Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (28)
5ezofCr. /2& 3 (4 3S—Sly✓f fwts A ra,r� s P 9 .2i111.‘ INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." PROp ��G�NEF. X02 4�/ 54 9P'ii i r friOri +41W17"7111 T'• %Y15, 20J? LYNN SSP I EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 8 Dry Drawing Location : 13465 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 8 dry.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 8 Dry Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 8 Location: 13465 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: 2566-SqFt Coverage per sprinkler: 112- SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 36 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 648.253-GPM @ 79.751 - Psi Type of system: Dry Volume of dry or preaction system: 226- 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 8 Dry Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 14.725 C2- Residual Pressure: 91 D2- System Flow : 488.61 C2- Residual Flow : 1450 D2-System Pressure : 80.904 Hose ( Demand ) : 100 D3- System Demand : 588.61 Safety Margin : 10.907 150 140 130 p120 R 110 E 100 Cl C2 S 900 _ _ - - D2 S 80 U 70 i D3 R 60 E 50 40 : 30 20 10 D1 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 8 Dry Date 9-1-2016 Fitting Legend Abbrev. Name '/2 '/< 1 1% 1% 2 2% 3 3'/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 -Flow Summary - NFPA 2007 , • JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 8 Dry 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 91.811 588.61 80.904 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 229.0 4.2 11.82 14.44 2 229.0 4.2 10.61 13.68 3 229.0 4.2 11.2 14.06 4 229.0 12.73 6 234.25 4.2 8.36 12.14 7 234.25 4.2 7.49 11.49 8 234.25 4.2 8.01 11.89 9 234.25 9.12 5 227.5 15.68 10 227.5 18.02 12 232.25 4.2 9.16 12.71 13 232.25 4.2 9.73 13.1 14 232.25 4.2 10.22 13.42 15 232.25 4.2 10.74 13.76 16 232.25 12.45 18 236.75 4.2 12.4 14.79 19 236.75 4.2 13.15 15.23 20 236.75 4.2 16.05 16.83 - 21 236.75 16.76 23 232.25 4.2 8.85 12.49 24 232.25 4.2 9.4 12.88 25 232.25 4.2 9.88 13.2 26 232.25 4.2 10.38 13.53 27 232.25 12.04 29 229.0 4.2 9.35 12.84 30 229.0 4.2 10.1 13.35 31 229.0 4.2 7.11 11.2 32 229.0 4.2 7.7 11.65 33 230.25 4.2 7.36 11.4 34 229.0 8.63 35 229.0 11.63 37 228.0 4.2 11.08 13.98 38 228.0 4.2 11.76 14.41 39 228.0 4.2 9.75 13.11 40 228.0 4.2 10.35 13.51 41 233.25 4.2 7.53 11.53 42 228.0 10.66 43 228.0 14.31 . 36 227.5 13.63 44 227.5 16.87 46 228.0 4.2 9.67 13.06 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 8 Dry Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 47 228.0 4.2 10.28 13.46 48 228.0 4.2 9.67 13.06 49 228.0 4.2 10.28 13.46 . 50 228.0 12.53 51 227.5 17.81 53 232.25 4.2 12.22 14.68 54 232.25 4.2 12.96 15.12 55 232.25 4.2 11.07 13.97 56 232.25 4.2 11.75 14.4 57 232.25 14.99 59 236.75 4.2 24.44 20.76 60 236.75 27.68 61 227.5 32.49 62 227.5 33.04 63 227.5 31.06 64 227.5 26.3 17 227.5 25.09 11 227.5 24.38 22 227.5 24.36 28 227.5 24.35 65 227.5 24.4 45 227.5 24.45 52 227.5 27.58 66 227.5 27.94 _ 58 227.5 29.62 67 227.5 37.67 68 209.0 47.54 TDR 209.0 50.3 BDR 196.0 60.27 UG14 196.0 61.59 UG5 206.0 64.99 UG7 203.0 66.17 UG9 199.0 67.82 UG11 197.0 68.55 UG 13 197.0 68.52 UG 15 196.0 68.87 UG20 198.0 68.74 UG19 202.0 66.95 UG17 206.0 65.07 UG22 195.0 71.2 UG23 195.0 72.06 UG24 195.0 80.79 TEST 195.0 80.9 100.0 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 8 Dry 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 1 229 4.20 14.44 1 T 3.568 5.500 100 11.822 to 0.0 3.568 0.0 4 229 14.44 1.049 0.0 9.068 0.0998 0.905 Vel = 5.36 . 0.0 4 14.44 _ 12.727 K Factor= 4.05 2 229 4.20 13.68 1 0.0 6.500 100 10.614 to 0.0 0.0 0.0 3 229 13.68 1.049 0.0 6.500 0.0903 0.587 Vel = 5.08 3 229 4.20 14.06 1 T 3.568 1.000 100 11.201 to 0.0 3.568 0.0 4 229 27.74 1.049 0.0 4.568 0.3341 1.526 Vel = 10.30 4 229 14.44 1 E 1.427 1.750 100 12.727 to 0.0 1.427 0.650 5 227.500 42.18 1.049 0.0 3.177 0.7249 2.303 Vel = 15.66 0.0 5 42.18 15.680 K Factor= 10.65 6 234.250 4.20 12.14 1 T 3.568 7.000 100 8.356 to 0.0 3.568 0.0 9 234.250 12.14 1.049 0.0 10.568 0.0724 0.765 Vel = 4.51 0.0 9 _ 12.14 9.121 K Factor= 4.02 7 234.250 4.20 11.49 1 0.0 8.000 100 7.486 to 0.0 0.0 0.0 8 234.250 11.49 1.049 0.0 8.000 0.0655 0.524 VeI = 4.27 8 234.250 4.20 11.89 1 T 3.568 1.000 100 8.010 to 0.0 3.568 0.0 9 234.250 23.38 1.049 0.0 4.568 0.2432 1.111 Vel = 8.68 9 234.250 12.14 1 T 3.568 7.750 100 9.121 to 0.0 3.568 2.923 10 227.500 _ 35.52 1.049 0.0 11.318 0.5277 5.972 Vel = 13.19 0.0 10 35.52 18.016 K Factor= 8.37 5 227.500 42.18 1.25 0.0 12.250 100 15.680 to 0.0 0.0 0.0 10 227.500 42.18 1.38 _ 0.0 12.250 0.1907 2.336 Vel = 9.05 10 227.500 35.52 1.25 T 4.282 6.500 100 18.016 to 0.0 4.282 0.0 11 227.500 77.7 1.38 0.0 10.782 0.5905 6.367 VeI = 16.67 0.0 11 77.70 24.383 K Factor= 15.74 12 232.250 4.20 12.71 1 0.0 7.250 100 9.155 to 0.0 0.0 0.0 13 232.250 12.71 1.049 0.0 7.250 0.0789 0.572 Vel = 4.72 13 232.250 4.20 13.10 1 T 3.568 5.750 100 9.727 to 0.0 3.568 0.0 16 232.250 25.81 1.049 0.0 9.318 0.2921 2.722 VeI = 9.58 . 0.0 16 25.81 12.449 K Factor= 7.32 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 8 Dry 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 14 232.250 4.20 13.42 1 0.0 6.000 100 10.215 to 0.0 0.0 0.0 • 15 232.250 13.42 1.049 0.0 6.000 0.0872 0.523 Vel = 4.98 15 232.250 4.20 13.77 1 T 3.568 1.750 100 10.738 to 0.0 3.568 0.0 16 232.250 27.19 1.049 0.0 5.318 0.3217 1.711 Vel = 10.09 16 232.250 25.80 1 T 3.568 6.000 100 12.449 to 0.0 3.568 2.057 17 227.500 52.99 1.049 0.0 9.568 1.1061 10.583 Vel = 19.67 0.0 17 52.99 25.089 K Factor= 10.58 18 236.750 4.20 14.79 1 0.0 7.250 100 12.398 to 0.0 0.0 0.0 19 236.750 14.79 1.049 0.0 7.250 0.1043 0.756 Vel = 5.49 19 236.750 4.20 15.23 1 T 3.568 5.750 100 13.154 to 0.0 3.568 0.0 21 236.750 30.02 1.049 0.0 9.318 0.3866 3.602 Vel = 11.14 0.0 21 30.02 16.756 K Factor= 7.3.3 20 236.750 4.20 16.83 1 T 3.568 1.750 100 16.051 to 0.0 3.568 0.0 - 21 236.750 16.83 1.049 0.0 5.318 0.1326 0.705 Vel = 6.25 21 236.750 30.02 1.25 T 4.282 11.250 100 16.756 to 0.0 4.282 4.006 22 227.500 46.85 1.38 0.0 15.532 0.2316 3.597 Vel = 10.05 0.0 22 46.85 24.359 K Factor= 9.49 23 232.250 4.20 12.49 1 0.0 7.250 100 8.849 to 0.0 0.0 0.0 24 232.250 12.49 1.049 0.0 7.250 0.0763 0.553 Vel = 4.64 24 232.250 4.20 12.88 1 T 3.568 5.750 100 9.402 to 0.0 3.568 0.0 27 232.250 25.37 1.049 0.0 9.318 0.2832 2.639 Vel = 9.42 0.0 27 25.37 12.041 K Factor= 7.31 25 232.250 4.20 13.20 1 0.0 6.000 100 9.875 to 0.0 0.0 0.0 26 232.250 13.2 1.049 0.0 6.000 0.0845 0.507 Vel = 4.90 26 232.250 4.20 13.53 1 T 3.568 1.750 100 10.382 to 0.0 3.568 0.0 27 232.250 26.73 1.04.9 0.0 5.318 0.312.0 1.659 Vel = 9.92 27 232.250 25.37 1 T 3.568 6.000 100 12.041 to 0.0 3.568 2.057 28 227.500 52.1 1.04.9 0.0 9.568 1.0719 10.256 Vel = 19.34 0.0 - 28 52.10 24.354 K Factor= 10.56 29 229 4.20 12.84 1 E 1.427 8.000 100 9.347 to 0.0 1.427 0.0 30 229 12.84 1.049 0.0 9.427 0.0803 0.757 Vel = 4.77 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 8 Dry 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 30 229 4.20 13.35 1 T 3.568 1.500 100 10.104 to 0.0 3.568 0.0 35 229 26.19 1.049 0.0 5.068 0.3003 1.522 Vel = 9.72 0.0 35 26.19 _ 11.626 K Factor= 7.68 31 229 4.20 11.20 1 E 1.427 8.000 100 7.111 to 0.0 1.427 0.0 32 229 11.2 1.049 0.0 9.427 0.0624 0.588 Vel = 4.16 32 229 4.20 11.65 1 0.0 4.000 100 7.699 to 0.0 0.0 0.0 34 229 22.85 1.049 0.0 4.000 0.2335 0.934 Vel = 8.48 0.0 34 22.85 8.633 K Factor= 7.78 33 230.250 4.20 11.40 1 T 3.568 7.750 100 7.362 to 0.0 3.568 0.541 34 229 11.4 1.049 0.0 11.318 0.0645 0.730 Vel = 4.23 34 229 22.85 1 T 3.568 2.500 100 8.633 to 0.0 3.568 0.0 35 229 34.25 1.049 0.0 6.068 0.4932 2.993 Vel = 12.71 35 229 26.19 1.25 E 2.141 1.500 100 11.626 to 0.0 2.141 0.650 36 227.500 60.44 1.38 0.0 3.641 0.3708 1.350 Vel = 12.96 36 60.44 13.626 K Factor= 16.37 37 228 4.20 13.98 1 0.0 7.250 100 11.083 to 0.0 0.0 0.0 38 228 13.98 1.049 0.0 7.250 0.0939 0.681 Vel = 5.19 38 228 4.20 14.41 1 T 3.568 3.750 100 11.764 to 0.0 3.568 0.0 43 228 28.39 1.049 0.0 7.318 0.3486 2.551 Vel = 10.54 0.0 43 28.39 14.315 K Factor= 7.50 39 228 4.20 13.11 1 0.0 7.250 100 9.746 to 0.0 0.0 0.0 40 228 13.11 1.049 0.0 7.250 0.0834 0.605 Vel = 4.87 40 228 4.20 13.51 1 0.0 1.000 100 10.351 to 0.0 0.0 0.0 42 228 26.62 1.049 0.0 1.000 0.3100 0.310 Vel = 9.88 0.0 42 26.62 10.661 K Factor= 8.15 41 233.250 4.20 11.53 1 E 1.427 8.000 100 7.532 to T 3.568 4.995 2.274 42 228 11.53 1.049 0.0 12.995 _ 0.0658 0.855 Vel = 4.28 42 228 26.62 1 T 3.568 2.500 100 10.661 to 0.0 3.568 0.0 43 228 38.15 1.049 0.0 6.068 0.6022 3.654 Vel = 14.16 - 43 228 28.39 1.25 T 4.282 1.000 100 14.315 to 0.0 4.282 0.217 44 227.500 66.54 1.38 0.0 5.282 0.4432 2.341 Vel = 14.27 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 8 Dry Date 9-1-2016 Node1 EIev1 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 44 66.54 16.873 K Factor= 16.20 36 227.500 60.44 1.25 0.0 8.750 100 13.626 to 0.0 0.0 0.0 44 _ 227.500 60.44 1.38 0.0 8.750 0.3711 3.247 Vel = 12.96 44 227.500 66.54 1.5 T 5.71 5.250 100 16.873 to 0.0 5.710 0.0 45 227.500 126.98 1.61 0.0 10.960 0.6915 7.579 Vel = 20.01 0.0 45 126.98 24.452 K Factor= 25.68 46 228 4.20 13.06 1 0.0 7.250 100 9.674 to 0.0 0.0 0.0 47 228 13.06 1.049 _ 0.0 7.250 0.0830 0.602 Vel = 4.85 47 228 4.20 13.47 1 T 3.568 3.750 100 10.276 to 0.0 3.568 0.0 50 228 26.53 1.049 0.0 7.318 0.3075 2.250 Vel = 9.85 0.0 50 26.53 12.526 K Factor= 7.50 48 228 4.20 13.06 1 0.0 7.250 100 9.674 to 0.0 0.0 0.0 49 228 13.06 1.049 0.0 7.250 0.0830 0.602 Vel = 4.85• 49 228 4.20 13.47 1 T 3.568 3.750 100 10.276 to 0.0 3.568 0.0 50 228 26.53 1.049 0.0 7.318 0.3075 2.250 Vel = 9.85 50 228 26.52 1 T 3.568 1.000 100 12.526 to 0.0 3.568 0.217 51 227.500 53.05 1.049 0.0 4.568 1.1081 5.062 Vel = 19.69 51 227.500 0.0 1 T 3.568 5.250 100 17.805 to 0.0 3.568 0.0 52 227.500 53.05 1.049 0.0 8.818 1.1084 9.774 Vel = 19.69 0.0 52 _ 53.05 27.579 K Factor= 10.10 53 232.250 4.20 14.68 1 0.0 7.250 100 12.217 to 0.0 0.0 0.0 54 232.250 14.68 1.049 0.0 7.250 0.1029 0.746 Vel = 5.45 54 232.250 4.20 15.12 1 T 3.568 1.750 100 12.963 to 0.0 3.568 0.0 57 232.250 29.8 1.049 0.0 _ 5.318 0.3813 2.028 Vel = 11.06 0.0 57 29.80 14.991 K Factor= 7.70 55 232.250 4.20 13.97 1 0.0 7.250 100 11.066 to 0.0 0.0 0.0 . 56 232.250 13.97 1.049 0.0 7.250 0.0939 0.681 Vel = 5.19 56 232.250 4.20 14.40 1 T 3.568 5.750 100 11.747 to 0.0 3.568 0.0 - 57 _ 232.250 28.37 1.049 0.0 9.318 0.3481 3.244 Vel = 10.53 57 232.250 29.80 1 T 3.568 6.000 100 14.991 to 0.0 3.568 2.057 58 227.500 58.17 1.049 0.0 9.568 1.3142 12.574 Vel = 21.59 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 8 Dry 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 58 58.17 29.622 K Factor= 10.69 59 236.750 4.20 20.76 1 T 3.568 13.000 100 24.439 to 0.0 3.568 0.0 60 236.750 _ 20.76 1.049 0.0 16.568 0.1954 3.237 Vel = 7.71 60 236.750 0.0 1.25 T 4.282 11.500 100 27.676 to 0.0 4.282 4.006 61 227.500 20.76 1.38 0.0 15.782 0.0514 0.811 Vel = 4.45 0.0 61 20.76 32.493 K Factor= 3.64 61 227.500 302.09 2.5 0.0 1.750 100 32.493 to 0.0 0.0 0.0 62 227.500 302.09 2.635 0.0 1.750 0.3126 0.547 Vel = 17.77 62 227.500 -488.61 2.5 0.0 15.500 100 33.040 to 0.0 0.0 0.0 63 227.500 -186.52 2.635 0.0 15.500 -0.1279 -1.982 Vel = 10.97 63 227.500 0.0 2.5 V 4.213 33.000 100 31.058 to 0.0 4.213 0.0 64 227.500 -186.52 2.635 0.0 37.213 -0.1279 -4.759 Vel = 10.97 64 227.500 0.0 2.5 V 4.213 5.250 100 26.299 to 0.0 4.213 0.0 17 227.500 -186.52 2.635 0.0 _ 9.463 -0.1279 -1.210 Vel = 10.97 17 227.500 53.00 2.5 0.0 10.250 100 25.089 to 0.0 0.0 0.0 11 227.500 -133.52 2.635 0.0 10.250 -0.0689 -0.706 Vel = 7.86 11 227.500 77.70 2.5 0.0 1.750 100 24.383 to 0.0 0.0 0.0 22 _ 227.500 _ -55.82 2.635 0.0 1.750 -0.0137 -0.024 Vel = 3.28 22 227.500 46.84 2.5 0.0 10.500 100 24.359 to 0.0 0.0 0.0 28 227.500 -8.98 2.635 0.0 10.500 -0.0005 -0.005 Vel = 0.53 _ 28 227.500 52.11 2.5 0.0 5.250 100 24.354 to 0.0 0.0 0.0 65 227.500 43.13 2.635 0.0 5.250 0.0086 0.045 Vel = 2.54 65 227.500 0.0 2.5 V 4.213 2.000 100 24.399 to 0.0 4.213 0.0 45 227.500 43.13 2.635 0.0 6.213 0.0085 0.053 Vel = 2.54 45 227.500 126.98 2.5 0.0 29.000 100 24.452 to 0.0 0.0 0.0 52 227.500 _ 170.11 2.635 0.0 29.000 0.1078 3.127 Vel = 10.01 52 227.500 53.05 2.5 0.0 2.000 100 27.579 to 0.0 0.0 0.0 66 227.500 223.16 2.635 0.0 2.000 0.1780 0.356 Vel = 13.13 66 227.500 0.0 2.5 V 4.213 5.250 100 27.935 to 0.0 4.213 0.0 58 227.500 223.16 2.635 0.0 9.463 0.1783 1.687 Vel = 13.13 . 58 227.500 58.17 2.5 0.0 10.500 100 29.622 to 0.0 0.0 0.0 61 227.500 281.33 2.635 0.0 10.500 0.2734 2.871 Vel = 16.55 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 8 Dry 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 61 281.33 32.493 K Factor= 49.35 62 227.500 488.61 4 2V 12.78 35.500 100 33.040 to X 15.036 27.815 0.0 67 227.500 488.61 4.26 0.0 63.315 0.0732 4.634 Vel = 11.00 67 227.500 0.0 4 V 6.39 19.000 100 37.674 to 0.0 6.390 8.012 68 209 488.61 4.26 0.0 25.390 0.0732 1.859 Vel = 11.00 68 209 0.0 4 V 6.39 31.250 100 47.545 to 0.0 6.390 0.0 TDR 209 488.61 4.26 0.0 3T640 0.0732 2.755 Vel = 11.00 TDR 209 0.0 4 Bvca 7.518 5.000 100 50.300 to Dvc 19.734 54.317 5.630 BDR 196 488.61 4.26 S 20.674 59.317 0.0732 4.342 Vel = 11.00 V 6.39 BDR 196 0.0 4 E 13.167 12.000 120 60.272 to 0.0 13.167 0.0 UG14 196 488.61 4.26 0.0 25.167 0.0523 1.315 Vel = 11.00 UG14 196 0.0 4 2F 12.746 124.000 150 61.587 to T 31.864 44.610 0.0 UG15 196 488.61 4.07 0.0 168.610 0.0432 7.279 Vel = 12.05 0.0 UG15 488.61 68.866 K Factor= 58.88 UG5 206 -131.86 6 T 38.342 142.750 150 64.992 ' to 0.0 38.342 1.299 UG7 203 -131.86 5.86 0.0 181.092 -0.0006 -0.117 Vel = 1.57 UG7 203 0.0 6 F 8.947 128.500 150 66.174 to 0.0 8.946 1.732 UG9 199 -131.86 5.86 0.0 137.446 -0.0006 -0.089 Vel = 1.57 UG9 199 0.0 6 F 8.947 202.750 150 67.817 to 0.0 8.946 0.866 UG11 197 -131.86 5.86 0.0 211.696 -0.0006 -0.137 Vel = 1.57 UG11 197 0.0 6 0.0 32.500 150 68.546 to 0.0 0.0 0.0 UG13 197 -131.86 5.86 0.0 32.500 -0.0006 -0.021 Vel = 1.57 UG13 197 0.0 6 F 8.947 132.250 150 68.525 to 0.0 8.946 0.433 UG15 196 -131.86 5.86 0.0 141.196 -0.0007 -0.092 Vel = 1.57 UG15 196 488.60 6 2F 17.893 125.000 150 68.866 to T 38.342 56.235 -0.866 UG20 198 356.74 5.86 0.0 181.235 0.0041 0.741 Vel = 4.24 UG20 198 -488.60 6 T 38.342 58.000 150 68.741 to 0.0 38.342 -1.732 - _UG19 202 -131.86 5.86 0.0 96.342 -0.0007 -0.063 Vel = 1.57 UG19 202 0.0 6 0.0 219.000 150 66.946 to 0.0 0.0 -1.732 UG17 206 -131.86 5.86 0.0 219.000 -0.0006 -0.142 Vel = 1.57 UG17 206 0.0 6 0.0 123.250 150 65.072 to 0.0 0.0 0.0 UG5 206 -131.86 5.86 0.0 123.250 -0.0006 -0.080 Vel = 1.57 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 8 Dry 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 -131.86 64.992 K Factor=-16.36 UG20 198 488.61 6 0.0 159.000 150 68.741 to 0.0 0.0 1.299 UG22 195 488.61 5.86 0.0 159.000 0.0073 1.164 Vel = 5.81 UG22 195 0.0 6 F 8.947 108.000 150 71.204 to 0.0 8.946 0.0 UG23 195 488.61 5.86 0.0 116.946 0.0073 0.855 Vel = 5.81 UG23 195 0.0 8 Zcg 0.0 9.000 120 72.059 to 0.0 0.0 8.709 ** Fixed Loss= 8.709 UG24 195 488.61 8.249 0.0 9.000 0.0021 0.019 Vel = 2.93 UG24 195 0.0 8 T 55.354 20.000 140 80.787 to 0.0 55.354 0.0 TEST 195 488.61 8.27 0.0 75.354 0.0016 0.117 Vel = 2.92 100.00 Qa = 100.00 TEST 588.61 80.904 K Factor= 65.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 P 9 2(11F )711/r. ‘`)* INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." ,o) PROpk-6, GI NE .% <<,\ -74 54 9P:2, itr 1 j "OF 111.Tf 4131F I; ir) ‘0: 15, LYNN O's EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 8 Drawing Location : 13465 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 8 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 8 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 8 Location: 13465 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/SqFt Area of application: 4 Heads-SqFt Coverage per sprinkler: 324-Sq Ft Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 173.905- GPM @ 72.884- 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 8 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 13.643 C2- Residual Pressure: 91 D2- System Flow : 73.905 C2- Residual Flow : 1450 D2-System Pressure : 72.884 Hose ( Demand ) : 100 D3-System Demand : 173.905 Safety Margin : 19.096 150 140 130 p 120 R 110 E 100 S 90 • a— C1 n C2 S 80 D2 U 70 . R 60 D E 50 • 40 . 30 20 10 Dl 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 8 Date 9-1-2016 Fitting Legend- Abbrev. Name 1/2 3/4 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 O* 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. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • Flow Summary - NFPA 2007 JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 8 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 91.98 173.9 72.884 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HDI 226.5 4.9 12.04 17.0 HD2 226.5 4.9 12.04 17.0 HD3 226.5 4.9 12.04 17.0 HD4 226.5 4.9 12.04 17.0 1 226.5 4.57 13.82 17.0 K=K @ EQ2 2 226.5 4.37 16.73 17.87 K=K @ EQ3 4 226.5 4.47 18.23 19.1 K=K @ EQ4 5 226.5 19.91 7 226.5 4.37 20.81 19.93 K=K @ EQ1 8 226.5 23.1 3 226.5 22.06 6 226.5 22.56 9 226.5 23.31 10 226.5 31.99 11 226.5 35.41 12 208.0 46.78 TWR 208.0 53.38 BWR 196.0 59.72 UG14 196.0 59.86 UG5 206.0 55.76 UG7 203.0 57.06 UG9 199.0 58.79 UG11 197.0 59.65 UG 13 197.0 59.65 UG15 196.0 60.08 UG20 198.0 59.24 UG19 202.0 57.5 UG17 206.0 55.76 UG22 195.0 60.57 UG23 195.0 60.6 UG24 195.0 72.88 TEST 195.0 72.88 100.0 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 8 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 HD1 226.500 4.90 17.00 0.75 0 3.0 3.000 150 12.037 to 2N 14.0 17.000 0.0 EQ1 226.500 17.0 0.874 0.0 20.000 0.1550 3.101 Vel = 9.09 0.0 EQ1 17.00 15.138 K Factor= 4.37 HD2 226.500 4.90 17.00 0.75 0 3.0 1.500 150 12.037 to N 7.0 10.000 0.0 EQ2 226.500 17.0 0.874 0.0 11.500 0.1550 1.783 Vel = 9.09 0.0 EQ2 17.00 13.820 K Factor= 4.57 HD3 226.500 4.90 17.00 0.75 0 3.0 3.000 150 12.037 to 2N 14.0 17.000 0.0 EQ3 226.500 17.0 0.874 0.0 20.000 0.1550 3.101 Vel = 9.09 0.0 EQ3 17.00 15.138 K Factor= 4.37 HD4 226.500 4.90 17.00 0.75 2N 14.0 1.500 150 12.037 to 0.0 14.000 0.0 EQ4 226.500 17.0 0.874 0.0 15.500 0.1550 2.403 Vel = 9.09 0.0 EQ4 17.00 14.440 K Factor= 4.47 1 226.500 4.57 17.00 0.75 N 7.0 11.750 150 13.820 K= K @ EQ2 to 0.0 7.000 0.0 2 226.500 17.0 0.874 0.0 18.750 0.1551 2.908 Vel = 9.09 2 226.500 4.37 17.87 1 0 5.0 23.000 150 16.728 K= K @ EQ3 to 0.0 5.000 0.0 3 226.500 34.87 1.101 0.0 28.000 0.1903 5.328 Vel = 11.75 0.0 3 34.87 22.056 K Factor= 7.42 4 226.500 4.47 19.10 0.75 0 3.0 5.750 150 18.231 K= K @ EQ4 to 0.0 3.000 0.0 5 226.500 19.1 0.874 0.0 8.750 0.1923 1.683 Vel = 10.21 5 226.500 0.0 0.75 0 3.0 10.750 150 19.914 to 0.0 3.000 0.0 6 226.500 19.1 0.874 0.0 13.750 0.1924 2.646 Vel = 10.21 0.0 6 19.10 _ 22.560 K Factor= 4.02 7 226.500 4.37 19.93 0.75 0.0 11.000 150 20.814 K= K @ EQ1 to 0.0 0.0 0.0 8 226.500 19.93 0.874 0.0 11.000 0.2082 2.290 Vel = 10.66 8 226.500 0.0 1.25 0 6.0 3.500 150 23.104 to 0.0 6.000 0.0 9 226.500 19.93 1.394 0.0 9.500 0.0215 0.204 Vel = 4.19 0.0 9 19.93 23.308 K Factor= 4.13 3 226.500 34.87 1.5 0.0 16.250 150 22.056 to 0.0 0.0 0.0 6 226.500 34.87 1.598 0.0 16.250 0.0310 0.504 Vel = 5.58 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 8 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 6 226.500 19.10 1.5 0.0 10.750 150 22.560 to 0.0 0.0 0.0 9 226.500 _ 53.97 1.598 0.0 10.750 0.0696 0.748 Vel = 8.63 9 226.500 19.94 1.5 0 8.0 61.750 150 23.308 to 0.0 8.000 0.0 10 226.500 73.91 1.598 0.0 69.750 0.1244 8.680 Vel = 11.82 10 226.500 0.0 1.5 N 9.0 18.500 150 31.988 to 0.0 9.000 0.0 11 226.500 73.91 1.598 0.0 27.500 0.1244 3.422 Vel = 11.82 11 226.500 0.0 1.5 N 9.0 10.000 150 35.410 to 0 8.0 17.000 8.012 12 208 73.91 1.598 0.0 27.000 0.1245 3.361 Vel = 11.82 12 208 0.0 1.5 0 8.0 27.000 150 46.783 to 2N 18.0 26.000 0.0 TWR 208 73.91 1.598 0.0 53.000 0.1245 6.596 Vel = 11.82 TWR 208 0.0 2 3V 12.922 6.000 120 53.379 to Bvca 7.384 20.306 5.197 BWR 196 73.91 2.157 0.0 26.306 0.04.36 1.148 Vel = 6.49 BWR 196 0.0 4 T 26.334 16.000 120 59.724 to S 28.968 68.469 0.0 UG14 196 73.91 4.26 E 13.167 84.469 0.0016 0.134 Vel = 1.66 UG14 196 0.0 4 2F 12.746 124.000 150 59.858 to T 31.864 44.610 0.0 UG15 196 73.91 4.07 0.0 168.610 0.0013 0.221 Vel = 1.82 0.0 UG15 73.91 60.079 K Factor= 9.54 UG5 206 -19.95 6 T 38.342 142.750 150 55.762 to 0.0 38.342 1.299 UG7 203 -19.95 5.86 0.0 181.092 0 -0.003 Vel = 0.24 UG7 203 0.0 6 F 8.947 128.500 150 57.058 to 0.0 8.946 1.732 UG9 199 -19.95 5.86 0.0 137.446 0 -0.003 Vel = 0.24 UG9 199 0.0 6 F 8.947 202.750 150 58.787 to 0.0 8.946 0.866 UG11 197 -19.95 5.86 0.0 211.696 0 -0.003 Vel = 0.24 UG11 197 0.0 6 0.0 32.500 150 59.650 to 0.0 0.0 0.0 UG13 197 -19.95 5.86 0.0 32.500 0 -0.001 Vel = 0.24 UG13 197 0.0 6 F 8.947 132.250 150 59.649 to 0.0 8.946 0.433 UG15 196 -19.95 5.86 0.0 141.196 0 -0.003 Vel = 0.24 UG15 196 73.91 6 2F 17.893 125.000 150 60.079 to T 38.342 56.235 -0.866 UG20 198 53.96 5.86 0.0 181.235 0.0001 0.022 Vel = 0.64 UG20 198 -73.91 6 T 38.342 58.000 150 59.235 to 0.0 38.342 -1.732 UG19 202 -19.95 5.86 0.0 96.342 0 -0.002 Vel = 0.24 UG19 202 0.0 6 0.0 219.000 150 57.501 to 0.0 0.0 -1.732 UG17 206 -19.95 5.86 0.0 219.000 0 -0.005 Vel = 0.24 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 8 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 UG17 206 0.0 6 0.0 123.250 150 55.764 to 0.0 0.0 0.0 UG5 206 _ -19.95 5.86 0.0 123.250 0 -0.002 Vel = 0.24 0.0 UG5 _ -19.95 55.762 K Factor= -2.67 UG20 198 73.91 6 0.0 159.000 150 59.235 to 0.0 0.0 1.299 UG22 195 73.91 5.86 0.0 159.000 0.0002 0.036 Vel = 0.88 UG22 195 0.0 6 F 8.947 108.000 150 60.570 to 0.0 8.946 0.0 UG23 195 73.91 5.86 0.0 116.946 0.0002 _ 0.026 Vel = 0.88 UG23 195 0.0 8 Zcg 0.0 9.000 120 60.596 to 0.0 0.0 12.284 ** Fixed Loss = 12.284 UG24 195 73.91 8.2.49 _ 0.0 9.000 0 0.0 Vel = 0.44 UG24 195 0.0 8 T 55.354 20.000 140 72.880 to 0.0 55.354 0.0 TEST 195 73.91 8.27 0.0 75.354 0.0001 0.004 Vel = 0.44 100.00 Qa = 100.00 TEST 173.91 72.884 K Factor= 20.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087