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i3 1.--::',,,,,s— s,4c2 /1A-1-( kg 4 ?-- , ,---g _ - SEP 29 201h 1.05V1,701/ii?t(13:DrIf(rV;IftSIODN: 11/4 INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." v PRop •<<-9 `96' kt -77,,i ‘z" i 54 9P1, Ar I ...3.- Or iiikv;417 i•: 5 il ,r'I * I /5f.4 Y , *k()/LYNN 5\‘'N EXPIRES: 06-30-2018 I .„ it JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 1 dry system Drawing Location : 13465 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 1 dry system.WXF 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 1 dry system Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 1 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: 2562-SqFt Coverage per sprinkler: 112-SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 38 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 620.093-GPM @ 78.341 - Psi Type of system: Dry Volume of dry or preaction system: 238-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.) r Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Y Water Supply Curve C t, ` 4. t A. JET FIRE PROTECTION Page 2 _ Scholls Ferry Apartments Building 1 dry system Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 14.509 C2- Residual Pressure: 91 D2-System Flow : 520.093 C2- Residual Flow : 1450 D2-System Pressure : 78.341 Hose ( Demand ) : 100 D3-System Demand : 620.093 Safety Margin : 13.451 150 140 130 P 120 R 110 E 100 Cl C2 S 90 o n S 80 0 U 70D3 R 60 E 50 40 / 30 20 10 ; D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 1 dry system Date 9-1-2016 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 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 ✓ 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. , # 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , 1 Flow Summary - NFPA 2007 ' JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 1 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 91.792 620.09 78.341 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 228.5 4.2 7.73 11.68 2 228.5 4.2 8.27 12.08 3 228.5 4.2 10.28 13.46 4 228.5 4.2 7.11 11.2 5 228.5 4.2 7.61 11.59 6 228.5 4.2 9.47 12.92 7 228.5 13.77 9 234.5 4.2 10.24 13.44 10 234.5 4.2 9.18 12.73 11 234.5 4.2 9.66 13.05 12 234.5 10.99 4 8 226.25 17.18 < 13 226.25 22.05 A 14 233.75 4.2 7.48 11.48 - 15 233.75 4.2 7.89 11.79 16 233.75 4.2 9.39 12.87 17 233.75 4.2 11.06 13.97 18 233.75 11.88 20 238.0 4.2 10.03 13.3 21 238.0 4.2 10.59 13.67 22 238.0 4.2 7.87 11.78 23 238.0 4.2 8.31 12.11 24 238.0 4.2 9.96 13.25 25 238.0 13.15 27 233.75 4.2 7.14 11.22 28 233.75 4.2 7.53 11.52 29 233.75 4.2 8.98 12.58 30 233.75 4.2 10.57 13.65 31 233.75 11.36 33 229.5 4.2 20.45 18.99 34 226.25 23.43 35 228.75 4.2 17.6 17.62 36 228.75 4.2 18.43 18.03 37 226.25 20.2 38 226.25 21.76 39 226.25 23.85 41 229.5 4.2 10.34 13.51 42 229.5 4.2 11.17 14.04 43 229.5 13.15 44 232.5 4.2 8.73 12.41 45 232.5 4.2 8.82 12.47 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 1 dry system Date 9-1-2016 i NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 46 232.5 9.28 47 229.5 13.4 48 229.5 4.2 15.79 16.69 49 229.5 17.02 50 229.5 18.08 51 237.75 4.2 8.11 11.96 52 234.5 4.2 10.08 13.33 53 234.5 10.55 54 234.5 4.2 10.76 13.78 55 234.5 4.2 11.34 14.14 56 234.5 11.97 57 230.0 15.09 58 232.0 4.2 15.16 16.35 59 230.0 17.4 60 230.0 21.39 62 228.75 4.2 15.73 16.66 63 228.75 4.2 16.77 17.2 64 228.75 4.2 17.47 17.55 65 228.75 18.98 66 228.75 21.07 67 226.25 28.95 61 226.25 26.28 s 40 226.25 25.47 s 68 226.25 25.44 32 226.25 25.19 26 226.25 25.18 13A 226.25 25.2 19 226.25 26.17 69 226.25 27.74 70 226.25 34.21 71 226.25 35.61 72 226.25 33.16 73 208.0 47.53 74 208.0 50.79 TDR 208.0 53.78 BDR 198.0 62.98 UG21 198.0 64.4 UG22 195.0 68.55 UG23 195.0 69.51 UG24 195.0 78.21 TEST 195.0 78.34 100.0 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 1 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 1 228.500 4.20 11.68 1 0.0 8.000 100 7.731 to 0.0 0.0 0.0 2 228.500 11.68 1.049 0.0 8.000 0.0674 0.539 Vel = 4.34 2 228.500 4.20 12.08 1 0.0 8.000 100 8.270 to 0.0 0.0 0.0 3 228.500 23.76 1.049 0.0 8.000 0.2506 2.005 Vel = 8.82 3 228.500 4.20 13.46 1 T 3.568 2.500 100 10.275 to 0.0 3.568 0.0 7 228.500 37.22 1.049 0.0 6.068 0.5753 3.491 Vel = 13.82 0.0 7 37.22 13.766 K Factor= 10.03 4 228.500 4.20 11.20 1 0.0 8.000 100 7.111 to 0.0 0.0 0.0 5 228.500 11.2 1.049 0.0 8.000 0.0624 0.499 Vel = 4.16 5 228.500 4.20 11.59 1 0.0 8.000 100 7.610 to 0.0 0.0 0.0 6 228.500 22.79 1.049 0.0 8.000 0.2321 1.857 Vel = 8.46 6 228.500 4.20 12.92 1 T 3.568 4.500 100 9.467 _ to 0.0 3.568 0.0 7 228.500 35.71 1.049 0.0 8.068 0.5328 4.299 Vel = 13.26 7 228.500 37.22 1.25 E 2.141 2.500 100 13.766 - to 0.0 2.141 0.974 8 226.250 72.93 1.38 0.0 4.641 0.5253 2.438 Vel = 15.64 0.0 8 72.93 17.178 K Factor= 17.60 9 234.500 4.20 13.44 1 T 3.568 5.000 100 10.241 to 0.0 3.568 0.0 12 234.500 13.44 1.049 0.0 8.568 0.0874 0.749 Vel = 4.99 0.0 12 13.44 10.990 K Factor= 4.05 10 234.500 4.20 12.73 1 0.0 6.000 100 9.183 to 0.0 0.0 0.0 11 234.500 12.73 1.049 0.0 6.000 0.0790 0.474 Vel = 4.73 11 234.500 4.20 13.05 1 T 3.568 1.000 100 9.657 to 0.0 3.568 0.0 12 234.500 25.78 1.049 0.0 4.568 0.2918 1.333 Vel = 9.57 12 234.500 13.44 1 T 3.568 8.250 100 10.990 to 0.0 3.568 3.573 13 226.250 39.22 1.049 0.0 11.818 0.6338 7.490 Vel = 14.56 0.0 13 39.22 22.053 K Factor= 8.35 8 226.250 72.93 1.25 0.0 11.500 100 17.178 to 0.0 0.0 0.0 13 226.250 72.93 1.442 0.0 11.500 0.4239 4.875 Vel = 14.33 - 13 226.250 39.22 2 T 8.783 15.000 100 22.053 to 0.0 8.783 0.0 13A 226.250 112.15 2.157 0.0 23.783 0.1322 3.145 Vel = 9.85 0.0 4 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 1 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 13A 112.15 25.198 K Factor= 22.34 14 233.750 4.20 11.48 1 0.0 6.250 100 7.477 to 0.0 0.0 0.0 15 233.750 11.48 1.049 0.0 6.250 0.0653 0.408 Vel = 4.26 15 233.750 4.20 11.80 1 0.0 6.250 100 7.885 to 0.0 0.0 0.0 16 233.750 23.28 1.049 0.0 6.250 0.2414 1.509 Vel = 8.64 16 233.750 4.20 12.87 1 T 3.568 1.000 100 9.394 to 0.0 3.568 0.0 18 233.750 36.15 1.049 0.0 4.568 0.5451 2.490 Vel = 13.42 0.0 18 36.15 11.884 K Factor= 10.49 17 233.750 4.20 13.97 1 T 3.568 5.250 100 11.057 to 0.0 3.568 0.0 18 233.750 13.97 1.049 0.0 8.818 0.0938 0.827 Vel = 5.19 18 233.750 36.15 1 T 3.568 7.500 100 11.884 to 0.0 3.568 3.248 19 226.250 50.12 1.049 0.0 11.068 0.9976 11.041 Vel = 18.61 0.0 19 50.12 26.173 K Factor= 9.80 x 20 238 4.20 13.30 1 0.0 6.500 100 10.032 i to 0.0 0.0 0.0 21 238 13.3 1.049 0.0 6.500 0.0857 0.557 Vel = 4.94 21 238 4.20 13.67 1 T 3.568 4.500 100 10.589 to 0.0 3.568 0.0 25 238 26.97 1.049 0.0 8.068 0.3171 2.558 Vel = 10.01 0.0 25 26.97 13.147 K Factor= 7.44 22 238 4.20 11.78 1 0.0 6.500 100 7.865 to 0.0 0.0 0.0 23 238 11.78 1.049 0.0 6.500 0.0685 0.445 Vel = 4.37 23 238 4.20 12.11 1 0.0 6.500 100 8.310 to 0.0 0.0 0.0 24 238 23.89 1.049 0.0 6.500 0.2534 1.647 Vel = 8.87 24 238 4.20 13.25 1 T 3.568 2.000 100 9.957 to 0.0 3.568 0.0 25 238 37.14 1.049 0.0 5.568 0.5729 3.190 Vel = 13.79 25 238 26.97 1.25 T 4.282 12.500 100 13.147 to 0.0 4.282 5.089 26 226.250 64.11 1.38 0.0 16.782 0.4138 6.944 Vel = 13.75 0.0 26 64.11 25.180 K Factor= 12.78 27 233.750 4.20 11.22 1 0.0 6.250 100 7.138 to 0.0 0.0 0.0 28 233.750 11.22 1.049 0.0 6.250 0.0626 0.391 Vel = 4.17 28 233.750 4.20 11.53 1 0.0 6.250 100 7.529 to 0.0 0.0 0.0 29 233.750 22.75 1.049 0.0 6.250 0.2314 1.446 Vel = 8.45 .r 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 1 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 29 233.750 4.20 12.58 1 T 3.568 1.000 100 8.975 to 0.0 3.568 0.0 31 233.750 35.33 1.049 0.0 4.568 0.5223 2.386 Vel = 13.12 0.0 31 35.33 11.361 K Factor= 10.48 30 233.750 4.20 13.65 1 T 3.568 5.250 100 10.568 to 0.0 3.568 0.0 31 233.750 13.65 1.049 0.0 8.818 0.0899 0.793 Vel = 5.07 31 233.750 35.33 1 T 3.568 7.500 100 11.361 to 0.0 3.568 3.248 32 226.250 48.98 1.049 0.0 11.068 0.9562 10.583 Vel = 18.18 0.0 32 48.98 25.192 K Factor= 9.76 33 229.500 4.20 18.99 1 E 1.427 4.500 100 20.449 to T 3.568 4.995 1.408 34 226.250 18.99 1.049 0.0 9.495 0.1657 1.573 Vel = 7.05 34 226.250 0.0 1.25 T 4.282 5.250 100 23.430 to 0.0 4.282 0.0 ' 39 226.250 18.99 1.38 0.0 9.532 0.0435 0.415 Vel = 4.07 0.0 4 39 18.99 _ 23.845 K Factor= 3.89 35 228.750 4.20 17.62 1 T 3.568 7.000 100 17.597 to 0.0 3.568 1.083 37 226.250 17.62 1.049 0.0 10.568 0.1442 1.524 Vel = 6.54 0.0 37 17.62 20.204 K Factor= 3.92 36 228.750 4.20 18.03 1 T 3.568 1.000 100 18.434 to 0.0 3.568 1.083 37 226.250 18.03 1.049 _ 0.0 4.568 0.1504 0.687 Vel = 6.69 37 226.250 17.62 1 E 1.427 1.500 100 20.204 to 0.0 1.427 0.0 38 226.250 35.65 1.049 0.0 2.927 0.5313 1.555 Vel = 13.23 38 226.250 0.0 1 E 1.427 2.500 100 21.759 to 0.0 1.427 0.0 39 226.250 35.65 1.049 0.0 3.927 0.5312 2.086 Vel = 13.23 39 226.250 18.99 1.25 T 4.282 1.000 100 23.845 to 0.0 4.282 0.0 40 226.250 54.64 1.38 0.0 5.282 0.3078 1.626 Vel = 11.72 0.0 40 54.64 25.471 K Factor= 10.83 41 229.500 4.20 13.51 1 E 1.427 8.000 100 10.340 to 0.0 1.427 0.0 42 229.500 13.51 1.049 0.0 9.427 0.0883 0.832 Vel = 5.02 42 229.500 4.20 14.03 1 0.0 6.000 100 11.172 to 0.0 0.0 0.0 43 229.500 27.54 1.049 0.0 6.000 0.3295 1.977 VeI = 10.22 . `43 229.500 0.0 1 0.0 0.750 100 13.149 to 0.0 0.0 0.0 47 229.500 27.54 1.049 0.0 0.750 0.3293 0.247 Vel = 10.22 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 1 dry system Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ti to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 47 27.54 13.396 K Factor= 7.52 44 232.500 4.20 12.41 1 T 3.568 3.750 100 8.728 to 0.0 3.568 0.0 46 232.500 12.41 1.049 0.0 7.318 0.0754 0.552 Vel = 4.61 0.0 46 12.41 9.280 K Factor= 4.07 45 232.500 4.20 12.47 1 T 3.568 2.500 100 8.818 to 0.0 3.568 0.0 46 232.500 12.47 1.049 0.0 6.068 0.0761 0.462 Vel = 4.63 46 232.500 12.41 1 T 3.568 6.750 100 9.280 to 0.0 3.568 1.299 47 229.500 24.88 1.049 0.0 10.318 0.2730 2.817 Vel = 9.24 47 229.500 27.54 1 T 3.568 0.750 100 13.396 to 0.0 3.568 0.0 50 229.500 52.42 1.049 0.0 4.318 1.0843 4.682 Vel = 19.46 0.0 50 52.42 18.078 K Factor= 12.33 48 229.500 4.20 16.69 1 E 1.427 8.000 100 15.795 r to 0.0 1.427 0.0 49 229.500 16.69 1.049 0.0 9.427 0.1305 1.230 Vel = 6.20 49 229.500 0.0 1 T 3.568 4.500 100 17.025 to 0.0 3.568 0.0 50 229.500 16.69 1.049 0.0 8.068 0.1305 1.053 Vel = 6.20 50 229.500 52.43 1.25 T 4.282 10.000 100 18.078 to 0.0 4.282 1.408 61 226.250 69.12 1.38 0.0 14.282 0.4754 6.790 Vel = 14.83 0.0 61 69.12 26.276 K Factor= 13.48 51 237.750 4.20 11.96 1 E 1.427 9.750 100 8.106 to T 3.568 4.995 1.408 53 234.500 11.96 1.049 0.0 14.745 0.0704 1.038 Vel = 4.44 0.0 53 11.96 10.552 K Factor= 3.68 52 234.500 4.20 13.33 1 0.0 5.500 100 10.079 to 0.0 0.0 0.0 53 234.500 13.33 1.049 0.0 5.500 0.0860 0.473 Vel = 4.95 53 234.500 11.96 1 0.0 0.750 100 10.552 to 0.0 0.0 0.0 54 234.500 25.29 1.049 0.0 0.750 0.2813 0.211 Vel = 9.39 54 234.500 4.20 13.78 1.25 T 4.282 3.000 100 10.763 to 0.0 4.282 0.0 56 234.500 39.07 1.38 0.0 7.282 0.1656 1.206 Vel = 8.38 ----- ------------- 0.0 56 39.07 11.969 K Factor= 11.29 55 234.500 4.20 14.14 1 T 3.568 3.000 100 11.338 to 0.0 3.568 0.0 . 56 234.500 14.14 1.049 0.0 6.568 0.0961 0.631 Vel = 5.25 , 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 1 dry system Date 9-1-2016 _ 1 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 56 234.500 39.07 1.25 0.0 4.000 100 11.969 to 0.0 0.0 1.949 57 230 53.21 1.38 0.0 4.000 0.2930 1.172 Vel = 11.41 57 230 0.0 1.25 E 2.141 5.750 100 15.090 to 0.0 2.141 0.0 59 2.30_ 53.21 1.38 0.0 7.891 0.2931 2.313 Vel = 11.41 0.0 59 53.21 17.403 K Factor= 12.76 58 232 4.20 16.35 1 E 1.427 6.000 100 15.156 to T 3.568 4.995 0.866 59 230 16.35 1.049 0.0 10.995 0.1256 1.381 Vel = 6.07 59 230 53.21 1.25 T 4.282 4.000 100 17.403 to 0.0 4.282 0.0 60 230 69.56 1.38 0.0 8.282 0.4813 3.986 Vel = 14.92 60 230 0.0 1.25 T 4.282 2.500 100 21.389 to 0.0 4.282 1.624 61 2.26.250 69.56 1.38 0.0 6.782 0.4811 3.263 Vel = 14.92 0.0 61 69.56 26.276 K Factor= 13.57 62 228.750 4.20 16.66 1 0.0 8.000 100 15.733 to 0.0 0.0 0.0 • 63 228.750 16.66 1.049 0.0 8.000 0.1301 1.041 Vel = 6.18 63 228.750 4.20 17.20 1 T 3.568 1.000 100 16.774 to 0.0 3.568 0.0 65 228.750 33.86 1.049 0.0 4.568 0.4829 2.206 Vel = 12.57 0.0 65 33.86 18.980 K Factor= 7.77 64 228.750 4.20 17.55 1 T 3.568 7.000 100 17.466 to 0.0 3.568 0.0 65 228.750 17.55 1.049 0.0 10.568 0.1433 1.514 VeI = 6.52 65 228.750 33.86 1 0.0 2.000 100 18.980 to 0.0 0.0 0.0 66 228.750 51.41 1.049 0.0 2.000 1.0455 2.091 Vel = 19.08 66 228.750 0.0 1 E 1.427 1.500 100 21.071 to T 3.568 4.995 1.083 67 226.250 51.41 1.049 0.0 6.495 1.0459 6.793 Vel = 19.08 0.0 67 51.41 28.947 K Factor= 9.56 67 226.250 -257.50 2.5 0.0 11.500 100 28.947 to 0.0 0.0 0.0 61 226.250 -257.5 2.635 0.0 11.500 -0.2323 -2.671 Vel = 15.15 61 226.250 138.68 2.5 0.0 14.500 100 26.276 to 0.0 0.0 0.0 40 226.250 -118.82 2.635 0.0 14.500 -0.0555 -0.805 Vel = 6.99 40 226.250 54.65 2.5 0.0 1.750 100 25.471 to 0.0 0.0 0.0 •68 226.250 -64.17 2.635 0.0 1.750 -0.0177 -0.031 Vel = 3.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 11 Scholls Ferry Apartments Building 1 dry system Date 9-1-2016 0 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 68 226.250 0.0 2.5 V 4.213 9.750 100 25.440 to 0.0 4.213 0.0 32 226.250 -64.17 2.635 0.0 13.963 -0.0178 -0.248 Vel = 3.78 32 226.250 48.98 2.5 0.0 10.250 100 25.192 to 0.0 0.0 0.0 26 226.250 -15.19 2.635 0.0 10.250 -0.0012 -0.012 Vel = 0.89 26 226.250 64.11 2.5 0.0 1.750 100 25.180 to 0.0 0.0 0.0 13A 226.250 48.92 2.635 0.0 1.750 0.0103 0.018 Vel = 2.88 13A 226.250 112.15 2.5 0.0 10.000 100 25.198 to 0.0 0.0 0.0 19 226.250 161.07 2.635 0.0 10.000 0.0975 0.975 Vel = 9.48 19 226.250 50.11 2.5 0.0 9.750 100 26.173 to 0.0 0.0 0.0 69 226.250 211.18 2.635 0.0 9.750 0.1609 1.569 Vel = 12.42 69 226.250 0.0 2.5 V 4.213 36.000 100 27.742 to 0.0 4.213 0.0 70 226.250 211.18 2.635 0.0 40.213 0.1609 6.470 Vel = 12.42 70 226.250 0.0 3 V 4.796 19.750 100 34.212 • to 0.0 4.795 0.0 71 226.250 211.18 3.26 0.0 24.545 0.0571 1.401 Vel = 8.12 71 226.250 -520.09 3 0.0 21.250 100 35.613 1 • to 0.0 0.0 0.0 72 226.250 -308.91 3.26 0.0 21.250 -0.1153 -2.451 Vel = 11.87 72 226.250 0.0 2.5 V 4.213 8.750 100 33.162 to 0.0 4.213 0.0 67 226.250 -308.91 2.635 0.0 12.963 -0.3252 -4.215 Vel = 18.17 0.0 67 -308.91 28.947 K Factor=-57.42 71 226.250 520.09 4 X 15.036 21.000 100 35.613 to 2V 12.78 27.815 7.904 73 208 520.09 4.26 0.0 48.815 0.0822 4.011 Vel = 11.71 73 208 0.0 4 V 6.39 18.250 100 47.528 to X 15.036 21.425 0.0 74 208 520.09 4.26 0.0 39.675 0.0821 3.259 Vel = 11.71 74 208 0.0 4 V 6.39 30.000 100 50.787 to 0.0 6.390 0.0 TDR 208 520.09 4.26 0.0 36.390 0.0822 2.990 Vel = 11.71 TDR 208 0.0 4 Bvca 7.518 5.000 100 53.777 to Dvc 19.734 54.317 4.331 BDR 198 520.09 4.26 S 20.674 59.317 0.0822 4.874 Vel = 11.71 V 6.39 BDR 198 0.0 4 E 14.43 12.000 140 62.982 to 0.0 14.430 0.0 UG21 198 520.09 4.094 0.0 26.430 0.0535 1.414 Vel = 12.68 . UG21 198 0.0 4 T 31.864 27.000 150 64.396 to 0.0 31.864 1.299 UG22 195 520.09 4.07 0.0 58.864 0.0485 2.853 Vel = 12.83 • 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 1 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 UG22 195 0.0 6 F 8.947 108.000 150 68.548 to 0.0 8.946 0.0 UG23 195 520.09 5.86 0.0 116.946 0.0082 0.960 Vel = 6.19 UG23 195 0.0 8 Zcg 0.0 9.000 120 69.508 to 0.0 0.0 8.680 ** Fixed Loss =8.68 UG24 195 520.09 8.249 0.0 9.000 0.0024 0.022 Vel = 3.12 UG24 195 0.0 8 T 55.354 20.000 140 78.210 to 0.0 55.354 0.0 TEST 195 520.09 8.27 0.0 75.354 0.0017 0.131 Vel = 3.11 100.00 Qa = 100.00 TEST 620.09 78.341 K Factor= 70.06 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , FP5Ao/( - 131-1Gc 54) sera' V 4 RECEIVE!) Are r JET CITY OF TIGARD, SEP 29 7(11h BUILDING DIVISION INDUSTRIES ELECTRICAL. HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." �(�EoPRO% ,\ N EF ip� cc" 54 9P'i� r NtqrFYy15, 2.! \j<C LYNN S'( EXPIRES: 06-30-2018 I 4 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 1 Drawing Location : 13465 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract 0 Data File : Building 1 Residential.WXF 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 1 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 1 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- SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100- GPM Total water required(including hose streams): 172.58-GPM @ 75.086 - 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.) 4 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 1 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 14.076 C2- Residual Pressure: 91 D2-System Flow : 72.58 C2- Residual Flow : 1450 D2- System Pressure : 75.086 Hose ( Demand ) : 100 D3-System Demand : 172.58 Safety Margin : 16.894 150 140 130 P 120 R 110 E 100 Cl C2 S 90 o c► 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 ) ; ` —► I Computer Programs by Hydratecllnc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ' .t -- , • . lb t J JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 1 Date 9-1-2016 . Fitting Legend Abbrev. Name '/2 % 1 11/4 1% 2 2% 3 3'/s 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 1 Date 9-1-2016 i SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.981 172.58 75.086 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 208.0 4.9 7.04 13.0 HD2 208.0 4.9 12.04 17.0 HD3 208.0 4.9 7.04 13.0 1 227.5 4.37 16.1 17.55 K=K @ EQ1 2 227.5 4.05 17.64 17.0 K=K @ EQ2 3 227.5 18.57 4 227.5 4 18.64 17.28 K=K @ EQ3 5 227.5 20.11 6 227.5 4.37 22.49 20.74 K=K @ EQ1 7 227.5 25.88 8 227.5 37.83 9 227.5 38.97 10 208.0 50.85 11 208.0 53.32 P - 12 208.0 54.31 TWR 208.0 55.71 BWR 198.0 61.25 - UG21 198.0 61.38 UG22 195.0 62.76 UG23 195.0 62.78 UG24 195.0 75.08 TEST 195.0 75.09 100.0 r Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 ,, .Final Calculations - Hazen-Williams - 2007 • JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 1 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 HD1 208 4.90 13.00 0.75 2N 14.0 2.000 150 7.039 to 0 3.0 17.000 0.0 EQ1 208 13.0 0.874 0.0 19.000 0.0944 1.793 Vel = 6.95 0.0 EQ1 13.00 _ 8.832 K Factor= 4.37 HD2 208 4.90 17.00 0.75 2N 14.0 2.000 150 12.037 to Eql 20.132 34.132 0.0 EQ2 208 17.0 0.874 0.0 36.132 0.1551 5.603 Vel = 9.09 0.0 EQ2 17.00 17.640 K Factor= 4.05 HD3 208 4.90 13.00 0.75 2N 14.0 3.000 150 7.039 to Eql 20.132 34.132 0.0 EQ3 208 13.0 0.874 0.0 37.132 0.0944 3.505 Vel = 6.95 0.0 EQ3 13.00 10.544 K Factor= 4.00 1 227.500 4.37 17.55 0.75 N 7.0 8.000 150 16.102 K= K @ EQ1 to 0.0 7.000 0.0 3 227.500 17.55 0.874 0.0 15.000 0.1645 2.468 Vel = 9.39 0.0 3 17.55 18.570 K Factor= 4.07 2 227.500 4.05 17.00 0.75 0 3.0 3.000 150 17.640 K= K @ EQ2 to 0.0 3.000 0.0 3 227.500 17.0 0.874 0.0 6.000 0.1550 0.930 Vel = 9.09 - " 3 227.500 17.55 1 0.0 8.250 150 18.570 to 0.0 0.0 0.0 5 227.500 34.55 1.101 0.0 8.250 0.1872 1.544 Vel = 11.64 0.0 5 34.55 20.114 K Factor= 7.70 4 227.500 4.0 17.28 0.75 0 3.0 6.250 150 18.635 K= K @ EQ3 to 0.0 3.000 0.0 5 227.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 5 227.500 34.56 1 0.0 6.000 150 20.114 to 0.0 0.0 0.0 6 227.500 51.84 1.101 0.0 6.000 0.3962 2.377 Vel = 17.47 6 227.500 4.37 20.74 1.25 0 6.0 8.500 150 22.491 K= K @ EQ1 to 0.0 6.000 0.0 7 227.500 72.58 1.394 0.0 14.500 0.2341 3.394 Vel = 15.26 7 227.500 0.0 1.5 3N 27.0 72.250 150 25.885 to 0.0 27.000 0.0 8 227.500 72.58 1.598 0.0 99.250 _ 0.1204 11.945 Vel = 11.61 8 227.500 0.0 1.5 0 8.0 1.500 150 37.830 to 0.0 8.000 0.0 ' 9 227.500 72.58 1.598 0.0 9.500 0.1203 1.143 Vel = 11.61 A 9 227.500 0.0 1.5 N 9.0 19.500 150 38.973 to 0.0 9.000 8.445 • 10 208 _ 72.58 1.598 0.0 28.500 0.1204 3.431 Vel = 11.61 10 208 0.0 1.5 N 9.0 3.500 150 50.849 to 0 8.0 17.000 0.0 11 208 72.58 1.598 0.0 20.500 0.1203 2.467 Vel = 11.61 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 1 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt E to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf - 11 208 0.0 1.5 0.0 8.250 150 53.316 to 0.0 0.0 0.0 12 208 _ 72.58 1.598 0.0 8.250 0.1204 0.993 Vel = 11.61 12 208 0.0 2 0 10.0 25.000 150 54.309 to 0.0 10.000 0.0 TWR 208 72.58 2.003 0.0 35.000 0.0401 1.402 Vel = 7.39 TWR 208 0.0 2 3V 9.222 6.000 100 55.711 to Bvca 5.27 14.493 4.331 BWR 198 72.58 2.157 _ 0.0 20.493 0.0591 1.212 Vel = 6.3.7 BWR 198 0.0 4 T 26.334 16.000 120 61.254 to S 28.968 68.469 0.0 UG21 198 72.58 4.26 E 13.167 84.469 0.0015 0.129 Vel = 1.63 UG21 198 0.0 4 T 31.864 27.000 150 61.383 to 0.0 31.864 1.299 UG22 195 72.58 4.07 _ 0.0 58.864 0.0013 0.075 Vel = 1.79 _ UG22 195 0.0 6 F 8.947 108.000 150 62.757 to 0.0 8.946 0.0 UG23 195 72.58 5.86 0.0 116.946 0.0002 0.025 Vel = 0.86 UG23 195 0.0 8 Zcg 0.0 9.000 120 62.782 to 0.0 0.0 12.300 * * Fixed Loss = 12.3 UG24 195 _ 72.58 8.249 0.0 9.000 0.0001 0.001 Vel = 0.44 _ P - UG24 195 0.0 8 T 55.354 20.000 140 75.083 to 0.0 55.354 0.0 TEST 195 72.58 8.27 0.0 75.354 0 0.003 Vel = 0.43 - - 100.00 Qa = 100.00 TEST _ _ 172.58 75.086 K Factor= 19.92 t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087