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,'1 cC Down[07\ sitintittallIMISINZIMMUM F IRE, rt INC. FIRE PROTECTION CONTRACTORS 14195 S ,lid, PORK OP 91 4 (503)620-4,1+ DeltaFire, Inc 14795 Sw 72nd Ave Portland, OR 97224 503-620-4020 Job Name BURNHAM &ASH APARTMENTS BUILDING 1 Building : FP1 Location : BURNHAM ST&ASH AVE TIGARD OR 97223 System : 1 Contract : 15-5481 Data File : 955481-BHAA-FP-RevO Area 1.WXF s Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Soply curve t: DeltaFire, Inc Page 1 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 City Water Supply: Demand: Cl -Static Pressure : 104 D1 -Elevation : 4.890 C2-Residual Pressure: 92 D2-System Flow : 119.285 C2-Residual Flow : 1610 D2-System Pressure : 80.060 Hose( Demand) : 100 D3-System Demand :219.285 Safety Margin : 23.640 150 140 130 • • p 120 i R110 Ci E 100 -� C2 s 90 D2 S 80 U 70 03 R 60 E 50 40 • 30 20 10 6.t ..D1.. ....,.... . _, . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittm9s Used Summary DeltaFire, Inc Page 2 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Fitting Legend Abbrev, Name 3 % 1 114 1% _ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 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 rressure / riow summary - 5 I ANUl NU DeltaFire, Inc Page 3 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. ~ 1 11.29 4.9 34.64 na 28.84 0.1 288 7.0 2 11.29 36.1 na - 3 11.29 4.9 34.55 na 28.8 0.1 288 7.0 4 11.29 39.21 na 5 11.29 40.82 na 11.29 46.29 na 7 11.29 46.59 na 8 11.29 48.8 na 9 11.29 62.15 na C3 11.29 62.35 na 10 11.29 62.39 na 11 11.29 62.39 na 12 11.29 62.39 na C2 11.29 63.93 na 13 11.29 63.98 na 14 11.29 63.99 na 15 11.29 64.0 na 16 11.29 64.01 na 17 11.29 64.14 na 18 11.29 64.34 na 19 11.29 64.67 na 20 11.29 68.93 na RSR 3.0 72.66 na 21 3.0 78.72 na 22 -5.5 82.4 na HOSE -5.5 82.43 na 100.0 TEST 0.0 80.06 na _ 23 11.29 4.9 37.09 na 29.84 0.1 288 7.0 24 11.29 38.85 na 25 11.29 4.9 42.13 na 31,81 0.1 288 7.0 .26 11.29 45.22 na Cl 11.29 63.89 na 27 11.29 63.9 na 28 11.29 63.9 na The maximum velocity is 19.08 and it occurs in the pipe between nodes 6 and 7 r • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rInai L.alcuianons - Hazen-vvllliams DeltaFire, Inc Page 4 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv, Ln. Total N Pn 1 28.84 1.101 E 3.825 7.080 34.635 K Factor=4.90 to 150.0 0.0 3.825 0.0 - 2 28.84 0.1339 0.0 10.905 1.460 Vel= 9.72 2 -57.64 1.101 T 9,563 2.040 36.095 to 150.0 0.0 9.562 0.0 3 -28.8 -0.1335 0.0 11.602 -1.549 Vet= 9.71 4.90 Qa = 4.90 -23.90 34.546 K Factor= -4.07 2 57.64 1.394 T 9.523 10.840 36.095 to 150.0 0.0 9.523 0.0 4 57.64 0.1528 0.0 20.363 3.112 VeI= 12.12 4 29.84 1.598 0.0 9.500 39.207 to 150.0 0.0 0.0 0.0 5 87.48 0.1700 0.0 9.500 1.615 Vet= 13.99 5 0.0 1.598 T 11.656 20.510 40.822 to 150.0 0.0 11.656 0.0 6 87A8 0.1700 0.0 32.166 5.468 Vel= 13.99 6 31.80 1.598 0.0 1.000 46.290 to 150.0 0.0 0.0 0.0 - 7 119.28 0.3020 0.0 1.000 0.302 VeI= 19.08 7 0.0 1.598 0.0 7.310 46.592 to 150.0 0.0 0.0 0.0 8 119.28 0.3018 0.0 7.310 2.206 Vet= _19.08 8 0.0 1.598 E 5.828 26.750 48.798 to 150.0 T 11.656 17.484 0.0 9 119.28 0.3017 0.0 44.234 13.347 VeI= 19.08 9 0.0 3.26 0.0 14.290 62.145 to 120.0 0.0 0.0 0.0 C3 119.28 0.0141 0.0 14.290 0.202 Ve1= 4.58 C3 -87.54 3.26 T 20.159 12.520 62.347 to 120.0 0.0 20.159 0.0 10 31.74T^_0.0012 0.0 32.679 0.040 Vel= 1.22 10 -10.68 3.26 0.0 5.460 • 62.387 to 120.0 0.0 0.0 0.0 11 21.06 0.0005 0.0 _- 5.460 0.003 VeI= 0.81 11 -10.05 3.26 0.0 7.540 62.390 to 120.0 0.0 0.0 0.0 12 11.01 _0.0003 0.0 7.540 0.002 VeI= 0.42 12 0.0 1.394 T 9.523 196.350 62.392 to 150.0 2E 9.523 19.046 0.0 C2 _11.01 0.0071 0.0 215.396 1.539 VeI = 2.31 C2 29.96 3.26 0.0 27.000 63.931 to 120.0 0.0 0.0 0.0 r, 13 40.97 0.0020 0.0 27.000 0.053 VeI= 1.57 13 0.0 3.26 0.0 5.350 63.984 to 120.0 0.0 0.0 0.0 14 40.97 0,0021 0.0 5.350 0.011 Vel= 1.57 14 0.0 3.26 0.0 1.420 63.995 .to 120.0 0.0 0.0 0.0 15 , 40.97 0.0021 0.0 1.420 0.003 Vel= 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai L.,aicuiauons - rtazen-vvuliams DeltaFire, Inc Page 5 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes F Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -15 -_-.__` 0.0 3.26 0.0 4.670 63.998 to 120.0 0.0 0.0 0.0 16 40.97 0.0019 0.0 4.670 0.009 Vel= 1.57 16 0.0 3.26 2T 40.319 28.520 64.007 to 120.0 0.0 40.319 0.0 17 40.97 0.0020 0.0 68.839 0.135 Vel= 1.57 17 78.31 3.26 0.0 14.250 64.142 to 120.0 0.0 0.0 0.0 18 119.28 0.0141 0.0 14.250 0.201 Vel= 4.58 18 0.0 3.26 T 20.159 2.700 64.343 to 120.0 0.0 20.159 0.0 19 119.28 0.0142 0.0 22.859 0.324 Vel = 4.58 19 0.0 3.26 5E 47.038 35.740 64.667 to 120.0 Bvcb 6.72 53.758 3.000 **Fixed Loss= 3 20 119.28 0.0142 Fsp 0.0 89.4981.267 Vel = 4.58 20 0.0 4.26 T 26.334 8.290 68.934 to 120.0 0.0 26.334 3.590 RSR 119.28 0.0039 0.0 34.624 0.134 Vel= 2.68 RSR 0.0 4.26 E 13.167 2.450 72.658 to 120.0 0.0 13.167 6.000 * * Fixed Loss=6 21 119.280.0038 0.0 15.617 0.060 Vel= 2.68 21 0.0 6.357 0.0 8.500 78.718 to 120.0 0.0 0.0 3.681 22 119.28 0.0006 0.0 8.500 0.005 Vel= 1.21 22 0.0 6.16 2E 40.168 8.540 82.404 to 140.0 0.0 40.168 0.0 HOSE 119.28 0.0005 0.0 48.708 0.023 Vel= 1.28 HOSE 100.00 6.16 0.0 10.000 82.427 Qa= 100 to 140.0 0.0 0.0 -2.382 TEST 219.28 0.0015 0.0 10.000 0.015 Vet= 2.36 0.0 --� 219.28 80.060 K Factor= 24.51 23 29.84 1.101 T 9.563 2.760 37.091 K Factor=4.90 to 150.0 0.0 9.562 0.0 24 29.84 0.1427 0.0 12.322 1.758 Vel = 10.06 24 0.0 1.394 0.0 7.920 38.849 to 150.0 0.0 0.0 0.0 4 _ __. 29.84 0.0452 0.0 7.920 0.358 Vel = 6.27 0.0 29.84 39.207 K Factor= 4.77 25 31.81 1.101 2E 7.65 11.600 42.131 K Factor=4.90 to 150.0 0.0 7.650 0.0 26 31.81 0.1605 0.0 19.250 3.090 Vel= 10.72 26 0.0 1.394 T 9.523 11.500 45.221 to 150.0 0.0 9.523 0.0 6 _ 31.81 0.0508 * 0.0 21.023 1.069 Vel= 6.69 0.0 • 31.81 46.290 K Factor= 4.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai uaicuiations - hazen-vvinlams DeltaFire, Inc Page 6 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv, Ln. Total Pf Pn C3 87.54 3.26 0.0 193.370 62.347 to 120.0 0.0 0,0 0.0 - Cl 87.54 0.0080 0.0 193.370 1.545 Vel= 3.36 Cl -9.23 3.26 0.0 38.440 63.892 to 120.0 0.0 0.0 0.0 17 78.31 0.0065 0.0 38.440 0.250 Vel= 3.01 0.0 _ __� 78.31 64.142 K Factor= 9.78 Cl 9.23 3.26 T 20.159 11.020 63.892 to 120.0 0.0 20.159 0.0 27 9.23 0.0001 0.0 31.179 0.004 Vet= 0.35 27 10.68 3.26 0.0 9.960 63.896 to 120.0 0.0 0.0 0.0 28 _19.91 0.0005 0.0 9.960 0.005 Vel= 0.77 28 10.05 3.26 T 20.159 7.540 63.901 to 120.0 0.0 20.159 0.0 C2 29.96 0.0011 0.0 _ 27.699 0.030 Vet= 1.15 0.0 29.96 63.931 K Factor= 3.75 10 10.68 1.394 2T 19.046 194.870 62.387 to 150.0 2E 9.523 28.570 0.0 27 10.68 0.0068 0.0 223.440 1.509 Vel = 2.25 0.0 10.68 63.896 K Factor= 1.34 11 10.05 1.394 2T 19.046 202.400 62.390 to 150.0 6E 28.57 47.616 0.0 28 10.05 0.0060 0.0 _ 250.016 1.511 Vel= 2.11 0.0 _____ 10.05 63.901 K Factor= 1.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PIRE, INC. EIRE PROTECTION CONTRACTORS 14795 SI 72nd, POEM,09 97224 (503)620-4920 DeltaFire, Inc 14795 Sw 72nd Ave Portland, OR 97224 503-620-4020 Job Name : BURNHAM &ASH APARTMENTS BUILDING 1 Building : FP1 Location : BURNHAM ST&ASH AVE TIGARD OR 97223 System : 2 Contract : 15-5461 Data File : 155461-BHAA-FP-RevO Area 2.WXF Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087 .Water Supply Curve C: DeltaFire, Inc BURNHAM &ASH APARTMENTS BUILDING 1 Page 1 Date 2/8/2016 City Water Supply: Demand: Cl -Static Pressure : 104 D1 - Elevation 4.890 C2 - Residual Pressure: 92 D2-System Flow : 253.604 C2- Residual Flow 1610 D2-System Pressure : 53.955 Hose(Demand) : 100 D3-System Demand : 353.604 Safety Margin : 49.318 150 - 140 - 130 P 120 R110 Cl E 100 S 90 C2 S 80 U 70 R 60 UZ E 50 17: 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t-ttangs usea summary DeltaFire, Inc BURNHAM&ASH APARTMENTS BUILDING 1 Page 2 Date 2!8/2016 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 2'/: 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 1390'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 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 rressure / I-low summary - 51 ANUAKU DeltaFire, Inc Page 3 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual .�_ Actual Req. 29 11.29 5.6 12.13 na 19.5 0.1 195 7.0 30 11.29 13.14 na ' 31 11.29 5.6 12.47 na 19.77 0.1 195 7.0 32 11.29 14.9 na 33 . 11.29 5.6 17.23 na 23.25 0.1 195 7.0 34 11.29 20.47 na 35 11.29 28.9 na 36 11.29 29.0 na 37 11.29 29.25 na 14 11.29 30.56 na 13 11.29 30.63 na C2 11.29 30.94 na 28 11.29 31.22 na 27 11.29 31.32 na Cl 11.29 31.6 na 17 11.29 32.04 na 18 11.29 32.85 na 19 11.29 34.16 na 20 11.29 38.89 na RSR 3.0 52.26 na 21 3.0 52.51 na 22 -5.5 56.21 na HOSE -5.5 56.3 na 100.0 TEST 0.0 53.96 na 38 11.29 5.6 14.86 na 21.59 0.1 195 7.0 39 11.29 - 5.6 18.65 na 24.18 0.1 195 7.0 40 11.29 5.6 24.92 na 27.95 0.1 195 7.0 . 41 11.29 5.6 26.69 na 28.93 0.1 195 7.0 42 11.29 5.6 27.46 na 29.34 0.1 195 7.0 43 11.29 28.71 na - 44 11.29 29.47 na 45 11.29 29.99 na 16 11.29 30.61 na 46 11.29 5.6 27.95 na 29.6 0.1 195 7.0 '47 11.29 29.22 na 15 11.29 30.58 na 48 11.29 5.6 27.71 na 29.48 0.1 195 7.0 12 11.29 31.53 na 11 11.29 31.53 na 10 11.29 31.53 na C3 11.29 31.54 na The maximum velocity is 21.27 and it occurs in the pipe between nodes 34 and 35 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rInai Lalculatlons - rtazen-wlluams DeltaFire, Inc Page 4 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 29 19.50 1.101 T 9.563 6.000 12.125 K Factor= 5.60 to 150.0 0.0 9.562 0.0 30 19.5 0.0650 0.0 15.562 1.011 Vel= 6.57 30 -39.27 1.101 T 9.563 0.500 13.136 to 150.0 0.0 9.562 0.0 31 -19.77 -0.0666 0.0 10.062 -0.670 Vel= 6.66 5.60 Qa = 5.60 -14.17 _ 12.466 K Factor= -4.01 30 39.27 1.394 T 9.523 14.000 13.136 to 150.0 0.0 9.523 0.0 32 39.27 0.0751 0.0 23.523 1.767 Vel= 8.26 32 21.59 1.394 0.0 13.790 14.903 to 150.0 0.0 0.0 0.0 33 60.86 0.1690 0.0 13.790 2.331 Vel= 12.79 33 23.25 1.394 T 9.523 1.000 17.234 K Factor= 5.60 to 150.0 0.0 9.523 0.0 34 84.11 0.3074 0.0 10.523 3.235 Vel= 17.68 34 24.18 1.442 T 7.432 5.980 20.469 to 120.0 0.0 7.432 0.0 35 108.29 0.6288 0.0 13.412 8.433 _ Vel= 21.27 35 0.0 3.26 0.0 8.630 28.902 to 120.0 0.0 0.0 0.0 36 108.29 0.0118 0.0 8.630 0.102 Vel= 4.16 _ 36 56.89 3.26 0.0 9.330 29.004 to 120.0 0.0 0.0 0.0 37 _ 165.18 0.0258 0.0 9.330 0.241 Vel= 6.35 37 29.48 3.26 T 20.159 17.500 29.245 to 120.0 0.0 20.159 0.0 14 194.66 0.0350 -` 0.0 37.659 1.319 Vel= 7.48 14 -87.65 3.26 0.0 5.350 30.564 to 120.0 0.0 0.0 0.0 13 107.01 0.0116 0.0 5.350 0.062 Vel= 4.11 13 0.0 3.26 0.0 27.000 30.626 to 120.0 0.0 0.0 0.0 C2 107.01 0.01160.0 27.000 0.313 Vel= 4.11 C2 -6.56 3.26 T 20.159 7.540 30.939 to 120.0 0.0 20.159 0.0 28 _ 100.45 0.0103 0.0 27.699 0.285 Vel= 3.86 28 -4.23 3.26 0.0 9.960 31.224 to 120.0 0.0 0.0 0.0 27 96.22 0.0095 0.0 9.960 0.095 Vel= 3.70 27 -3.69 3.26 T 20.159 11.020 31.319 to 120.0 0.0 20.159 0.0 Cl 92.53 0.0089 0.0 31.179 0.276 Vel= 3.56 Cl 14.48 3.26 0.0 38.440 31.595 to 120.0 0.0 0.0 0.0 - 17 107.01 0.0116 0.0 38.440 0.445 Vel= 4.11 17 146.59 3.26 0.0 14.250 32.040 to 120.0 0.0 0.0 0.0 18 253.6 0.0571 0.0 14.250 0.814 Vel= 9.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-Inai uaicuiations - Hazen-williams DeltaFire, Inc Page 5 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv, Ln. Total Pf Pn 18 0.0 3.26 T 20.159 2.700 32.854 to 120.0 0.0 20.159 0.0 19 253.6 0.0572 0.0 22.859 1.307 Vel= 9.75 19 0.0 3.26 5E 47.038 35.740 34.161 to 120.0 0.0 47.038 0.0 20 253.6 0.0571 0.0 82.778 4.730 Vel= 9.75 20 0.0 4.26 T 26.334 8.290 38.891 to 120.0 Bvcb 15.8 42.134 12.590 ** Fixed Loss= 9 RSR 253.6 0.0155 Fsp 0.0 50.424 0.783 Vel= 5.71 RSR 0.0 4.26 E 13.167 2.450 52.264 to 120.0 0.0 13.167 0.0 21 253.6 0.0156 0.0 15.617 0.243 Vel= 5.71 21 0.0 6.357 0.0 8.500 52.507 to 120.0 0.0 0.0 3.681 22 253.6 0.0022 0.0 8.500 0.019 Vel= 2.56 22 0.0 6.16 2E 40.168 8.540 56.207 to 140.0 0.0 40.168 0.0 HOSE 253.6 0.0020 0.0 48.708 0.095 Vel= 2.73 HOSE 100.00 6.16 0.0 10.000 56.302 Qa = 100 to 140.0 0.0 0.0 -2.382 TEST 353.6 0.0035 0.0 10.000 0.035 Vel =- 3.81 0.0 353.60 53.955 K Factor= 48.14 . 38 21.59 1.101 0,0 0.500 14.864 K Factor= 5.60 to 150.0 0.0 0.0 0.0 32 21.59 0.0780 0.0 0.500 0.039 Vel = 7.28 0.0 21.59 14.903 K Factor= 5.59 39 24.18 1.101 E 3.825 15.000 18.649 K Factor= 5.60 to 150.0 0.0 3.825 0.0 34 24.18 0.0967 0.0 18.825 1.820 Vel= 8.15 0.0 24.18 20.469 K Factor= 5.34 40 27.95 1.101 0.0 14.000 24.918 K Factor= 5.60 to 150.0 0.0 0.0 0.0 41 27.95 0.1264 0.0 14.000 1.770 Vet= 9.42 41 28.93 1.394 T 9.523 6.010 26.688 K Factor= 5.60 to 150.0 0.0 9.523 0.0 36 56.88 0.1491 0.0 15.533 2.316 Vel = 11.96 0.0 56.88 29.004 K Factor= 10.56 42 29.34 1.101 0.0 9.040 27.458 K Factor= 5.60 to 150.0 0.0 0.0 0.0 43 29.34 0.1383 0.0 9.040 1.250 Vel= 9.89 43 0.0 1.394 T 9.523 7.780 28.708 to 150.0 0.0 9.523 0.0 44 29.34 0.0439 0.0 17.303 0.759 Vel = 6.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai calculations - r-Iazen-vvllllams DeltaFire, Inc Page 6 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 44 0.0 1.394 0.0 11.880 29.467 to 150.0 0.0 0.0 0.0 . 45 29.34 0.0438 0.0 11.880 0.520 Vet= 6.17 45 29.61 1.394 0.0 3.930 29.987 to 150.0 0.0 0.0 0.0 16 58.95 _ 0.1593 0.0 3.930 0.626 Vel = 12.39 16 87.65 3.26 2T 40.319 28.520 30.613 to 120.0 0.0 40.319 0.0 17 146.6 0.0207 0.0 68.839 1.427 Vet= 5.63 0.0 146.60 32.040 K Factor= 25.90 46 29,60 1.101 0.0 9.040 27.946 K Factor= 5.60 to 150.0 0.0 0.0 0.0 47 29.6 0.1405 0.0 9.040 1.270 Vei= 9.97 47 0.0 1.394 T 9.523 7.780 29.216 to 150.0 0.0 9.523 0.0 • 45 29.6 _ 0.0446 0.0 17.303 0.771 Vel= 6.22 0.0 29.60 29.987 K Factor= 5.41 16 -87.65 3.26 0.0 4.670 30.613 to 120.0 0.0 0.0 0.0 ' 15 -87.65 -0.0079 0.0 4.670 -0.037 Vel= 3.37 0.0 -87.65 30.576 K Factor=-15.85 48 29.48 1.101 T 9.563 1.420 27.714 K Factor=5.60 to 150.0 0.0 9.562 0.0 37 29.48 0.1394 0.0 10.982 1,531 Vel= 9.93 0.0 29.48 _ 29.245 K Factor= 5.45 14 87.65 3.26 0.0 1,420 30.564 to 120.0 0.0 0.0 0.0 15 87.65 0.0085 0.0 1.420 0.012 Vel= 3.37 0.0 87.65 30.576 K Factor= 15.85 C2 6.56 1.394 2E 9.523 196.350 30.939 to 150.0 T 9.523 19.046 0.0 12 6.56 0.0027 0.0 215,396 0.590 Vel= 1.38 12 0.0 3.26 0.0 7.540 31.529 to 120.0 0.0 0.0 0.0 11 6.56 0.0001 0.0 7.540 0.001 Vet= 0.25 11 4.23 3.26 0.0 5.460 31.530 to 120.0 0.0 0.0 0.0 10 10.79 0.0 0.0 5.460 0.0 Vel= 0.41 10 3.69 3.26 T 20.159 12.520 31.530 to 120.0 0.0 20.159 0.0 C3 14.48 0.0003 0.0 32.679 0.010 Vet= 0.56 C3 0.0 3.26 0.0 193.370 31.540 to 120.0 0.0 0.0 0.0 ' Cl 14.48 0.0003 0.0 193.370 0.055 Vel= 0.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rsnai ,arcuiations - ryazen-vvnuams DeltaFire, Inc Page 7 BURNHAM&ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 14.48 31.595 K Factor= 2.58 28 4.23 1.394 2T 19.046 202.400 31.224 to 150.0 6E 28.57 47.616 0.0 11 4.23 0.0012 0.0 250.016 0.306 Vet= 0.89 0.0 4.23 31.530 K Factor= 0.75 27 3.69 1.394 • 2T 19.046 194.870 31.319 to 150.0 2E 9.523 28.570 0.0 10 3.69 0.0009 0.0 223.440 0.211 Vel= 0.78 0.0 3.69 31.530 K Factor= 0.66 • Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 Di. samszalmosatstasurateINCI FIRE PROTECTION CONTRACTORS 14195 SW,12td, PORIA OR 87224 1503}620-4020 DeltaFire, Inc 14795 Sw 72nd Ave Portland, OR 97224 503-620-4020 Job Name : BURNHAM &ASH APARTMENTS BUILDING 1 Building : FP2 Location : BURNHAM ST&ASH AVE TIGARD OR 97223 System : 3 Contract : 15-5481 Data File : 155481-B HAA-FP-RevO Area 3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Sulply Curve • C • DeltaFire, Inc BURNHAM&ASH APARTMENTS BUILDING 1 Page 1 Date 2/8/2016 City Water Supply: Demand: Cl -Static Pressure : 104 D1 -Elevation : 13.552 C2-Residual Pressure: 92 D2-System Flow : 133.773 C2 -Residual Flow 1610 D2-System Pressure : 89.787 Hose( Demand) : 100 D3-System Demand :233.773 Safety Margin : 13.875 150 • 140 [ 130 P 120 R 110 E 100 D2C2 S 90 - ? ° S 80 .3 U 70 _ - R60 E 50 40 30 20 10 D1 ......... •. , . . . . . • . • . 200 400 600 800 W00 1200 1400 • 1600 • 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings used Summary DeltaFire, Inc Page 2 BURNHAM&ASH APARTMENTS BUILDING 1 Date 2/8/2016 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 21 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 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 vressure / rlow summary - s IANUAKU DeltaFire, Inc Page 3 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 57 31.29 4.9 43.72 na 32.4 0.1 324 7.0 58 31.29 47.68 na ' 59 31.29 52.27 na 60 31.29 59.55 na 61 31.29 59.7 na 62 31.29 59.71 na 63 31.29 62.0 na 64 31.29 62.01 na 65 31.29 62.04 na 66 31.29 62,21 na 67 31.29 62.33 na 68 31.29 68.88 na 69 3.0 88.44 na 70 -5.5 92.12 na HOSE -5.5 . 92.15 na 100.0 TEST 0.0 89.79 na 71 31.29 4.9 46.76 na 33.51 0.1 324 7.0 72 31.29 49.07 na 73 31.29 49.6 na 74 31.29 4.9 47.05 na 33.61 0.1 324 7.0 75 31.29 4.9 48.87 na 34.25 0.1 324 7.0 76 31.29 60.08 na 77 31.29 60.2 na 78 31.29 60.23 na - 79 31.29 60.24 na 80 31.29 61.28 na 81 31.29 61.28 na • 82 31.29 61.3 na 83 31.29 61.44 na 84 31.29 60.19 na • 85 31.29 60.21 na 86 31.29 60.14 na The maximum velocity is 11.74 and it occurs in the pipe between nodes 59 and 60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai t.dft;uIduuns - nacen-vvnivams DeltaFire, Inc Page 4 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn • 57 32.40 1.101 T 9.563 14.240 43.722 K Factor=4.90 to 150.0 0.0 9.562 0.0 58 32.4 0.1661 0.0 23.802 3.953 Vel= 10.92 58 33.61 1.598 T 11.656 33.830 47.675 to 150.0 0.0 11.656 0.0 59 66.01 0.1010 0.0 45.486 4.594 Vel= 10.56 59 67.76 2.157 E 6.153 37.220 52.269 to 120.0 T 12.307 18.460 0.0 60 133.77 0.1308 0.0 55.680 7.282 VeI= 11.74 60 -97.00 2.635 T 16.474 16.300 59.551 to 120.0 0.0 16.474 0.0 61 36.77 0.0045 0.0 32.774 0.149 Vel= 2.16 61 -22.14 2.635 0.0 8.750 59.700 to 120.0 0.0 0.0 0.0 62 14.63 0.0008 0.0 8.750 0.007 Vel= 0.86 62 0.0 1.61 E 4.0 241.250 59.707 • to 120.0 T 8.0 12.000 0.0 63 14.63 0.0091 0.0 253.250 2.295 Vel= 2.31 63 0.0 2.635 0.0 8.750 62.002 to 120.0 0.0 0.0 0.0 64 14.63 0.0008 0.0 8.750 0.007 Vel= 0.86 64 16.74 2.635 0.0 10.360 62.009 to 120.0 0.0 0.0 0.0 65 31.37 0.0034 0.0 10.360 0.035 Vet = 1.85 65 16.36 2.635 T 16.474 5.940 62.044 to 120.0 0.0 16.474 0.0 66 47.73 0.0073 0,0 22.414 0.164 Vel= 2.81 66 86.04 2.635 0.0 2.390 62.208 to 120.0 0.0 0.0 0.0 67 133.77 0.0494 0.0 2.390 0.118 VeI= 7.87 67 0.0 2.635 T 16.474 32.230 62.326 to 120.0 2E 16.474 39.812 3.000 **Fixed Loss= 3 68 133.77 0.0493 Bvcb 6.864 72.042 3.555 VeI= 7.87 Fsp 0.0 68 0.0 4.26 12E 158.005 116.020 68.881 • to 120.0 0.0 158.005 18.252 ** Fixed Loss=6 69 133.77 0.0048 0.0 274.025 1.303 Vel = 3.01 69 0.0 6.357 0.0 8.500 88.436 to 120.0 0.0 0.0 3.681 70 133.77 0.0008 0.0 8.500 0.007 VeI= 1.35 70 0.0 6.16 2E 40.168 8.540 92.124 to 140.0 0.0 40.168 0.0 HOSE 133.77 0.0006 0.0 48.708 0.029 Vel= 1.44 HOSE 100.00 6.16 0.0 10.000 92.153 Qa = 100 to 140.0 0.0 0.0 -2.382 TEST 233.77 0.0016 0.0 10.000 0.016 VeI = 2.52 0.0 233.77 89.787 K Factor= 24.67 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rn ldt l..dll:Utilluf l5 - ndzert-vvjiiiams DeltaFire, Inc Page 5 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv, Ln. Total Pf Pn 71 33.51 1.101 T 9.563 3.500 46.764 K Factor=4.90 to 150.0 0.0 9.562 0.0 72 33.51 0.1768 0.0 13.062 2.309 Vel = 11.29 72 0.0 1.598 T 11.656 6.770 49.073 to 150.0 0.0 11.656 0.0 73 33.51 0.0288 0.0 18.426 0.530 Vel= 5.36 73 34.25 1.598 T 11.656 13.490 49.603 to 150.0 0.0 11.656 0.0 59 67.76 0.1060 0.0 25.146 2.666 Vel = 10.84 0.0 67.76 52.269 K Factor= 9.37 74 33.61 1.598 T 11.656 9.840 47.053 K Factor=4.90 to 150.0 0.0 11.656 0.0 58 33.61 0.0289 _ 0.0 21.496 0.622 Vel= 5.38 0.0 33.61 47.675 K Factor= 4.87 75 34.25 1.101 0.0 4.000 48.867 K Factor=4.90 to 150.0 0.0 0.0 0.0 73 34.25 0.1840 0.0 4.000 0.736 Vel = 11.54 0.0 - _ 34.25 49.603 K Factor= 4.86 60 97.01 2.635 0.0 19.360 59.551 to 120.0 0.0 0.0 0.0 76 97.01 0„0272 0.0 19.360 0.527 Vel = 5.71 76 -58.21 2.635 T 16.474 8.670 60.078 to 120.0 0.0 16.474 0.0 77 38.8 0.0050 0.0 25.144 0.126 Vel= 2.28 77 -12.70 2.635 0.0 12.250 60.204 to 120.0 0.0 0.0 0.0 78 26.1 0.0024 0.0 12.250 0.029 Vel= 1.54 78 -12.99 2.635 0.0 7.820 60.233 to 120.0 0.0 0.0 0.0 79 13.11 0.0008 0.0 7.820 0.006 Vel= 0.77 79 0.0 1.598 E 5.828 186.760 60.239 to 150.0 T 11.656 17.484 0.0 80 13.11 0.0051 0.0 204.244 1.037 Vel = 2.10 80 0.0 2.635 0.0 7.830 61.276 to 120.0 0.0 0.0 0.0 81 13.11 0.0006 0.0 7.830 0.005 Vel= 0.77 81 12.99 2.635 0.0 10.000 61.281 to 120.0 0.0 0.0 0.0 82 26.1 0.0024 0.0 10.000 0.024 Vel = 1.54 82 12.70 2.635 T 16.474 10.920 61.305 to 120.0 0.0 16.474 0.0 83 38.8 0.0050 0.0 27.394 0.137 Vel = 2.28 83 47.25 2.635 0.0 35.130 61.442 to 120.0 0.0 0.0 0.0 66 86.05 0.0218 0.0 35.130 0.766 Vel= 5.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinai calculations - lyazen-wlluams DeltaFire, Inc Page 6 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** . Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 86.05 _ 62.208 K Factor= 10.91 61 22.14 1.598 T 11.656 25.250 59.700 to 150.0 0.0 11.656 0.0 84 22.14 0.0134 0.0 36.906 0.493 _ Vel= 3.54 _ 84 -5.40 1.598 T 11.656 215.990 60.193 to 150.0 0.0 11.656 0.0 64 16.74 0.0080 __ 0.0 227.646 1.816 Vel= 2.68 0.0 16.74 _ _ 62.009 K Factor= 2.13 84 5.40 1.598 T 11.656 10.360 60.193 to 150.0 0.0 11.656 0,0 85 5.4 0.0010 0.0 22.016 0.022Vel = 0.86 85 10.96 1.598 2T 23.312 216.000 60.215 to 150.0 0.0 23.312 0.0 65 _ _ 16.36 0.0076 0.0 239.312 1.829 Vel= 2.62 0.0 16.36 62.044 K Factor= 2.08 85 -10.96 1.61 T 8.0 5.940 60.215 to 120.0 • 0.0 8.000 0.0 _86 __ -10.96__-0.0053______ 0.0 13.940 _ -0.074 ____ Vel= 1.73 86 58.20 2.635 0.0 180.870 60.141 to 120.0 0.0 0.0 0.0 83 47.24 0.0072 _ 0.0 180.870 1.301 Vel= 2.78 0.0 47.24 _ 61.442 K Factor= 6.03 86 -58.20 2.635 0.0 5.900 60.141 to 120.0 0.0 0.0 0.0 76 _v 58.2 -0.0107 0.0 5.900 -0.063 _ Vel= 3.42 0.0 __ -58.20__ 60.078 K Factor= -7.51 77 12.71 1.598 3T 34.968 189.020 60.204 to 150.0 E 5.828 40.796 0.0 82 12.71_ 0.0048 0.0 229.816 1.101 Vel= 2.03 0.0 _ 12.71 61.305 K Factor= 1.62 78 12.98 1.598 2T 23.312 186.770 60.233 to 150.0 0.0 23.312 0.0 81 12.98 0.0050„_ 0.0 210.082 1.048 Vel= 2.08 0.0 ___ _�__12_98 61.281 K Factor= 1.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t l • UV A, INCI FIRE PROTECTION CONTRACTORS 14195 S.W,72nd, FORM OR 97224 (593)620-402O DeltaFire, Inc 14795 Sw 72nd Ave Portland, OR 97224 503-620-4020 Job Name : BURNHAM &ASH APARTMENTS BUILDING '1 Building : FP3 Location : BURNHAM ST&ASH AVE TIGARD OR 97223 System : 4 Contract : 15-5481 Data File : 155481-BHAA-FP-RevO Area 4.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvater uppiy L,Urve • DeltaFire, Inc Page 1 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 City Water Supply: Demand: Cl -Static Pressure : 104 D1 -Elevation : 18.788 C2-Residual Pressure: 92 02-System Flow : 351.035 C2- Residual Flow : 1610 D2-System Pressure : 93.074 Hose(Demand) : 100 D3-System Demand :451.035 Safety Margin : 9.786 150 140 130 p 120 R110 C7 E 100 : D2 S 90 S 80 C3 U 70 R60 E 50 40 30 20 D1 10 [i - 200 400 600 800 1000 1200 1400 1600 1800 FLOW N" 1.85} Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I-Ittings Used iuinmary . • • DeltaFire, Inc Page 2 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Fitting Legend Abbrev. Name _ % '/, 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 • 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 pressure I Now summary - S I ANUAKU DeltaFire, Inc Page 3 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 87 43.38 5.6 16.14 na 22.5 0.1 225 7.0 88 42.38 17.55 na '89 42.38 17.96 na 90 42.38 19.41 na 91 42.38 22.69 na .92 42.38 31.84 na 93 42.38 32.27 na 94 42.38 33.7 na 95 42.38 43.25 na 96 42.38 47.31 na 97 42.38 49.12 na 98 35.0 63.27 na 99 -5.5 95.3 na • HOSE -5.5 95.4 na 100.0 TEST 0.0 93.07 na 100 43.38 5.6 16.28 na 22.59 0.1 225 7.0 101 42.38 17.69 na 102 42,38 18.09 na 103 42.38 19.4 na 104 42.38 23.65 na 105 42.38 31.82 na 106 42.38 31.83 na 107 43.38 5.6 16.53 na 22.77 0.1 225 7.0 108 43.38 5.6 16.65 na 22.85 0.1 225 7.0 ' 109 43.38 5.6 17.9 na 23.69 0.1 225 7,0 110 43.38 5.6 17.91 na 23.7 0.1 225 7.0 111 43.38 5.6 20.79 na 25.53 0.1 225 7.0 . 112 43.38 5.6 21.02 na 25.67 0.1 225 7.0 113 43.38 5.6 21.71 na 26.1 0.1 225 7.0 114 42.38 23.42 na - 115 42.38 23.97 na 116 42.38 25.94 na 117 42.38 31.32 na 118 43.38 5.6 22.23 na 26.4 A.1 225 7.0 "119 43.38 5.6 22.67 na 26.66 0.1 225 7.0 120 42.38 24.43 na 121 42.38 24.99 na 122 42.38 27.06 na 123 42.38 31.27 na 124 43.38 5.6 23.2 na 26.97 0.1 225 7.0 125 43.38 5.6 24.1 na 27.49 0.1 225 7.0 126 43.38 5.6 25.16 na 28.09 0.1 225 7.0 127 42.38 33.8 na 128 42.38 33.81 na 129 42.38 43.14 na 130 42.38 43.15 na 131 42.36 47.28 na 132 42.38 47.26 na 133 42.38 31.82 na The maximum velocity is 18.6 and it occurs in the pipe between nodes 104 and 105 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams DeltaFire, Inc Page 4 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn • 87 22.50 1.049 T 5.0 1.000 16.143 K Factor=5.60 to 120.0 0.0 5.000 0.433 88 22.5 0.1618 0.0 6.000 0.971 Vel= 8.35 88 0.0 1.442 0.0 11.900 17.547 to 120.0 0.0 0.0 0.0 89 22.5 0.0344 0.0 11.900 0.409 Vel= 4.42 89 22.77 1.442 0.0 11.640 17.956 to 120.0 0.0 0.0 0.0 90 45.27 0.1253 0.0 11.640 1.458 Vel= 8.89 90 23.70 1.442 0.0 12.000 19.414 to 120.0 0.0 0.0 0.0 91 68.97 0.2728 0.0 12.000 3.274 Vet= 13.55 91 25.67 1.442 T 7.432 11.250 22.688 to 120.0 0.0 7.432 0.0 92 94.64 0.4901 0.0 18.682 9.156 Vet= 18.59 92 34.42 3.26 T 20.159 6.140 31.844 " to 120.0 0.0 20.159 0.0 93 129.06 0.0164 0.0 26.299 0.430 Vet = 4.96 93 161.71 3.26 0.0 19.350 32.274 to 120.0 0.0 0.0 0.0 94 _ 290.77 0.0736 0.0 19.350 1.424 Vel= 11.18 - 94 -51.91 3.26 0.0 186.770 33.698 to 120.0 0.0 0.0 0.0 95 238.86 0.0512 0.0 186.770 9.554 Vel = 9.18 95 51.91 3.26 T 20.159 35.000 43.252 to 120.0 0.0 20.159 0.0 96 _ 290.77 0.0736 0.0 55.159 4.060 Vel= 11.18 96 60.27 3.26 0.0 17.300 47.312 to 120.0 0.0 0.0 0.0 97 351.04 0.1042 0.0 17.300 1.803 Vet= 13.49 97 0.0 3.26 T 20.159 21.260 49.115 to 120.0 3E 28.223 55.102 6.196 ** Fixed Loss=3 98 351.04 0.1043 Bvcb 6.72 76.362 7.963 Vet = 13.49 ._` ,._ Fsp 0.0 98 0.0 4.26 13E 171.172 128.230 63.274 ` to 120.0 0.0 171.172 23.541 **Fixed Loss=6 99 351.04 0.0283 0.0 299.402 8.484 Vet= 7.90 99 0.0 6.16 E 20.084 8.540 95.299 to 140.0 0.0 20.084 0.0 HOSE 351.04 0.0035 0.0 28.624 0.101 Vet= 3.78 HOSE 100.00 6.16 0.0 10.000 95.400 Qa= 100 to 140.0 0.0 0.0 -2.382 TEST 451.04 0.0056 0.0 10.000 0.056 Vel= 4.86 0.0 451.04 93.074 K Factor= 46.75 100 22.59 1.049 T 5.0 1.000 16.277 K Factor= 5.60 • to 120.0 0.0 5.000 0.433 101 22.59 0.1630 0.0 6.000 0.978 Vet= 8.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams DeltaFire, Inc Page 5 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 • Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn • 101 0.0 1.442 0.0 11.500 17.688 to 120.0 0.0 0.0 0.0 102 22.59 0.0346 _ 0.0 11.500 0..398 Vel = 4.44 102 22.86 1.442 0.0 10.450 18.086 to 120.0 0.0 0.0 0.0 103 45.45 0.1262 0.0 10.450 1.319 Vel= 8.93 103 23.69 1.442 0.0 15.470 19.405 to 120.0 0.0 0.0 0.0 104 69.14 0.2741 0.0 15.470 4.241 Vel= 13.58 104 25.54 1.442 T 7.432 9.230 23.646 to 120.0 0.0 7.432 0.0 105 94.68 0.4903 0.0 16.662 8.170 Vel = 18.60 105 -30.50 3.26 0.0 3.840 31.816 to 120.0 0.0 0.0 0.0 106 64.18 0.0047 0.0 3.840 0.018 Vel= 2.47 106 -29.76 3.26 0.0 6.910 31.834 �u to 120.0 0.0 0.0 0.0 92 34.42 0.0014 0.0 6.910 0.010 Vel= 1.32 0.0 34.42 31.844 K Factor= 6.10 107 22.77 1.049 T 5.0 1.000 16.530 K Factor= 5.60 to 120.0 0.0 5.000 0.433 89 22.77 0.1655 0.0 6.000 0.993 Vel= 8.45 0.0 22.77 17.956 K Factor= 5.37 108 22.85 1.049 T 5.0 1.000 16.654 K Factor=5.60 to 120.0 0.0 5.000 0.433 102 22.85 0.1665 0.0 6.000 0.999 Vel= 8.48 0.0 22.85 18.086 K Factor= 5.37 109 23.69 1.049 T 5.0 1.000 17.903 K Factor= 5.60 to 120.0 0.0 5.000 0.433 103 23.69 0.1782 0.0 6.000 1.069 Vel= 8.79 0.0 23.69 19.405 K Factor= 5.38 110 23.70 1.049 T 5.0 1.000 17.912 K Factor=5.60 to 120.0 0.0 5.000 0.433 90 23.7 _ 0.1782 0.0 6.000 1.069 Vet= 8.80 0.0 ___- 23.70 19.414 K Factor= 5.38 111 25.53 1,049 E 2.0 4.840 20.792 K Factor= 5.60 to 120.0 T 5.0 7.000 0.433 104 25.53 0.2045 0.0 11.840 2.421 Vel= 9.48 0.0 25.53 23.646 K Factor= 5.25 112 25.67 1.049 T 5.0 1.000 21.016 K Factor= 5.60 to 120.0 0.0 5.000 0.433 91 25.67 0.2065 0.0 6.000 1.239 Vel= 9.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 renal L alculations - Hazen-Williams DeltaFire, Inc Page 6 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 / Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 25.67 22.688 K Factor= 5.39 113 26.10 1.049 T 5.0 1.000 21.714 K Factor=5.60 to 120.0 0.0 5.000 0.433 114 26.1 0.2130 0.0 6.000 1.278 Vel= 9.69 114 0.0 1.442 0.0 12.000 23.425 to 120.0 0.0 0.0 0.0 115 26.1 0.0452 0.0 12.000 0.542 _ Vel= 5.13 115 26.40 1.442 0.0 12.000 23.967 to 120.0 0.0 0.0 0,0 116 52.5 0.1648 0.0 12.000 1.977 Vel= 10.31 _ 116 27.49 1.442 T 7.432 7.540 25.944 to 120.0 0.0 7.432 0.0 117 79.99 0.3590 0.0 14.972 5.375 _ Vel= 15.71 117 81.73 3.26 T 20.159 18.260 31.319 to 120.0 0.0 20.159 0.0 93 161.72 0.0249 0.0 38.419 0.955 Vel = 6.22 0.0 161.72 32.274 K Factor= 28.47 118 26.40 1.049 T 5.0 1.000 22.229 K Factor=5.60 . to 120.0 0.0 5.000 0.433 115 26.4 0.2175 0.0 6.000 1.305 Vel = 9.80 0.0 26.40 23.967 K Factor= 5.39 119 26.66 1.049 T 5.0 1.000 22.668 K Factor=5.60 to 120.0 0.0 5.000 0.433 120 26.66 0.2215 0.0 6.000 1.329 Vel= 9.90 120 0.0 1.442 0.0 11.920 24.430 to 120.0 0.0 0.0 0.0 121 26.66 0.0471 0.0 11.920 0.561 Vel= 5.24 121 26.98 1.442 0.0 12.080 24.991 to 120.0 0.0 0.0 0.0 122 53.64 0.1714 0.0 12.080 2.070 Vel= 10.54 122 28.09 1.442 E 3.716 7.540 27.061 to 120.0 0.0 3.716 0.0 123 `81.73 0.3736 0.0 11.256 4.205 Vel= 16.06 123 0.0 3.26 0.0 7.580 31.266 to 120.0 0.0 0.0 0.0 117 81.73 0.0070 0.0 7.580 0.053 Vel= 3.14 0.0 81.73 31.319 K Factor= 14.60 124 26.97 1.049 T 5.0 1.000 23.200 K Factor= 5.60 to 120.0 0.0 5.000 0.433 • _ 121 26.97 0.2263 0.0 6.000 1.358 Vel= 10.01 0.0 26.97 24.991 K Factor= 5.39 125 27.49 1.049 T 5.0 1.000 24.104 K Factor= 5.60 to 120.0 0.0 5.000 0.433 116 27.49 0.2345 0.0 6.000 1.407 Vel= 10.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 renal calculations - Hazen-wllllams DeltaFire, Inc Page 7 BURNHAM &ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 27.49 25.944 K Factor= 5.40 126 28.09 1.049 T 5.0 1.000 25.164 K Factor=5.60 to 120.0 0.0 5.000 0.433 122 28.09 0.2440 0.0 6.000 1.464 Vel= 10.43 0.0 28,09 27.061 K Factor= 5.40 94 51.91 3.26 T 20.159 11.920 33.698 to 120.0 0.0 20.159 0.0 127 51.91 0.0031 0.0 32.079 0.098 Vel= 2.00 127 -26.47 3.26 0.0 14.050 33.796 to 120.0 0.0 0.0 0.0 128 25.44 0.0008 0.0 14.050 0.011 Vel= 0.98 128 0.0 1.442 4T 29.728 186.760 33.807 to 120.0 0.0 29.728 0.0 129 25.44 0.0431 0.0 216.488 9.336 Vel= 5.00 129 0.0 3.26 0.0 14.050 43.143 to 120.0 0.0 0.0 0.0 130 25.44 0.0008 0.0 14.050 0.011 _ Vel= 0.98 130 26.47 3.26 T 20.159 11.920 43.154 . to 120.0 0.0 20.159 0.0 95 51.91 0.0031 0.0 32.079 0.098 Vel= 2.00 0.0 51.91 43.252 K Factor= 7.89 96 -60.26 3.26 0.0 8.620 47.312 to 120.0 0.0 0.0 0.0 131 -60.26 -0.0041_ _ 0.0 8.620 -0.035 Vel= 2.32 131 29.76 3.26 0.0 14.420 47.277 to 120.0 0.0 0.0 0.0 132 -30.5 -0.0011 0.0 14.420 -0.016 Vel= 1.17 132 0.0 1.442 2T 14.864 241.140 47.261 to 120.0 0.0 14.864 0.0 133 _ -30.5 -0.0603 0.0 256.004 -15.437 Vel= 5.99 133 0.0 3.26 0.0 6.160 31.824 to 120.0 0.0 0.0 0.0 105 -30.5 -0.0013 0.0 6.160 -0.008 Vel= 1.17 0.0 -30.50 31.816 K Factor= -5.41 106 29.77 1.442 2T 14.864 245.550 31.834 to 120.0 2E 7.432 22.296 0.0 131 29.77 0.0577 0.0 267.846 15.443 Vel= 5.85 0.0 29.77 47.277 K Factor= 4.33 127 26.47 1.442 2T 14.864 186.770 33.796 to 120.0 0.0 14.864 0.0 - _ 130 26.47 0.0464 0.0 201.634 9.358 Vel= 5.20 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 renal t;alculations - Hazen-Williams DeltaFire, Inc Page 8 BURNHAM&ASH APARTMENTS BUILDING 1 Date 2/8/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26.47 _ 43.154 K Factor= 4.03 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 wins ll� ME, INCI FIRE PROTECTION CONTRACTORS 14799 SY.720, Imo,OR 97224 1503}620-4020 DeltaFire, Inc 14795 Sw 72nd Ave Portland, OR 97224 503-620-4020 Job Name : Burnham &Ash Apartments Building : Building 1 Location : Burnham st&Ash AVE, Tigard OR 97223 System : 9 Contract : 15-5481 Data File : 155481-BHAA-FP-RevO Area 9.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water, Supply Curve C . . . ' • DeltaFire, Inc Page 1 Burnham &Ash Apartments Date 3/11/2016 City Water Supply: Demand: Cl -Static Pressure : 104 D1 -Elevation : 4.132 C2 -Residual Pressure: 92 D2-System Flow : 376.524 C2-Residual Flow : 1610 D2-System Pressure : 97.862 Hose( Demand) : 250 D3-System Demand : 626.524 Safety Margin : 4.045 150 140 130 p120 R110 ' C1 — — ci E 100 : o — C2 S 90 03 - _, S 80 ' U 70 - . R 60 E 50 • 40 ' 30 20 10 ns.. ......... . . . . . . . . . . . . . . . , . . _ . . . . . . . . . . . . . . , . . . . . . . . , - . . . . . . , - - - - 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I ,Fittings Used Summary • DeltaFire, Inc Page 2 Burnham&Ash Apartments Date 3/11/2016 Fitting Legend Abbrev. _Name — __ % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 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 rressure / How summary - S I ANUAKU DeltaFire, Inc Page 3 Burnham &Ash Apartments Date 3/11/2016 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 49 9.59 11.2 14.67 na 42.9 0.15 280 7.0 50 9.57 11.2 14.77 na 43.04 0.15 280 7.0 51 9.54 11.2 15.08 na 43.5 0.15 290 7.0 52 9.51 11.2 15.77 na 44.48 0.15 290 7.0 53 9.48 11.2 16.83 na 45.95 • 0.15 280 7.0 -54 9.45 11.2 18.7 na 48.43 0.15 300 7.0 264 9.42 11.2 21.39 na 51.8 0.15 320 7.0 265 9.38 11.2 25.38 na 56.42 0.15 320 7.0 267 9.11 68.64 na 56 9.06 72.61 na 55 3.0 89.24 na BLK 3.0 89.31 na RSR 3.0 89.37 na 21 3.0 89.87 na 22 -5.5 99.59 na HOSE -5.5 100.0 na 250.0 TEST 0.0 97.86 na The maximum velocity is 22.15 and it occurs in the pipe between nodes 265 and 267 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rinat uaicuiattons - rtazen-vvintams DeltaFire, Inc Page 4 Burnham &Ash Apartments Date 3/11/2016 . ▪ Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf/Ft Eqv, Ln. Total Pf Pn 49 42.90 2.635 0.0 14.000 14.674 K Factor= 11.20 to 120.0 0.0 0.0 0.009 50 42.9 0.0060 0.0 14.000 0.084 Vel = 2.52 50 43.04 2.635 0.0 14.000 14.767 K Factor= 11.20 to 120.0 0.0 0.0 0.013 51 85.94_ 0.0218 0.0 14.000 0.305 Vet= 5.06 51 43.50 2.635 0.0 14.550 15.085 K Factor= 11.20 to 120.0 0.0 0.0 0.013 52 129.44 0.0465 0.0 14.550 0.676 Vel= 7.62 52 44.48 2.635 0.0 13.000 15.774 K Factor= 11.20 to 120.0 0.0 0.0 0.013 53 173.92 0.0802 0.0 13.000 1.042Vet= 10.23 53 45.95 2.635 0,0 15.000 16.829 K Factor= 11.20 to 120.0 0.0 0.0 0.013 54 219.87 0.12370.0 15.000 1.856 Vel= 12.94 54 48.43 2.635 0.0 15.000 18.698 K Factor= 11.20 • to 120.0 0.0 0.0 0.013 • 264 268.3 0.1788 0.0 15.000 2.682 Vel= 15.79 • 264 51.80 2.635 0.0 16.000 21.393 K Factor= 11.20 to 120.0 0.0 0.0 0.017 265 320.10 2479 0.0 16.000 3.966 Vet= 18.83 265 56.42 2.635 0.0 128.910 25.376 K Factor= 11.20 to 120.0 0.0 0.0 0.117 267 376.52 0.3347 _ 0.0 128.910 43.148 Vel= 22.15 267 0.0 3.26 E 9.408 23.860 68.641 to 120.0 0.0 9.408 0.022 56 376.520.1187 0.0 33.268 3.949 Vet= 14.47 56 0.0 3.26 3E 28.223 37.600 72.612 to 120.0 T 20.159 55.102 5.625 **Fixed Loss= 3 55 376.52 0.1187 Bvcb 6.72 92.702 ' 11.004 Vet= 14.47 _.._ Fsp 0.0 55 0.0 4.26 0.0 2.000 89.241 to 120.0 0.0 0.0 0.0 BLK 376.52 0.0325 0.0 2.000 0.065 Vel= 8.48 BLK 0.0 4.26 0.0 2.000 89.306 to 120.0 0.0 0.0 0.0 RSR 376.52 0.0320 0.0 2.000 0.064 Vel= 8.48 RSR 0.0 4.26 E 13.167 2.450 89.370 to 120.0 0.0 13.167 0.0 21 376.52 0.0323 0.0 15.617 0.504 Vet= 8.48 21 0.0 6.357 0.0 8.500 89.874 to 120.0 0.0 0.0 9.681 ** Fixed Loss=6 22 376.52 0.0046 0.0 8.500 0.039 Vet= 3.81 22 0.0 6.16 2E 40.168 60.000 99.594 to 140.0 0.0 40.168 0.0 • HOSE 376.52 0.0040 0.0 100.168 0.404 Vet= 4.05 " HOSE 250.00 8.27 0.0 100.000 99.998 Qa=250 to 140.0 0.0 0.0 -2.382 - TEST 626.52 0.0025 0.0 100.000 0.246 Vet= 3.74 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 t-inai t;alcuiattons - Hazen-Wltliams DeltaFire, Inc Page 5 Burnham &Ash Apartments Date 3/11/2016 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "**"" Notes """ Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 _626.52 97.862 K Factor= 63.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087