1 3.0 66.25 BF2 3.0 72.47 SRC 12.0 68.86 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Greenburg Rd.Apartments Page4 Node1 Elev1 K Datte 2.26.16 toN Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Notes H61 17 4.90 32.93 1 T 9.563 0.500 150 45.160 to 61 B 17.500 0.0 9.562 -0.217 32.93 1.101 0.0 10.062 0.1711 1.722 Vel= 11.10 0.0 61B 32.93 H62 17 4.90 32.93 1 T 46.665 K Factor= 4.82 to 9.563 0.917 150 44.382 �€ o2B 17.500 E 3.825 13.387 -0.217 �{' 32.64 1.101 0.0 14.304 0.1684 2.409 Vel= 11.00 0.0 62B 32.64 663 17 4.90 32.71 1 T 46.574 K Factor= 4.78 to 9.563 0.500 150 44.553 63B 17.500 0.0 9.562 -0.217 32.71 1.101 0.0 10.062 0.1692 1.702 Vel = 11.02 0.0 63B 32.71 664 17 4.90 32.40 1 T 46.038 K Factor= 4.82 to 9.563 1.917 150 43.722 E 3.825 13.387 -0.217 64B 17.500 32.4 1.101 0.0 15.304 0.1661 2.542 Vel= 10.92 64B 0.0 32.40 55 17.500 -57.89 1.25 T 46.047 K Factor= 4.77 to 9.523 5.583 150 49.401 60 17.500 0.0 9.523 0.0 -57.89 1.394 0.0 15.106 -0.1540 -2.327 Vel= 12.17 60 17.500 24.19 1.25 to 0.0 8.833 150 47.074 62B 17.500 33.7 1.394 0.0 0.0 0.0 62B 17.500 0.0 8.833 -0.0566 -0.500 Vel= 7.08 to 32.65 1.25 0.0 4.000 150 0.0 0.0 46.574 65 17.500 -1.05 1.394 0.0 65 17.500 0.0 4.000 0 0.0 Vel= 0.22 to 0.0 1.25 T 9.523 4.750 150 46.574 52D 17.500 0.0 9.523 0.0 1.05 1.394 0.0 14.273 -0.0001 -0.001 Vel= 0.22 52D 17.500 0.0 1.25 to 0.0 4.583 150 46.573 0.0 0.0 0.0 64 17.500 1.05 1.394 0.0 4.583 -0.0002 -0.001 Vel= 0.22 64 17.500 -36.09 1.25 to 0.0 7.750 150 46.572 0.0 0.0 0.0 64B 17.500 37.14 1.394 0.0 7.750 -0.0677 -0.525 Vel = 7.81 648 17.500 32.40 1.25 to 0.0 6.500 150 46.047 0.0 0.0 0.0 63B 17.500 -4.74 1.394 0.0 6.500 -0.0014 -0.009 Vel= 1.00 63B 17.500 32.71 1.25 T 9.523 5.417 150 46.038 to 0.0 9.523 0.0 70 17.500 27.97 1.394 0.0 14.940 0.0401 0.599 Vel= 5.88 70 17.500 0.0 1.25 to 0.0 1.917 150 46.637 0.0 0.0 0.0 77 17.500 27.97 1.394 0.0 1.917 0.0402 0.077 Vel= 5.88 77 17.500 -36.71 1.25 to 0.0 3.833 150 46.714 0.0 0.0 0.0 54B 17.500 -8.74 1.394 0.0 3.833 -0.0047 -0.018 Vel= 1.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Hazen-Williams age 5 AFP Systems, Inc. PPage 5.26.16 Greenburg Rd.Apartments Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* to Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 54B 17.500 0.0 1.25 0.0 6.583 150 40.096 0.0 0.0 to -8.74 1.394 0.0 6.583 -0.0047 -0.031 Vel= 1.84 6113 17.500 61B 17.500 32.93 1.25 T 9.523 3.833 150 40.6065 0.0 9.523 to 24.19 1.394 0.0 13.356 0.0306 0.409 Vel = 5.09 60 17.500 0.0 47.074 K Factor= 3.53 60 24.19 55 17.500 46.63 1.25 T 9.523 1.000 150 40.0 1 0.0 9.523 to 46.63 1.394 0.0 10.523 0.1033 1.087 Vel= 9.80 53D 17.500 53D 17.500 0.0 1.25 0.0 4.167 150 50.088 0.0 0.0 to 46.63 1.394 0.0 4.167 0.1032 0.430 Vel= 9.80 81 17.500 81 17.500 -25.43 1.25 E 4.762 22.167 150 50.018 0.0 4.761 to 21.2 1.394 0.0 26.928 0.0240 0.646 Vel = 4.46 82 17.500 82 17.500 -12.18 1.25 2E 9.523 21.500 150 50.064 0.0 9.523 to 9.02 1.394 0.0 31.023 0.0050 0.154 Vel = 1.90 84 17.500 84 17.500 -34.46 1.25 T 9.523 14.250 150 510.018 0.0 9.523 to -25.44 1.394 0.0 23.773 -0.0337 -0.800 Vel= 5.35 81 17.500 0.0 50.918 K Factor= -3.57 81 -25.44 40 9.167 44.89 1.25 T 9.523 6.417 150 50.011 0.0 9.523 to 44.89 1.394 0.0 15.940 0.0962 1.534 Vel= 9.44 30 9.167 30 9.167 -22.05 1.25 T 9.523 6.417 150 50 745 0.0 9.523 to 22.84 1.394 0.0 15.940 0.0275 0.439 Vel = 4.80 25 9.167 25 9.167 39.15 1.5 T 11.656 7.667 150 50.084 0.0 11.656 to 61.99 1.598 0.0 19.323 0.0899 1.738 Vel = 9.92 24 9.167 24 9.167 34.46 1.5 0.0 1.917 150 50.022 0.0 0.0 to 96.45 1.598 0.0 1.917 0.2034 0.390 Vel= 15.43 23 9.167 23 9.167 34.23 1.5 0.0 2.667 150 50.012 0.0 0.0 to 130.68 1.598 0.0 2.667 0.3573 0.953 Vel= 20.90 20 9.167 0.0 58.265 K Factor= 17.12 20 130.68 40 9.167 -33.64 1.25 0.0 5.583 150 50.011 0.0 0.0 to -33.64 1.394 0.0 5.583 -0.0564 -0.315 Vel= 7.07 41 9.167 41 9.167 5.55 1.25 E 4.762 19.417 150 50.096 0.0 4.761 to -28.09 1.394 0.0 24.178 -0.0404 -0.977 Vel= 5.90 44 9.167 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen- Iliams AFP Systems, Inc. Greenburg Rd. Apartments Page 6 Node1 Elev1 K Date 2.26.16 to Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Notes 44 9.167 36.09 1.25 E to 4.762 19.667 150 51.919 46 9,167 T 9.523 14.284 0.0 8.0 1.394 0.0 33.951 0.0039 0.134 Vel= 1.68 46 9.167 0.0 1.25 T to 9.523 6.417 150 52.053 47 9.167 0.0 9.523 0.0 8.0 1.394 0.0 15.940 0.0040 0.063 Vel = 1.68 47 9.167 36.70 1.25 to 0.0 7.833 150 52.116 48 9.167 44.7 1.394 0.0 0.0 0.0 0.0 7.833 0.0955 0.748 Vel= 9.40 48 9.167 to -39.15 1.25 T 9.523 6.417 150 0.0 9.523 52.864 41 9.167 5.55 1.394 0.0 0.0 0.0 15.940 0.0020 0.032 Vel= 1.17 41 5.55 25 9.167 -39.16 1.25 2T 19.046 12.000 150 96 55.1884 K Factor= 0.76 to 48 9.167 0.0 19.047 0.0 39.16 1.394 0.0 31.047 -0.0747 -2.320 Vel= 8.23 48 0.0 -39.16 30 9.167 22.05 1.25 E 52.864 K Factor= -5.39 to 4.762 20.833 150 54.745 32 9.167 0.0 4.761 0.0 22.05 1.394 0.0 25.594 0.0258 0.661 Vel= 4.64 32 9.167 12.18 1.25 T to 9.523 18.417 150 55.406 23 9.167 E 4.762 14.284 0.0 34.23 1.394 0.0 32.701 0.0583 1.906 Vel= 7.20 23 0.0 34.23 1.25 2T 19.046 8.000 150 57.312 K Factor= 4.52 55 17.500 11.25 to49.401 40 9.167 0.0 19.047 3.609 11.25 1.394 0.0 27.047 0.0074 0.201 Vel= 2.36 t 40 0.0 11.25 53.211 64 17.500 36.08 1.25 2T 19.046 8.000 150 46.572 K Factor= 1.54 to 44 9.167 0.0 19.047 3.609 36.08 1.394 0.0 27.047 0.0643 1.738 Vel= 7.58 44 0.0 36.08 51.919 77 17.500 36.71 1.25 2T 19.046 8.000 150 46.714 K Factor= 5.01 to 47 9.167 0.0 19.047 3.609 36.71 1.394 0.0 27.047 0.0663 1.793 Vel= 7.72 47 0.0 36.71 52.116 82 17.500 12.18 1.25 2T 19.046 8.000 150 51.564 K Factor= 5.09 to 32 9.167 0.0 19.047 3.609 12.18 1.394 0.0 27.047 0.0086 0.233 Vel= 2.56 32 0.0 12.18 1.25 2T 19.046 8.000 150 55.406 K Factor= 1.64 84 17.500 34.45 to51.718 24 9.167 0.0 19.047 3.609 34.45 1.394 0.0 27.047 0.0590 1.595 Vel= 7.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Hazen-Williams age 7 AFP Systems, Inc. PPage 2.26.16 Greenburg Rd.Apartments , Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* to Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 58.922 K Factor= 4.57 24 34.45 20 9.167 130.68 2.5 T 28.386 3.667 150 50.0 TWR65 to E 14.193 42.578 9.167 130.68 2.707 0.0 46.245 0.0274 1.268 Vel= 7.28 2.5 Bvcb 7.827 7.500 120 59.533 TWR 9.167 0.0 Fsp 0.0 7.827 6.104 ** Fixed Loss=3 to 130.68 2.707 0.0 15.327 0.0414 0.635 Vel= 7.28 BWR 2 BWR 2 0.0 4 T 28.063 6.000 120 66.272 E 14.032 42.095 -0.433 to 0.0 48.095 0.0043 0.206 Vel= 2.87 UG6 3 130.68 4.316 UG6 3 0.0 4 E 14.534 30.000 140 60.045 F 5.813 20.347 to 130.68 4.1 0.0 50.347 0.0041 0.207 Vel= 3.18 BF1 3 140 66.252 BF1 3 0.0 4 Zfc 0.0 5.0006.200 **Fixed Loss=6.2 to 0.0 0.0 130.68 4.1 0.0 5.000 0.0042 0.021 Vel= 3.18 BF2 3 BF2 3 0.0 4 T 29.067 37.000 140 72.473 -3.898 G 2.907 31.974 to SRC 12 130.68 4.1 0.0 68.974 0.0041 0.285 Vel= 3.18 Qa= 100.00 100.00 68.860 K Factor= 27.80 SRC 230.68 Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary. , AFP Systems, Inc. Greenburg Rd. Apartments Page 8 Fitting Legend Date 2.26.16 Abbrev. Name , /2 /. 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 E NFPA is 90'Standard Elbow 1 0 0 0 0 5 5 0 12 FE NFPA 13 40'Stand 2 2 3 4 5 6 .712 8 18 12 17 3 0 0 0 0 1 1 1 1 2 2 8 10 12 14 98 1221 27 35 40 45 504 618 Fsp Flow Switch Potter VSR Fitting3 3 3 4 5 7 11 13 17 19 21 24 G NFPA 13 Gate Valve 0 generates a Fixed Loss Based on Flow28 T NFPA 13 Gate Tee 0 0 0 1 1 1 1 2 2 3 4 5 6 T FebcoNFPA 856 3 4 5 620 25 7 8 101 11 13 8 10 12 15 17 Fitting generates a Fixed Loss Based on Flow 30 35 50 60 71 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1S1W26D38FH5C Location: SVV GREENBURG RD&SVV SUMMIT DR Date: 2/16/216 We b : HERB&JAMES • Witness: Time: 11.30 Pro'ec__j_ili?me:. Discharge .906 Inside dia. of outlet= 2.5 inches Pitot regsgtin = 7 psi Pitot 15 0 psi Observed flow rate = 446,75 gpm Flow rr_ _Jg__ _thod HOSE MONSTER Staticreffe: 78 psi Residual 73 psi .21%-tivotl. Eypill 2Opsi residual pressure : 1678 gpm Location ma : To be attached to test resort and to show which h drants were used to monitor residual •ressure and flow. Gage Static and residual •ressure •ase: 3602536332FAti.)Logi 2-A5F6U-20-1 Hydrant ityA9J_--'mati°n: I-I cit_L:g___It ID Year Make Notes Flow hydrant: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1S1W26D41FH50 1972 WATEROUS see map for location Remarks: 2 PORT HYDRANT ,. The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system andlor because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. 1 1ltL.j , s ,,-, WV,. `�}) ' `(5✓ i , ,..„....:0,., ( SCJ 1 I v o i u -1 4 4 1., A ,Al n 2G. ' I ?G•1/$1TR B c 4"CV �.. ' ingiJ . II G, I to GV n -r OV M l :37ATR At r6.111111111111 (1) • I 1�'1I 111161.,_ 411, 4•°* Ad i i ix ,�,>>�� 1111111111.IN . UMIv1 T DR. �- m (CD "c� a. r� � Vz '44 Re% ,,-.., 8 c' " . i <,,, 'LUCS di II rig p p... - 7 *A i X7090 !• I4j GV v LL i E , W =# W 111/ i min7 / BOR IERIII r 6'cv Q$066 MI it 6'CI CGV a R•0 •:: ... Illn to 1(/: ''/4. '',/ r. u x 11P— P - Fire Protection by Computer Design i 1 AFP Systems, Inc. 19435 S.W. 129th Ave. Tualatin, OR 97062 503.692.9284 Job Name : Greenburg Rd.Apartments Building : FP-2 Bldg. 1 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #3 Contract : 16020 Data File : Bldg. 1 Wet Hydraulic Calc. 3rd Floor.WXF G Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1Date 2.26.16 Greenburg Rd.Apartments HYDRAULIC CALCULATIONS _ i for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 1 Date: 3/8/16 Design Remote area number: #3 Remote area location: Building#1 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 65.2 Psi Total water required(including hose streams): 204.4-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.) PROP 4e? �% r- OREGON '`'YTy13 1 C. Sv Expires: 6//6 b 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 C2- Residual Pressure: 73 Demand: C2- Residual Flow : 446.75 D1 Elevation 5.847 D2-System Flow : 104.468 D2-System Pressure : 65.241 Hose(Demand) : 100 D3-System Demand : 204.468 Safety Margin : 11.581 150 pi 140 130 ■ IIIIINIIII -__ p 120 ■-__ R 110IIIIIIIIIIII�■-__ E 100 ■ 11111.111111 -__ S 9° IMO S 80 ��-__ R 60 ■,W411 MI in11111111111 IIIIIIIIII n- D NM E 50 40 �„-__ 30 „-__ IIIIIIIIIIII 20 sl �--__ 1111111111111111111111111111111111101111111111.111111111111.1 50 100 150 200 250 300 350 400 FLOW(N ^ 1.85) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'imi Flow Summary - NFPA 2007 Page 3 AFP Systems, Inc. Page 2.26.16 Greenburg Rd.Apartments - SUPPLY ANALYSIS Available Node at Static Residual AvAvPressure Total Demand Required Pressure Source Pressure Pressure Flow SRC 78.0 73 446.75 76.822 204.47 65.241 NODE ANALYSIS Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node 37.15 25.6 4.2 H51 25.5 39.8 51D 26.0 39.128 26.27 H52 25.5 4.2 H53 25.5 4.2 39.55 26.41 H54 25.5 4.2 38.87 26.19 55 17.5 46.71 60 17.5 45.93 62B 17.5 45.69 65 17.5 45.59 52D 17.5 45.6 64 17.5 45.8 64B 17.5 45.82 63B 17.5 45.84 70 17.5 45.88 77 17.5 45.88 54B 17.5 45.82 61B 17.5 45.86 53D 17.5 46.88 81 17.5 47.67 82 17.5 48.24 84 17.5 48.35 40 9.167 50.68 30 9.167 51.58 25 9.167 51.78 24 9.167 53.26 23 9.167 53.71 41 9.167 50.57 44 9.167 50.15 46 9.167 50.23 47 9.167 50.25 48 9.167 50.57 32 9.167 52.09 20 9.167 54.94 TWR 9.167 55.77 BWR 2.0 62.3 UG6 3.0 62.0 BF1 3.0 62.14 68.95 SRC 12.0 3.0 S 65.24 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Greenburg Rd.Apartments Page4 ode1 Elev1 K Datte 2.26.16 N NomN Fitt to Qa ing Pipe CFact Pt Node2 Elev2 Fact or Ftng's Pe ******* Qt Act Eqv. Ln. Total Pf/Ft Pf Notes ****** H51 25.500 4.20 25.60 1 T 9.563 9.500 150 37.152 to 2E 7.65 17.212 51D 26 25.6 1.101 -0.217 51D 26 0.0 26.712 0.1074 2.870 Vel= 8.63 to 0.0 1 T 9.563 6.167 150 39.805 E 3.825 13.387 3.681 65 17.500 25.6 1.101 0.0 19.554 0.1074 2.101 Vel= 8.63 65 0.0 25.60 H52 25.500 4.20 26.27 1 T 9.563 9.500 150 45.587 K Factor= 3.79 to 2E 7.65 17.212 39.122 52D 17.500 26.27 1.101 3.465 0.0 26.712 0.1126 3.009 Vel= 8.85 0.0 52D 26.27 H53 25.500 4.20 26.41 1 45.596 K Factor= 3.89 to T 9.563 12.917 150 39.547 3E 11.475 21.037 3.465 53D 17.500 26.41 1.101 0.0 33.954 0.1138 3.864 Vel = 8.90 0.0 53D 26.41 H54 25.500 4.20 26.19 1 T 46.876 K Factor= 3.86 to 9.563 13.917 150 38.871 4B 17.500 26 2E 7.65 17.212 3.465 .19 1.101 0.0 31.129 0.1120 3.486 Vel= 8.83 54B 0.0 26.19 55 17.500 -32.08 1.25 T 45.822 K Factor= 3.87 to 9.523 5.583 150 46.712 0.0 9.523 0.0 60 17.500 -32.08 1.394 0.0 15.106 -0.0516 -0.780 Vel= 6.74 60 17.500 9.55 1.25 to 0.0 8.833 150 45.932 62B 17.500 22.53 1.394 0.0 0.0 0.0 62B 17.500 0.0 8.833 -0.0269 -0.238 Vel = 4.74 to 0.0 1.25 0.0 4.000 150 45.694 65 17.500 22.53 1.394 0.0 0.0 0.0 65 17.500 0.0 4.000 -0.0268 -0.107 Vel = 4.74 to 25.60 1.25 T 9.523 4.750 150 0.0 9.523 45.587 52D 17.500 3.07 1.394 0.0 0.0 14.273 0.0006 0.009 Vel = 0.65 52D 17.500 to 26.27 1.25 0.0 4.583 150 45.596 0.0 0.0 0.0 64 17.500 • 29.34 1.394 0.0 4.583 0.0439 0.201 Vel= 6.17 64 17.500 -22.84 1.25 to 0.0 7.750 150 45.797 0.0 0.0 0.0 64B 17.500 • 6.5 1.394 0.0 7.750 0.0027 0.021 Vel= 1.37 64B 17.500 0.0 1.25 to 0.0 6.500 150 45.818 63B 17.500 0.0 0.0 0.0 6.5 1.394 0.0028 63B 17.500 0.0 1.25 T to 9.5230.0 5.4176.500 150 0.018 Vel= 1.37 45.836 70 17.500 0.0 9.523 0.0 6.5 1.394 0.0 14.940 0.0027 0.040 Vel= 1.37 70 17.500 0.0 1.25 to 0.0 1.917 150 45.876 0.0 0.0 0.0 77 17.500 6.5 1.394 0.0 1.917 0.0026 0.005 Vel= 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'im Final Calculations - Hazen-Williams Page 5 AFP Systems, Inc. Date 2.26.16 Greenburg Rd.Apartments Qa Nom Fitting Pipe CFact Pt Notes " " "" tode1 Elev1 K Pe """"*"" or Ftng's to Total Pf/Ft Pf Node2 Elev2 Fact Qt Act Eqv. Ln. 77 17.500 -23.14 1.25 0.0 3.833 150 45.081 0.0 0.0 to -16.64 1.394 0.0 3.833 -0.0154 -0.059 Vel= 3.50 54B 17.500 54B 17.500 26.19 1.25 0.0 6.583 150 450.8022 0.0 0.0 to 9.55 1.394 0.0 6.583 0.0055 0.036 Vel= 2.01 616 17.500 61B 17.500 0.0 1.25 T 9.523 3.833 150 40.058 0.0 9.523 to 9.55 1.394 0.0 13.356 0.0055 0.074 Vel = 2.01 60 17.500 0.0 45.932 K Factor= 1.41 60 9.55 55 17.500 16.77 1.25 T 9.523 1.000 150 40.012 0.0 9.523 to 16.77 1.394 0.0 10.523 0.0156 0.164 Vel = 3.53 53D 17.500 53D 17.500 26.42 1.25 0.0 4.167 100 40.076 0.0 0.0 to 43.19 1.394 0.0 4.167 0.1896 0.790 Vel= 9.08 81 17.500 81 17.500 -23.34 1.25 E 4.762 22.167 150 40.066 0.0 4.761 to 19.85 1.394 0.0 26.928 0.0213 0.573 Vel= 4.17 82 17.500 82 17.500 -12.35 1.25 2E 9.523 21.500 150 40.039 0.0 9.523 to 7.5 1.394 0.0 31.023 0.0035 0.109 Vel= 1.58 84 17.500 84 17.500 -30.83 1.25 T 9.523 14.250 150 40.048 0.0 9.523 to -23.33 1.394 0.0 23.773 -0.0287 -0.682 Vel= 4.90 81 17.500 0.0 47.666 K Factor= 3.38 81 -23.33 40 9.167 33.78 1.25 T 9.523 6.417 150 50.077 to 0.0 9.523 30 9.167 33.78 1.394 0.0 15.940 0.0568 0.906 Vel= 7.1 30 9.167 -19.04 1.25 T 9.523 6.417 150 510..083 0.0 9.523 to 14.74 1.394 0.0 15.940 0.0123 0.196 Vel= 3.10 25 9.167 25 9.167 27.50 1.25 T 9.523 7.667 150 50.079 0.0 9.523 to 42.24 1.394 0.0 17.190 0.0860 1.478 Vel= 8.88 24 9.167 24 9.167 30.84 1.25 0.0 1.917 150 50.057 0.0 0.0 to 73.08 1.394 0.0 1.917 0.2368 0.454 Vel= 15.36 23 9.167 23 9.167 31.39 1.25 0.0 2.667 150 50.011 0.0 0.0 to 0 0 2.667 0.4589 1.224 Vel= 21.96 20 9.167 104.47 1.394 0.0 54.935 K Factor= 14.10 20 104.47 40 9.167 -18.48 1.25 0.0 5.583 150 50.077 0.0 0.0 to -18.48 1.394 0.0 5.583 -0.0186 -0.104 Vel= 3.88 41 9.167 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd. Apartments Page 6 Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to Node2 Elev2 Fact or Ftng's Pe ******* Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf 41 9.167 0.68 1.25 E 4.762 19.417 150 50.573 to 0.0 4.761 0.0 44 9.167 -17.8 1.394 0.0 24.178 -0.0174 -0.421 Vel= 3.74 44 9.167 22.85 1.25 E 3.151 19.667 120 50.152 to T 6.302 9.453 0.0 46 9.167 5.05 1.394 0.0 29.120 0.0026 0.075 Vel = 1.06 46 9.167 0.0 1.25 T 9.523 6.417 150 50.227 to 0.0 9.523 47 9.167 5.05 1.394 0.0 0.0 15.940 0.0017 0.027 Vel= 1.06 47 9.167 23.13 1.25 0.0 7.833 150 50.254 to 0.0 0.0 0.0 48 9.167 28.18 1.394 0.0 7.833 0.0406 0.318 Vel= 5.92 48 9.167 -27.50 1.25 T 9.523 6.417 150 50.572 to 0.0 9.523 0.0 41 9.167 0.68 1.394 0.0 15.940 0.0001 0.001 Vel = 0.14 410.0 0.68 50.573 K Factor= 0.10 25 9.167 -27.50 1.25 2T 19.046 12.000 150 51.779 to 0.0 19.047 0.0 48 9.167 -27.5 1.394 0.0 31.047 -0.0389 -1.207 Vel= 5.78 0.0 48 -27.50 50.572 30 9.167 19.04 1.25 E 4.762 20.833 150 51.583 K Factor= -3.87 to 0.0 4.761 32 9.167 19.04 1.394 0.0 0.0 25.594 0.0197 0.504 Vel = 4.00 32 9.167 12.35 1.25 T 9.523 18.417 150 52.087 to E 4.762 14.284 23 9.167 31.39 1.394 0.0 0.0 32.701 0.0497 1.624 Vel = 6.60 230.0 31.39 53.711 K Factor= 4.28 55 17.500 15.30 1.25 21 19.046 8.000 150 46.712 to 0.0 19.047 40 9.167 15.3 1.394 3.609 0.0 27.047 0.0132 0.356 Vel = 3.22 0.0 40 15.30 50.677 K Factor= 2.15 64 17.500 22.85 1.25 2T 19.046 8.000 150 45.797 to 0.0 19.047 44 9.167 22.85 1.394 3.609 0.0 27.047 0.0276 0.746 Vel = 4.80 440.0 22.85 50.152 K Factor= 3.23 77 17.500 23.13 1.25 21 19.046 8.000 150 45.881 to 0.0 19.047 47 9.167 23.13 1.394 3.609 0.0 27.047 0.0282 0.764 Vel= 4.86 470.0 23.13 50.254 82 17.500 12.35 1.25 21 19.046 8.000 150 48.239 K Factor= 3.26 to 0.0 19.047 32 9.167 12.35 1.394 3.609 0.0 27.047 0.0088 0.239 Vel= 2.60 Computer Programs by Hydratec Inc. Y Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 AFP Systems, Inc. Page 7.26.16 Greenburg Rd.Apartments Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe * * *** Notes """'* f Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft P 0.0 52.087 K Factor= 1.71 32 12.35 84 17.500 30.84 1.25 2T 19.046 8.000 150 48.348 8 to 0.0 19.047 24 9.167 30.84 1.394 0.0 27.047 0.0481 1.300 Vel = 6.48 0.0 53.257 K Factor= 4.23 24 30.84 20 9.167 104.47 2.5 T 28.386 3.667 150 544.9935 to E 14.193 42.578 TWR 9.167 104.47 2.707 0.0 46.245 0.0181 0.839 Vel= 5.82 TWR 9.167 0.0 2.5 Bvcb 7.827 7.500 120 557 74 Fsp 0.0 7.827 .104 Fixed Loss=3 to BWR 2 104.47 2.707 0.0 15.327 0.0273 0.419 Vel= 5.82 BWR 2 0.0 4 T 28.063 6.000 120 62.297 E 14.032 42.095 -0.433 to UG6 3 104.47 4.316 0.0 48.095 0.0028 0.136 Vel= 2.29 UG6 3 0.0 4 E 14.534 30.000 140 622.0000 to F 5.813 20.347 BF1 3 104.47 4.1 0.0 50.347 0.0027 0.137 Vel= 2.54 BF1 3 0.0 4 Zfc 0.0 5.000 140 62.137 *" Fixed Loss=6.8 to 0.0 0.0 BF2 3 104.47 4.1 0.0 5.000 0.0028 0.014 Vel = 2.54 BF2 3 0.0 4 T 29.067 37.000 140 68.951 • G 2.907 31.974 -3.898 to 104.47 4.1 0.0 68.974 0.0027 0.188 Vel = 2.54 SRC 12 Qa= 100.00 100.00 65.241 K Factor= 25.31 SRC 204.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary. AFP Systems, Inc. Greenburg Rd. Apartments Page 8 Fitting Legend Date 2.26.16 Abbrev. Name , /_ 1 1% 1% 2 2% 3 3%z 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 E NFPA is 90'Standard Elbow 1 0 0 0 0 5 5 0 12 FE NFPA 13 95'Stand 2 2 3 4 5 6 7 8 12 8 18 12 7 0 0 0 0 0 Fsp Flow Switch Elbow VSR 1 1 1 1 2 2 10 12 14 98 1221 27 35 40 45 50 Fitting3 3 3 4 5 7 11 13 17 19 21 24 61 G NFPA 13 Gate 0 generates a Fixed Loss Based on Flow28 T NFPA 13 Gate Valve Tee 0 0 0 1 1 1 1 2 2 3 4 5 6 I FebcoNFPA 856 3 4 5 6 8 10 25 30 35 7 8 101 11 13 Fitting generates a Fixed Loss Based on Flow 12 15 17 20 50 60 71 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID#: 1S1W26D38FH5C • Location: SVV GREENE3URG RD&SW SUMMIT DR Date: 2/16/2016 • Test mac : HERB&JAMES Witness: Time: 11:30 Project name: . e Dischargeeffici n . .906 t. Insidet. ''''' 2.5 inches Eilareat_jiLLI = 7 psi Eitot2-7: 0 psi • Observed flow rate = 446.75 gpm ._--- Flow method: HOSE MONSTER $t__A_ic 12:t§111re: 78 psi Resic .Igta_---vssure: 73 psi tioritoti, • Flow at 2Opsi resich 'essmecaloIllated .... 1678 gpm Cl' IL Location• _ ______ Pma : To be attached to test resort and to show which h drants were used to monitor residual •ressure and flow. • Gage hiv;n.niati n..0 , Static and residual Iressure .a.e: 3602536332 Eisplom 2-A5F6U-20-1 Hydrant informatio n: .. ...................................**** H cli_y_g_it 0 Year Make Notes Flow hydrant: 1S1W26D38FH50 1953 MUELLER see map for location • Read hydrant: 1S1W26D41FH50 1972 WATEROUS see map for location • Remarks: 2 PORT HYDRANT The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. .Ca ,.. ,• 1116 Me 4,. 4 I a 1111 * n, il • 11. 1H1 2:i1)6141fi #6067 :.-- N•,' 69 -..0, bib I\ 411, ' . 11111 ' V) IIM e cfiC,I 0) t 1 . ! • GV ' -',• 0 e'' pi 2•MTR& t•I lreAtit I. '•.\° Int , 0 ... - twirl , x 7; ( VPi\ 0 m•.....' iTi T DR. ..../ Z S+' Illikr,1 la I 7 immiiihrl I I I I PI I 11..11.1 ., I 4 ; #7080 i 111111 1. 1111111111111111 I I! . A. : I I 1 • 1.. .sJ ( cv v i LL.1 , < 1 / 1 i Ell / . g RIDER'. • a „ ii im to° #5066 .,• 6• / GV7. , ( • _?...C1 M3AND. -4:i ["- • \ . \; Ck- 11.111 11 111 IMI I'f..;•i tr) I i --_.....,_, --„.......-- _..............._r_ • /MAI% _ 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. 1 Location : 9550 SW Greenburg Road, Tigard, OR 97220 System : #1 Contract : 16020 Data File : Bldg. 1 Dry Hydraulic CaIc..WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AFP Systems, Inc. Page 1 Date 2.26.16 Greenburg Rd.Apartments HYDRAULIC CALCULATIONS for Project name: Greenburg Road Apartments Location: 9550 SW Greenburg Road,Tigard, OR 97220 Drawing no: FP-2 Bldg. 1 Date: 3/8/16 Design Remote area number: #1 Remote area location: Building#1 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: 33 In-rack demand: n/a-GPM Hose streams: 100-GPM 57.9- Psi Total water required(including hose streams): 556-GPM @ Type of system: Dry Volume of dry or preaction system: 51. -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.) OD FROp ki � o- OREGON �Y13 ‘84 C. S'�j"`3 Expires: 61 1+ i 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 7.796 C2- Residual Flow : 446.75 D2-System Flow :456.012 D2-System Pressure : 57.941 Hose ( Demand) : 100 D3-System Demand : 556.012 Safety Margin : 12.564 150 140 130 p 120 R 110 E 100 S 90 S 80 0- Cl C2 U 70 - R 60 • D2 . 0 E 50 - D3 40 30 20 10 a' D1 100 200 300 400 500 600 700 800 900 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 e 3 ag AFP Systems, Inc. PPage 2.26.16 Greenburg Rd.Apartments SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 78.0 73 446.75 70.505 556.01 57.941 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H1 30.0 4.2 11.27 14.1 H2 30.0 4.2 11.37 14.16 H3 30.0 4.2 11.81 14.43 H4 30.0 4.2 11.6 14.3 H5 30.0 4.2 11.7 14.37 H6 30.0 4.2 12.04 14.57 49B 30.0 13.25 H7 33.5 4.2 10.65 13.71 H8 33.5 4.2 10.74 13.76 H9 33.5 4.2 11.15 14.03 H10 33.5 4.2 11.5 14.25 H11 33.5 4.2 11.63 14.32 48B 33.5 12.3 H12 37.0 4.2 11.83 14.45 H13 37.0 4.2 11.94 14.51 H14 37.0 4.2 12.29 14.73 46B 37.0 12.5 H15 33.5 4.2 10.31 13.49 H16 33.5 4.2 10.4 13.54 H17 33.5 4.2 10.8 13.8 H18 33.5 4.2 11.13 14.01 H19 33.5 4.2 11.25 14.09 43B 33.5 11.91 H2O 30.0 4.2 14.1 15.77 H21 30.0 4.2 14.25 15.86 H23 30.0 4.2 13.92 15.67 H22 30.0 4.2 14.07 15.75 42B 30.0 14.67 H24 30.0 4.2 8.63 12.34 H25 30.0 4.2 8.71 12.4 H26 30.0 4.2 9.06 12.64 H28 30.0 4.2 9.28 12.79 H27 30.0 4.2 9.37 12.86 44B 30.0 9.92 H29 30.0 4.2 8.16 12.0 H30 30.0 4.2 8.24 12.06 L. H31 30.0 4.2 8.57 12.29 H33 30.0 4.2 8.78 12.44 H32 30.0 4.2 8.87 12.51 45B 30.0 9.39 49A 27.5 18.67 48A 27.5 18.76 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Flow Summary - NFPA 2007 AFP Systems, Inc. Page 4 Greenburg Rd.Apartments Date 2.26.16 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 42A 27.5 18.2 43A 27.5 18.25 44A 27.5 18.34 45A 27.5 18.4 46A 27.5 18.65 47A 27.5 18.93 TDR 9.5 40.93 BDR 2.0 49.2 UG6 -3.0 53.44 BF1 3.0 54.76 BF2 3.0 58.97 SRC 12.0 57.94 100.0 1 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 AFP Systems, Inc. Page 5 Greenburg Rd.Apartments Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pe ,, ** * Notes *"" to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H1 30 4.20 14.10 1.25 0.0 6.500 100 10.272 to 0.0 0.0 H2 30 14.1 1.53 0.0 6.500 0.0152 0.099 Vel= 2.46 H2 30 4.20 14.16 1.25 0.0 8.000 100 11.3713 to 0.0 0.0 H3 30 28.26 1.53 0.0 8.000 0.0550 0.440 Vel= 4.93 H3 30 4.20 14.44 1.25 T 7.078 5.083 100 11.811 to 0.0 7.078 0.0 49B 30 42.7 1.53 0.0 12.161 0.1180 1.435 Vel= 7.45 0.0 49B 42.70 13.246 K Factor= 11.73 H4 30 4.20 14.30 1.25 0.0 6.500 100 11.5980.5 to 0.0 0.0 H5 30 14.3 1.53 0.0 6.500 0.0157 0.102 Vel= 2.50 H5 30 4.20 14.37 1.25 0.0 6.000 100 11.7007 to 0.0 0.0 H6 30 28.67 1.53 0.0 6.000 0.0565 0.339 Vel= 5.00 1-16 30 4.20 14.57 1.25 T 7.078 2.917 100 12.039 to 0.0 7.078 0.0 49B 30 43.24 1.53 0.0 9.995 0.1208 1.207 Vel = 7.55 49B 30 42.70 1.25 T 7.078 3.000 100 13.246 to 0.0 7.078 1.083 49A 27.500 85.94 1.53 0.0 10.078 0.4305 4.339 Vel= 15.00 0.0 49A 85.94 18.668 K Factor= 19.89 H7 33.500 4.20 13.71 1.25 0.0 6.000 100 10.6500 to 0.0 0.0 H8 33.500 13.71 1.53 0.0 6.000 0.0143 0.086 Vel = 2.39 H8 33.500 4.20 13.76 1.25 0.0 8.000 100 10.7360 to 0.0 0.0 H9 33.500 27.47 1.53 0.0 8.000 0.0522 0.418 Vel= 4.79 H9 33.500 4.20 14.02 1.25 T 7.078 3.167 100 11.154 to 0.0 7.078 0.0 48B 33.500 41.49 1.53 0.0 10.245 0.1119 1.146 Vel = 7.24 0.0 48B 41.49 12.300 K Factor= 11.83 H10 33.500 4.20 14.25 1.25 0.0 8.000 100 11.504 to 0.0 0.0 H11 33.500 14.25 1.53 0.0 8.000 0.0155 0.124 Vel= 2.49 H11 33.500 4.20 14.32 1.25 T 7.078 4.917 100 11.628 to 0.0 7.078 0.0 48B 33.500 28.57 1.53 0.0 11.995 0.0560 0.672 Vel = 4.99 48B 33.500 41.49 1.25 T 7.078 6.000 100 12.300 to 0.0 7.078 2.599 48A 27.500 70.06 1.53 0.0 13.078 0.2950 3.858 Vel = 12.23 0.0 48A 70.06 18.757 K Factor= 16.18 H12 37 4.20 14.45 1.25 0.0 7.000 100 11.8308 to 0.0 0.0 H13 37 14.45 1.53 0.0 7.000 0.0160 0.112 Vel= 2.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd.Apartments Dat 6 • te 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to Node2 Elev2 Fact or Ftng's Pe ******* Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf H13 37 4.20 14.51 1.25 T 7.078 2.583 100 11.942 to 0.0 7.078 0.0 46B 37 28.96 1.53 0.0 9.661 0.0576 0.556 Vel= 5.05 0.0 46B 28.96 12.498 H14 37 4.20 14.73 1.25 T 7.078 5.417 100 12.292 K Factor= 8.19 to 0.0 7.078 46B 37 14.73 1.53 0.0 46B 37 0.0 12.495 0.0165 0.206 Vel= 2.57 28.96 1.25 T 7.078 9.500 100 12.498 to 0.0 7.078 4.114 46A 27.500 43.69 1.53 0.0 16.578 0.1231 2.041 Vel = 7.62 0.0 46A 43.69 H15 33.500 4.20 13.49 1.25 18.653 K Factor= 10.12 to 0.0 6.000 100 10.314 0.0 0.0 0.0 H16 33.500 13.49 1.53 0.0 6.000 0.0140 0.084 Vel= 2.35 H16 33.500 4.20 13.54 1.25 0.0 8.000 100 10.398 to 0.0 0.0 0.0 H17 33.500 27.03 1.53 0.0 8.000 0.0508 0.406 Vel= 4.72 H17 33.500 4.20 13.81 1.25 T 7.078 3.083 100 10.804 to 0.0 7.078 0.0 43B 33.500 40.84 1.53 0.0 10.161 0.1087 1.104 Vel = 7.13 0.0 43B 40.84 H18 33.500 4.20 14.01 1.25 11.908 K Factor= 11.83 to 0.0 8.000 100 11.135 0.0 0.0 0.0 H19 33.500 14.01 1.53 0.0 8.000 0.0150 0.120 Vel= 2.44 H19 33.500 4.20 14.10 1.25 T 7.078 4.917 100 11.255 to 0.0 7.078 43B 33.500 28.11 1.53 0.0 0.0 11.995 0.0544 0.653 Vel = 4.91 43B 33.500 40.83 1.25 T 7.078 6.000 100 11.908 to 0.0 7.078 2.599 43A 27.500 68.94 1.53 0.0 13.078 0.2863 3.744 Vel = 12.03 0.0 43A 68.94 H2O 30 4.20 15.77 1.25 18.251 K Factor= 16.14 to 0.0 8.000 100 14.104 H21 30 0.0 0.0 0.0 15.77 1.53 0.0 8.000 0.0188 0.150 Vel= 2.75 H21 30 4.20 15.86 1.25 0.0 6.167 100 14.254 to 0.0 0.0 42B 30 31.63 1.53 0.0 0.0 6.167 0.0678 0.418 Vel= 5.52 0.0 42B 31.63 14.672 H23 30 4.20 15.67 1.25 0.0 8.000 100 13.922 K Factor= 8.26 to 0.0 0.0 0.0 H22 30 15.67 1.53 0.0 8.000 0.0185 0.148 Vel= 2.73 H22 30 4.20 15.75 1.25 T 7.078 1.917 100 14.070 to 0.0 7.078 0.0 42B 30 31.42 1.53 0.0 8.995 0.0669 0.602 Vel= 5.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 7 AFP Systems, Inc. Page 2.26.16 Greenburg Rd.Apartments Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt • to or Ftng's Pe ,*,*„*„ Notes " " Pf Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft 42B 30 31.64 1.25 T 7.078 3.000 100 14.672 2 to 0.0 7.078 42A 27.500 63.06 1.53 0.0 10.078 0.2427 2.446 Vel = 11.00 0.0 18.201 K Factor= 14.78 42A 63.06 H24 30 4.20 12.34 1.25 0.0 7.000 100 8.63186 to 0.0 0.0 H25 30 12.34 1.53 0.0 7.000 0.0119 0.083 Vel= 2.15 H25 30 4.20 12.40 1.25 0.0 8.000 100 8.7148 to 0.0 0.0 .0 H26 30 24.74 1.53 0.0 8.000 0.0430 0.344 Vel= 4.32 H26 30 4.20 12.64 1.25 T 7.078 2.250 100 9.05890 to 0.0 7.078 44B 30 37.38 1.53 0.0 9.328 0.0923 0.861 Vel= 6.52 0.0 9.919 K Factor= 11.87 44B 37.38 H28 30 4.20 12.79 1.25 0.0 7.500 100 9.2769.2 to 0.0 0.0 H27 30 12.79 1.53 0.0 7.500 0.0127 0.095 Vel= 2.23 H27 30 4.20 12.86 1.25 T 7.078 4.833 100 9.37193 to 0.0 7.078 44B 30 25.65 1.53 0.0 11.911 0.0460 0.548 Vel= 4.48 44B 30 37.38 1.25 2T 14.156 16.083 100 9.089 to 0.0 14.155 44A 27.500 63.03 1.53 0.0 30.238 0.2425 7.334 Vel = 11.00 0.0 18.336 K Factor= 14.72 44A 63.03 H29 30 4.20 12.00 1.25 0.0 7.000 100 8.1638 to 0.0 0.0 .0 H30 30 12.0 1.53 0.0 7.000 0.0113 0.079 Vel= 2.09 H30 30 4.20 12.06 1.25 0.0 8.000 100 8.24282 to 0.0 0.0 H31 30 24.06 1.53 0.0 8.000 0.0409 0.327 Vel= 4.20 H31 30 4.20 12.29 1.25 T 7.078 2.250 100 0.0 8.569 to 0.0 7.078 45B 30 36.35 1.53 0.0 9.328 0.0876 0.817 Vel= 6.34 0.0 9.386 K Factor= 11.86 45B 36.35 H33 30 4.20 12.44 1.25 0.0 7.500 100 8.7768 to 0.0 0.0 .0 H32 30 12.44 1.53 0.0 7.500 0.0120 0.090 Vel= 2.17 H32 30 4.20 12.51 1.25 T 7.078 4.833 100 8.86688 to 0.0 7.078 45B 30 24.95 1.53 0.0 11.911 0.0437 0.520 Vel = 4.35 45B 30 36.35 1.25 2T 14.156 20.250 100 9.386 .386 to 0.0 14.155 45A 27.500 61.3 1.53 0.0 34.405 0.2304 7.927 Vel= 10.70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AFP Systems, Inc. Greenburg Rd.Apartments Page 8 Date 2.26.16 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt - to Node2 Elev2 Fact or Ftng's Pe ******* Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf 45A 61.30 49A 27.500 18.396 K Factor= 14.29 85.94 3 0.0 9.000 100 18.668 to 0.0 0.0 0.0 48A 27.500 85.94 3.316 0.0 9.000 0.0099 0.089 Vel= 3.19 48A 27.500 70.06 3 0.0 5.750 100 18.757 to 0.0 0.0 0.0 47A 27.500 156.0 3.316 0.0 5.750 0.0301 0.173 Vel= 5.80 0.0 47A 156.00 47A 27.500 18.930 K Factor= 35.85 63.06 3 0.0 9.000 100 18.201 to 0.0 0.0 0.0 43A 27.500 63.06 3.316 0.0 9.000 0.0056 0.050 Vel= 2.34 43A 27.500 68.94 3 0.0 3.833 100 18.251 1 to0.0 0.0 0.0 44A 27.500 132.0 3.316 0.0 3.833 0.0222 0.085 Vel= 4.90 44A 27.500 63.02 3 0.0 1.333 100 18.336 to 0.0 0.0 0.0 45A 27.500 195.02 3.316 0.0 1.333 0.0450 0.060 Vel= 7.25 45A 27.500 61.30 3 0.0 3.417 100 18.396 ' to 0.0 0.0 0.0 46A 27.500 256.32 3.316 0.0 3.417 0.0752 0.257 Vel= 9.52 t 46A 27.500 43.69 3 to 0.0 2.750 100 18.653 0.0 0.0 0.0 47A 27.500 300.01 3.316 0.0 2.750 0.1007 0.277 Vel= 11.15 47A 27.500 156.00 3 T 15.632 27.583 100 18.930 to 3E 21.885 37.516 7.796 TDR 9.500 456.01 3.316 0.0 65.099 0.2182 14.204 Vel= 16.94 TDR 9.500 0.0 3 B 10.421 7.500 100 40.930 tBDR 2 Dge 5.106 15.527 3.248 456.01 3.316 0.0 23.027 0.2182 5.025 Vel = 16.94 BDR 2 0.0 4 T 28.063 6.000 120 49.203 to E 14.032 42.095 UG6 -3 2.166 456.01 4.316 0.0 48.095 0.0431 2.074 Vel= 10.00 UG6 -3 0.0 4 2E 29.067 30.000 140 53.443 to F 5.813 63.947 BF1 3 456.01 4.1 T 29.067 93.947 0.0417 3.914 Vel= 11.08 BF1 3 0.0 4 Zfc 0.0 5.000 140 54.758 - to 0.0 0.0 BF2 3 456.01 4.1 4.000 **Fixed Loss-4 0.0 5.000 0.0416 0.208 Vel= 11.08 BF2 3 0.0 4 T 29.067 37.000 140 58.966 ` to G 2.907 31.974 SRC 12 456.01 4.1 -3.898 0.0 68.974 0.0417 2.873 Vel= 11.08 100.00 SRC 556.010 Qa= 100.00 57.941 K Factor= 73.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 9 Date 2.26.16 Abbrev. Name AFP Systems, Inc. Greenburg Rd. Apartments Fitting Legend 1/2 3 1 1+/, 1+% 2 2% 3 3+/2 4 5 6 8 10 12 14 16 18 20 24 12 12 19 21 0 0 0 0 0 0 0 0 0 0 6 7 10 0 9 1 10 0 B NFPA 13 Butterfly Valve 2.2 4.9 8.9 Dge Dry Gem DPV-1 2 3 4 5 6 7 8 10. 12 22 18 22 27 35 40 45 50 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 215 24 28 E NFPA 13 45'StandardlwElbow 1 24 5 6 7 8 10 11 8 G F NFPA 13 45'Ga elbow 0 0 0 0 0 1 1 1 1 2 2 3 T NFPA 13 Gate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 T NFPA 13 90'Flow thru Tee Fitting generates a Fixed Loss Based on Flow Zfc Febco 856 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. CFactors of other thaon 120 and diametersr fittings not willked with a* adjusted be lculation other than Sched per NFPA. for •• Computer Programs by Hydratec Inc,. Routs-111 Windham N.H. USA 03087 ate-- , . . , - - TUALATIN VALLEY WATER DISTRICT Test#: 1202 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: i S1W26D38FH5C 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 711.-v/toil. Flow at 20psi residual pressure (calculated): 1678 gpm . t Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residual pressure gage. 3602536332 Pitot gage: 2-A5F6U-20-1 • Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1S1W26D38FH50 1953 MUELLER see map for location Read hydrant: 1S1W26D41FH50 1972 WATEROUS see map for location Remarks: 2 PORT HYDRANT • The mapping,flow or pressure information contained herein reflects conditions on the date and . time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. r r'�� N N : V i r ) A9.9 AS9 10.9. .0 A9.9 r Q ` S221fCH09 K , r ' / _ � < < M A.i I 3f I r n a ei '0— 2d 1 1 1 I oaoeg j I9.9 ne!A.9.9.9 z .eo lhwwnS '\ C 91w.fit I? t: ` m 91w.L I c9o9r 1 I III 'a-I\\ r)t 1 1 .y 1 '' \\\ O.' AO.t.° P b '1S _S3e. . • 433 `. <(\i `s .; , ;r9