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Report (25) • . p-18 020/(e. -oolw JET sr, 29201F INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" P Ropk, i cc-) / 54 9P li -/Af If .--- ,; ..T.-- •ir LYNN Os EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 9 Dry System Drawing Location : 13327 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 9 dry system.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 9 Dry System Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 9 Location: 13327 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: 2640- SqFt Coverage per sprinkler: 112- SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 35 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 600.737- GPM @ 77.957 - Psi Type of system: Dry Volume of dry or preaction system: 245-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 9 Dry System Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 14.184 C2- Residual Pressure: 91 D2-System Flow : 500.737 C2- Residual Flow : 1450 D2-System Pressure : 77.957 Hose ( Demand ) : 100 D3-System Demand : 600.737 Safety Margin : 13.847 150 140 130 i• • p120 R 110 i 1 E 100 Cl C2 a n S 90 S 80 • D2 U 70 • 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 9 Dry System Date 9-1-2016 Fitting Legend Abbrev. Name '/3 '/< 1 1'/4 1% 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 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 9 Dry System 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 91.804 600.74 77.957 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 3 232.75 4.2 12.16 14.65 4 232.75 4.2 12.63 14.93 5 231.0 4.2 14.42 15.95 6 231.0 4.2 15.09 16.32 8 228.0 4.2 14.09 15.76 9 228.0 4.2 13.98 15.7 11 233.5 4.2 11.69 14.36 12 233.5 4.2 11.6 14.3 13 233.5 12.39 10 226.5 15.56 7 226.5 19.04 14 226.5 19.7 16 237.0 4.2 7.38 11.41 17 237.0 4.2 7.88 11.79 18 237.0 4.2 9.74 13.11 19 237.0 4.2 13.07 15.18 20 237.0 13.89 22 232.5 4.2 8.13 11.97 23 232.5 4.2 8.67 12.37 24 232.5 4.2 10.71 13.74 25 232.5 4.2 11.7 14.37 26 232.5 4.2 12.47 14.83 27 232.5 15.25 29 228.5 4.2 8.0 11.88 30 228.5 4.2 8.54 12.28 31 228.5 4.2 10.55 13.64 32 228.5 4.2 10.61 13.68 33 228.5 4.2 11.31 14.12 34 228.5 4.2 13.85 15.63 36 227.75 4.2 7.11 11.2 37 227.75 4.2 7.7 11.65 38 227.75 4.2 7.33 11.37 39 227.75 4.2 7.93 11.83 40 227.75 10.11 42 231.0 4.2 11.81 14.43 44 226.5 4.2 13.39 15.37 45 226.5 4.2 14.01 15.72 46 226.5 14.54 48 231.75 4.2 15.76 16.68 41 226.5 13.15 43 226.5 14.83 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 9 Dry System Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 47 226.5 15.2 49 226.5 19.6 50 232.5 4.2 17.01 17.32 51 232.5 4.2 18.09 17.86 52 232.5 22.11 53 232.5 26.03 55 237.0 4.2 17.16 17.4 56 237.0 4.2 18.25 17.94 57 237.0 22.3 58 237.0 26.26 35 226.5 23.23 49A 226.5 25.63 64 226.5 28.35 54 226.5 30.24 59 226.5 33.15 60 226.5 33.49 61 226.5 31.66 62 226.5 25.47 15 226.5 23.09 21 226.5 23.07 28 226.5 23.06 63 226.5 23.13 65 226.5 37.83 66 208.0 47.82 TDR 208.0 50.57 BDR 197.0 59.88 UG10 197.0 61.25 UG5 206.0 61.71 UG7 203.0 62.79 UG9 199.0 64.36 UG 11 197.0 64.97 UG13 197.0 65.08 UG 15 196.0 65.98 UG20 198.0 65.7 UG19 202.0 63.86 UG17 206.0 61.86 UG22 195.0 68.22 UG23 195.0 69.12 UG24 195.0 77.83 TEST 195.0 77.96 100.0 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 9 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 3 232.750 4.20 14.65 1 T 3.568 1.000 100 12.164 to 0.0 3.568 0.0 4 232.750 14.65 1.049 0.0 4.568 0.1025 0.468 Vel = 5.44 4 232.750 4.20 14.93 1.25 E 2.141 8.250 100 12.632 to 0.0 2.141 0.758 5 231 29.58 1.38 0.0 10.391 0.0989 1.028 Vel = 6.34 5 231 4.20 15.94 1.5 0.0 6.500 100 14.418 to 0.0 0.0 0.0 6 231 45.52 1.61 0.0 6.500 0.1037 0.674 Vel = 7.17 6 231 4.20 16.32 1.5 T 5.71 5.250 100 15.092 to 0.0 5.710 1.949 7 226.500 61.84 1.61 0.0 10.960 0.1827 2.002 Vel = 9.75 0.0 7 61.84 19.043 K Factor= 14.17 8 228 4.20 15.76 1 T 3.568 3.500 100 14.086 to 0.0 3.568 0.650 10 226.500 15.76 1.049 0.0 7.068 0.1173 0.829 Vel = 5.85 0.0 10 15.76 15.565 K Factor= 3.99 9 228 4.20 15.70 1 T 3.568 4.500 100 13.975 to 0.0 3.568 0.650 10 226.500 15.7 1.049 0.0 8.068 0.1165 0.940 Vel = 5.83 0.0 10 15.70 15.565 K Factor= 3.98 11 233.500 4.20 14.36 1 T 3.568 3.500 100 11.690 to 0.0 3.568 0.0 13 233.500 14.36 1.049 0.0 7.068 0.0988 0.698 Vel = 5.33 0.0 13 14.36 12.388 K Factor= 4.08 12 233.500 4.20 14.30 1 T 3.568 4.500 100 11.597 to 0.0 3.568 0.0 13 233.500 14.3 1.049 0.0 8.068 0.0980 0.791 Vel = 5.31 13 233.500 14.36 1 T 3.568 8.500 100 12.388 to 0.0 3.568 3.032 14 226.500 28.66 1.049 0.0 12.068 0.3548 4.282 Vel = 10.64 0.0 14 28.66 19.702 K Factor= 6.46 10 226.500 31.46 1 0.0 8.250 100 15.565 to 0.0 0.0 0.0 7 226.500 31.46 1.049 _ 0.0 8.250 0.4216 3.478 Vel = 11.68 7 226.500 61.84 2 0.0 7.000 100 19.043 to 0.0 0.0 0.0 14 226.500 93.3 2.157 0.0 7.000 0.0941 0.659 Vel = 8.19 14 226.500 28.67 2 E 4.392 8.750 100 19.702 to T 8.783 13.174 0.0 15 226.500 121.97 2.157 0.0 21.924 0.1544 3.386 Vel = 10.71 0.0 15 121.97 23.088 K Factor= 25.38 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 9 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 16 237 4.20 11.41 1 0.0 7.750 100 7.377 to 0.0 0.0 0.0 17 237 11.41 1.049 0.0 7.750 0.0646 0.501 Vel = 4.24 17 237 4.20 11.79 1 0.0 7.750 100 7.878 to 0.0 0.0 0.0 18 237 23.2 1.049 0.0 7.750 0.2399 1.859 Vel = 8.61 18 237 4.20 13.10 1 T 3.568 4.000 100 9.737 to 0.0 3.568 0.0 20 237 36.3 1.049 0.0 7.568 0.5493 4.157 Vel = 13.48 0.0 20 36.30 13.894 K Factor= 9.74 19 237 4.20 15.18 1 T 3.568 4.000 100 13.065 to 0.0 3.568 0.0 20 237 15.18 1.049 0.0 7.568 0.1095 0.829 Vel = 5.64 20 237 36.30 1.25 T 4.282 12.500 100 13.894 to 0.0 4.282 4.548 21 226.500 51.48 1.38 0.0 16.782 0.2757 4.627 Vel = 11.04 0.0 21 51.48 23.069 K Factor= 10.72 22 232.500 4.20 11.97 1 0.0 7.750 100 8.126 to 0.0 0.0 0.0 23 232.500 11.97 1.049 0.0 7.750 0.0706 0.547 Vel = 4.4.4 _ 23 232.500 4.20 12.37 1 0.0 7.750 100 8.673 to 0.0 0.0 0.0 24 232.500 24.34 1.049 0.0 7.750 0.2623 2.033 Vel = 9.04 24 232.500 4.20 13.74 1 T 3.568 4.000 100 10.706 to 0.0 3.568 0.0 27 232.500 38.08 1.049 0.0 7.568 0.6002 4.542 Vel = 14.14 0.0 27 38.08 15.248 K Factor= 9.75 25 232.500 4.20 14.37 1 0.0 7.750 100 11.703 to 0.0 0.0 0.0 26 232.500 14.37 1.049 0.0 7.750 0.0988 0.766 Vel = 5.33 26 232.500 4.20 14.83 1 T 3.568 4.000 100 12.469 to 0.0 3.568 0.0 27 232.500 29.2 1.049 0.0 7.568 0.367.2 2.779 Vel = 10.84 27 232.500 38.08 1.25 T 4.282 7.250 100 15.248 to 0.0 4.282 2.599 28 226.500 67.28 1.38 0.0 11.532 0.4524 5.217 Vel = 14.43 0.0 28 67.28 23.064 K Factor= 14.01 29 228.500 4.20 11.88 1 0.0 7.750 100 8.005 to 0.0 0.0 0.0 30 228.500 11.88 1.049 0.0 7.750 0.0695 0.539 Vel = 4.41 30 228.500 4.20 12.28 1 0.0 7.750 100 8.544 . to 0.0 0.0 0.0 31 228.500 24.16 1.049 0.0 7.750 0.2587 2.005 Vel = 8.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams d ' • JET FIRE PROTECTION Page 8 Scholls Ferry Apartments Building 9 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 31 228.500 4.20 13.64 1 T 3.568 2.000 100 10.549 to 0.0 3.568 0.0 34 228.500 37.8 1.049 0.0 5.568 0.5920 3.296 Vel = 14.03 0.0 34 37.80 13.845 K Factor= 10.16 32 228.500 4.20 13.68 1 0.0 7.750 100 10.607 to 0.0 0.0 0.0 33 228.500 13.68 1.049 0.0 7.750 0.0903 0.700 Vel = 5.08 33 228.500 4.20 14.12 1 T 3.568 4.000 100 11.307 to 0.0 3.568 0.0 34 228.500 27.8 1.049 0.0 7.568 0.3354 2.538 Vel = 10.32 34 228.500 4.20 53.43 1.25 T 4.282 9.000 100 13.845 to 0.0 4.282 0.866 35 226.500 81.23 1.38 0.0 13.282 0.6411 8.515 Vel = 17.42 0.0 35 81.23 23.226 K Factor= 16.86 36 227.750 4.20 11.20 1 E 1.427 8.000 100 7.111 to 0.0 1.427 0.0 37 227.750 11.2 1.049 0.0 9.427 0.0624 0.588 Vel = 4.16 37 227.750 4.20 11.65 1 T 3.568 6.750 100 7.699 . to 0.0 3.568 0.0 40 227.750 22.85 1.049 0.0 10.318 0.2334 2.408 Vel = 8.48 0.0 40 22.85 10.107 K Factor= 7.19 38 227.750 4.20 11.37 1 E 1.427 8.000 100 7.327 to 0.0 1.427 0.0 39 227.750 11.37 1.049 0.0 9.427 0.0642 0.605 Vel = 4.22 39 227.750 4.20 11.83 1 T 3.568 5.500 100 7.932 to 0.0 3.568 0.0 40 227.750 23.2 1.049 0.0 9.068 0.2399 2.175 Vel = 8.61 40 227.750 22.85 1 E 1.427 1.500 100 10.107 to 0.0 1.427 0.541 41 226.500 46.05 1.049 0.0 2.927 0.8531 2.497 Vel = 17.09 0.0 41 46.05 13.145 K Factor= 12.70 42 231 4.20 14.43 1 E 1.427 5.750 100 11.808 to T 3.568 4.995 1.949 43 226.500 14.43 1.049 0.0 10.745 0.0997 1.071 Vel = 5.36 0.0 43 14.43 14.828 K Factor= 3.75 44 226.500 4.20 15.37 1 T 3.568 6.750 100 13.389 to 0.0 3.568 0.0 46 226.500 15.37 1.049 0.0 10.318 0.1120 1.156 Vel = 5.71 0.0 46 15.37 14.545 K Factor= 4.03 45 226.500 4.20 15.72 1 T 3.568 1.000 100 14.011 to 0.0 3.568 0.0 46 226.500 15.72 1.049 0.0 4.568 0.1169 0.534 Vel = 5.84 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 9 Dry System 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 46 226.500 15.37 1.25 T 4.282 1.750 100 14.545 to 0.0 4.282 0.0 47 226.500 31.09 1.38 0.0 6.032 0.1084 0.654 Vel = 6.67 0.0 47 31.09 15.199 K Factor= 7.97 48 231.750 4.20 16.68 1 E 1.427 7.000 100 15.764 to T 3.568 4.995 2.274 49 226.500 16.68 1.049 0.0 11.995 0.1302 1.562 Vel = 6.19 0.0 49 16.68 19.600 K Factor= 3.77 41 226.500 46.05 1.25 0.0 7.500 100 13.145 to 0.0 0.0 0.0 43 226.500 46.05 1.38 _ 0.0 7.500 0.2244 1.683 Vel = 9.88 43 226.500 14.43 1.25 0.0 1.000 100 14.828 to 0.0 0.0 0.0 47 226.500 60.48 1.38 0.0 1.000 0.3710 0.371 Vel = 12.97 47 226.500 31.09 1.25 0.0 5.500 100 15.199 to 0.0 0.0 0.0 49 _ 226.500 91.57 1.38 0.0 5.500 0.8002 4.401 Vel = 19.64 . 49 226.500 16.68 1.25 T 4.282 1.250 100 19.600 to 0.0 4.282 0.0 49A 226.500 108.25 1.38 0.0 5.532 1.0906 6.033 Vel = 23.22 0.0 49A 108.25 25.633 K Factor= 21.38 50 232.500 4.20 17.32 1 0.0 7.750 100 17.007 to 0.0 0.0 0.0 51 - 232.500 17.32 1.049 0.0 7.750 0.1397 1.083 Vel = 6.4.3 51 232.500 4.20 17.86 1 0.0 7.750 100 18.090 to 0.0 0.0 0.0 52 232.500 35.18 1.049 0.0 7.750 _ 0.5185 4.018 Vel = 13.06 52 232.500 0.0 1 T 3.568 4.000 100 22.108 to 0.0 3.568 0.0 53 232.500 35.18 1.049 0.0 7.568 0.5184 3.923 Vel = 13.06 _ 53 232.500 0.0 1.25 T 4.282 7.500 100 26.031 to 0.0 4.282 2.599 54 226.500 35.18 1.38 0.0 11.782 0.1363 1.606 Vel = 7.55 0.0 54 35.18 30.236 K Factor= 6.40 55 237 4.20 17.40 1 0.0 7.750 100 17.160 to 0.0 0.0 0.0 56 237 17.4 1.049 0.0 7.750 0.1409 1.092 Vel = 6.46 56 237 4.20 17.94 1 0.0 7.750 100 18.252 to 0.0 0.0 0.0 57 237 35.34 1.049 _ 0.0 7.750 0.5227 4.051 Vel = 13.12 57 237 0.0 1 T 3.568 4.000 100 22.303 to 0.0 3.568 0.0 58 237 35.34 1.049 0.0 7.568 0.5227 3.956 Vel = 13.12 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 9 Dry System Date 9-1-2016 i 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 58 237 0.0 1.25 T 4.282 12.750 100 26.259 to 0.0 4.282 4.548 59 226.500 35.34 1.38 0.0 17.032 0.1374 2.341 Vel = 7.58 0.0 59 35.34 33.148 K Factor= 6.14 35 226.500 140.00 2.5 0.0 32.000 100 23.226 to 0.0 0.0 0.0 49A 226.500 140.0 2.635 0.0 32.000 0.0752 2.407 Vel = 8.24 49A 226.500 108.25 2.5 0.0 12.500 100 25.633 to 0.0 0.0 0.0 64 226.500 248.25 2.635 0.0 12.500 0.2170 2.712 Vel = 14.61 64 226.500 0.0 2.5 V 4.213 4.500 100 28.345 to 0.0 4.213 0.0 54 226.500 248.25 2.635 0.0 8.713 0.2170 1.891 Vel = 14.61 54 226.500 35.18 2.5 0.0 10.500 100 30.236 to 0.0 0.0 0.0 59 226.500 283.43 2.635 0.0 10.500 0.2773 2.912 Vel = 16.68 59 226.500 35.34 2.5 0.0 1.000 100 33.148 to 0.0 0.0 0.0 60 226.500 318.77 2.635 0.0 1.000 0.3450 0.345 Vel = 18.75 60 226.500 -500.73 2.5 0.0 15.000 100 33.493 to 0.0 0.0 0.0 61 226.500 -181.96 2.635 0.0 15.000 -0.1222 -1.833 Vel = 10.71 61 226.500 0.0 2.5 V 4.213 46.500 100 31.660 to 0.0 4.213 0.0 62 226.500 -181.96 2.635 0.0 50.713 -0.1221 -6.194 Vel = 10.71 62 226.500 0.0 2.5 V 4.213 15.250 100 25.466 to 0.0 4.213 0.0 15 226.500 -181.96 2.635 0.0 19.463 -0.1222 -2.378 Vel = 10.71 15 226.500 121.97 2.5 0.0 1.250 100 23.088 to 0.0 0.0 0.0 21 226.500 -59.99 2.635 0.0 1.250 -0.0152 -0.019 Vel = 3.53 21 226.500 51.48 2.5 0.0 10.500 100 23.069 to 0.0 0.0 0.0 28 226.500 -8.51 2.635 0.0 10.500 -0.0005 -0.005 Vel = 0.50 28 226.500 67.28 2.5 0.0 4.500 100 23.064 to 0.0 0.0 0.0 63 226.500 58.77 2.635 0.0 4.500 0.0151 0.068 Vel = 3.46 63 226.500 0.0 2.5 V 4.213 2.000 100 23.132 to 0.0 4.213 0.0 35 226.500 58.77 2.635 0.0 6.213 0.0151 0.094 Vel = 3.46 0.0 35 58.77 23.226 K Factor= 12.19 60 226.500 500.74 4 X 15.036 28.750 100 33.493 to 2V 12.78 27.815 0.0 65 226.500 500.74 4.26 0.0 _ 56.565 0.0766 4.332 Vel = 11.27 65 226.500 0.0 4 V 6.39 19.500 100 37.825 to 0.0 6.390 8.012 66 208 500.74 4.26 0.0 25.890 0.0766 1.984 Vel = 11.27 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 9 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 66 208 0.0 4 V 6.39 29.500 100 47.821 to 0.0 6.390 0.0 TDR 208 500.74 4.26 0.0 35.890 0.0766 2.749 Vel = 11.27 TDR 208 0.0 4 Bvca 7.518 5.000 100 50.570 to Dvc 19.734 54.317 4.764 BDR 197 500.74 4.26 S 20.674 59.317 0.0766 4.543 Vel = 11.27 V 6.39 BDR 197 0.0 4 E 13.167 12.000 120 59.877 to 0.0 13.167 0.0 UG10 197 500.74 4.26 0.0 25.167 0.0547 1.376 Vel = 11.27 UG 10 197 0.0 4 T 31.864 50.500 150 61.253 to 0.0 31.864 0.0 UG11 197 500.74 4.07 0.0 82.364 0.0452 3.721 Vel = 12.35 0.0 UG11 500.74 _ 64.974 K Factor= 62.12 UG5 206 -184.04 6 T 38.342 142.750 150 61.713 to 0.0 38.342 1.299 UG7 203 -184.04 5.86 0.0 181.092 -0.0012 -0.217 Vel = 2.19 UG7 203 0.0 6 F 8.947 128.500 150 62.795 to 0.0 8.946 1.732 • UG9 199 -184.04 5.86 0.0 137.446 -0.0012 -0.165 Vel = 2.19 UG9 199 0.0 6 F 8.947 202.750 150 64.362 to 0.0 8.946 0.866 UG11 197 -184.04 5.86 0.0 211.696 -0.001.2 -0.254 Vel = 2.19 UG11 197 500.74 6 0.0 32.500 150 64.974 to 0.0 0.0 0.0 UG13 197 316.7 5.86 0.0 32.500 0.0033 0.106 Vel = 3.77 UG13 197 0.0 6 F 8.947 132.250 150 65.080 to 0.0 8.946 0.433 UG15 196 316.7 5.86 0.0 141.196 0.0033 0.463 Vel = 3.77 UG15 196 0.0 6 2F 17.893 125.000 150 65.976 to T 38.342 56.235 -0.866 UG20 198 316.7 5.86 0.0 181.235 0.0033 0.595 Vel = 3.77 UG20 198 -500.74 6 T 38.342 58.000 150 65.705 to 0.0 38.342 -1.732 UG19 202 -184.04 5.86 0.0 96.342 -0.0012 -0.116 Vel = 2.19 UG19 202 0.0 6 0.0 219.000 150 63.857 to 0.0 0.0 -1.732 UG17 206 -184.04 5.86 0.0 219.000 -0.0012 -0.264 Vel = 2.19 UG17 206 0.0 6 0.0 123.250 150 61.861 to 0.0 0.0 0.0 UG5 206 -184.04 5.86 0.0 123.250 -0.0012 -0.148 Vel = 2.19 0.0 UG5 _ -184.04 61.713 K Factor_-23.43 UG20 198 500.74 6 0.0 159.000 150 65.705 to 0.0 0.0 1.299 UG22 195 500.74 5.86 0.0 159.000 0.0077 1.217 Vel = 5.96 UG22 195 0.0 6 F 8.947 108.000 150 68.221 to 0.0 8.946 0.0 UG23 195 500.74 5.86 0.0 116.946 0.0077 0.896 Vel = 5.96 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 9 Dry System 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 UG23 195 0.0 8 Zcg 0.0 9.000 120 69.117 to 0.0 0.0 8.698 * * Fixed Loss =8.698 UG24 195 500.74 8.249 0.0 9.000 0.0021 0.019 Vel = 3.01 _ ii UG24 195 0.0 8 T 55.354 20.000 140 77.834 to 0.0 55.354 0.0 TEST 195 500.74 8.27 0.0 75.354 0.0016 0.123 Vel = 2.99 100.00 Qa = 100.00 TEST 600.74 77.957 K Factor= 68.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 da A `. INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project. e2i,vO PRo% \AG1NEk- i0 54 9P:5 I/ 4.0100111 idPn �'• '" 15, 2��\F< Fr LYNN SSP 'EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 9 Drawing Location : 13327 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 9 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 age JET SchoFIREllsFerry PROTECTIONApartments Building 9 PDate 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 9 Location: 13327 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-SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100-GPM 73.234 - Psi Total water required(including hose streams): 170.649-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 Scholls Ferry Apartments Building 9 Page 2 Date 9-1-2016 City Water Supply: Cl -Static Pressure : 92 Demand: C2-Residual Pressure: 91 D1 - Elevation : 14.076 C2- Residual Flow 1450 D2-System Flow : 70.649 D2-System Pressure : 73.234 Hose ( Demand ) : 100 D3- System Demand : 170.649 Safety Margin : 18.747 150 140 130 p 120 R 110 E 100 Cl S 90 - C2 S 80 i D2 U 70 Dr) R 60 E 50 ; 40 30 20 10 D1 200 400 600 800 1000 . . . . .1200. .1400. . FLOW ( N A 1.85 ) 1600 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Page 3 JET FIRE PROTECTION Page 3-1-2016 Scholls Ferry Apartments Building 9 Fitting Legend6 8 10 12 14 16 18 20 Abbrev. Name '/2 Y4 1 11/4 11/2 2 21/2 3 31/2 4 5 24 6 6 7 12 14 16 18 19 Bvca B Fly Vic 705 4 5 6 7 8 80 12 14 18 22 27 35 40 45 50 E NFPA 13 90'Standard Elbow 1 2 2 3 61 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 F NFPA 13 45'Elbow 28 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 N* CPVC 90'Ell Harvel-Spears 101 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 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 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 ✓ 90'Ell Firelock#001 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 N 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 Scholls Ferry Apartments Building 9 Page 4 Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Pressure Flow Pressure Total Demand Required TEST 92.0 91 1450.0 91.981 170.65 73.234 NODE ANALYSIS Pressure Discharge Node Ta 9 Elevation Node Type at Node at Node Notes HD1 227.5 HD2 227.5 4'9 12.04 17.0 HD3 227.5 4'9 12.04 17.0 4.9 12.04 1 227.5 4.57 14.78 17.0 17.58 K=K @ EQ3 3 227.5 4.37 15.14 17.0 K=K @ EQ1 5 227.5 4.47 14.96 6 227.5 20.76 17.3 K=K @ EQ2 8 227.5 4.37 18.45 2 227.5 20.52 18.77 K=K @ EQ1 4 227.5 20.59 7 227.5 20.9 9 227.5 21.29 10 227.5 33.55 11 207.0 45.57 TWR 207.0 54.42 BWR 197.0 59.81 UG 10 197.0 59.93 UG5 206.0 UG7 203.0 56.15 UG9 199.0 57.44 59.17 UG11 197.0 UG 13 197.0 60.03 UG 15 196.0 60.03 59.63 UG20 198.0 UG19 202.0 59.63 UG17 206.0 57.89 56.15 UG22 195.0 UG23 195.0 60.96 60.98 UG24 195.0 TEST 195.0 73.23 73.23 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 t} Page 5 JET FIRE PROTECTION Page 5-1-2016 Scholls Ferry Apartments Building 9 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to ***** Notes *'"""" or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft PI HD1 227.500 4.90 17.00 0.75 0 3.0 3.000 150 12.037 to 2N 14.0 17.000 EQ1 227.500 17.0 0.874 0.0 20.000 0.1550 3.101 Vel = 9.09 0.0 15.138 K Factor= 4.37 EQ1 17.00 - HD2 227.500 4.90 17.00 0.75 2N 14.0 1.500 150 12.037 to 0.0 14.000 EQ2 227.500 17.0 0.874 0.0 15.500 0.1550 2.403 Vel = 9.09 0.0 14.440 K Factor= 4.47 EQ2 17.00 HD3 227.500 4.90 17.00 0.75 0 3.0 1.500 150 12.037 N 7.0 10.000 0.0 to 0.0 11.500 0.1550 1.783 Vel = 9.09 EQ3 227.500 17.0 0.874 0.0 13.820 K Factor= 4.57 EQ3 17.00 1 227.500 4.57 17.58 0.75 N 7.0 24.750 150 14.782 K= K @ EQ3 to 0 3.0 10.000 0 2 227.500 17.58 0.874 0.0 34.750 0.1650 5.734 Vel = 9.40 0.0 20.516 K Factor= 3.88 2 17.58 3 227.500 4.37 17.00 0.75 N 7.0 8.000 150 155.1138 K= K @ EQ1 to EqI 20.132 27.132 4 227.500 17.0 0.874 0.0 35.132 0.1551 5.448 Vel = 9.09 0.0 20.586 K Factor= 3.75 4 17.00 5 227.500 4.47 17.30 0.75 2N 7.0 23.250 0 6.0 13.000 150 14.956 K= K @ EQ2 to 6 227.500 17.3 0.874 0.0 36.250 0.1602 5.807 Vel = 9.25 6 227.500 0.0 1.25 O 6.0 2.250 150 20.063 to 0.0 6.000 7 227.500 17.3 1.394 0.0 8.250 0.0165 0.136 Vel = 3.64 0.0 20.899 K Factor= 3.78 7 17.30 8 227.500 4.37 18.77 0.75 0 3.0 12.250 150 188.448 K= K @ EQ1 to 0.0 3.000 9 227.500 18.77 0.874 0.0 15.250 0.1862 2.839 Vel = 10.04 0.0 21.287 K Factor= 4.07 9 _ 18.77 2 227.500 17.58 1.5 0.0 8.000 150 20.516 0.0 0.0 0.0 to 4 227.500 17.58 1.598 0.0 8.000 0.0088 0.070 Vel = 2.8 4 227.500 17.00 1.5 0.0 10.250 150 20.586 0.0 0.0 0.0 to 7 227.500 34.58 1.598 0.0 10.250 0.0305 0.313 Vel = 5.53 0.0 6.000 150 20.899 7 227.500 17.30 1.5 0.0 0.0 0.0 to 0.0 6.000 - 0.0647 0.388 Vel = 8.30 9 227.500 51.88 1.598 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Final Calculations - Hazen-Williams • JET FIRE PROTECTION Scholls Ferry Apartments Building 9 Page 6 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 9 227.500 18.77 1.5 2N 18.0 74.500 150 21.287 to Eql 14.57 32.570 0.0 10 227.500 70.65 1.598 0.0 107.070 _0.1145 12.259 Vel = 11.30 _ 10 227.500 0.0 1.5 N 9.0 18.500 150 33.546 to 0.0 9.000 8.879 11 207 70.65 1.598 0.0 27.500 0.1145 3.149 _Vel = 11.30 11 207 0.0 1.5 2N 18.0 35.250 150 45.574 to 30 24.0 42.000 0.0 TWR 207 70.65 1.598 0.0 77.250 0.1145 8.845 Vel = 11.30 TWR 207 0.0 2 3V 12.922 6.000 120 54.419 to Bvca 7.384 20.306 4.331 BWR 197 70.65 2.157 0.0 26.306 0.0401 1.056 Vel = 6.20 BWR 197 0.0 4 T 26.334 16.000 120 59.806 to S 28.968 68.469 0.0 UG10 197 70.65 4.26 E 13.167 84.469 0.0015 0.123 Vel = 1.59 UG10 197 0.0 4 T 31.864 50.500 150 59.929 to 0.0 31.864 0.0 UG11 197 70.65 4.07 0.0 _ 82.364 0.0012 0.099 Vel = 1.74 0.0 UG11 70.65 60.028 K Factor= 9.12 UG5 206 -25.97 6 T 38.342 142.750 150 56.148 to 0.0 38.342 1.299 UG7 203 -25.97 5.86 0.0 181.092 0 -0.006 Vel = 0.31 UG7 203 0.0 6 F 8.947 128.500 150 57.441 • to 0.0 8.946 1.732 UG9 199 -25.97 5.86 0.0 137.446 0 -0.004 Vel = 0.31 UG9 199 0.0 6 F 8.947 202.750 150 59.169 to 0.0 8.946 0.866 UG11 197 -25.97 5.86 0.0 211.696 0 -0.007 Vel = 0.31 UG11 197 70.65 6 0.0 32.500 150 60.028 to 0.0 0.0 0.0 UG13 197 - 44.68 5.86 0.0 32.500 0.0001 0.003 Vel = 0.5.3 _ UG13 197 0.0 6 F 8.947 132.250 150 60.031 to 0.0 8.946 0.433 UG15 196 44.68 5.86 0.0 141.196 0.0001 0.013 Vel = 0.53 UG15 196 0.0 6 2F 17.893 125.000 150 60.477 to T 38.342 56.235 -0.866 UG20 198 44.68 5.86 0.0 181.235 0.0001 0.015 Vel = 0.53 UG20 198 -70.65 6 T 38.342 58.000 150 59.626 to 0.0 38.342 -1.732 UG19 202 _ -25.97 5.86 0.0 96.342 0 -0.003 Vel = 0.31 UG19 202 0.0 6 0.0 219.000 150 57.891 to 0.0 0.0 -1.732 UG17 206 -25.97 5.86 0.0 219.000 0 -0.007 Vel = 0.3__1 UG17 206 0.0 6 0.0 123.250 150 56.152 to 0.0 0.0 0.0 UG5 206 -25.97 5.86 0.0 123.250 0 -0.004 Vel = 0.31 0.0 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 9 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe ******* Notes ****** to or Ftng's Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG5 -25.97 _ _ _ 56.148 K Factor= -3.47 UG20 198 70.65 6 0.0 159.000 150 59.62266 to 0.0 0.0 UG22 195 70.65 5.86 0.0 159.000 0.0002 0.033 Vel = 0.84 UG22 195 0.0 6 F 8.947 108.000 150 60.958 to 0.0 8.946 0.0 UG23 195 70.65 5.86 0.0 116.946 0.0002 0.024 Vel _0.84 UG23 195 0.0 8 Zcg 0.0 9.000 120 62.248 to 0.0 0.0 ** Fixed Loss = 12.248 UG24 195 70.65 8.249 0.0 9.000 0.0001 0.001 Vel = 0.42 UG24 195 0.0 8 T 55.354 55.35420.000 140 73.2313 to 0.0 0 TEST 195 70.65 8.27 0.0 75.354 0 0.003 Vel = 0.42 100.00 Qa= 100.00 TEST 170.65 73.234 K Factor= 19.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087