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Report (27) W5 -a-`e-7 / 3111S— 5e.) t/ac�ksb ted' s- 7 C t � x 4 ► 1 INDUST IES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." c1/45) PROFk-s GINE 6> ccs / 54 9P4i/ i1 ileFifiral 14 I • �?y 15 FySYNN, S�PJ EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 5 Drawing Location : 13145 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 5 dry.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 5 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 5 Location: 13145 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 Design Remote area number: 1 Remote area location: Attic Occupancy classification: Light Hazard Density: 0.10-Gpm/SqFt Area of application: 2591 - SqFt Coverage per sprinkler: 112-SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 33 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 570.105- GPM @ 79.207- Psi Type of system: Dry Volume of dry or preaction system: 260-Gal Water supply information Date: 12-14-2015 Location: 459'South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 5 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 21.438 C2- Residual Pressure: 91 D2-System Flow : 470.105 C2- Residual Flow : 1450 D2- System Pressure : 79.207 Hose( Demand ) : 100 D3-System Demand : 570.105 Safety Margin : 12.615 150 • 140 i• • 130 i• • P 120 R 110 E 100 _ Cl C2 S 90 a D2 S 80 U 70 i•• D3 R 60 E 50 40 30 20 u1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Scholls Ferry Apartments Building 5 Page 3 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 ' 1 1% 1% 2 21/2 3 31/2 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 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 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 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 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY 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 r Flow Summary - NFPA 2007 JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 5 Date 9-1-2016 - SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.822 570.1 79.207 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 244.5 4.2 7.31 11.35 2 244.5 4.2 7.8 11.73 3 244.5 4.2 9.65 13.04 4 244.5 4.2 7.11 11.2 5 244.5 4.2 7.59 11.57 6 244.5 4.2 9.39 12.87 7 244.5 10.65 9 250.0 4.2 10.21 13.42 10 250.0 4.2 9.15 12.71 11 250.0 4.2 9.62 13.03 12 250.0 10.95 8 242.25 13.98 13 242.25 16.46 15 248.75 4.2 18.24 17.94 17 248.75 4.2 18.81 18.22 18 248.75 19.66 20 252.75 4.2 14.65 16.08 21 252.75 4.2 12.33 14.75 22 252.75 4.2 13.16 15.24 23 252.75 15.7 25 248.75 4.2 12.05 14.58 26 248.75 4.2 10.46 13.59 27 248.75 4.2 11.18 14.04 28 248.75 13.02 30 244.25 4.2 21.43 19.44 32 244.5 4.2 10.15 13.38 33 244.5 4.2 10.8 13.8 34 244.5 4.2 8.56 12.28 35 244.5 4.2 9.11 12.68 36 244.5 4.2 11.17 14.04 37 244.5 14.04 38 243.0 17.44 39 251.0 4.2 7.74 11.68 41 248.5 4.2 9.38 12.86 40 248.5 9.66 42 248.5 4.2 10.34 13.51 43 248.5 10.88 44 243.0 16.96 45 250.0 4.2 13.91 15.66 46 243.0 18.18 47 243.0 19.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 JET FIRE PROTECTION Page 5 - Scholls Ferry Apartments Building 5 Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 49 244.25 4.2 21.85 19.63 51 241.75 4.2 18.55 18.09 52 241.75 4.2 18.55 18.09 53 241.75 19.7 55 252.75 4.2 8.99 12.6 56 252.75 4.2 9.61 13.02 57 252.75 4.2 11.08 13.98 58 252.75 11.8 60 242.25 27.23 61 242.25 26.54 62 242.25 24.91 19 242.25 24.16 14 242.25 23.89 24 242.25 23.89 31 242.25 23.93 63 242.25 23.93 48 242.25 24.09 64 242.25 24.71 50 242.25 24.98 54 242.25 25.51 59 242.25 26.54 65 242.25 30.55 • 66 223.0 41.19 TDR 223.0 43.14 BDR 213.0 51.51 UGI 213.0 52.74 UG2 209.0 59.2 UG4 206.0 61.93 UG5 206.0 62.57 UG7 203.0 64.1 UG9 199.0 66.01 UG11 197.0 67.15 UG13 197.0 67.19 UG15 196.0 67.81 UG20 198.0 67.18 UG19 202.0 65.19 UG17 206.0 62.89 UG22 195.0 69.56 UG23 195.0 70.35 UG24 195.0 79.1 TEST 195.0 79.21 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams - 2007 • JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 5 Date 9-1-2016 - 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 1 244.500 4.20 11.35 1 0.0 7.750 100 7.308 to 0.0 0.0 0.0 2 244.500 11.35 1.049 0.0 7.750 0.0639 0.495 Vel = 4.21 2 244.500 4.20 11.74 1 0.0 7.750 100 7.803 to 0.0 0.0 0.0 3 244.500 23.09 1.049 0.0 7.750 0.2378 1.843 Vel = 8.57 3 244.500 4.20 13.04 1.25 T 4.282 2.750 100 9.646 to 0.0 4.282 0.0 7 244.500 36.13 1.38 0.0 7.032 0.1432 1.007 Vel = 7.75 0.0 7 36.13 10.653 K Factor= 11.07 4 244.500 4.20 11.20 1 0.0 7.750 100 7.111 to 0.0 0.0 0.0 5 244.500 11.2 1.049 0.0 7.750 0.0625 0.484 Vel = 4.16 5 244.500 4.20 11.57 1 0.0 7.750 100 7.595 to 0.0 0.0 0.0 6 244.500 22.77 1.049 0.0 7.750 0.2317 1.796 Vel = 8.45 6 244.500 4.20 12.88 1.25 T 4.282 4.750 100 9.391 to 0.0 4.282 0.0 7 244.500 35.65 1.38 0.0 9.032 0.1397 1.262 Vel = 7.65 7 244.500 36.13 1.25 E 2.141 2.500 100 10.653 to 0.0 2.141 0.964 8 242.250 71.78 1.38 0.0 4.641 0.5098 2.366 Vel = 15.40 0.0 8 71.78 13.983 K Factor= 19.20 9 250 4.20 13.42 1 T 3.568 5.000 100 10.206 to 0.0 3.568 0.0 12 250 13.42 1.049 0.0 8.568 0.0871 0.746 Vel = 4.98 0.0 12 13.42 10.952 K Factor= 4.06 10 250 4.20 12.71 1 0.0 6.000 100 9.152 to 0.0 0.0 0.0 11 250 12.71 1.049 0.0 6.000 0.0787 0.472 Vel = 4.72 11 250 4.20 13.03 1 T 3.568 1.000 100 9.624 to 0.0 3.568 0.0 12 250 25.74 1.049 0.0 4.568 0.2907 1.328 Vel = 9.56 12 250 13.41 1.25 T 4.282 8.750 100 10.952 to 0.0 4.282 3.346 13 242.250 39.15 1.38 0.0 13.032 0.1661 2.165 Vel = 8.40 0.0 13 39.15 16.463 K Factor= 9.65 8 242.250 71.78 1.5 0.0 12.750 100 13.983 to 0.0 0.0 0.0 13 242.250 71.78 1.682 0.0 12.750 0.1945 2.480 Vel = 10.36 13 242.250 39.15 1.5 T 7.065 10.000 100 16.463 to 0.0 7.066 0.0 14 242.250 110.93 1.682 0.0 17.066 0.4352 7.427 Vel = 16.02 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 7 Scholls FerryApartments Building 5 Date 9-1-2016 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 14 110.93 - 23.890 K Factor= 22.70 15 248.750 4.20 17.94 1 T 3.568 6.000 100 18.238 to 0.0 3.568 0.0 18 248.750 17.94 1.049 0.0 9.568 0.1491 1.427 Vel = 6.66 0.0 18 17.94 - 19.665 K Factor= 4.05 17 248.750 4.20 18.22 1 T 3.568 2.000 100 18.811 to 0.0 3.568 0.0 18 248.750 18.22 1.049 0.0 5.568 0.1534 0.854 Vel = 6.76 18 248.750 17.93 1.25 T 4.282 7.500 100 19.665 to 0.0 4.282 2.804 19 242.250 36.15 1.38 0.0 11.782 0.1434 1.689 Vel = 7.75 0.0 19 36.15 24.158 K Factor= 7.35 20 252.750 4.20 16.08 1 T 3.568 5.000 100 14.653 to 0.0 3.568 0.0 23 252.750 16.08 1.049 0.0 8.568 0.1217 1.043 Vel = 5.97 0.0 23 16.08 15.696 K Factor= 4.06 - 21 252.750 4.20 14.75 1 0.0 8.000 100 12.332 to 0.0 0.0 0.0 22 252.750 14.75 1.049 0.0 8.000 0.1039 0.831 Vel = 5.48 22 252.750 4.20 15.24 1 T 3.568 3.000 100 13.163 to 0.0 3.568 0.0 23 252.750 29.99 1.049 0.0 6.568 0.3857 2.533 Vel = 11.13 23 252.750 16.07 1.25 T 4.282 12.000 100 15.696 to 0.0 4.282 4.537 24 242.250 46.06 1.38 0.0 16.282 0.2245 3.655 Vel = 9.88 0.0 24 46.06 23.888 K Factor= 9.42 25 248.750 4.20 14.58 1 T 3.568 6.000 100 12.050 to 0.0 3.568 0.0 28 248.750 14.58 1.049 _ 0.0 9.568 0.1016 0.972 Vel = 5.41 0.0 28 14.58 _ 13.022 K Factor= 4.04 26 248.750 4.20 13.59 1 0.0 8.000 100 10.463 to 0.0 0.0 0.0 27 248.750 13.59 1.049 0.0 8.000 0.0892 0.714 Vel = 5.04 27 248.750 4.20 14.04 1 T 3.568 2.000 100 11.177 to 0.0 3.568 0.0 28 248.750 27.63 1.049 0.0 5.568 0.3314 1.845 Vel = 10.26 _ 28 248.750 14.58 1 T 3.568 7.500 100 13.022 to 0.0 3.568 2.804 29 - 242.250 42.21 1.049 0.0 _ 11.068 0.7261 8.036 Vel = 15.67 0.0 29 _ 42.21 23.862 K Factor= 8.64 - 30 244.250 4.20 19.44 1 E 1.427 4.500 100 21.430 to T 3.568 4.995 0.855 31 242.250 19.44 1.049 0.0 9.495 0.1731 1.644 Vel = 7.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams - JET FIRE PROTECTION Page 8 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 0.0 23.929 K Factor= 3.97 31 19.44 _ 32 244.500 4.20 13.38 1 0.0 7.500 100 10.148 to 0.0 0.0 0.0 33 244.500 13.38 1.049 0.0 7.500 0.0867 0.650 Vel = 4.97 33 244.500 4.20 13.80 1 T 3.568 6.500 100 10.798 to 0.0 3.568 0.0 37 244.500 27.18 1.049 0.0 10.068 0.3216 3.238 Vel = 10.09 0.0 14.036 K Factor= 7.25 37 27.18 34 244.500 4.20 12.28 1 0.0 7.500 100 8.555 to 0.0 0.0 0.0 35 244.500 12.28 1.049 0.0 7.500 0.0740 0.555 Vel = 4.56 35 244.500 4.20 12.68 1 0.0 7.500 100 9.110 to 0.0 0.0 0.0 36 244.500 24.96 1.049 0.0 7.500 0.2748 2.061 Vel = 9.27 36 244.500 4.20 14.04 1 T 3.568 1.000 100 11.171 . to 0.0 3.568 0.0 37 _ 244.500 39.0 1.049 0.0 4.568 0.6272 2.865 Vel = 14.48 37 244.500 27.18 1.25 T 4.282 2.000 100 14.036 to 0.0 4.282 0.650 38 243 66.18 1.38 0.0 6.282 0.4387 2.756 Vel = 14.20 38 243 0.0 1.25 T 4.282 1.000 100 17.442 to 0.0 4.282 0.0 47 243 66.18 1.38 0.0 5.282 0.4388 2.318 Vel = 14.20 0.0 19.760 K Factor= 14.89 47 66.18 39 251 4.20 11.68 1 E 1.427 7.500 100 7.737 to T 3.568 4.995 1.083 40 248.500 11.68 1.049 0.0 12.495 0.0674 0.842 Vel = 4.34 0.0 40 11.68 9.662 K Factor= 3.76 41 248.500 4.20 12.86 1 0.0 3.500 100 9.380 to 0.0 0.0 0.0 40 248.500 12.86 1.049 0.0 3.500 0.0806 0.282 Vel = 4.77 40 248.500 11.69 1 T 3.568 1.000 100 9.662 to 0.0 3.568 0.0 43 248.500 24.55 1.049 0.0 4.568 0.2664 1.217 Vel = 9.11 0.0 43 24.55 10.879 K Factor= 7.44 42 248.500 4.20 13.51 1 T 3.568 2.500 100 10.343 to 0.0 3.568 0.0 43 248.500 13.51 1.049 0.0 6.068 0.0883 0.536 Vel = 5.02 43 248.500 24.54 1 E 1.427 4.750 100 10.879 to 0.0 1.427 2.382 44 243 38.05 1.049 0.0 6.177 0.5993 3.702 Vel = 14.13 44 243 0.0 1.25 0.0 7.750 100 16.963 to 0.0 0.0 0.0 46 243 38.05 1.38 0.0 7.750 0.1577 1.222 Vel = 8.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 9 - Scholls Ferry Apartments Building 5 Date 9-1-2016 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 0.0 46 - 38.05 18.185 K Factor= 8.92 45 250 4.20 15.66 1 E 1.427 5.750 100 13.907 to T 3.568 4.995 3.032 46 243 15.66 1.049 0.0 10.745 0.1160 1.246 Vel = 5.81 46 243 38.06 1.25 T 4.282 1.000 100 18.185 to 0.0 4.282 0.0 47 243 53.72 1.38 0.0 5.282 0.29.82 1.575 Vel = 11.52 47 243 66.18 1.5 T 5.71 0.750 100 19.760 to 0.0 5.710 0.314 48 242.250 119.9 1.61 - 0.0 6.460 0.6218 4.017 Vel = 18.90 0.0 48 119.90 24.091 K Factor= 24.4.3 49 244.250 4.20 19.63 1 2E 2.855 6.500 100 21.845 to T 3.568 6.423 0.855 50 242.250 19.63 1.049 0.0 12.923 0.1762 2.277 Vel = 7.29 0.0 50 19.63 24.977 K Factor= 3.93 51 241.750 4.20 18.09 1 T 3.568 4.000 100 18.553 • to 0.0 3.568 0.0 53 241.750 18.09 1.049 _ 0.0 7.568- 0.1514 1.146 Vel = 6.72 0.0 53 _ 18.09 _ 19.699 K Factor= 4.08 _ 52 241.750 4.20 18.09 1 T 3.568 4.000 100 18.553 to 0.0 3.568 0.0 53 241.750 18.09 1.049 0.0 7.568 0.1514 1.146 Vel = 6.72 53 241.750 18.09 1 T 3.568 7.500 100 19.699 to 0.0 3.568 -0.227 54 242.250 36.18 1.049 - 0.0 11.068 0.5460 6.043 Vel = 13.43 0.0 54 36.18 25.515 K Factor= 7.16 55 252.750 4.20 12.60 1 0.0 8.000 100 8.994 to 0.0 0.0 0.0 56 252.750 12.6 1.049 _ 0.0 8.000 0.0775 0.620 Vel = 4.68 _ 56 252.750 4.20 13.02 1 T 3.568 4.000 100 9.614 to 0.0 3.568 0.0 58 252.750 25.62 1.049 0.0 7.568 0.2883 2.182 Vel = 9.51 0.0 58 25.62_ 11.796 K Factor= 7.46 57 252.750 4.20 13.98 1 T 3.568 4.000 100 11.084 to 0.0 3.568 0.0 58 252.750 13.98 1.049 0.0 7.568 0.0941 0.712 Vel = 5.19 58 252.750 25.62 1 T 3.568 12.250 100 11.796 to 0.0 3.568 4.537 59 242.250 39.6 1.049 0.0 15.818 0.6452 10.206 Vel = 14.70 0.0 59 39.60 26.539 K Factor= 7.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 10 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 60 242.250 -186.98 3 0.0 15.000 100 27.226 to 0.0 0.0 0.0 61 242.250 -186.98 3.26 0.0 15.000 -0.0455 -0.683 Vel = 7.19- 61 242.250 0.0 3 V 4.796 31.000 100 26.543 to 0.0 4.795 0.0 62 242.250 -186.98 3.26 0.0 35.795 -0.0456 -1.631 Vel = 7.19 62 242.250 0.0 3 V 4.796 11.750 100 24.912 to 0.0 4.795 0.0 19 242.250 -186.98 3.26 0.0 16.545 -0.0456 -0.754 Vel = 7.19 19 242.250 36.15 3 0.0 8.750 100 24.158 to 0.0 0.0 0.0 14 242.250 -150.83 3.26 0.0 8.750 -0.0306 -0.268 Vel = 5.80 14 242.250 110.93 3 0.0 1.000 100 23.890 to 0.0 0.0 0.0 24 242.250 -39.9 3.26 0.0 1.000 -0.0020 -0.002 Vel = 1.53 24 242.250 -2.31 3 0.0 9.000 100 23.888 to 0.0 0.0 0.0 29 242.250 -42.21 3.26 0.0 9.000 -0.0029 -0.026 Vel = 1.62 0.0 23.862 K Factor= -8.64 • 29 -42.21 - 24 242.250 48.37 3 0.0 11.000 100 23.888 to 0.0 0.0 0.0 31 242.250 48.37 3.26 0.0 11.000 0.0037 0.041 Vel = 1.86 31 242.250 19.44 3 0.0 0.750 100 23.929 to 0.0 0.0 0.0 63 242.250 67.81 3.26 0.0 0.750 0.0067 0.005 Vel = 2.61 63 242.250 0.0 3 V 4.796 17.750 100 23.934 to 0.0 4.795 0.0 48 242.250 67.81 3.26 0.0 22.545 0.0070 0.157 Vel = 2.61 _- 48 242.250 119.90 3 0.0 13.500 100 24.091 to 0.0 0.0 0.0 64 242.250 187.71 3.26 0.0 = 13.500 0.0459 0.620 Vel = 7.22 64 242.250 0.0 3 V 4.796 1.000 100 24.711 to 0.0 4.795 0.0 50 242.250 187.71 3.26 0.0 5.795 0.0459 0.266 Vel = 7.22 50 242.250 19.63 3 0.0 9.750 100 24.977 to 0.0 0.0 0.0 54 242.250 207.34 3.26 0.0 9.750 0.0552 0.538 Vel = 7.97 54 242.250 36.18 3 V 4.796 9.000 100 25.515 to 0.0 4.795 0.0 59 242.250 _243.52 3.26 0.0 13.795 0.0742 1.024 Vel = 9.36 59 242.250 39.60 3 0.0 7.000 100 26.539 to 0.0 0.0 0.0 60 242.250 283.12 3.26 0.0 7.000 0.0981 0.687 Vel = 10.88 0.0 60 283.12 27.226 K Factor= 54.26 60 242.250 470.10 4 X 15.036 21.000 100 27.226 to 2V 12.78 27.815 0.0 65 242.250 470.1 4.26 0.0 48.815 0.0682 3.327 Vel = 10.58 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 11 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 65 242.250 0.0 4 X 15.036 18.500 100 30.553 to 0.0 15.035 8.348 66 223 470.1 4.26 0.0 33.535 0.0682 2.286 Vel = 10.58 66 223 0.0 4 V 6.39 22.250 100 41.187 to 0.0 6.390 0.0 TDR 223 470.1 4.26 0.0 28.640 0.0681 1.951 Vel = 10.58 TDR 223 0.0 4 Bvca 7.518 5.000 100 43.138 to Dvc 19.734 54.317 4.331 BDR 213 470.1 4.26 S 20.674 59.317 0.0682 4.043 Vel = 10.58 V 6.39 BDR 213 0.0 4 E 13.167 12.000 120 51.512 to 0.0 13.167 0.0 UG1 213 470.1 4.26 0.0 25.167 0.0486 1.224 Vel = 10.58 UG1 213 0.0 4 F 6.373 95.500 150 52.736 to E 15.932 22.305 1.732 UG2 209 470.1 4.07 0.0 117.805 0.0402 4.736 Vel = 11.59 UG2 209 0.0 6 E 17.893 183.000 150 59.204 to F 8.947 26.839 1.299 UG4 206 470.1 5.86 0.0 209.839 0.0068 1.430 Vel = 5.59 • UG4 206 0.0 6 0.0 93.750 150 61.933 to 0.0 0.0 0.0 UG5 206 470.1 5.86 0.0 93.750 0.0068 0.638 Vel = 5.59 UG5 206 -279.13 6 T 38.342 142.750 150 62.571 to 0.0 38.342 1.299 UG7 203 190.97 5.86 0.0 181.092 0.0013 0.234 Vel = 2.27 UG7 203 0.0 6 F 8.947 128.500 150 64.104 to 0.0 8.946 1.732 UG9 199 190.97 5.86 0.0 137.446 0.0013 0.177 Vel = 2.27 UG9 199 0.0 6 F 8.947 202.750 150 66.013 to 0.0 8.946 0.866 UG11 197 190.97 5.86 0.0 211.696 0.0013 0.273 Vel = 2.27 UG11 197 0.0 6 0.0 32.500 150 67.152 to 0.0 0.0 0.0 UG13 197 190.97 5.86 0.0 32.500 0.0013 0.041 Vel = 2.27 UG13 197 0.0 6 F 8.947 132.250 150 67.193 to 0.0 8.946 0.433 UG15 196 190.97 5.86 0.0 141.196 0.0013 0.182 Vel = 2.27 UG15 196 0.0 6 2F 17.893 125.000 150 67.808 to T 38.342 56.235 -0.866 UG20 198 190.97 5.86 0.0 181.235 0.0013 0.233 Vel = 2.27 UG20 198 -470.10 6 T 38.342 58.000 150 67.175 to 0.0 38.342 -1.732 UG19 202 -279.13 5.86 0.0 96.342 -0.0026 -0.250 Vel = 3.32 UG19 202 0.0 6 0.0 219.000 150 65.193 to 0.0 0.0 -1.732 UG17 206 -279.13 5.86 0.0 219.000 -0.0026 -0.569 Vel = 3.32 . UG17 206 0.0 6 0.0 123.250 150 62.892 to 0.0 0.0 0.0 UG5 206 -279.13 5.86 0.0 123.250 -0.0026 -0.321 Vel = 3.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 12 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 UG5 -279.13 62.571 K Factor=-35.29 UG20 198 470.10 6 0.0 159.000 150 67.175 to 0.0 0.0 1.299 UG22 195 470.1 5.86 0.0 159.000 0.0068 1.084 Vel = 5.59 UG22 195 0.0 6 F 8.947 108.000 150 69.558 to 0.0 8.946 0.0 UG23 195 470.1 5.86 0.0 116.946 0.0068 0.796 Vel = 5.59 UG23 195 0.0 8 Zcg 0.0 9.000 120 70.354 to 0.0 0.0 8.726 ** Fixed Loss=8.726 UG24 195 470.1 8.249 0.0 9.000 0.0020 0.018 Vel = 2.82 UG24 195 0.0 8 T 55.354 20.000 140 79.098 to 0.0 55.354 0.0 TEST 195 470.1 8.27 0.0 75.354 0.0014 0.109 Vel = 2.81 100.00 Qa = 100.00 TEST 570.10 79.207 K Factor= 64.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ""•- tS‘r ----- JET SIIP 2 9 ?016 11/4 INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" PRop6.s % Ai -57/4) / 54 91:' It/ 1 ;Or laritrif ir I •,, Icfpk. 4101.: rtylj, N I EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 5 Drawing Location : 13145 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 5 Residential.WXF ro Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 5 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 5 Location: 13145 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 Design Remote area number: 2 Remote area location: 3rd Floor Residential Occupancy classification: R-2 Density: 0.10-Gpm/SgFt Area of application: 4 Heads-SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100- GPM Total water required(including hose streams): 169.618-GPM @ 75.363- Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 12-14-2015 Location: 459' South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 5 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 20.139 C2- Residual Pressure: 91 D2-System Flow : 69.618 C2- Residual Flow : 1450 D2- System Pressure : 75.363 Hose ( Demand ) : 100 D3- System Demand : 169.618 Safety Margin : 16.618 150 140 130 ' p 120 R 110 E 100 S 90 Cl C2 _ S 80 D2 U 70 D R 60 E 50 40 ' 30 ' 20 o D1 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 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 5 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 3/4 1 1% 1% 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 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 ✓ 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY 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. r Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 JET FIRE PROTECTION Page 4 4 Scholls Ferry Apartments Building 5 Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure - TEST 92.0 91 1450.0 91.981 169.62 75.363 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H D 1 241.5 4.9 7.04 13.0 HD2 241.5 4.9 12.04 17.0 1 241.5 4.34 13.8 16.12 K=K @ EQ1 2 241.5 4.39 14.98 17.0 K=K @ EQ2 4 241.5 4.34 15.86 17.28 K=K @ EQ1 3 241.5 15.91 5 241.5 17.34 6 241.5 4.34 19.6 19.21 K=K @ EQ1 7 241.5 23.01 8 241.5 33.15 9 241.5 37.11 TWR 223.0 49.58 BWR 213.0 54.94 UG1 213.0 55.06 UG2 209.0 56.93 UG4 206.0 58.27 UG5 206.0 58.29 UG7 203.0 59.59 UG9 199.0 61.33 UG11 197.0 62.2 UG13 197.0 62.2 U G 15 196.0 62.64 UG20 198.0 61.78 UG19 202.0 60.04 UG17 206.0 58.29 UG22 195.0 63.11 UG23 195.0 63.14 UG24 195.0 75.36 TEST 195.0 75.36 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 HD1 241.500 4.90 13.00 0.75 0 3.0 3.500 150 7.039 to 2N 14.0 17.000 0.0 EQ1 241.500 13.0 0.874 0.0 20.500 0.0944 1.935 Vel = 6.95 0.0 • EQ1 13.00 8.974 K Factor= 4.34 HD2 241.500 4.90 17.00 0.75 0 3.0 2.000 150 12.037 to 2N 14.0 17.000 0.0 EQ2 241.500 17.0 0.874 _ 0.0 19.000 0.1551 2.946 Vel = 9.09 0.0 EQ2 17.00 14.983 K Factor= 4.39 1 241.500 4.34 16.12 0.75 N 7.0 8.000 150 13.804 K= K @ EQ1 to 0.0 7.000 0.0 3 241.500 16.12 0.874 0.0 15.000 0.1407 2.110 Vel = 8.62 0.0 3 16.12 15.914 K Factor= 4.04 2 241.500 4.39 17.00 0.75 0 3.0 3.000 150 14.983 K= K @ EQ2 to 0.0 3.000 0.0 3 241.500 17.0 0.874 0.0 6.000 0.1552 0.931 Vel = 9.09 0.0 3 17.00 _ 15.914 K Factor= 4.26 4 241.500 4.34 17.28 0.75 0 3.0 6.250 150 15.862 K= K @ EQ1 to 0.0 3.000 0.0 5 241.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 0.0 17.341 K Factor= 4.15 5 17.28 3 241.500 33.12 1 0.0 8.250 150 15.914 to 0.0 0.0 0.0 5 241.500 33.12 1.101 0.0 8.250 0.1730 1.427 Vel = 11.16 5 241.500 17.29 1 0.0 6.000 150 17.341 to 0.0 0.0 0.0 6 241.500 50.41 1.101 0.0 6.000 0.3762 2.257 Vel = 16.99 6 241.500 4.34 19.21 1.25 0 6.0 9.750 150 19.598 K= K @ EQ1 to 0.0 6.000 0.0 7 241.500 69.62 1.394 0.0 15.750 0.2167 3.413 Vel = 14.64 7 241.500 0.0 1.5 0 8.0 65.000 150 23.011 to 2N 18.0 26.000 0.0 8 241.500 69.62 1.598 0.0 91.000 0.1114 10.140 Vel = 11.14 8 241.500 0.0 1.5 N 9.0 18.500 150 33.151 to 0 8.0 17.000 0.0 9 241.500 69.62 1.598 _ 0.0 35.500 0.1114 3.956 Vel = 11.14 9 241.500 0.0 1.5 2N 18.0 22.000 150 37.107 to 0.0 18.000 8.012 TWR 223 69.62 1.598 0.0 40.000 0.1114 4.457 Vel = 11.14 TWR 223 0.0 2 3V 12.922 6.000 120 49.576 to Bvca 7.384 20.306 4.331 BWR 213 69.62 2.157 0.0 26.306 0.0391 1.028 Vel = 6.11 BWR 213 0.0 4 T 26.334 16.000 120 54.935 to S 28.968 68.469 0.0 UG1 213 69.62 4.26 E 13.167 84.469 0.0014 0.120 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 " 'Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 213 0.0 4 F 6.373 95.500 150 55.055 to E 15.932 22.305 1.732 UG2 209 69.62 4.07 0.0 117.805 0.0012 0.139 Vel = 1.72 UG2 209 0.0 6 E 17.893 183.000 150 56.926 to F 8.947 26.839 1.299 UG4 206 69.62 5.86 0.0 209.839 0.0002 0.042 VeI = 0.83 UG4 206 0.0 6 0.0 93.750 150 58.267 to 0.0 0.0 0.0 UG5 206 69.62 5.86 0.0 93.750 0.0002 0.018 Vel = 0.83 UG5 206 -41.34 6 T 38.342 142.750 150 58.285 to 0.0 38.342 1.299 UG7 203 28.28 5.86 0.0 181.092 0 0.008 Vel = 0.34 UG7 203 0.0 6 F 8.947 128.500 150 59.592 to 0.0 8.946 1.732 UG9 199 28.28 5.86 0.0 137.446 0 0.005 Vel = 0.34 UG9 199 0.0 6 F 8.947 202.750 150 61.329 to 0.0 8.946 0.866 UG11 197 28.28 5.86 0.0 211.696 0 0.008 Vel = 0.34 UG11 197 0.0 6 0.0 32.500 150 62.203 to 0.0 0.0 0.0 UG13 197 28.28 5.86 0.0 32.500 0 0.001 Vel = 0.34 UG13 197 0.0 6 F 8.947 132.250 150 62.204 to 0.0 8.946 0.433 UG15 196 28.28 5.86 0.0 141.196 0 0.006 Vel = 0.34 UG15 196 0.0 6 2F 17.893 125.000 150 62.643 to T 38.342 56.235 -0.866 UG20 198 28.28 5.86 0.0 181.235 0 0.006 Vel = 0.34 UG20 198 -69.62 6 T 38.342 58.000 150 61.783 to 0.0 38.342 -1.732 UG19 202 -41.34 5.86 0.0 96.342 -0.0001 -0.007 Vel = 0.49 UG19 202 0.0 6 0.0 219.000 150 60.044 to 0.0 0.0 -1.732 UG17 206 -41.34 5.86 0.0 219.000 -0.0001 -0.017 Vel = 0.49 UG17 206 0.0 6 0.0 123.250 150 58.295 to 0.0 0.0 0.0 UG5 206 -41.34 5.86 0.0 123.250 -0.0001 -0.010 Vel = 0.49 0.0 UG5 -41.34 58.285 K Factor= -5.41 UG20 198 69.62 6 0.0 159.000 150 61.783 to 0.0 0.0 1.299 UG22 195 69.62 5.86 0.0 159.000 0.0002 0.032 Vel = 0.83 UG22 195 0.0 6 F 8.947 108.000 150 63.114 to 0.0 8.946 0.0 UG23 195 69.62 5.86 0.0 116.946 0.0002 0.024 Vel = 0.83 UG23 195 0.0 8 Zcg 0.0 9.000 120 63.138 to 0.0 0.0 12.222 ** Fixed Loss = 12.222 UG24 195 69.62 8.249 0.0 9.000 0 0.0 Vel= 0.4.2 UG24 195 0.0 8 T 55.354 20.000 140 75.360 to 0.0 55.354 0.0 TEST 195 69.62 8.27 0.0 75.354 0 0.003 Vel = 0.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 7 Scholls Ferry Apartments Building 5 Date 9-1-2016 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 100.00 Qa = 100.00 TEST 169.62 75.363 K Factor= 19.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087