Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (23)
( 3 z 2. S Sw PLa(f, 4t INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" ,co PR0A- , • cc 54 9P�i j' 1111170:4, r v'•F Y 15, 2o' Y LYNN SSP EXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 10 Dry System Drawing Location : 13325 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 10 dry system.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 • Scholls Ferry Apartments Building 10 Dry System Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 10 Location: 13325 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 @ 82.159- 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 2Date 9-1-2016 Scholls Ferry Apartments Building 10 Dry System City Water Supply: Demand: Cl - Static Pressure : 92 D1 - Elevation : 15.050 C2- Residual Pressure: 91 D2- System Flow : 500.737 C2- Residual Flow : 1450 D2- System Pressure : 82.159 Hose ( Demand ) : 100 D3-System Demand : 600.737 Safety Margin : 9.645 150 140 130 P 120 R110 E 100 C1 C2 n O S 90 D2 S 80 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 Scholls Ferry Apartments Building 10 Dry System Page 3 Date 9-1-2016 Fitting Legend Abbrev. Name %: % 1 1'/< 1'/2 2 24 2% 3 3% 4 5 6 8 10 12 14 16 18 20 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 Dvc Dry Vic 768 NXT 3 9 8 17 E NFPA 13 90'Standard Elbow 1 2 21 22 50 61 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 3 3 3 4 5 7 28 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 3.5 4.3 5 0 6.8 8.5 10 13 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 00 Zcg Colt C400 Horz OSY Fitting generates a Fixed Loss Based on Flow 0 0 0 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 10 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 82.159 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 3 234.75 4.2 12.16 14.65 4 234.75 4.2 12.63 14.93 5 233.0 4.2 14.42 15.95 6 233.0 4.2 15.09 16.32 8 230.0 4.2 14.09 15.76 9 230.0 4.2 13.98 15.7 11 235.5 4.2 11.69 14.36 12 235.5 4.2 11.6 14.3 13 235.5 12.39 10 228.5 15.56 7 228.5 19.04 14 228.5 19.7 16 239.0 4.2 7.38 11.41 17 239.0 4.2 7.88 11.79 18 239.0 4.2 9.74 13.11 19 239.0 4.2 13.07 15.18 20 239.0 13.89 22 234.5 4.2 8.13 11.97 23 234.5 4.2 8.67 12.37 24 234.5 4.2 10.71 13.74 25 234.5 4.2 11.7 14.37 26 234.5 4.2 12.47 14.83 27 234.5 15.25 29 230.5 4.2 8.0 11.88 30 230.5 4.2 8.54 12.28 31 230.5 4.2 10.55 13.64 32 230.5 4.2 10.61 13.68 33 230.5 4.2 11.31 14.12 34 230.5 4.2 13.85 15.63 36 229.75 4.2 7.11 11.2 37 229.75 4.2 7.7 11.65 38 229.75 4.2 7.33 11.37 39 229.75 4.2 7.93 11.83 40 229.75 10.11 42 233.0 4.2 11.81 14.43 44 228.5 4.2 13.39 15.37 45 228.5 4.2 14.01 15.72 46 228.5 14.54 48 233.75 4.2 15.76 16.68 41 228.5 13.15 43 228.5 14.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • , Flow Summary - NFPA 2007 JET FIRE PROTECTION Scholls Ferry Apartments Building 10 Dry System Page 5 Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 47 228.5 15.2 49 228.5 19.6 50 234.5 4.2 17.01 17.32 51 234.5 4.2 18.09 17.86 52 234.5 22.11 53 234.5 26.03 55 239.0 4.2 17.16 17.4 56 239.0 4.2 18.25 17.94 57 239.0 22.3 58 239.0 26.26 35 228.5 23.23 49A 228.5 25.63 64 228.5 28.35 54 228.5 30.24 59 228.5 33.15 60 228.5 33.49 61 228.5 31.66 62 228.5 25.47 15 228.5 23.09 21 228.5 23.07 28 228.5 23.06 63 228.5 23.13 65 228.5 37.83 66 210.0 47.82 TDR 210.0 50.57 BDR 199.0 59.88 UG8 199.0 61.25 UG5 206.0 65.64 UG7 203.0 66.61 UG9 199.0 68.09 UG11 197.0 69.47 UG 13 197.0 69.55 UG15 196.0 70.33 UG20 198.0 69.91 UG19 202.0 68.0 UG17 206.0 65.87 UG22 195.0 72.42 UG23 195.0 73.32 UG24 195.0 82.04 TEST 195.0 82.16 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams - 2007 r ' JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 10 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 3 234.750 4.20 14.65 1 T 3.568 1.000 100 12.164 to 0.0 3.568 0.0 4 234.750 14.65 1.049 0.0 4.568 0.1025 0.468 Vel = 5.44 4 234.750 4.20 14.93 1.25 E 2.141 8.250 100 12.632 to 0.0 2.141 0.758 5 233 29.58 1.38 0.0 10.391 0.0989 1.028 Vel = 6.34 5 233 4.20 15.94 1.5 0.0 6.500 100 14.4184 to 0.0 0.0 6 233 45.52 1.61 0.0 6.500 0.1037 0.674 Vel = 7.17 6 233 4.20 16.32 1.5 T 5.71 5.250 100 15.092 to 0.0 5.710 1.949 7 228.500 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 - 4.086 8 230 4.20 15.76 1 T 3.568 3.500 100 14.086 to 0.0 3.568 10 228.500 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 9 230 4.20 15.70 1 T 3.568 4.500 100 13.975 to 0.0 3.568 0.650 10 228.500 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 11 235.500 4.20 14.36 1 T 3.568 3.500 100 11.6906 to 0.0 3.568 13 235.500 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 12 235.500 4.20 14.30 1 T 3.568 4.500 100 11.5970.0 to 0.0 3.568 13 235.500 14.3 1.049 0.0 8.068 0.0980 0.791 Vel = 5.31 13 235.500 14.36 1 T 33.5568 8.58.500 0 100 12.388 2.388 to 14 228.500 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 10 228.500 31.46 1 0.0 8.250 100 15.56555 to 0.0 0.0 7 228.500 31.46 1.049 0.0 8.250 0.4216 3.478 Vel = 11.68 7 228.500 61.84 2 0.0 7.000 100 19.04390 to 0.0 0.0 14 228.500 93.3 2.157 0.0 7.000 0.0941 0.659 Vel = 8.19 _ 14 228.500 28.67 2 E 4.392 8.750 100 19.702 to T 8.783 13.174 0.0 15 228.500 121.97 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 Scholls Ferry Apartments Building 10 Dry System Page 7 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Node2 Elev2 Fact Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf 16 239 4.20 11.41 1 0.0 7.750 100 7.377 to 0.0 0.0 0.0 17 239 11.41 1.049 0.0 7.750 0.0646 0.501 Vel = 4.24 17 239 4.20 11.79 1 0.0 7.750 100 7.878 to 0.0 0.0 0.0 18 239 23.2 1.049 0.0 7.750 0.2399 1.859 Vel = 8.61 18 239 4.20 13.10 1 T 3.568 4.000 100 9.737 to 0.0 3.568 0.0 20 239 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 19 239 4.20 15.18 1 T 3.568 4.000 100 13.065 to 0.0 3.568 0.0 20 239 15.18 1.049 0.0 7.568 0.1095 0.829 Vel = 5.64 20 239 36.30 1.25 T 4.282 12.500 100 13.894 to 0.0 4.282 4.548 21 228.500 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 22 234.500 4.20 11.97 1 0.0 7.750 100 8.126 to 0.0 0.0 0.0 - 23 234.500 11.97 1.049 _ 0.0 7.750 0.0706 0.547 Vel = 4.44 _ 23 234.500 4.20 12.37 1 0.0 7.750 100 8.673 to 0.0 0.0 0.0 24 234.500 24.34 1.049 0.0 7.750 0.2623 2.033 Vel = 9.04 24 234.500 4.20 13.74 1 T 3.568 4.000 100 10.706 to 0.0 3.568 0.0 27 234.500 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 25 234.500 4.20 14.37 1 0.0 7.750 100 11.703 to 0.0 0.0 26 234.500 14.37 1.049 _ 0.0 7.750 0.0988 0.7667Vel = 5.33 26 234.500 4.20 14.83 1 T 3.568 4.000 100 12.469 to 0.0 3.568 27_ 234.500 29.2 1.049 0.0 7.568 0.3672 2.7797Vel = 10.84 27 234.500 38.08 1.25 T 4.282 7.250 100 15.248 to 0.0 4.282 2.599 28 228.500 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 29 230.500 4.20 11.88 1 0.0 7.750 100 8.005 to 0.0 0.0 0.0 30 230.500 11.88 1.049 0.0 7.750 0.0695 0.539 Vel = 4.41 _ 30 230.500 4.20 12.28 1 0.0 7.750 100 8.544 to 0.0 0.0 0.0 31 230.500 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 Page 8 • ag JET FIRE PROTECTION PPage 8-1-2016 Scholls Ferry Apartments Building 10 Dry System 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 31 230.500 4.20 13.64 1 T 3.568 2.000 100 10.54905 to 0.0 3.568 34 230.500 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 32 230.500 4.20 13.68 1 0.0 7.750 100 10.607 to 0.0 0.0 0.0 33 230.500 13.68 1.049 0.0 7.750 0.0903 0.700 Vel = 5.08 33 230.500 4.20 14.12 1 T 3.568 4.000 100 11.3073 to 0.0 3.568 34 230.500 27.8 1.049 0.0 7.568 0.3354 2.538 Vel = 10.32 34 230.500 4.20 53.43 1.25 T 4.282 9.000 100 13.845 to 0.0 4.282 0.866 35 228.500 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 36 229.750 4.20 11.20 1 E 1.427 8.000 100 7.1117 to 0.0 1.427 37 229.750 11.2 1.049 0.0 9.427 0.0624 0.588 Vel = 4.16 37 229.750 4.20 11.65 1 T 3.568 3.5686.750 100 7.67.699 to - 40 229.750 22.85 1.049 0.0 10.318 0.2334 2.408 Vel = 8.4 0.0 40 22.85 10.107 K Factor= 7.19 - 38 229.750 4.20 11.37 1 E 11.4427 8.400 100 7.3277 3 to 0 39 229.750 11.37 1.049 0.0 9.427 0.0642 0.605 Vel = 4.22 39 229.750 4.20 11.83 1 T 0.0 3.568 3.568 100 7.932 5.500 to to 40 229.750 23.2 1.049 0.0 9.068 0.2399 2.175 Vel = 8.61 40 229.750 22.85 1 E 1.427 1.500 100 10.107 to 0.0 1.427 0.541 41 228.500 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 42 233 4.20 14.43 1 E 1.427 5.750 100 11.808 to T 3.568 4.995 1.949 43 228.500 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 44 228.500 4.20 15.37 1 T 3.568 6.750 100 13.3890.3 to 0.0 3.568 46 228.500 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 45 228.500 4.20 15.72 1 T 3.568 1.000 100 14.01140 to 0.0 3.568 46 228.500 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 Scholls Ferry Apartments Building 10 Dry System Page 9 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 46 228.500 15.37 1.25 T 4.282 1.750 100 14.545 to 0.0 4.282 47 228.500 31.09 1.38 0.0 0.0 6.032 0.1084 0.654 Vel = 6.67 0.0 47 31.09 48 233.750 4.20 16.68 1 E 15.199 K Factor= 7.97 to 1.427 7.000 100 15.764 T 3.568 4.995 2.274 49 228.500 16.68 1.049 0.0 11.995 0.1302 1.562 VeI = 6.19 0.0 49 16.68 41 228.500 _ 19.600 K Factor= 3.77 46.05 1.25 0.0 7.500 100 13.145 to 0.0 0.0 43 228.500 46.05 1.38 0.0 0.0 7.500 0.2244 _ 1.683 Vel = 9.88 43 228.500 14.43 1.25 0.0 1.000 100 14.828 to 0.0 0.0 0.0 47 228.500 60.48 1.38 0.0 1.000 0.3710 0.371 Vel = 12.97 47 228.500 31.09 1.25 0.0 5.500 100 15.199 to 0.0 0.0 49 228.500 91.57 1.38 0.0 0.0 5.500 0.8002 4.401 Vel = 19.64 49 228.500 16.68 1.25 T 4.282 1.250 100 19.600 to 0.0 4.282 • 49A 228.500 108.25 1.38 6.0 - 0.0 5.532 1.0906 6.033 Vel = 23.22 0.0 49A 108.25 50 234.500 4.20 17.32 1 25.633 K Factor= 21.38 to 0.0 7.750 100 17.007 0.0 0.0 51 234.500 17.32 1.049 0.0 77.7750 0.1397 1.083 _ Vel = 6.43 51 234.500 4.20 17.86 1 0.0 7.750 100 18.090 to 0.0 0.0 52 234.500 35.18 1.049 0.0 0.0 7.750 _ 0.5185 4.018 Vel = 13.06 _ 52 234.500 0.0 1 T 3.568 4.000 100 22.108 to 0.0 3.568 0.0 53 234.500 35.18 1.049 0.0 7.568 0.5184 3.923 Vel = 13.06 53 234.500 0.0 1.25 T 4.282 7.500 100 26.031 to 0.0 4.282 54 228.500 35.18 1.38 2.599 0.0 11.782 0.1363 1.606 Vel = 7.55 0.0 54 35.18 30.236 K Factor= 6.40 55 239 4.20 17.40 1 _ to 0.0 7.750 100 17.160 0.0 0.0 0.0 56 239 17.4 1.049 0.0 7.750 0.1409 1.092 Vel= 6.46 56 239 4.20 17.94 1 0.0 7.750 100 18.252 to 0.0 0.0 0.0 57 239 35.34 1.049 0.0 7.750 0.5227 4.051 Vel= 13.12 57 239 0.0 1 T 3.568 4.000 100 22.303 to 0.0 3.568 0.0 58 239 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 Page 10 JET FIRE PROTECTION Date 9-1-2016 Scholls Ferry Apartments Building 10 Dry System Nadel 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 58 239 0.0 1.25 T 4.282 12.750 100 26.259 6.259 to 0.0 4.282 59 228.500 35.34 1.38 0.0 17.032 0.1374 2.341 Vel = 7.58 0.0 33.148 K Factor= 6.14 59 35.34 - 35 228.500 140.00 2.5 0.0 32.000 100 23.22632 to 0.0 0.0 49A 228.500 140.0 2.635 0.0 32.000 0.0752 2.407 Vel = 8.24 49A 228.500 108.25 2.5 0.0 12.500 100 25.63356 to 0.0 0.0 64 228.500 248.25 2.635 _ 0.0 12.500 0.2170 2.712 Vel = 14.61 64 228.500 0.0 2.5 V 4.213 4.500 100 28.34583 to 0.0 4.213 54 228.500 248.25 2.635 0.0 8.713 0.2170 1.891 Vel = 14.61 54 228.500 35.18 2.5 0.0 0.0 10.500 100 30.236 to 59 228.500 283.43 2.635 0.0 10.500 0.2773 2.912 Vel = 16.68 59 228.500 35.34 2.5 0.0 1.000 100 33.1483 to 0.0 0.0 .0 60 228.500 318.77 2.635 0.0 1.000 0.3450 0.345 Vel = 18.75 60 228.500 -500.73 2.5 0.0 15.000 100 33.4933 to 0.0 0.0 .0 61 228.500 -181.96 2.635 0.0 15.000 -0.1222 -1.833 Vel = 10.71 61 228.500 0.0 2.5 V 4.213 46.500 100 31.6606 to 0.0 4.213 62 228.500 -181.96 2.635 0.0 50.713 -0.1221 -6.194 Vel = 10.71 62 228.500 0.0 2.5 V 4.213 15.250 100 25.4660.4 to 0.0 4.213 15 228.500 -181.96 2.635 0.0 19.463 -0.1222 -2.378 Vel = 10.71 15 228.500 121.97 2.5 0.0 0.0 10.250 100 23.0880 to 21 228.500 -59.99 2.635 0.0 1.250 -0.0152 -0.019 Vel = 3.53 21 228.500 51.48 2.5 0.0 10.500 100 23.069 to 0.0 0.0 0.0 28 228.500 -8.51 2.635 0.0 10.500 -0.0005 -0.005 Vel = 0.50 28 228.500 67.28 2.5 0.0 4.500 100 23.0640 to 0.0 0.0 63 228.500 58.77 2.635 0.0 4.500 0.0151 0.068 Vel = 3.46 63 228.500 0.0 2.5 V 44.2213 2.0001 100 23.1320.0 to 35 228.500 58.77 2.635 0.0 6.213 0.0151 0.094 Vel = 3.46 0.0 23.226 K Factor= 12.19 35 58.77 60 228.500 500.74 4 X 15.036 28.750 100 33.4934 to 2V 12.78 27.815 65 228.500 500.74 4.26 0.0 56.565 0.0766 4.332 Vel =11.27 65 228.500 0.0 4 V 6.39 19.500 100 37.015 to 0.0 6.390 66 210 500.74 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 Scholls Ferry Apartments Building 10 Dry System Page 11 Date 9-1-2016 Node1 Elev1 K Qa Nom Fittin to g Pipe CFact Pt Node2 Elev2 Fact or Ftng's Pe ******* ****** Qt Act Eqv. Ln. Total Pf/Ft Pf Notes • 66 210 0.0 4 V 6.39 29.500 100 47.821 to 0.0 6.390 TDR 210 500.74 4.26 0.0 0.0 35.890 0.0766 2.749 Vel = 11.27 TDR 210 0.0 4 Bvca 7.518 5.000 100 to Dvc 19.734 54.317 54.764 BDR 199 500.74 4.26 S 20.674 59.317 0.0766 4.543 Vel = 11.27 V 6.39 BDR 199 0.0 4 E 13.167 12.000 120 59.877 to 0.0 13.167 UG8 199 500.74 4.26 0.0 0.0 25.167 0.0547 1.376 Vel = 11.27 UG8 199 0.0 4 2F 12.746 106.750 150 61.253 to T 31.864 44.610 0.0 UG9 199 500.74 4.07 0.0 151.360 0.0452 6.838 Vel = 12.35 UG9 0.0 500.74 UG5 206 68.091 K Factor= 60.68 -230.80 6 T 38.342 142.750 150 65.641 to 0.0 38.342 UG7 203 -230.8 5.86 1.299 0.0 181.092 -0.0018 -0.331 Vel = 2.75 UG7 203 0.0 6 F 8.947 128.500 150 66.609 to 0.0 8.946 UG9 199 -230.8 5.86 1.732 0.0 137.446 -0.0018 -0.250 Vel= 2.75 - UG9 199 500.74 6 F 8.947 202.750 150 68.091 to 0.0 8.946 UG11 197 269.94 5.86 0.866 0.0 211.696 0.0024 0.517 Vel = 3.21 UG11 197 0.0 6 0.0 32.500 150 69.474 to UG13 197 0.0 0.0 0.0 269.94 5.86 0.0 32.500 0.0024 0.079 Vel = 3.21 UG13 197 0.0 6 F 8.947 132.250 150 69.553 to 0.0 8.946 UG15 196 269.94 5.86 0.433 0.0 141.196 0.0024 0.345 Vel = 3.21 UG15 196 0.0 6 2F 17.893 125.000 150 70.331 to T 38.342 56.235 -0.866 UG20 198 269.94 5.86 0.0 181.235 0.0024 0.442 Vel = 3.21 UG20 198 -500.74 6 T 38.342 58.000 150 69.907 to UG19 202 0.0 38.342 -1.732 -230.8 5.86 0.0 96.342 -0.0018 -0.177 Vel = 2.75 UG19 202 0.0 6 0.0 219.000 150 67.998 to 0.0 0.0 -1.732 UG17 206 -230.8 5.86 0.0 219.000 -0.0018 -0.400 Vel = 2.75 UG17 206 0.0 6 0.0 123.250 150 65.866 to UG5 206 0.0 0.0 0.0 -230.8 5.86 0.0 123.250 -0.0018 -0.225 Vel= 2.75 0.0 UG5 -230.80 UG20 198 65.641 K Factor=-28.49 500.74 6 0.0 159.000 150 69.907 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 72.423 to UG23 195 0.0 8.946 0.0 500.74 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 Page 12 JET FIRE PROTECTION Page 9-1-2016 Scholls Ferry Apartments Building 10 Dry System Qa Nom Fitting Pipe CFact Pt ******* Notes ****** tode1 Elev1 K or Ftng's Pe to Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 9.000 120 73.319 UG23 195 0.0 8 Zcg 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 UG24 195 0.0 8 T 55.354 20.000 140 822.0036 to 0.0 55.354 TEST 195 500.74 8.27 0.0 75.354 0.0016 0.123 elQa_ 2.99 10 00 100.00 82.159 K Factor= 66.28 TEST 600.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t v t1.� 411ire INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." PRopk- �\ GI NEF. Q 54 ; 9P, %V 111101.1 k 15, 2C F<< rLYNN SSP EXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 10 Drawing Location : 13225 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 10 residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J ? JET FIRE PROTECTION Page 1Pate 9-1-2016 Scholls Ferry Apartments Building 10 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 10 Location: 13225 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 74.189-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 10 Page 2 Date 9-1-2016 City Water Supply: Cl -Static Pressure : 92 Demand: C2- Residual Pressure: 91 D1 - Elevation : 14.942 C2- Residual Flow : 1450 D2-System Flow : 70.649 D2-System Pressure : 74.189 Hose ( Demand ) : 100 D3- System Demand : 170.649 Safety Margin : 17.792 150 140 130 p 120 R 110 E 100 Cl S 90 - C2 S 80 " uz • U 70 D6 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 ARE PROTECTION Date 9-1-2016 Scholls Ferry Apartments Building 10 Fitting Legend Abbrev. Name 1/2 % 1 1% VA 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 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 N* CPVC 90'EII 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 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 ✓ 90'Ell Firelock#001 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 Scholls Ferry Apartments Building 10 Page 4 Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Available . Source Pressure Pressure Flow Pressure Pressure Total Demand Required , TEST 92.0 91 1450.0 91.981 170.65 74.189 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node Dat Node Notes Notes HD1 229.5 4.9 12.04 17.0 HD2 229.5 4.9 12.04 17.0 HD3 229.5 4.9 12.04 17.0 1 229.5 4.57 14.78 17.58 K=K @ EQ3 3 229.5 4.37 15.14 17.0 K=K @ EQ1 5 229.5 4.47 14.96 17.3 6 229.5 K=K @ EQ2 20.76 8 229.5 4.37 18.45 18.77 2 229.5 K=K @ EQ1 4 229.5 20.52 20.59 7 229.5 9 229.5 20.921.29 10 229.5 11 209.0 33.55 5 TWR 209.0 BWR 199.0 54.42. 59.81 UG8 199.0 59.93 UG5 206.0 UG7 203.0 57.1 58.39 UG9 199.0 60.11 UG 11 197.0 UG 13 197.0 60.99 60.99 UG15 196.061.44 UG20 198.0 0 8 UG19 202.0 58.858.84 UG17 206.0 UG22 195.0 UG23 195.0 61.91 57.1 UG24 195.0 TEST 195.0 74.19 61.94 74.19 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams - 2007 Page 5 JET FIRE PROTECTION Page 5-1-2016 Scholls Ferry Apartments Building 10 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Notes ***"** to or Ftng's Pe ******* Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 229.500 4.90 17.00 0.75 0 3.0 3.000 150 12.037 to 2N 14.0 17.000 EQ1 229.500 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 229.500 4.90 17.00 0.75 2N 14.0 1.500 150 12.03720 to 0.0 14.000 EQ2 229.500 17.0 0.874 0.0 15.500 0.1550 2.403 Vel = 9.09 0.0 EQ2 17.00 14.440 K Factor= 4.47 HD3 229.500 4.90 17.00 0.75 0 7.0 3.0 1.500 150 12.037 to EQ3 229.500 17.0 0.874 0.0 11.500 0.1550 1.783 Vel = 9.09 0.0 13.820 K Factor= 4.57 EQ3 17.00 _ 1 229.500 4.57 17.58 0.75 N 7.0 24.750 150 14.7827 K= K @ EQ3 to 0 3.0 10.000 2 229.500 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 3 229.500 4.37 17.00 0.75 N 7.0 8.000 150 15.1385 K= K @ EQ1 to EqI 20.132 27.132 4 229.500 _ 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 5 229.500 4.47 17.30 0.75 N0 7.0 6.0 23.250 13.250 150 14.9560 K= K @ EQ2 to 0 6 229.500 17.3 0.874 0.0 36.250 0.1602 5.807 Vel = 9.25 6 229.500 0.0 1.25 0 6.0 2.250 150 20. 3 3 to 0.0 6.000 7 229.500 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 8 229.500 4.37 18.77 0.75 0 3.0 12.250 150 18.44884 K= K @ EQ1 to 0.0 3.000 9 229.500 18.77 0.874 0.0 15.250 0.1862 2.839 Vel = 10.04 0.0 9 18.77 21.287 K Factor=4.07 2 229.500 17.58 1.5 0.0 8.000 150 20.51605 to 0.0 0.0 4 229.500 17.58 1.598 0.0 8.000 0.0088 0.070 Vel = 2.81 4 229.500 17.00 1.5 0.0 0.0 10.250 150 20.586 to 7 229.500 34.58 1.598 0.0 10.250 0.0305 0.313 Vel = 5.53 7 229.500 17.30 1.5 0.0 6.000 150 20.899 to 0.0 0.0 9 229.500 51.88 1.598 0.0 6.000 0.0647 0.388 Vel= 8.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s w Final Calculations - Hazen-Williams JET FIRE PROTECTION Scholls Ferry Apartments Building 10 Page 6 Date 9-1-2016 Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 9 229.500 18.77 1.5 2N 18.0 74.500 150 21.287 to EqI 14.57 32.570 0.0 10 - 229.500 70.65 1.598 0.0 107.070 0.1145 12.259 Vel = 11.30 10 229.500 0.0 1.5 N 9.0 18.500 150 33.546 to 0.0 9.000 8.879 11 209 70.65 1.598 0.0 27.500 0.1145 3.149 Vel = 11.30 11 209 0.0 1.5 2N 18.0 35.250 150 45.574 to 30 24.0 42.000 0.0 TWR 209 70.65 1.598 0.0 77.250 0.1145 8.845 Vel = 11.30 TWR 209 0.0 2 3V 12.922 6.000 120 54.419 to Bvca 7.384 20.306 4.331 BWR 199 70.65 2.157 0.0 26.306 0.0401 1.056 Vel = 6.20 BWR 199 0.0 4 T 26.334 16.000 120 59.806 to S 28.968 68.469 0.0 UG8 199 70.65 4.26 E 13.167 84.469 0.0015 0.123 Vel = 1.59 UG8 199 0.0 4 2F 12.746 106.750 150 59.929 to T 31.864 44.610 0.0 UG9 199 _ 70.65 4.07 0.0 151.360 0.0012 0.183 Vel = 1.74 0.0 - UG9 70.65 60.112 K Factor= 9.11 UG5 206 -32.56 6 T 38.342 142.750 150 57.096 to 0.0 38.342 1.299 UG7 203 -32.56 5.86 0.0 181.092 0 _ -0.009 Vel = 0.39 UG7 203 0.0 6 F 8.947 128.500 150 58.386 to 0.0 8.946 1.732 UG9 199 -32.56 5.86 0.0 137.446 0 -0.006 Vel = 0.39 UG9 199 70.65 6 F 8.947 202.750 150 60.112 to 0.0 8.946 0.866 UG11 197 38.09 5.86 0.0 211.696 0.0001 0.014 Vel = 0.45 UG11 197 0.0 6 0.0 32.500 150 60.992 to 0.0 0.0 0.0 UG13 197 38.09 5.86 0.0 32.500 0.0001 0.002 Vel = 0.45 UG13 197 0.0 6 F 8.947 132.250 150 60.994 to 0.0 8.946 0.433 UG15 196 38.09 5.86 0.0 141.196 0.0001 0.009 Vel = 0.45 UG15 196 0.0 6 2F 17.893 125.000 150 61.436 to T 38.342 56.235 -0.866 UG20 198 38.09 5.86 0.0 181.235 0.0001 0.012 Vel = 0.45 UG20 198 -70.65 6 T 38.342 58.000 150 60.582 to 0.0 38.342 -1.732 UG19 202 -32.56 5.86 0.0 96.342 -0.0001 -0.005 Vel = 0.39 UG19 202 0.0 6 0.0 219.000 150 58.845 to 0.0 0.0 -1.732 UG17 206 -32.56 5.86 0.0 219.000 -0.0001 -0.011 Vel = 0.39 . UG17 206 0.0 6 0.0 123.250 150 57.102 to 0.0 0.0 0.0 UG5 206 -32.56 5.86 0.0 123.250 0 -0.006 Vel = 0.39 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s e Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 7 Scholls Ferry Apartments Building 10 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 -32.56 _ 57.096 K Factor= -4.31 . UG20 198 70.65 6 0.0 159.000 150 60.58822 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 61.914 to 0.0 8.946 0.0 UG23 195 70.65 5.86 0.0 116.946 0.0002 0.024 VeI = 0.84 UG23 195 0.0 8 Zcg 0.0 9.000 120 61.938 to 0.0 0.0 12.248 ** Fixed Loss = 12.248 UG24 195 70.65 8.249 0.0 9.000 0 0.0 Vel = 0.42 UG24 195 0.0 8 T 55.354 20.000 140 74.186 to 0.0 55.354 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 74.189 K Factor= 19.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087