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-, -)- ,-. I ?? 25--- ci,-,.,- -.,., Op, -441/1 jrzir SD' 2 9 "/Wth 11/4 INDUSTRIES 41.14. Ill ' s I Strt' ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." av PR 0E6-6, ‘/• G‘ N 4'.'9/0 ct-i / 54 9P'ia it f Lip iligiliftily 11.4./IfIr,,,, 4 4 7,:i LYNN 0.‘ !EXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 2- Dry System Drawing Location Remote Area : Data File 1 Contract 13375 SW Hawk's Beard St. Tigard, Oregon : Building 2 dry.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 2 - Dry System Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 2 Location: 13375 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): 576.314- GPM @ 76.207 - Psi Type of system: Dry Volume of dry or preaction system: 215-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 2 - Dry System Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 16.674 C2- Residual Pressure: 91 D2-System Flow :476.314 C2- Residual Flow : 1450 D2-System Pressure : 76.207 Hose ( Demand ) : 100 D3-System Demand : 576.314 Safety Margin : 15.612 150 140 130 i• • p120 R 110 E 100 Cl C2 S 90 S 80 iD2 U 70 D3 R 60 E 50 40 30 20 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 Scholls Ferry Apartments Building 2- Dry System Date 9-1-2016 Page 3 Dat Fitting Legend Abbrev. Name '/ '/< 1 1'/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 Dvc Dry Vic 768 NXT 6 6 7 8 12 2214 50 18 19 3 9 8 17 21 E NFPA 13 90'Standard Elbow 1 50 61 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 F NFPA 13 45 Elbow 1 1 1 1 2 2 28 3 3 3 4 5 7 9 11 13 17 19 21 24 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 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 215 210 13 0 5 33 0 0 0 0 0 0 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 Page 4 ag JET FIRE PROTECTION PPage 4-1-2016 Scholls Ferry Apartments Building 2- Dry System SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.819 576.31 76.207 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 233.5 4.2 7.31 11.35 2 233.5 4.2 7.8 11.73 3 233.5 4.2 9.65 13.04 4 233.5 4.2 7.11 11.2 5 233.5 4.2 7.59 11.57 6 233.5 4.2 9.39 12.87 7 233.5 10.65 9 239.0 4.2 10.21 13.42 10 239.0 4.2 9.15 12.71 11 239.0 4.2 9.62 13.03 12 239.0 10.95 8 231.25 13.99 13 231.25 16.47 15 237.75 4.2 18.66 18.14 17 237.75 4.2 19.25 18.43 18 237.75 20.12 20 241.75 4.2 14.65 16.08 21 241.75 4.2 12.33 14.75 22 241.75 4.2 13.16 15.24 23 241.75 15.69 25 237.75 4.2 12.02 14.56 26 237.75 4.2 10.44 13.57 27 237.75 4.2 11.15 14.02 28 237.75 12.99 30 233.25 4.2 21.49 19.47 32 233.5 4.2 10.31 13.48 33 233.5 4.2 10.97 13.91 34 233.5 4.2 8.69 12.38 35 233.5 4.2 9.25 12.78 36 233.5 4.2 11.34 14.15 37 233.5 14.25 38 232.0 17.7 39 240.0 4.2 7.88 11.79 41 237.5 4.2 9.54 12.97 40 237.5 9.82 42 237.5 4.2 10.52 13.62 43 237.5 11.06 44 232.0 17.2 45 239.0 4.2 14.15 15.8 46 232.0 18.45 47 232.0 20.05 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 2- Dry System Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 49 233.25 4.2 23.58 20.39 51 237.75 4.2 18.45 18.04 52 237.75 4.2 18.45 18.04 53 237.75 19.59 55 241.75 4.2 11.01 13.93 56 241.75 4.2 11.75 14.4 57 241.75 4.2 13.53 15.45 58 241.75 14.38 60 231.25 33.22 61 231.25 31.28 62 231.25 26.73 19 231.25 24.66 14 231.25 23.9 24 231.25 23.89 31 231.25 24.01 63 231.25 24.02 48 231.25 24.45 64 231.25 26.21 50 231.25 26.89 54 231.25 28.42 ‘ 59 231.25 31.22 65 231.25 36.63 66 231.25 38.97 TDR 212.0 49.31 BDR 202.0 57.78 UG18 202.0 59.04 UG5 206.0 60.35 UG7 203.0 61.71 UG9 199.0 63.49 UG 11 197.0 64.44 UG13 197.0 64.45 UG15 196.0 64.93 UG20 198.0 64.13 UG19 202.0 61.96 UG17 206.0 60.3 UG22 195.0 66.54 UG23 195.0 67.36 UG24 195.0 76.1 TEST 195.0 76.21 100.0 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 2- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ***'F't" Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 233.500 4.20 11.35 1 0.0 7.750 100 7.308 to 0.0 0.0 0.0 2 233.500 11.35 1.049 0.0 7.750 0.0639 0.495 Vel = 4.21 2 233.500 4.20 11.74 1 0.0 7.750 100 7.803 to 0.0 0.0 0.0 3 233.500 23.09 1.049 0.0 7.750 0.2378 1.843 Vel = 8.57 3 233.500 4.20 13.04 1.25 T 4.282 2.750 100 9.646 to 0.0 4.282 0.0 7 233.500 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 4 233.500 4.20 11.20 1 0.0 7.750 100 7.111 to 0.0 0.0 0.0 5 233.500 11.2 1.049 0.0 7.750 0.0625 0.484 VeI = 4.16 5 233.500 4.20 11.57 1 0.0 7.750 100 7.595 to 0.0 0.0 0.0 6 233.500 22.77 1.049 0.0 7.750 0.2317 1.796 Vel = 8.45 6 233.500 4.20 12.88 1.25 T 4.282 4.750 100 9.391 t to 0.0 4.282 0.0 7 233.500 35.65 1.38 0.0 9.032 0.1397 1.262 VeI = 7.65 7 233.500 36.13 1.25 E 2.141 2.500 100 10.653 - to 0.0 2.141 0.974 8 231.250 71.78 1.38 0.0 4.641 0.5100 2.367 Vel = 15.40 0.0 8 71.78 13.994 K Factor= 19.19 9 239 4.20 13.42 1 T 3.568 5.000 100 10.206 to 0.0 3.568 0.0 12 239 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 10 239 4.20 12.71 1 0.0 6.000 100 9.152 to 0.0 0.0 0.0 11 239 12.71 1.049 0.0 6.000 0.0787 0.472 VeI = 4.72 11 239 4.20 13.03 1 T 3.568 1.000 100 9.624 to 0.0 3.568 0.0 12 239 25.74 1.049 0.0 4.568 0.2907 1.328 Vel = 9.56 12 239 13.41 1.25 T 4.282 8.750 100 10.952 to 0.0 4.282 3.357 13 231.250 39.15 1.38 0.0 13.032 0.1661 2.165 Vel = 8.40 0.0 13 39.15 16.474 K Factor= 9.65 8 231.250 71.78 1.5 0.0 12.750 100 13.994 to 0.0 0.0 0.0 13 231.250 71.78 1.682 0.0 12.750 0.1945 2.480 Vel = 10.36 13 231.250 39.15 1.5 T 7.065 10.000 100 16.474 to 0.0 7.066 0.0 14 231.250 110.93 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 Scholls Ferry Apartments Building 2- Dry System Page 7 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Notes 14 110.93 23.901 K Factor= 22.69 15 237.750 4.20 18.14 1 T 3.568 6.000 100 18.662 to 0.0 3.568 0.0 18 237.750 18.14 1.049 0.0 9.568 0.1523 1.457 Vel = 6.73 0.0 18 18.14 20.119 K Factor= 4.04 17 237.750 4.20 18.43 1 T 3.568 2.000 100 19.246 to 0.0 3.568 0.0 18 237.750 18.43 1.049 0.0 5.568 0.1568 0.873 Vel = 6.84 18 237.750 18.14 1.25 T 4.282 7.500 100 20.119 to 0.0 4.282 2.815 19 231.250 36.57 1.38 0.0 11.782 0.1465 1.726 Vel = 7.84 0.0 19 36.57 24.660 K Factor= 7.36 20 241.750 4.20 16.08 1 T 3.568 5.000 100 14.649 to 0.0 3.568 0.0 23 241.750 16.08 1.049 0.0 8.568 0.1217 1.043 Vel = 5.97 0.0 23 16.08 15.692 K Factor= 4.06 21 241.750 4.20 14.75 1 - - -- 0.0 8.000 100 12.329 " to 0.0 0.0 0.0 22 241.750 14.75 1.049 0.0 8.000 0.1038 0.830 Vel = 5.48 22 241.750 4.20 15.23 1 T 3.568 3.000 100 13.159 to 0.0 3.568 0.0 23 241.750 29.98 1.049 0.0 6.568 0.3857 2.533 Vel = 1. 1.13 23 241.750 16.08 1.25 T 4.282 12.000 100 15.692 to 0.0 4.282 4.548 24 231.250 46.06 1.38 0.0 16.282 0.2244 3.654 Vel = 9.88 0.0 24 46.06 23.894 K Factor= 9.42 25 237.750 4.20 14.56 1 T 3.568 6.000 100 12.019 to 0.0 3.568 0.0 28 237.750 14.56 1.049 0.0 9.568 0.1014 0.970 Vel = 5.41 0.0 28 14.56 12.989 K Factor= 4.04 26 237.750 4.20 13.57 1 0.0 8.000 100 10.436 to 0.0 0.0 0.0 27 237.750 13.57 1.049 0.0 8.000 0.0890 0.712 Vel = 5.04 27 237.750 4.20 14.02 1 T 3.568 2.000 100 11.148 to 0.0 3.568 0.0 28 237.750 27.59 1.049 0.0 5.568 0.3306 1.841 Vel = 1.0.24 28 237.750 14.56 1 T 3.568 7.500 100 12.989 to 0.0 3.568 2.815 29 231.250 42.15 1.049 0.0 11.068 0.7243 8.016 Vel = 15.65 0.0 29 42.15 23.820 K Factor= 8.64 - 30 233.250 4.20 19.47 1 E 1.427 4.500 100 21.494 to T 3.568 4.995 0.866 31 231.250 19.47 1.049 0.0 9.495 0.1736 1.648 Vel = 7.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 1 JET FIRE PROTECTION Page 8 Scholls Ferry Apartments Building 2- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe ******* Notes "***" to or Ftng's Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 31 19.47 _ 24.008 K Factor= 3.97 32 233.500 4.20 13.48 1 0.0 7.500 100 10.30603 to 0.0 0.0 33 233.500 13.48 1.049 0.0 7.500 0.0880 0.660 Vel = 5.00 33 233.500 4.20 13.91 1 T 3.568 6.500 100 10.966 to 0.0 3.568 0.0 37 233.500 27.39 1.049 0.0 10.068 0.3262 3.284 Vel = 10.17 0.0 37 27.39 14.250 K Factor= 7.26 _ _ 34 233.500 4.20 12.38 1 0.0 7.500 100 8.69086 to 0.0 0.0 35 233.500 12.38 1.049 0.0 7.500 0.0751 0.563 Vel = 4.60 35 233.500 4.20 12.78 1 0.0 7.500 100 9.25392 to 0.0 0.0 36 233.500 25.16 1.049 0.0 7.500 _ 0.2788 2.091 Vel = 9.34 36 233.500 4.20 14.14 1 T 3.568 1.000 100 11.344 to 0.0 3.568 0.0 37 233.500 39.3 1.049 0.0 4.568 0.6362 2.906 Vel = 14.59 37 233.500 27.39 1.25 T 4.282 2.000 100 14.250 to 0.0 4.282 0.650 38 232 66.69 1.38 0.0 6.282 0.4451 2.796 Vel = 14.31 38 232 0.0 1.25 T 4.282 1.000 100 17.696 to 0.0 4.282 0.0 47 232 66.69 1.38 0.0 5.282 0.4451 2.351 Vel = 14.31 0.0 47 66.69 20.047 K Factor= 14.89 39 240 4.20 11.79 1 E 1.427 7.500 100 7.884 to T 3.568 4.995 1.083 40 237.500 11.79 1.049 0.0 12.495 0.0686 0.857 Vel = 4.38 0.0 40 11.79 _ 9.824 K Factor= 3.76 41 237.500 4.20 12.97 1 0.0 3.500 100 9.538 to 0.0 0.0 0.0 40 237.500 12.97 1.049 0.0 3.500 0.0817 0.286 Vel = 4.81 40 237.500 11.79 1 T 3.568 1.000 100 9.824 to 0.0 3.568 0.0 43 237.500 24.76 1.049 0.0 4.568 0.2708 1.237 VeI = 9.19 0.0 43 24.76 11.061 K Factor= 7.44 __ - - -_ 42 237.500 4.20 13.62 1 T 3.568 2.500 100 10.517 to 0.0 3.568 0.0 43 237.500 13.62 1.049 0.0 6.068 0.0897 0.544 Vel = 5.06 43 237.500 24.76 1 E 1.427 4.750 100 11.061 to 0.0 1.427 2.382 44 232 38.38 1.049 0.0 6.177 0.6090 3.762 VeI = 14.25 44 232 0.0 1.25 0.0 7.750 100 17.205 to 0.0 0.0 0.0 46 232 38.38 1.38 0.0 7.750 0.1601 1.241 VeI = 8.23 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 2- Dry System 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 46 38.38 __ 18.446 K Factor= 8.94 45 239 4.20 15.80 1 E 1.427 5.750 100 14.148 to T 3.568 4.995 3.032 46 232 15.8 1.049 0.0 10.745 0.1178 1.266 Vel = 5.87 46 232 38.38 1.25 T 4.282 1.000 100 18.446 to 0.0 4.282 0.0 47 232 54.18 1.38 0.0 5.282 0.3031 1.601 Vel = 11.62 47 232 66.70 1.5 T 5.71 0.750 100 20.047 to 0.0 5.710 0.325 48 231.250 120.88 1.61 0.0 6.460 0.6313 4.078 Vel = 19.05 0.0 48 120.88 24.450 K Factor= 24.45 49 233.250 4.20 20.39 1 2E 2.855 6.500 100 23.577 to T 3.568 6.423 0.866 50 231.250 20.39 1.049 - 0.0 12.923 0.1890 2.443 Vel = 7.57 0.0 50 20.39 26.886 K Factor= 3.93 51 237.750 4.20 18.04 1 T 3.568 4.000 100 18.453 to 0.0 3.568 0.0 53 237.750 18.04 1.049 0.0 7.568 0.1508 1.141 Vel = 6.70 0.0 53 18.04 19.594 K Factor= 4.08 52 237.750 4.20 18.04 1 T 3.568 4.000 100 18.453 to 0.0 3.568 0.0 53 237.750 18.04 1.049 0.0 7.568 _ 0.1508 1.141 Vel _ 6.70 53 237.750 18.04 1 T 3.568 7.500 100 19.594 to 0.0 3.568 2.815 54 231.250 36.08 1.049 0.0 11.068 0.5433 6.013 Vel = 13.39 0.0 54 36.08 28.422 K Factor= 6.77 55 241.750 4.20 13.93 1 0.0 8.000 100 11.006 to 0.0 0.0 0.0 56 - 241.750 13.93 1.049 - 0.0 8.000 0.0934 0.747 Vel = 5.1.7 56 241.750 4.20 14.40 1 T 3.568 4.000 100 11.753 to 0.0 3.568 0.0 58 241.750 - - 28.33 1.049 - 0.0 7.568 0.3473 2.628 Vel = 10.52 0.0 58 28.33 14.381 K Factor= 7.47 _ 57 241.750 4.20 15.45 1 T 3.568 4.000 100 13.526 to 0.0 3.568 0.0 58 241.750 15.45 1.049 0.0 7.568 0.1130 0.855 Vel = 5.74 58 241.750 28.33 1 T 3.568 12.250 100 14.381 to 0.0 3.568 4.548 59 231.250 43.78 1.049 0.0 15.818 0.7768 12.287 Vel = 16.25 0.0 59 43.78 31.216 K Factor= 7.84 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 2- Dry System 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 60 231.250 -187.72 2.5 0.0 15.000 100 33.223 to 0.0 0.0 0.0 61 231.250 -187.72 2.635 0.0 15.000 -0.1294 -1.941 Vel = 11.04 61 231.250 0.0 2.5 V 4.213 31.000 100 31.282 to 0.0 4.213 0.0 62 231.250 -187.72 2.635 0.0 35.213 -0.1294 -4.557 Vel = 11.04 62 231.250 0.0 2.5 V 4.213 11.750 100 26.725 to 0.0 4.213 0.0 19 231.250 -187.72 2.635 0.0 15.963 -0.1294 -2.065 Vel = 11.04 19 231.250 36.57 2.5 0.0 8.750 100 24.660 to 0.0 0.0 0.0 14 231.250 -151.15 2.635 0.0 8.750 -0.086.7 -0.759 Vel = 8.89 14 231.250 110.92 2.5 0.0 1.000 100 23.901 to 0.0 0.0 0.0 24 231.250 -40.23 2.635 0.0 1.000 -0.0070 -0.007 Vel = 2.37 24 231.250 -1.92 2.5 0.0 9.000 100 23.894 to 0.0 0.0 0.0 29 231.250 -42.15 2.635 0.0 9.000 -0.0082 -0.074 Vel = 2.48 0.0 29 -42.15 23.820 K Factor= -8.64 24 231.250 47.98 2.5 0.0 11.000 100 23.894 to 0.0 0.0 0.0 31 231.250 47.98 2.635 0.0 11.000 0.0104 0.114 Vel = 2.82 31 231.250 19.48 2.5 0.0 0.750 100 24.008 to 0.0 0.0 0.0 63 231.250 67.46 2.635 0.0 0.750 0.0187 0.014 Vel = 3.97 63 231.250 0.0 2.5 V 4.213 17.750 100 24.022 to 0.0 4.213 0.0 48 231.250_ 67.46 2.635 0.0 21.963 0.0195 0.428 Vel = 3.97 48 231.250 120.87 2.5 0.0 13.500 100 24.450 to 0.0 0.0 0.0 64 231.250 18. 8.33 2.635 0.0 13.500 0.130.2 1.758 Vel = 11.08 64 231.250 0.0 2.5 V 4.213 1.000 100 26.208 to 0.0 4.213 0.0 50 231.250 _ 188.33 2.635 0.0 5.213 0.1301 0.678 Vel = 11.08 50 231.250 20.40 2.5 0.0 9.750 100 26.886 to 0.0 0.0 0.0 54 231.250 208.73 2.635 0.0 9.750 0.1575 1.536 Vel = 12.28 54 231.250 36.08 2.5 V 4.213 9.000 100 28.422 to 0.0 4.213 0.0 59 231.250 244.81 2.635 0.0 13.213 0.2115 2.794 VeI = 14.40 59 231.250 43.78 2.5 0.0 7.000 100 31.216 to 0.0 0.0 0.0 60 231.250 288.59 2.635 0.0 7.000 0.2867 2.007 Vel = 16.98 - 0.0 60 288.59 _ 33.223 K Factor= 50.07 60 231.250 476.31 4 X 15.036 21.000 100 33.223 to 2V 12.78 27.815 0.0 65 231.250 476.31 4.26 0.0 48.815 0.0698 3.409 Vel = 10.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . JET FIRE PROTECTION - Scholls Ferry Apartments Building 2- Dry System Page 11 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to Node2 Elev2 Fact or Ftng's Pe ******* Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf 65 231.250 0.0 4 X 15.036 18.500 100 36.632 to 0.0 15.035 66 231.250 476.31 4.26 0.0 0.0 33.535 0.0698 2.341 Vel = 10.72 66 231.250 0.0 4 V 6.39 22.250 100 38.973 to 0.0 6.390 TDR 212 476.31 4.26 8.337 0.0 28.640 0.0698 2.000 Vel = 1.0.72_ TDR 212 0.0 4 Bvca 7.518 5.000 100 49.310 to Dvc 19.734 54.317 4.331 BDR 202 476.31 4.26 S 20.674 59.317 0.0698 4.142 Vel = 10.72 V 6.39 BDR 202 -- -- _ 0.0 4 E 13.167 12.000 120 57.783 to 0.0 13.167 UG18 202 476.31 4.26 .0 -- --- 0.0 25.167 0.0498 1.254 Vel = 10.72 UG18 202 0.0 4 T 31.864 39.000 150 59.037 to 0.0 31.864 UG19 202 476.31 4.07 0.0 - -- 0.0 70.864 0.0412 2.919 Vel = 11.75 0.0 1 UG19 476.31 61.956 KFactor= 60.51 UG5 206 96.08 6 T 38.342 142.750 150 60.347 to 0.0 38.342 - 203 1.299 UG796.08 5.86 0.0 181.092 0.0004 0.066 Vel = 1.14 UG7 203 to F 8.947 128.500 150 61.712 UG9 199 0.0 8.946 1.732 9 96.08 5.86 0.0 137.446 0.0004 0.050 Vel = 1.14 UG9 199 --- ---- 0.0 6 F 8.947 202.750 150 63.494 to 0.0 8.946 UG 11 197 0.866 96.08 5.86 0.0 211.696 0.0004 0.076 Vel = 1.14 UG11 197 0.0 6 0.0 32.500 150 64.436 to 0.0 0.0 0.0 UG13 197 96.08 5.86 0.0 32.500 0.0004 0.012 Vel = 1.14 UG13 197 0.0 6 F 8.947 132.250 150 64.448 to 0.0 8.946 UG15 196 0.433 96.08 5.86 0.0 141.196 0.0004 0.051 Vel = 1.14 UG15 196 -- - 0.0 6 2F 17.893 125.000 150 64.932 to T 38.342 56.235 UG20 198 -0.866 96.08 5.86 0.0 181.235 0.0004 0.065 Vel = 1.14 UG20 198 -476.31 6 T 38.342 58.000 150 64.131 to 0.0 38.342 UG19 202 -1.732 -380.23 5.86 0.0 96.342 -0.0046 -0.443 Vel = 4.52 UG19 202 -- ------ - 476.31 6 0.0 219.000 150 61.956 to 0.0 0.0 UG17 206 -1.732 96.08 5.86 0.0 219.000 0.0004 0.078 Vel = 1.14 UG17 206 -- - to 0.0 123.250 150 60.302 0.0 0.0 0.0 UG5 20696.08 5.86 0.0 123.250 0.0004 0.045 Vel = 1.14 0.0 , UG5 96.08 60.347 K Factor= 12.37 UG20 198 476.31 6 - - -- ---- - to 0.0 159.000 150 64.131 0.0 0.0 1.299 • UG22 195 476.31 5.86 0.0 159.000 0.0070 1.110 Vel = 5.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • Page 12 JET FIRE PROTECTION Date 9-1-2016 Scholls Ferry Apartments Building 2- Dry System 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 UG22 195 0.0 6 F 8.947 108.000 150 66.54065 to 0.0 8.946 UG23 195 476.31 5.86 0.0 116.946 0.0070 0.817 Vel = 5.67 UG23 195 0.0 8 Zcg 0.0 9.000 120 67.357 to 0.0 0.0 8.721 * * Fixed Loss =8.721 UG24 195 476.31 8.249 0.0 9.000 0.0019 0.017 Vel = 2.86 UG24 195 0.0 8 T 55.354 20.000 140 76.09560 to 0.0 55.354 TEST 195 476.31 8.27 0.0 75.354 0.0015 0.112 Vel = 2.84 100.00 Qa = 100.00 TEST 576.31 — _ 76.207 K Factor= 66.02 T Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • .41( SEP 2 9 ?niE, JO lk. INDUSTRIES 4000040 ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." ?g, PRopk,c, <,\ G I NF:"/0 54 9Pmi At, eilmly. Amor"4 P,771F- , inurt,fr •r, ce id NL oef oe (5( 'LYNN 0' 1.1 'EXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 2 Drawing Location : 13375 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 2 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 9 Scholls Ferry Apartments Building 2 Date -1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 2 Location: 13375 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 70.463 - Psi Total water required(including hose streams): 169.618- GPM @ 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 2 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 15.375 C2- Residual Pressure: 91 D2-System Flow : 69.618 C2- Residual Flow : 1450 D2-System Pressure : 70.463 Hose ( Demand ) : 100 D3-System Demand : 169.618 Safety Margin : 21.518 150 140 130 P 120 R 110 E 100 Cl C2 S 90 0 n S 80 D2 U 70 bo R 60 D3 E 50 40 30 20 q 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 2 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 '/< 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 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. ' 4 4 ' 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 2 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 70.463 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 230.5 4.9 7.04 13.0 HD2 230.5 4.9 12.04 17.0 1 230.5 4.34 13.8 16.12 K=K @ EQ1 2 230.5 4.39 14.98 17.0 K=K @ EQ2 4 230.5 4.34 15.86 17.28 K=K @ EQ1 3 230.5 15.91 5 230.5 17.34 6 230.5 4.34 19.6 19.21 K=K @ EQ1 7 230.5 23.01 8 230.5 33.15 9 212.0 45.12 TWR 212.0 49.58 BWR 202.0 54.94 UG18 202.0 55.06 UG5 206.0 53.41 UG7 203.0 54.71 UG9 199.0 56.44 UG11 197.0 57.31 UG13 197.0 57.31 UG 15 196.0 57.75 UG20 198.0 56.88 UG19 202.0 55.14 UG17 206.0 53.41 UG22 195.0 58.21 UG23 195.0 58.24 UG24 195.0 70.46 TEST 195.0 70.46 100.0 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 2 Date 9-1-2016 . Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ******* Notes * ***" to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 230.500 4.90 13.00 0.75 0 3.0 3.500 150 7.039 to 2N 14.0 17.000 0.0 EQ1 230.500 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 230.500 4.90 17.00 0.75 0 3.0 2.000 150 12.037 to 2N 14.0 17.000 0.0 EQ2 230.500 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 1 230.500 4.34 16.12 0.75 N 7.0 8.000 150 13.804 K= K @ EQ1 to 0.0 7.000 0.0 3 230.500 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 2 230.500 4.39 17.00 0.75 0 3.0 3.000 150 14.983 K= K @ EQ2 to 0.0 3.000 0.0 3 230.500 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 4 230.500 4.34 17.28 0.75 0 3.0 6.250 150 15.862 K= K @ EQ1 to 0.0 3.000 0.0 5 230.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 0.0 5 17.28 - 17.341 KFactor= 4.15 3 230.500 33.12 1 0.0 8.250 150 15.914 to 0.0 0.0 0.0 5 230.500 33.12 1.101 0.0 8.250 0.1730 1.427 Vel = 11.16 5 230.500 17.29 1 0.0 6.000 150 17.341 to 0.0 0.0 0.0 6 230.500 50.41 1.101 0.0 6.000 0.3762 2.257 Vel = 16.99 6 230.500 4.34 19.21 1.25 0 6.0 9.750 150 19.598 K= K @ EQ1 to 0.0 6.000 0.0 7 230.500 69.62 1.394 0.0 15.750 0.2167 3.413 Vel = 14.64 7 230.500 0.0 1.5 0 8.0 65.000 150 23.011 to 2N 18.0 26.000 0.0 8 230.500 69.62 1.598 _ 0.0 91.000 0.1114 10.140 Vel = 11.14 8 230.500 0.0 1.5 N 9.0 18.500 150 33.151 to 0 8.0 17.000 8.012 9 212 69.62 1.598 0.0 35.500 0.1114 3.956 Vel = 11.14 9 212 0.0 1.5 2N 18.0 22.000 150 45.119 to 0.0 18.000 0.0 TWR 212 69.62 1.5.98 0.0 40.000 0.1114 4.457 Vel = 11.14 TWR 212 0.0 2 3V 12.922 6.000 120 49.576 to Bvca 7.384 20.306 4.331 BWR 202 69.62 2.157 0.0 26.306 0.0391 1.028 Vel = 6.11 BWR 202 0.0 4 T 26.334 16.000 120 54.935 to S 28.968 68.469 0.0 UG18 202 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 2 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 UG18 202 0.0 4 T 31.864 39.000 150 55.055 to 0.0 31.864 0.0 UG19 202 69.62 4.07 0.0 70.864 0.0012 0.083 Vel = 1.72 0.0 UG19 69.62 55.138 K Factor= 9.38 UG5 206 14.04 6 T 38.342 142.750 150 53.409 to 0.0 38.342 1.299 UG7 203 14.04 5.86 - 0.0 181.092 0 0.002 Vel = 0.17 UG7 203 0.0 6 F 8.947 128.500 150 54.710 to 0.0 8.946 1.732 UG9 199 14.04 5.86 0.0 137.446 0 0.002 Vel = 0.17 UG9 199 0.0 6 F 8.947 202.750 150 56.444 to 0.0 8.946 0.866 UG11 197 14.04 5.86 0.0 211.696 0 0.003 Vel = 0.17 UG11 197 0.0 6 0.0 32.500 150 57.313 to 0.0 0.0 0.0 UG13 197 14.04 5.86 0.0 - 32.500 0 0.0 Vel = 0.17 a UG13 197 0.0 6 F 8.947 132.250 150 57.313 to 0.0 8.946 0.433 • UG15 196 14.04 5.86 0.0 141.196 0 0.002 Vel = 0.17 UG15 196 0.0 6 2F 17.893 125.000 150 57.748 to T 38.342 56.235 -0.866 UG20 198 14.04 5.86 0.0 181.235 0 0.001 Vel = 0.17 UG20 198 -69.61 6 T 38.342 58.000 150 56.883 to 0.0 38.342 -1.732 UG19 202 -55.57 5.86 0.0 96.342 -0.0001 -0.013 Vel = 0.66 UG19 202 69.61 6 0.0 219.000 150 55.138 to 0.0 0.0 -1.732 UG17 206 14.04 5.86 0.0 219.000 0 0.002 Vel = 0.17 UG17 206 0.0 6 0.0 123.250 150 53.408 to 0.0 0.0 0.0 UG5 206 14.04 5.86 0.0 123.250 0 0.001 Vel = 0.17 0.0 UG5 14.04 53.409 K Factor= 1.92 UG20 198 69.62 6 0.0 159.000 150 56.883 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 58.214 to 0.0 8.946 0.0 UG23 195 69.62 _ 5.8.6 0.0 11.6.946 0.0002 0.023 Vel = 0.83 UG23 195 0.0 8 Zcg 0.0 9.000 120 58.237 to 0.0 0.0 12.222 ** Fixed Loss = 12.222 UG24 195 69.62 8.249 0.0 9.000 _ 0.0001 0.001 Vel = 0.42 UG24 195 0.0 8 T 55.354 20.000 140 70.460 to 0.0 55.354 0.0 TEST 195 69.62 8.27 0.0 75.354 0 0.003 Vel = 0.42 100.00 Qa = 100.00 • TEST 169.62 70.463 K Factor= 20.21 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 2 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087