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Report . OFFICE COPY t 19rILI szjf lg FEB 3 ZCZ1 '----'. . • .41( CITY VOF ARD G DIVIS!OP4TiG ii/O BUILDIN siii ,,,,i, 6.r: INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." QED PRO ,GlNE .S/O Eppfr.7.- , vy". ,, le E 0 el T,'' <y 15 2cp J<` LYNNSAP EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP1.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 1 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 1.WX Date/Time : 10/20/2020 -02:40 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP1.0 Date: 10/20/2020 Design Remote area number: 1 Remote area location: South Bldg Parking Occupancy classification: Ordinary Hazard I Density: 0.15- Gpm/SqFt Area of application: 1955- SqFt Coverage per sprinkler: 129 - SgEt Type of sprinklers calculated: V2704 No. of sprinklers calculated: 15 In-rack demand: - GPM Hose streams: 250 - GPM Total water required @ Base of Riser: 324.93 - GPM @ 81.274 - Psi Type of system: Dry Volume of dry or preaction system: 422 - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE / / Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 -Static Pressure : 110 D1 - Elevation : 7.436 C2- Residual Pressure: 20 D2 -System Flow : 324.93 C2- Residual Flow : 5312 D2 -System Pressure : 88.141 Hose( Demand ) : 250 D3 -System Demand : 574.93 Safety Margin : 20.388 150 140 130 P 120 Cl R 110 E 100 S 90 D2 S 80 cog U70 R 60 \ - -- E 50 40 30 - C2 20 10 6 01 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) • • Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary Jet Fire Protection Page 3 72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name 'A % 1 1% 1'% 2 2% 3 3'A 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 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 4.5 5.1 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 Row Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 108.528 574.93 88.141 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 100 121.0 5.6 11.94 19.35 101 121.0 5.6 12.59 19.87 102 121.0 5.6 14.97 21.67 103 121.0 5.6 20.36 25.27 104 121.0 24.68 105 120.0 28.89 106 120.0 29.04 107 120.0 63.56 108 120.0 65.23 TDR2 120.0 70.98 BDR2 110.08 81.27 BDR1 110.08 81.27 BWR1 110.08 81.28 BWR2 110.08 81.28 TEST 103.83 88.14 250.0 109 121.0 5.6 11.95 19.36 110 121.0 5.6 12.6 19.88 111 121.0 5.6 14.99 21.68 112 121.0 5.6 20.38 25.28 113 121.0 24.71 114 120.0 28.92 115 120.0 29.36 116 120.0 65.19 117 121.0 5.6 12.0 19.4 118 121.0 5.6 12.65 19.92 119 121.0 5.6 15.06 21.73 120 121.0 5.6 20.47 25.34 121 121.0 24.81 122 121.0 5.6 14.12 21.04 123 121.0 5.6 14.88 21.6 124 121.0 5.6 17.67 23.54 125 121.0 26.61 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***"" Notes ****" Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT K'S *REMOTE HEAD TO SUPPLY 100 121 5.60 19.35 1.25 0.0 14.330 100 11.940 to 0.0 0.0 0.0 101 121 19.35 1.38 0.0 14.330 0.0451 0.646 Vel = 4.15 101 121 5.60 19.87 1.25 0.0 14.330 100 12.586 to 0.0 0.0 0.0 102 121 39.22 1.38 0.0 14.330 0.1666 2.388 Vel = 8.41 102 121 5.60 21.67 1.25 0.0 14.330 100 14.974 to 0.0 0.0 0.0 103 121 60.89 1.38 0.0 14.330 0.3761 5.390 Vel = 13.06 103 121 5.60 25.27 1.25 E 2.141 3.900 100 20.364 to 0.0 2.141 0.0 104 121 86.16 1.38 0.0 6.041 0.7148 4.318 Vel = 18.48 104 121 0.0 1.25 T 4.282 1.000 100 24.682 to 0.0 4.282 0.433 105 120 86.16 1.38 0.0 5.282 0.7149 3.776 Vel = 18.48 105 120 -24.52 2.5 0.0 9.000 100 28.891 to 0.0 0.0 0.0 106 120 61.64 2.635 0.0 9.000 0.0166 0.149 Vel = 3.63 106 120 86.39 2.5 9V 37.918 376.120 100 29.040 to 0.0 37.918 0.0 107 120 148.03 2.635 0.0 414.038 0.0834 34.524 Vel = 8.71 107 120 0.0 2.5 T 11.758 8.210 100 63.564 to 0.0 11.757 0.0 108 120 148.03 2.635 0.0 19.967 0.0834 1.665 Vel = 8.71 108 120 176.90 3 3V 14.388 31.040 100 65.229 to 0.0 14.387 0.0 TDR2 120 324.93 3.26 0.0 45.427 0.1266 5.753 Vel = 12.49 TDR2 120 0.0 3 Bvca 6.714 9.920 100 70.982 to Dvc 16.306 37.407 4.296 BDR2 110.08 324.93 3.26 T 14.388 47.327 0.1267 5.994 Vel = 12.49 BDR2 110.08 0.0 8 0.0 2.290 140 81.272 to 0.0 0.0 0.0 BDR1 110.08 324.93 8.249 0.0 2.290 0.0009 0.002 Vel = 1.95 BDR1 110.08 0.0 8 0.0 2.360 140 81.274 to 0.0 0.0 0.0 BWR1 110.08 324.93 8.249 0.0 2.360 0.0008 0.002 Vel = 1.95 BWR1 110.08 0.0 8 0.0 2.550 140 81.276 to 0.0 0.0 0.0 BWR2 110.08 324.93 8.249 0.0 2.550 0.0008 0.002 Vel = 1.95 BWR2 110.08 0.0 8 4E 113.872 74.340 140 81.278 to Zfb 0.0 113.872 6.726 ** Fixed Loss =4.019 TEST 103.83 324.93 8.27 0.0 188.212 0.0007 0.137 Vel = 1.94 250.00 Qa = 250.00 TEST 574.93 88.141 K Factor= 61.24 *NEW PATH Computer Programs by Hydratec Inc. Revision: 50.54.2 Final.Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 109 121 5.60 19.36 1.25 0.0 14.330 100 11.951 to 0.0 0.0 0.0 110 121 19.36 1.38 0.0 14.330 0.0452 0.647 Vel = 4.15 110 121 5.60 19.88 1.25 0.0 14.330 100 12.598 to 0.0 0.0 0.0 111 121 39.24 1.38 0.0 14.330 0.1669 2.391 Vel = 8.42 111 121 5.60 21.68 1.25 0.0 14.330 100 14.989 to 0.0 0.0 0.0 112 121 60.92 1.38 0.0 14.330 0.3764 5.394 Vel = 13.07 112 121 5.60 25.28 1.25 E 2.141 3.900 100 20.383 to 0.0 2.141 0.0 113 121 86.2 1.38 0.0 6.041 0.7156 4.323 Vel = 18.49 113 121 0.0 1.25 T 4.282 1.000 100 24.706 to 0.0 4.282 0.433 114 120 86.2 1.38 0.0 5.282 0.7154 3.779 Vel = 18.49 114 120 24.52 2.5 0.0 9.000 100 28.918 to 0.0 0.0 0.0 115 120 110.72 2.635 0.0 9.000 0.0488 0.439 Vel = 6.51 115 120 66.18 2.5 7V 29.492 267.790 100 29.357 to T 11.758 41.249 0.0 116 120 176.9 2.635 0.0 309.039 0.1159 35.829 Vel = 10.41 116 120 0.0 3 0.0 1.050 100 65.186 to 0.0 0.0 0.0 108 120 176.9 3.26 0.0 1.050 0.0410 0.043 Vel = 6.80 0.0 108 176.90 65.229 K Factor= 21.90 *NEW PATH 117 121 5.60 19.40 1.25 0.0 14.330 100 12.005 to 0.0 0.0 0.0 118 121 19.4 1.38 0.0 14.330 0.0454 0.650 Vel = 4.16 118 121 5.60 19.92 1.25 0.0 14.330 100 12.655 to 0.0 0.0 0.0 119 121 39.32 1.38 0.0 14.330 0.1675 2.400 Vel = 8.43 119 121 5.60 21.73 1.25 0.0 14.330 100 15.055 to 0.0 0.0 0.0 120 121 61.05 1.38 0.0 14.330 0.3780 5.417 Vel = 13.10 120 121 5.60 25.34 1.25 E 2.141 3.900 100 20.472 to 0.0 2.141 0.0 121 121 86.39 1.38 0.0 6.041 0.7184 4.340 Vel = 18.53 121 121 0.0 1.25 T 4.282 1.000 100 24.812 to 0.0 4.282 0.433 106 120 86.39 1.38 0.0 5.282 0.7185 3.795 Vel = 18.53 0.0 106 86.39 29.040 K Factor= 16.03 *NEW PATH 122 121 5.60 21.04 1.25 0.0 14.330 100 14.122 to 0.0 0.0 0.0 123 121 21.04 1.38 0.0 14.330 0.0527 0.755 Vel = 4.51 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams - • . Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Nadel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 123 121 5.60 21.60 1.25 0.0 14.330 100 14.877 to 0.0 0.0 0.0 124 121 42.64 1.38 0.0 14.330 0.1946 2.789 Vel = 9.15 _ 124 121 5.60 23.54 1.25 E 2.141 18.230 100 17.666 to 0.0 2.141 0.0 125 121 66.18 1.38 0.0 20.371 0.4389 8.940 Vel = 14.20 125 121 0.0 1.25 T 4.282 1.000 100 26.606 to 0.0 4.282 0.433 115 120 66.18 1.38 0.0 5.282 0.4388 2.318 Vel = 14.20 0.0 115 66.18 29.357 K Factor= 12.21 *NEW PATH 105 120 24.52 2.5 0.0 9.000 100 28.891 to 0.0 0.0 0.0 114 120 24.52 2.635 0.0 9.000 0.0030 0.027 Vel = 1.44 0.0 114 24.52 28.918 K Factor= 4.56 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED Are JET FEB 3 SZl CITY OF T IG;"- BUILDING DIV t, INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." ��.0 PROFESS � GINEF. Q/ / 5' ' 9P1F�� %i `�/ ���•EGO�' ,( rc � � 4-CYNN SAP EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP1.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 2 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 2.WX Date/Time : 10/20/2020-01:07 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP1.0 Date: 10/20/2020 Design Remote area number: 2 Remote area location: South Bldg Retail Parking Level Occupancy classification: Ordinary Hazard II Density: 0.20- Gpm/SqFt Area of application: 1546 - SqFt Coverage per sprinkler: 130 - SgEt Type of sprinklers calculated: V3402 No. of sprinklers calculated: 15 In-rack demand: - GPM Hose streams: 250 - GPM Total water required @ Base of Riser: 403.10 - GPM @ 87.647- Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 - Static Pressure : 110 D1 - Elevation : 7.653 C2- Residual Pressure: 20 D2-System Flow :403.1 C2- Residual Flow : 5312 D2-System Pressure : 94.406 Hose ( Demand ) : 250 D3-System Demand : 653.1 Safety Margin : 13.731 150 140 - — — 130 P 120 Cl R 110 3-, E 100 D2 S 90 s 80 • 70 R 60 E 50 40 30 C2 20 10 D1 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary 'Jet Fire Protection Page 3 *72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name / % 1 1% 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 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 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 4.5 5.1 0 0 0 0 0 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow j 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. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 108.137 653.1 94.406 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 200 121.5 8 10.56 26.0 201 121.5 8 10.61 26.06 202 121.5 8 10.77 26.26 203 121.5 8 11.13 26.7 204 121.5 8 11.77 27.45 205 121.5 19.64 206 119.0 23.28 207 119.0 24.99 208 119.0 38.7 209 119.0 42.2 210 119.0 42.6 211 121.5 43.52 212 121.5 68.6 213 120.5 71.65 214 120.5 71.68 TWR1 120.5 75.03 B W R 1 110.08 87.65 B W R2 110.08 87.65 TEST 103.83 94.41 250.0 216 121.5 10.57 217 120.5 11.01 218 120.5 11.01 219 121.5 10.58 220 121.5 8 10.6 26.05 221 121.5 8 10.69 26.16 222 121.5 8 10.92 26.44 223 121.5 8 11.38 26.99 224 121.5 20.4 225 119.0 22.86 226 120.5 11.01 227 121.5 10.57 228 121.5 8 10.57 26.0 229 121.5 8 10.62 26.07 230 121.5 8 10.75 26.22 231 121.5 8 12.45 28.22 232 121.5 8 12.94 28.78 233 121.5 8 13.78 29.7 234 121.5 21.12 235 121.5 40.77 236 121.5 67.47 237 120.5 70.84 238 120.5 71.05 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 239 121.5 42.76 240 121.5 68.45 Computer Programs by Hydratec Inc. Revision: 50.54.2 , Finai Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT KS *REMOTE HEAD TO SUPPLY 200 121.5 8.00 22.30 2 0.0 9.850 120 10.562 to 0.0 0.0 0.0 201 121.5 22.3 2.157 0.0 9.850 0.0048 0.047 Vel = 1.96 201 121.5 8.00 26.06 2 0.0 8.170 120 10.609 to 0.0 0.0 0.0 202 121.5 48.36 2.157 0.0 8.170 0.0200 0.163 Vel = 4.25 202 121.5 8.00 26.25 2 0.0 8.170 120 10.772 to 0.0 0.0 0.0 203 121.5 74.61 2.157 0.0 8.170 0.0444 0.363 Vel = 6.55 203 121.5 8.00 26.70 2 0.0 8.170 120 11.135 to 0.0 0.0 0.0 204 121.5 101.31 2.157 0.0 8.170 0.0782 0.639 Vel = 8.89 204 121.5 8.00 27.45 2 2V 8.615 55.930 120 11.774 to 0.0 8.615 0.0 205 121.5 128.76 2.157 0.0 64.545 0.1219 7.866 Vel = 11.30 205 121.5 0.0 2 E 6.153 2.500 120 19.640 to T 12.307 18.460 1.083 206 119 128.76 2.157 0.0 20.960 0.1219 2.554 Vel = 11.30 206 119 111.60 2.5 0.0 11.710 120 23.277 to 0.0 0.0 0.0 207 119 240.36 2.635 0.0 11.710 0.1459 1.709 Vel = 14.14 207 119 162.74 2.5 2E 16.474 19.630 120 24.986 to 0.0 16.474 0.0 208 119 403.1 2.635 0.0 36.104 0.3797 13.709 Vel = 23.72 208 119 -144.47 2.5 0.0 20.960 120 38.695 to 0.0 0.0 0.0 209 119 258.63 2.635 0.0 20.960 0.1671 3.502 Vel = 15.22 209 119 -122.67 2.5 0.0 8.000 120 42.197 to 0.0 0.0 0.0 210 119 135.96 2.635 0.0 8.000 0.0509 0.407 Vel = 8.00 210 119 0.0 2 T 12.307 2.500 120 42.604 to 0.0 12.307 -1.083 211 121.5 135.96 2.157 0.0 14.807 0.1348 1.996 Vel = 11.94 211 121.5 0.0 2 5E 30.767 155.320 120 43.517 to 0.0 30.767 0.0 212 121.5 135.96 2.157 0.0 186.087 0.1348 25.082 Vel = 11.94 212 121.5 0.0 2 E 6.153 1.000 120 68.599 to T 12.307 18.460 0.433 213 120.5 135.96 2.157 0.0 19.460 0.1348 2.623 Vel = 11.94 213 120.5 0.0 3 0.0 1.580 120 71.655 to 0.0 0.0 0.0 214 120.5 135.96 3.26 0.0 1.580 0.0177 0.028 Vel = 5.23 214 120.5 267.14 3 T 20.159 4.700 120 71.683 to 0.0 20.159 0.0 TWR1 120.5 403.1 3.26 0.0 24.859 0.1347 3.348 Vel = 15.49 TWR1 120.5 0.0 3 2T 40.319 10.440 120 75.031 to Bvca 9.408 49.727 4.513 BWR1 110.08 403.1 3.26 0.0 60.167 0.1347 8.103 Vel = 15.49 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes """' Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf BWR1 110.08 0.0 8 0.0 2.550 120 87.647 to 0.0 0.0 0.0 BWR2 110.08 403.1 8.249 0.0 2.550 0.0016 0.004 Vel = 2.42 BWR2 110.08 0.0 8 4E 113.872 74.340 140 87.651 to Zfb 0.0 113.872 6.550 * * Fixed Loss = 3.843 TEST 103.83 403.1 8.27 0.0 188.212 0.0011 0.205 Vel = 2.41 250.00 Qa = 250.00 TEST 653.10 94.406 K Factor= 67.22 *NEW PATH 200 121.5 3.70 2 0.0 45.430 120 10.562 to 0.0 0.0 0.0 216 121.5 3.7 2.157 0.0 45.430 0.0002 0.008 Vel = 0.32 216 121.5 0.0 2 E 6.153 1.000 120 10.570 to T 12.307 18.460 0.433 217 120.5 3.7 2.157 0.0 19.460 0.0002 0.004 Vel = 0.32 217 120.5 2.27 2.5 0.0 12.880 120 11.007 to 0.0 0.0 0.0 218 120.5 5.97 2.635 0.0 12.880 0.0002 0.002 Vel = 0.35 218 120.5 0.0 2 E 6.153 1.000 120 11.009 to T 12.307 18.460 -0.433 219 121.5 5.97 2.157 0.0 19.460 0.0004 0.008 Vel = 0.52 219 121.5 0.0 2 0.0 45.430 120 10.584 to 0.0 0.0 0.0 220 121.5 5.97 2.157 0.0 45.430 0.0004 0.018 Vel = 0.52 220 121.5 8.00 26.04 2 0.0 9.850 120 10.602 to 0.0 0.0 0.0 221 121.5 32.01 2.157 0.0 9.850 0.0093 0.092 Vel = 2.81 221 121.5 8.00 26.17 2 0.0 8.170 120 10.694 to 0.0 0.0 0.0 222 121.5 58.18 2.157 0.0 8.170 0.0280 0.229 Vel = 5.11 222 121.5 8.00 26.44 2 0.0 8.170 120 10.923 to 0.0 0.0 0.0 223 121.5 84.62 2.157 0.0 8.170 0.0561 0.458 Vel = 7.43 223 121.5 8.00 26.98 2 2E 12.307 84.070 120 11.381 to 0.0 12.307 0.0 224 121.5 111.6 2.157 0.0 96.377 0.0935 9.015 Vel = 9.80 224 121.5 0.0 2 T 12.307 2.500 120 20.396 to 0.0 12.307 1.083 225 119 111.6 2.157 0.0 14.807 0.0935 1.385 Vel = 9.80 225 119 0.0 2.5 0.0 11.700 120 22.864 to 0.0 0.0 0.0 206 119 111.6 2.635 0.0 11.700 0.0353 0.413 Vel = 6.57 0.0 206 111.60 23.277 K Factor= 23.13 *NEW PATH 217 120.5 -2.27 2.5 2E 16.474 14.630 120 11.007 to 0.0 16.474 0.0 226 120.5 -2.27 2.635 0.0 31.104 0 -0.001 Vel = 0.13 Computer Programs by Hydratec Inc. Revision: 50.54.2 . Final Calculations : Hazen-Williams Jet Fire Protection Page 8 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 226 120.5 0.0 2 E 6.153 1.000 120 11.006 to T 12.307 18.460 -0.433 227 121.5 -2.27 2.157 0.0 19.460 -0.0001 -0.001 Vel = 0.20 227 121.5 0.0 2 4E 24.613 50.060 120 10.572 to 0.0 24.613 0.0 228 121.5 -2.27 2.157 0.0 74.673 -0.0001 -0.006 Vel = 0.20 228 121.5 8.00 26.01 2 0.0 9.850 120 10.566 to 0.0 0.0 0.0 229 121.5 23.74 2.157 0.0 9.850 0.0054 0.053 Vel = 2.08 229 121.5 8.00 26.07 2 0.0 6.000 120 10.619 to 0.0 0.0 0.0 230 121.5 49.81 2.157 0.0 6.000 0.0210 0.126 Vel = 4.37 230 121.5 8.00 26.22 2 4E 24.613 12.370 120 10.745 to 0.0 24.613 0.0 231 121.5 76.03 2.157 0.0 36.983 0.0460 1.701 Vel = 6.68 231 121.5 8.00 28.23 2 0.0 6.000 120 12.446 to 0.0 0.0 0.0 232 121.5 104.26 2.157 0.0 6.000 0.0825 0.495 Vel = 9.15 232 121.5 8.00 28.77 2 0.0 6.520 120 12.941 to 0.0 0.0 0.0 233 121.5 133.03 2.157 0.0 6.520 0.1294 0.844 Vel = 11.68 233 121.5 8.00 29.71 2 2E 12.307 26.720 120 13.785 to 0.0 12.307 0.0 234 121.5 162.74 2.157 0.0 39.027 0.1879 7.335 Vel = 14.29 234 121.5 0.0 2 T 12.307 2.500 120 21.120 to 0.0 12.307 1.083 207 119 162.74 2.157 0.0 14.807 0.1880 2.783 Vel = 14.29 0.0 207 162.74 24.986 K Factor= 32.56 *NEW PATH 208 119 144.47 2 E 6.153 2.500 120 38.695 to T 12.307 18.460 -1.083 235 121.5 144.47 2.157 0.0 20.960 0.1508 3.161 Vel = 12.68 235 121.5 0.0 2 4E 24.613 152.420 120 40.773 to 0.0 24.613 0.0 236 121.5 144.47 2.157 0.0 177.033 0.1508 26.696 Vel = 12.68 236 121.5 0.0 2 E 6.153 1.000 120 67.469 to T 12.307 18.460 0.433 237 120.5 144.47 2.157 0.0 19.460 0.1508 2.934 Vel = 12.68 237 120.5 0.0 3 0.0 10.410 120 70.836 to 0.0 0.0 0.0 238 120.5 144.47 3.26 0.0 10.410 0.0203 0.211 Vel = 5.55 238 120.5 122.67 3 0.0 10.120 120 71.047 to 0.0 0.0 0.0 214 120.5 267.14 3.26 0.0 10.120 0.0628 0.636 Vel = 10.27 0.0 214 267.14 71.683 K Factor= 31.55 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams . • • . Jet Fire Protection Page 9 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe =<"""` Notes """"` Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *NEW PATH 209 119 122.66 2 T 12.307 2.500 120 42.197 to 0.0 12.307 -1.083 239 121.5 122.66 2.157 0.0 14.807 0.1114 1.650 Vel = 10.77 239 121.5 0.0 2 11 E 67.687 162.820 120 42.764 to 0.0 67.687 0.0 240 121.5 122.66 2.157 0.0 230.507 0.1114 25.681 Vel = 10.77 240 121.5 0.0 2 E 6.153 1.000 120 68.445 to T 12.307 18.460 0.433 238 120.5 122.66 2.157 0.0 19.460 0.1115 2.169 Vel = 10.77 0.0 238 122.66 71.047 K Factor= 14.55 Computer Programs by Hydrates Inc. Revision: 50.54.2 RECEIVED FEB 3 ZC21 CITY OF TIGW) BUILDING D6UIS1Ch'' INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." DRSIFS vJGINt- ) ; 4� 5, 19pII/,;4 Eirfir 001t,rf UON of 7—EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP2.1 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 3 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 3.WX Date/Time : 10/21/2020- 05:54 AM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP2.1 Date: 10/20/2020 Design Remote area number: 3 Remote area location: North Bldg Parking Occupancy classification: Ordinary Hazard I Density: 0.15- Gpm/SgFt Area of application: 1975 - SqFt Coverage per sprinkler: 352 - SqFt Type of sprinklers calculated: TY5337 No. of sprinklers calculated: 7 In-rack demand: - GPM Hose streams: 250- GPM Total water required @ Base of Riser: 386.41 - GPM @ 89.702 - Psi Type of system: Dry Volume of dry or preaction system: 552 -Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 - Static Pressure : 110 D1 - Elevation : 13.283 C2- Residual Pressure: 20 D2-System Flow : 386.41 C2- Residual Flow : 5312 D2-System Pressure : 96.485 Hose ( Demand ) : 250 D3-System Demand : 636.41 Safety Margin : 11.739 150 140 130 P 120 C1 R 110 E 100 S 90 D3 s 80 U 70 R 60 E 50 - 40 30 C2 20 10 D1 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary - Jet Fire Protection Page 3 72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name 'A % 1 1% 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 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 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 108.224 636.41 96.485 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 300 134.5 11.2 22.4 53.01 301 133.34 24.49 302 133.34 24.52 303 133.34 24.75 304 133.34 26.01 305 133.34 26.95 306 133.34 28.89 307 133.34 30.94 308 132.5 43.74 309 132.5 50.34 CM7 121.08 78.94 TDR1 119.88 82.51 BDR1 110.08 89.7 BWR1 110.08 89.71 BWR2 110.08 89.71 TEST 103.83 96.49 250.0 311 134.5 11.2 22.43 53.05 312 134.5 11.2 22.65 53.3 313 134.5 11.2 23.83 54.68 314 133.65 11.2 25.32 56.36 315 133.65 26.51 316 133.65 28.42 317 132.5 50.23 318 133.65 11.2 25.9 57.0 319 133.65 11.2 27.76 59.02 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams - - .. Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *EQUIVALENT KS *REMOTE HEAD TO SUPPLY 300 134.500 11.20 53.01 1.25 T 4.282 1.160 100 22.400 to 0.0 4.282 0.502 301 133.34 53.01 1.38 0.0 5.442 0.2911 1.584 Vel = 11.37 301 133.34 0.0 3 0.0 8.000 100 24.486 to 0.0 0.0 0.0 302 133.34 53.01 3.26 0.0 8.000 0.0045 0.036 Vel = 2.04 302 133.34 53.05 3 0.0 14.560 100 24.522 to 0.0 0.0 0.0 303 133.34 106.06 3.26 0.0 14.560 0.0159 0.232 Vel = 4.08 303 133.34 53.30 3 4V 19.184 18.010 100 24.754 to 0.0 19.184 0.0 304 133.34 159.36 3.26 0.0 37.194 0.0339 1.261 Vel = 6.13 304 133.34 54.68 3 0.0 16.000 100 26.015 to 0.0 0.0 0.0 305 133.34 214.04 3.26 0.0 16.000 0.0585 0.936 Vel = 8.23 305 133.34 56.36 3 2V 9.592 11.890 100 26.951 to 0.0 9.592 0.0 306 133.34 270.4 3.26 0.0 21.482 0.0902 1.937 Vel = 10.39 306 133.34 57.00 3 0.0 16.000 100 28.888 to 0.0 0.0 0.0 307 133.34 327.4 3.26 0.0 16.000 0.1284 2.054 Vel = 12.58 307 133.34 59.01 3 X 12.469 44.390 100 30.942 to 3V 14.388 26.856 0.364 308 132.5 386.41 3.26 0.0 71.246 0.1745 12.433 Vel = 14.85 308 132.5 -125.11 3 X 12.469 65.520 100 43.739 to 0.0 12.469 0.0 309 132.5 261.3 3.26 0.0 77.989 0.0846 6.600 Vel = 10.04 309 132.5 125.11 3 7V 33.571 101.990 100 50.339 to 0.0 33.571 4.946 CM7 121.08 386.41 3.26 0.0 135.561 0.1745 23.656 Vel = 14.85 CM7 121.08 0.0 4 5V 31.951 32.290 100 78.941 to 0.0 31.951 0.520 TDR1 119.88 386.41 4.26 0.0 64.241 0.0474 3.046 Vel = 8.70 TDR1 119.88 0.0 4 V 6.39 9.790 100 82.507 to Dvc 19.734 52.438 4.244 BDR1 110.08 386.41 4.26 Bvca 7.518 62.228 0.0474 2.951 Vel = 8.70 T 18.795 BDR1 110.08 0.0 8 0.0 2.360 120 89.702 to 0.0 0.0 0.0 BWR1 110.08 386.41 8.249 0.0 2.360 0.0013 0.003 Vel = 2.32 BWR1 110.08 0.0 8 0.0 2.550 120 89.705 to 0.0 0.0 0.0 BWR2 110.08 386.41 8.249 0.0 2.550 0.0012 0.003 Vel = 2.32 BWR2 110.08 0.0 8 4E 113.872 74.340 140 89.708 to Zfb 0.0 113.872 6.587 ** Fixed Loss = 3.881 TEST 103.83 386.41 8.27 0.0 188.212 0.0010 0.190 Vel = 2.31 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Galculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 TEST 636.41 96.485 K Factor= 64.79 *NEW PATH 311 134.5 11.20 53.05 1.25 T 4.282 1.160 100 22.433 to 0.0 4.282 0.502 302 133.34 53.05 1.38 0.0 5.442 0.2916 1.587 Vel = 11.38 0.0 302 53.05 24.522 K Factor= 10.71 *NEW PATH 312 134.5 11.20 53.30 1.25 T 4.282 1.160 100 22.651 to 0.0 4.282 0.502 303 133.34 53.3 1.38 0.0 5.442 0.2942 1.601 Vel = 11.43 0.0 303 53.30 24.754 K Factor= 10.71 *NEW PATH 313 134.5 11.20 54.68 1.25 T 4.282 1.160 100 23.835 to 0.0 4.282 0.502 304 133.34 54.68 1.38 0.0 5.442 0.3083 1.678 Vel = 11.73 0.0 304 54.68 26.015 K Factor= 10.72 *NEW PATH 314 133.65 11.20 56.36 1.25 T 4.282 0.310 100 25.320 to 0.0 4.282 0.134 305 133.34 56.36 1.38 0.0 4.592 0.3260 1.497 Vel = 12.09 0.0 305 56.36 26.951 K Factor= 10.86 *NEW PATH 306 133.340 -57.00 1.25 E 2.141 0.310 100 28.888 to T 4.282 6.423 -0.134 315 133.65 -57.0 1.38 0.0 6.733 -0.3330 -2.242 Vel = 12.23 0.0 315 -57.00 26.512 K Factor=-11.07 *NEW PATH 307 133.34 -59.02 1.25 E 2.141 0.310 100 30.942 to T 4.282 6.423 -0.134 316 133.65 -59.02 1.38 0.0 6.733 -0.3550 -2.390 Vel = 12.66 0.0 316 -59.02 28.418 K Factor=-11.07 *NEW PATH 308 132.5 125.11 3 T 14.388 258.600 100 43.739 to 4E 26.857 41.245 0.0 317 132.5 125.11 3.26 0.0 299.845 0.0217 6.496 Vel = 4.81 317 132.5 0.0 3 0.0 4.790 100 50.235 to 0.0 0.0 0.0 309 132.5 125.11 3.26 0.0 4.790 0.0217 0.104 Vel = 4.81 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams - Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *"**** Notes """' Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 309 125.11 50.339 K Factor= 17.63 *NEW PATH 318 133.65 11.20 57.00 1.25 0.0 1.840 100 25.900 to 0.0 0.0 0.0 315 133.65 57.0 1.38 0.0 1.840 0.3326 0.612 Vel = 12.23 0.0 315 57.00 26.512 K Factor= 11.07 'NEW PATH 319 133.65 11.20 59.02 1.25 0.0 1.840 100 27.765 to 0.0 0.0 0.0 316 133.65 59.02 1.38 0.0 1.840 0.3549 0.653 Vel = 12.66 0.0 316 59.02 28.418 K Factor= 11.07 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED CITY OF TIGARD a- Er BUILDING DIVISION INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." �F c NLF' '<_) '/ / J/ I,U /,yAI' `j�l� �1 isY y/ 'N'N t;a bXPHF bS: 06—So-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP2.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 4 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 4.WX Date/Time : 10/20/2020 - 02:25 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP2.0 Date: 10/20/2020 Design Remote area number: 4 Remote area location: South Bldg Poduim Level Residential Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 4 Heads - SqFt Coverage per sprinkler: 324 - SgEt Type of sprinklers calculated: V2738 No. of sprinklers calculated: 4 In-rack demand: - GPM Hose streams: 100 -GPM Total water required @ Base of Riser: 73.88- GPM @ 66.233 - Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 -Static Pressure : 110 D1 - Elevation : 12.850 C2- Residual Pressure: 20 D2-System Flow : 73.875 C2- Residual Flow : 5312 D2-System Pressure : 72.302 Hose( Demand ) : 100 D3- System Demand : 173.875 Safety Margin : 37.537 150 140 130 P 120 Cl R 110 E 100 S 90 S 80 D2 U 70 0 R 60 D3- E 50 40 11111111 30 C2 20 - 10 D1 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) I Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary - Jet Fire Protection Page 3 72nd and Dartmouth Apartments Date 10/20/2020 "-Fitting Legend Abbrev. Name % % 1 1% 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 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 V 90' Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 FIow.S,ummary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.839 173.88 72.302 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 400 133.5 4.2 16.4 17.01 401 133.5 16.49 402 133.5 22.56 403 133.5 23.49 404 133.5 35.02 405 133.5 50.84 CM3 132.76 56.19 CM2 121.77 61.02 CM1 121.08 61.34 TW R2 121.08 61.38 B W R2 110.08 66.23 TEST 103.83 72.3 100.0 407 133.5 4.2 16.42 17.02 408 133.5 4.2 21.92 19.66 409 133.5 4.2 23.09 20.18 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams . Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe `***"*" Notes """ Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT K'S *REMOTE HEAD TO SUPPLY 400 133.5 4.20 17.01 1 0.0 1.770 150 16.400 to 0.0 0.0 0.0 401 133.5 17.01 1.101 0.0 1.770 0.0503 0.089 Vel = 5.73 401 133.5 17.02 1 20 10.0 14.370 150 16.489 to 2R 2.0 19.000 0.0 402 133.5 34.03 1.101 N 7.0 33.370 0.1819 6.069 Vel = 11.47 402 133.5 19.66 1 R 1.0 1.210 150 22.558 to 0.0 1.000 0.0 403 133.5 53.69 1.101 0.0 2.210 0.4231 0.935 Vel = 18.09 403 133.5 20.19 1 R 1.0 9.110 150 23.493 to 0 5.0 6.000 0.0 404 133.5 73.88 1.101 0.0 15.110 0.7631 11.531 Vel = 24.90 404 133.5 0.0 2 4N 44.0 318.190 150 35.024 to 20 20.0 64.000 0.0 405 133.5 73.88 2.003 0.0 382.190 0.0414 15.819 Vel = 7.52 405 133.5 0.0 2 2V 8.615 4.730 120 50.843 to S 13.537 41.843 3.320 ** Fixed Loss = 3 CM3 132.76 73.88 2.157 Fsp 0.0 46.573 0.0436 2.031 Vel = 6.49 Bvca 7.384 T 12.307 CM3 132.76 0.0 3 0.0 10.980 120 56.194 to 0.0 0.0 4.760 CM2 121.77 73.88 3.26 0.0 10.980 0.0058 0.064 Vel = 2.84 CM2 121.77 0.0 4 V 8.954 2.840 120 61.018 to 0.0 8.954 0.299 CM1 121.08 73.88 4.26 0.0 11.794 0.0016 0.019 Vel = 1.66 CM1 121.08 0.0 4 V 8.954 18.070 120 61.336 to 0.0 8.954 0.0 TWR2 121.08 73.88 4.26 0.0 27.024 0.0016 0.042 Vel = 1.66 TWR2 121.08 0.0 4 V 8.954 11.010 120 61.378 to T 26.334 45.822 4.764 BWR2 110.08 73.88 4.26 Bvca 10.534 56.832 0.0016 0.090 Vel= 1.66 BWR2 110.08 0.0 8 4E 113.872 74.340 140 66.232 to Zfb 0.0 113.872 6.061 ** Fixed Loss = 3.354 TEST 103.83 73.88 8.27 0.0 188.212 0 0.009 Vel = 0.44 100.00 Qa = 100.00 TEST 173.88 72.302 K Factor= 20.45 *NEW PATH 407 133.5 4.20 17.02 1 R 1.0 0.340 150 16.422 to 0.0 1.000 0.0 401 133.5 17.02 1.101 0.0 1.340 0.0500 0.067 Vel = 5.74 0.0 401 17.02 16.489 K Factor= 4.19 *NEW PATH 408 133.5 4.20 19.66 1 0 5.0 4.650 150 21.922 to 0.0 5.000 0.0 402 133.5 19.66 1.101 0.0 9.650 0.0659 0.636 Vel = 6.63 Computer Programs by Hydratec Inc. Revision: 50.54.2 ,Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 402 19.66 22.558 K Factor= 4.14 *NEW PATH 409 133.5 4.20 20.18 1 0 5.0 0.830 150 23.090 to 0.0 5.000 0.0 403 133.5 20.18 1.101 0.0 5.830 0.0691 0.403 Vel = 6.80 0.0 403 20.18 23.493 K Factor= 4.16 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED FEB 3 2021 CITY OF TIGARD JET' _„„ INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." :J p PPQp``c,c) ' /, „1611 , N .P EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP2.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 5 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 5.WX Date/Time : 10/20/2020- 02:50 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP2.0 Date: 10/20/2020 Design Remote area number: 5 Remote area location: South Parking Podium Level Occupancy classification: Ordinary Hazard I Density: 0.15 - Gpm/SqFt Area of application: 2052 - SqFt Coverage per sprinkler: 105 -SqFt Type of sprinklers calculated: TY5337 No. of sprinklers calculated: 20 In-rack demand: - GPM Hose streams: 250 -GPM Total water required @ Base of Riser: 343.15- GPM @ 68.342 - Psi Type of system: Dry Volume of dry or preaction system: 552 - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 -Static Pressure : 110 D1 - Elevation : 12.660 C2 - Residual Pressure: 20 D2- System Flow : 343.146 C2 - Residual Flow : 5312 D2- System Pressure : 75.183 Hose( Demand ) : 250 D3- System Demand : 593.146 Safety Margin : 33.258 150 140 130 - P 120 C1 R 110 E100 09 S 80 D2 U 70 D3 R60 E 50 40 30 C2 20 10 D1 _ . I . . I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.2 •Fittings Used Summary Jet Fire Protection Page 3 ;.72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name % ° 1 1' 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 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 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 108.441 593.15 75.183 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 500 133.06 5.6 7.91 15.75 501 133.06 5.6 9.15 16.94 502 133.06 11.06 503 132.51 13.81 504 132.49 13.84 505 132.42 14.17 506 132.4 14.3 507 132.38 14.52 508 132.37 14.86 509 132.35 15.33 510 132.33 15.96 511 132.31 16.78 512 132.29 17.8 CM7 121.08 59.22 TDR1 119.88 61.84 BDR1 110.08 68.34 BWR1 110.08 68.34 B W R2 110.08 68.35 TEST 103.83 75.18 250.0 514 133.06 5.6 7.92 15.76 515 133.06 5.6 9.16 16.95 516 133.06 11.07 517 133.06 5.6 8.16 16.0 518 133.06 5.6 9.5 17.26 519 133.06 11.92 520 133.06 5.6 8.23 16.07 521 133.06 5.6 9.58 17.33 522 133.06 12.02 523 133.06 5.6 8.36 16.19 524 133.06 5.6 9.72 17.46 525 133.06 11.52 526 133.06 5.6 8.55 16.38 527 133.06 5.6 9.94 17.66 528 133.06 11.78 529 133.06 5.6 8.83 16.64 530 133.06 5.6 10.26 17.94 531 133.06 12.87 532 133.06 5.6 9.2 16.99 533 133.06 5.6 10.69 18.31 534 133.06 13.4 535 133.06 5.6 9.69 17.43 536 133.06 5.6 11.25 18.78 Computer Programs by Hydratec Inc. Revision: 50.54.2 . Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe 'x**""* Notes """ Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf `EQUIVALENT K'S `REMOTE HEAD TO SUPPLY 500 133.06 5.60 15.75 1 0.0 10.600 100 7.910 to 0.0 0.0 0.0 501 133.06 15.75 1.049 0.0 10.600 0.1172 1.242 Vel = 5.85 501 133.06 5.60 16.94 1 0.0 4.220 100 9.152 to 0.0 0.0 0.0 502 133.06 32.69 1.049 0.0 4.220 0.4526 1.910 Vel = 12.14 502 133.06 0.0 1 E 1.427 0.550 100 11.062 to T 3.568 4.995 0.238 503 132.51 32.69 1.049 0.0 5.545 0.4527 2.510 Vel = 12.14 503 132.51 0.0 3 0.0 12.180 100 13.810 to 0.0 0.0 0.009 504 132.49 32.69 3.26 0.0 12.180 0.0018 0.022 Vel = 1.26 504 132.49 32.70 3 3V 14.388 30.810 100 13.841 to 0.0 14.387 0.030 505 132.42 65.39 3.26 0.0 45.197 0.0065 0.295 Vel = 2.51 505 132.42 33.26 3 0.0 9.000 100 14.166 to 0.0 0.0 0.009 506 132.4 98.65 3.26 0.0 9.000 0.0139 0.125 Vel = 3.79 506 132.4 33.40 3 0.0 9.000 100 14.300 to 0.0 0.0 0.009 507 132.38 132.05 3.26 0.0 9.000 0.0239 0.215 Vel = 5.08 507 132.38 33.65 3 0.0 9.000 100 14.524 to 0.0 0.0 0.004 508 132.37 165.7 3.26 0.0 9.000 0.0364 0.328 Vel = 6.37 508 132.37 34.03 3 0.0 9.000 100 14.856 to 0.0 0.0 0.009 509 132.35 199.73 3.26 0.0 9.000 0.0514 0.463 Vel = 7.68 509 132.35 34.58 3 0.0 9.000 100 15.328 to 0.0 0.0 0.009 510 132.33 234.31 3.26 0.0 9.000 0.0692 0.623 Vel = 9.01 510 132.33 35.29 3 0.0 9.000 100 15.960 to 0.0 0.0 0.009 511 132.31 269.6 3.26 0.0 9.000 0.0896 0.806 Vel = 10.36 511 132.31 36.21 3 0.0 9.000 100 16.775 to 0.0 0.0 0.009 512 132.29 305.81 3.26 0.0 9.000 0.1132 1.019 Vel = 11.75 512 132.29 37.34 3 4V 19.184 214.970 100 17.803 to X 12.469 46.040 4.855 CM7 121.08 343.15 3.26 T 14.388 261.010 0.1401 36.564 Vel = 13.19 CM7 121.08 0.0 4 5V 44.768 32.290 120 59.222 to 0.0 44.768 0.520 TDR1 119.88 343.15 4.26 0.0 77.058 0.0272 2.094 Vel = 7.72 TDR1 119.88 0.0 4 V 8.954 9.790 120 61.836 to Dvc 27.651 73.473 4.244 BDR1 110.08 343.15 4.26 Bvca 10.534 83.263 0.0272 2.262 Vel = 7.72 T 26.334 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BDR1 110.08 0.0 8 0.0 2.360 140 68.342 to 0.0 0.0 0.0 BWR1 110.08 343.15 8.27 0.0 2.360 0.0008 0.002 Vel = 2.05 BWR1 110.08 0.0 8 0.0 2.550 140 68.344 to 0.0 0.0 0.0 BWR2 110.08 343.15 8.27 0.0 2.550 0.0008 0.002 Vel = 2.05 BWR2 110.08 0.0 8 4E 113.872 74.340 140 68.346 to Zfb 0.0 113.872 6.685 * * Fixed Loss= 3.978 TEST 103.83 343.15 8.27 0.0 188.212 0.0008 0.152 Vel = 2.05 250.00 Qa = 250.00 TEST 593.15 75.183 K Factor= 68.41 *NEW PATH 514 133.06 5.60 15.76 1 0.0 10.600 100 7.915 to 0.0 0.0 0.0 515 133.06 15.76 1.049 0.0 10.600 0.1173 1.243 Vel = 5.85 515 133.06 5.60 16.94 1 0.0 4.220 100 9.158 to 0.0 0.0 0.0 516 133.06 32.7 1.049 0.0 4.220 0.4528 1.911 Vel = 12.14 516 133.06 0.0 1 E 1.427 0.580 100 11.069 to T 3.568 4.995 0.247 504 132.49 32.7 1.049 0.0 5.575 0.4529 2.525 Vel = 12.14 0.0 504 32.70 13.841 K Factor= 8.79 *NEW PATH 517 133.06 5.60 16.00 1 0.0 11.050 100 8.162 to 0.0 0.0 0.0 518 133.06 16.0 1.049 0.0 11.050 0.1207 1.334 Vel = 5.94 518 133.06 5.60 17.26 1 E 1.427 3.770 100 9.496 to 0.0 1.427 0.0 519 133.06 33.26 1.049 0.0 5.197 0.4670 2.427 Vel = 12.35 519 133.06 0.0 1 T 3.568 0.640 100 11.923 to 0.0 3.568 0.277 505 132.42 33.26 1.049 0.0 4.208 0.4672 1.966 Vel = 12.35 0.0 505 33.26 14.166 K Factor= 8.84 *NEW PATH 520 133.06 5.60 16.07 1 0.0 11.050 100 8.233 to 0.0 0.0 0.0 521 133.06 16.07 1.049 0.0 11.050 0.1216 1.344 Vel = 5.97 521 133.06 5.60 17.33 1 E 1.427 3.770 100 9.577 to 0.0 1.427 0.0 522 133.06 33.4 1.049 0.0 5.197 0.4708 2.447 Vel = 12.40 522 133.06 0.0 1 T 3.568 0.660 100 12.024 to 0.0 3.568 0.286 506 132.4 33.4 1.049 0.0 4.228 0.4707 1.990 Vel = 12.40 0.0 506 33.40 14.300 K Factor= 8.83 Computer Programs by Hydratec Inc. Revision: 50.54.2 . . Final Calculations : Hazen-Williams Jet Fire Protection Page 8 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *NEW PATH 523 133.06 5.60 16.19 1 0.0 11.050 100 8.358 to 0.0 0.0 0.0 524 133.06 16.19 1.049 0.0 11.050 0.1233 1.363 Vel = 6.01 524 133.06 5.60 17.46 1 0.0 3.770 100 9.721 to 0.0 0.0 0.0 525 133.06 33.65 1.049 0.0 3.770 0.4772 1.799 Vel = 12.49 525 133.06 0.0 1 E 1.427 0.680 100 11.520 to T 3.568 4.995 0.295 507 132.38 33.65 1.049 0.0 5.675 0.4774 2.709 Vel = 12.49 1 0.0 507 33.65 14.524 K Factor= 8.83 *NEW PATH 526 133.06 5.60 16.38 1 0.0 11.050 100 8.551 to 0.0 0.0 0.0 527 133.06 16.38 1.049 0.0 11.050 0.1260 1.392 Vel = 6.08 527 133.06 5.60 17.65 1 0.0 3.770 100 9.943 to 0.0 0.0 0.0 528 133.06 34.03 1.049 0.0 3.770 0.4875 1.838 Vel = 12.63 528 133.06 0.0 1 E 1.427 0.700 100 11.781 to T 3.568 4.995 0.299 508 132.37 34.03 1.049 0.0 5.695 0.4874 2.776 Vel = 12.63 0.0 508 34.03 14.856 K Factor= 8.83 *NEW PATH 529 133.06 5.60 16.64 1 0.0 11.050 100 8.827 to 0.0 0.0 0.0 530 133.06 16.64 1.049 0.0 11.050 0.1297 1.433 Vel = 6.18 530 133.06 5.60 17.93 1 E 1.427 3.770 100 10.260 to 0.0 1.427 0.0 531 133.06 34.57 1.049 0.0 5.197 0.5018 2.608 Vel = 12.83 531 133.06 0.0 1 T 3.568 0.720 100 12.868 to 0.0 3.568 0.308 509 132.35 34.57 1.049 0.0 4.288 0.5019 2.152 Vel = 12.83 0.0 509 34.57 15.328 K Facto_r = 8.83 *NEW PATH 532 133.06 5.60 16.99 1 0.0 11.050 100 9.202 to 0.0 0.0 0.0 533 133.06 16.99 1.049 0.0 11.050 0.1348 1.489 Vel = 6.31 533 133.06 5.60 18.31 1 E 1.427 3.770 100 10.691 to 0.0 1.427 0.0 534 133.06 35.3 1.049 0.0 5.197 0.5216 2.711 Vel = 13.10 534 133.06 0.0 1 T 3.568 0.730 100 13.402 to 0.0 3.568 0.316 510 132.33 35.3 1.049 0.0 4.298 0.5216 2.242 Vel = 13.10 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams , . . . Jet Fire Protection Page 9 72nd and Dartmouth Apartments Date 10/20/2020 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe „****" Notes *"**"* Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 510 35.30 15.960 K Factor= 8.84 *NEW PATH 535 133.06 5.60 17.43 1 0.0 11.050 100 9.686 to 0.0 0.0 0.0 536 133.06 17.43 1.049 0.0 11.050 0.1414 1.562 Vel = 6.47 536 133.06 5.60 18.78 1 0.0 3.770 100 11.248 to 0.0 0.0 0.0 537 133.06 36.21 1.049 0.0 3.770 0.5467 2.061 Vel = 13.44 537 133.06 0.0 1 E 1.427 0.750 100 13.309 to T 3.568 4.995 0.325 511 132.31 36.21 1.049 0.0 5.745 0.5467 3.141 Vel = 13.44 0.0 511 36.21 16.775 K Factor= 8.84 *NEW PATH 538 133.06 5.60 17.97 1 0.0 11.050 100 10.300 to 0.0 0.0 0.0 539 133.06 17.97 1.049 0.0 11.050 0.1496 1.653 Vel = 6.67 539 133.06 5.60 19.36 1 E 1.427 3.770 100 11.953 to 0.0 1.427 0.0 540 133.06 37.33 1.049 0.0 5.197 0.5784 3.006 Vel = 13.86 540 133.06 0.0 1 T 3.568 0.770 100 14.959 to 0.0 3.568 0.333 512 132.29 37.33 1.049 0.0 4.338 0.5788 2.511 Vel = 13.86 0.0 512 37.33 17.803 K Factor= 8.85 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED FEB 3 2021 1W! NG DIVISION .4 # INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." �E\D PRO GINEE•`��O �/ / 5A ' 9P7/, lErtif "Fr r 15, rCYNN SAP EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP5.0 Location : 11990 SW 72ND Ave ,Tigard, OR 97223 System : 6 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 6.WX Date/Time : 10/20/2020 -02:27 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP5.0 Date: 10/20/2020 Design Remote area number: 6 Remote area location: South Bldg Level 4 Residential Occupancy classification: Light Hazard 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 @ Base of Riser: 78.52- GPM @ 83.326- Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ / Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: Cl -Static Pressure : 110 D1 - Elevation : 25.860 C2- Residual Pressure: 20 D2 -System Flow : 78.524 C2- Residual Flow : 5312 D2 -System Pressure : 89.432 Hose( Demand ) : 100 D3-System Demand : 178.524 Safety Margin : 20.399 150 140 130 P 120 Cl R 110 \ -E 100 t \ - D2 S 90 S 80D3 U 70 R 60 E 50 40 30 D1 C2 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.2 _ Fittings Used Summary Jet Fire Protection Page 3 72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name '% % 1 1% 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 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 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 ' Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.831 178.52 89.432 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 600 163.54 4.9 12.04 17.0 601 166.08 11.88 602 166.08 19.63 603 166.08 24.01 604 166.08 31.94 605 166.08 33.93 606 166.08 40.67 607 166.08 40.81 608 166.08 41.65 609 166.08 42.88 626 166.08 52.97 610 166.08 53.5 CM3 132.76 73.26 CM2 121.77 78.09 CM1 121.08 78.41 TWR2 121.08 78.46 BWR2 110.08 83.33 TEST 103.83 89.43 100.0 613 163.54 4.9 12.34 17.21 614 163.54 4.9 19.51 21.64 615 163.54 4.9 21.4 22.67 616 166.08 24.56 617 166.08 27.04 618 166.08 31.86 619 166.08 33.61 620 166.08 36.95 621 166.08 37.65 622 166.08 52.75 623 166.08 27.91 624 166.08 33.18 625 166.08 34.12 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe '"""' Notes "'""" Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf `EQUIVALENT K'S *REMOTE HEAD TO SUPPLY - 600 163.54 4.90 17.00 1 R 1.0 10.770 150 12.037 to N 7.0 8.000 -1.100 601 166.08 17.0 1.101 0.0 18.770 0.0503 0.945 Vel = 5.73 601 166.08 17.21 1 20 10.0 22.200 150 11.882 to 3R 3.0 20.000 0.0 602 166.08 34.21 1.101 N 7.0 42.200 0.1837 7.751 Vel = 11.53 602 166.08 21.64 1.25 2R 2.0 22.350 150 19.633 to 0 6.0 8.000 0.0 603 166.08 55.85 1.394 0.0 30.350 0.1442 4.376 Vel = 11.74 603 166.08 -32.73 1 30 15.0 58.220 150 24.009 to 9R 9.0 31.000 0.0 604 166.08 23.12 1.101 N 7.0 89.220 0.0889 7.935 Vel = 7.79 604 166.08 7.42 1.25 2R 2.0 24.160 150 31.944 to 2N 16.0 18.000 0.0 605 166.08 30.54 1.394 0.0 42.160 0.0472 1.990 Vel = 6.42 605 166.08 -15.03 1 9R 9.0 144.480 150 33.934 to 0 5.0 14.000 0.0 606 166.08 15.51 1.101 0.0 158.480 0.0425 6.738 Vel = 5.23 606 166.08 0.0 1.25 2R 2.0 8.000 150 40.672 to 0.0 2.000 0.0 607 166.08 15.51 1.394 0.0 10.000 0.0134 0.134 Vel = 3.26 607 166.08 15.03 1.25 2R 2.0 15.960 150 40.806 to 0.0 2.000 0.0 608 166.08 30.54 1.394 0.0 17.960 0.0472 0.848 Vel = 6.42 608 166.08 0.0 1.25 2R 2.0 18.050 150 41.654 to 0 6.0 8.000 0.0 609 166.08 30.54 1.394 0.0 26.050 0.0472 1.230 Vel = 6.42 609 166.08 26.84 1.25 20 12.0 43.550 150 42.884 to 3R 3.0 23.000 0.0 626 166.08 57.38 1.394 N 8.0 66.550 0.1516 10.086 Vel = 12.06 626 166.08 21.14 2 0.0 10.830 120 52.970 to 0.0 0.0 0.0 610 166.08 78.52 2.157 0.0 10.830 0.0488 0.529 Vel = 6.89 610 166.08 0.0 2 2V 7.0 4.830 120 53.499 to Fsp 0.0 34.000 17.431 " Fixed Loss = 3 CM3 132.76 78.52 2.067 S 11.0 38.830 0.0601 2.332 Vel = 7.51 T 10.0 Bvca 6.0 CM3 132.76 0.0 3 0.0 10.980 120 73.262 to 0.0 0.0 4.760 CM2 121.77 78.52 3.26 0.0 10.980 0.0066 0.072 Vel = 3.02 CM2 121.77 0.0 4 V 8.954 2.840 120 78.094 to 0.0 8.954 0.299 CM1 121.08 78.52 4.26 0.0 11.794 0.0018 0.021 Vel = 1.77 CM1 121.08 0.0 4 V 8.954 18.070 120 78.414 to 0.0 8.954 0.0 TWR2 121.08 78.52 4.26 0.0 27.024 0.0018 0.048 Vel = 1.77 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf TW R2 121.08 0.0 4 V 8.954 11.010 120 78.462 to T 26.334 45.822 4.764 BWR2 110.08 78.52 4.26 Bvca 10.534 56.832 0.0018 0.100 Vel = 1.77 BWR2 110.08 0.0 8 4E 113.872 74.340 140 83.326 to Zfb 0.0 113.872 6.096 ** Fixed Loss = 3.389 TEST 103.83 78.52 8.27 0.0 188.212 0.0001 0.010 Vel = 0.47 100.00 Qa = 100.00 TEST 178.52 89.432 K Factor= 18.88 *NEW PATH 613 163.54 4.90 17.21 1 N 7.0 5.540 150 12.336 to 0.0 7.000 -1.100 601 166.08 17.21 1.101 0.0 12.540 0.0515 0.646 Vel = 5.80 0.0 601 17.21 11.882 K Factor= 4.99 *NEW PATH 614 163.54 4.90 21.64 1 20 10.0 5.500 150 19.513 to 0.0 10.000 -1.100 602 166.08 21.64 1.101 0.0 15.500 0.0787 1.220 Vel = 7.29 0.0 602 21.64 19.633 K Factor= 4.88 *NEW PATH 615 163.54 4.90 22.67 1 2N 14.0 28.650 150 21.403 to 2R 2.0 21.000 -1.100 616 166.08 22.67 1.101 0 5.0 49.650 0.0858 4.259 Vel = 7.64 616 166.08 32.74 1.25 R 1.0 10.480 150 24.562 to 0 6.0 7.000 0.0 617 166.08 55.41 1.394 0.0 17.480 0.1420 2.483 Vel = 11.65 617 166.08 -14.68 1.25 7R 7.0 52.900 150 27.045 to 0.0 7.000 0.0 618 166.08 40.73 1.394 0.0 59.900 0.0804 4.815 Vel = 8.56 618 166.08 -7.43 1.25 5R 5.0 26.550 150 31.860 to 0.0 5.000 0.0 619 166.08 33.3 1.394 0.0 31.550 0.0554 1.747 Vel = 7.00 619 166.08 14.68 1.25 4R 4.0 18.680 150 33.607 to N 8.0 12.000 0.0 620 166.08 47.98 1.394 0.0 30.680 0.1088 3.339 Vel = 10.09 620 166.08 -26.84 1.25 0 6.0 21.290 150 36.946 to 2R 2.0 8.000 0.0 621 166.08 21.14 1.394 0.0 29.290 0.0239 0.700 Vel = 4.44 621 166.08 0.0 1 16R 16.0 174.340 150 37.646 to 20 10.0 26.000 0.0 622 166.08 21.14 1.101 0.0 200.340 0.0754 15.102 Vel = 7.12 622 166.08 0.0 1.25 2R 2.0 7.310 150 52.748 to 0.0 2.000 0.0 626 166.08 21.14 1.394 0.0 9.310 0.0238 0.222 Vel = 4.44 0.0 626 21.14 52.970 K Factor= 2.90 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "<."* Notes ****" Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *NEW PATH 603 166.08 32.74 1.25 0.0 10.310 150 24.009 to 0.0 0.0 0.0 616 166.08 32.74 1.394 0.0 10.310 0.0536 0.553 Vel = 6.88 0.0 616 32.74 24.562 K Factor= 6.61 *NEW PATH 617 166.08 14.68 1.25 5R 5.0 57.750 150 27.045 to N 8.0 13.000 0.0 623 166.08 14.68 1.394 0.0 70.750 0.0122 0.861 Vel = 3.09 623 166.08 0.0 1 20 10.0 113.510 150 27.906 to 14R 14.0 24.000 0.0 624 166.08 14.68 1.101 0.0 137.510 0.0384 5.278 Vel = 4.95 624 166.08 0.0 1.25 5R 5.0 23.720 150 33.184 to 0 6.0 11.000 0.0 619 166.08 14.68 1.394 0.0 34.720 0.0122 0.423 Vel = 3.09 0.0 619 14.68 33.607 K Factor= 2.53 *NEW PATH 618 166.08 7.43 1.25 0 6.0 15.490 150 31.860 to 3R 3.0 9.000 0.0 604 166.08 7.43 1.394 0.0 24.490 0.0034 0.084 Vel = 1.56 0.0 604 7.43 31.944 K Factor= 1.31 *NEW PATH 605 166.08 15.03 1.25 0 6.0 8.000 150 33.934 to R 1.0 7.000 0.0 625 166.08 15.03 1.394 0.0 15.000 0.0127 0.191 Vel = 3.16 625 166.08 0.0 1 20 10.0 144.500 150 34.125 to 12R 12.0 22.000 0.0 607 166.08 15.03 1.101 0.0 166.500 0.0401 6.681 Vel = 5.06 0.0 607 15.03 40.806 K Factor= 2.35 *NEW PATH 620 166.08 26.84 1.25 15R 15.0 144.800 150 36.946 to 0.0 15.000 0.0 609 166.08 26.84 1.394 0.0 159.800 0.0372 5.938 Vel = 5.64 0.0 609 26.84 42.884 K Factor= 4.10 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED FEB 3 2021 CITY OF TIGARD BUILDING DIVISION INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." fir y 5 1 9�Ipl�ll�fJl,i/l. t �,� 1 i N N EXPIRES: 06 30 2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP7.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 7 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 7.WX Date/Time : 10/20/2020 - 02:00 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 f S Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP7.0 Date: 10/20/2020 Design Remote area number: 7 Remote area location: South Bldg Attic Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 1001 -SqFt Coverage per sprinkler: 170 -SqFt Type of sprinklers calculated: TY3199 No. of sprinklers calculated: 6 In-rack demand: - GPM Hose streams: 100 - GPM Total water required @ Base of Riser: 104.21 - GPM @ 81.825 - Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 -Static Pressure : 110 D1 - Elevation : 31.941 C2- Residual Pressure: 20 D2- System Flow : 104.212 C2 - Residual Flow : 5312 D2- System Pressure : 88.131 I-lose ( Demand ) : 100 D3- System Demand : 204.212 Safety Margin : 21.652 150 140 130 P 120 Cl R 110 �\ E 100 S 90 ® D2 S80D3 U 70 R60 E 50 40 30 D1 C2 20 10 I . . 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary 'Jet Fire Protection Page 3 12nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name / Y. 1 1'h 1Y: 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 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 Zfb Febco 850 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. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.783 204.21 88.131 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 700 177.58 5.6 9.22 17.0 701 177.58 5.6 9.66 17.4 702 177.58 15.73 703 177.58 16.61 704 177.58 19.04 705 177.58 25.06 706 177.58 26.12 707 177.58 43.25 708 177.58 44.07 709 177.58 44.44 710 175.51 52.69 CM4 153.81 62.21 CM3 132.76 71.56 CM2 121.77 76.44 CM1 121.08 76.78 TWR2 121.08 76.88 BWR2 110.08 81.83 TEST 103.83 88.13 100.0 711 177.58 5.6 9.26 17.04 712 177.58 15.16 713 177.58 15.55 714 177.58 18.22 715 177.58 18.94 716 177.58 34.39 717 177.58 35.37 718 177.58 38.49 719 177.58 5.6 9.71 17.45 720 177.58 5.6 9.68 17.42 721 177.58 5.6 10.21 17.89 722 177.58 19.69 723 177.58 33.84 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *EQUIVALENT K'S *REMOTE HEAD TO SUPPLY 700 177.58 5.60 13.20 1 2R 2.0 12.000 150 9.216 to 0.0 2.000 0.0 701 177.58 13.2 1.101 0.0 14.000 0.0315 0.441 Vel = 4.45 701 177.58 5.60 17.41 1 5R 5.0 30.610 150 9.657 to 0 5.0 10.000 0.0 702 177.58 30.61 1.101 0.0 40.610 0.1495 6.071 Vel = 10.32 702 177.58 0.0 1.25 4R 4.0 14.660 150 15.728 to 0.0 4.000 0.0 703 177.58 30.61 1.394 0.0 18.660 0.0474 0.884 Vel = 6.43 703 177.58 31.92 1.25 R 1.0 12.690 150 16.612 to 0.0 1.000 0.0 704 177.58 62.53 1.394 0.0 13.690 0.1776 2.432 Vel = 13.14 704 177.58 10.60 1.25 3R 3.0 22.340 150 19.044 to 0.0 3.000 0.0 705 177.58 73.13 1.394 0.0 25.340 0.2373 6.014 Vel = 15.37 705 177.58 -34.14 1.25 0 6.0 8.290 150 25.058 to 0.0 6.000 0.0 706 177.58 38.99 1.394 0.0 14.290 0.0741 1.059 Vel = 8.20 706 177.58 -17.76 1 27R 27.0 186.350 150 26.117 to N 7.0 39.000 0.0 707 177.58 21.23 1.101 0 5.0 225.350 0.0760 17.129 Vel = 7.15 707 177.58 0.0 1.25 R 1.0 21.010 150 43.246 to 20 12.0 13.000 0.0 708 177.58 21.23 1.394 0.0 34.010 0.0241 0.819 Vel = 4.46 708 177.58 82.98 2 0.0 4.490 120 44.065 to 0.0 0.0 0.0 709 177.58 104.21 2.157 0.0 4.490 0.0824 0.370 Vel = 9.15 709 177.58 0.0 2 2E 10.0 5.960 120 44.435 to Fsp 0.0 37.000 3.897 * * Fixed Loss = 3 710 175.51 104.21 2.067 S 11.0 42.960 0.1014 4.357 Vel = 9.96 Bvca 6.0 T 10.0 710 175.51 0.0 3 0.0 11.010 120 52.689 to 0.0 0.0 9.398 CM4 153.81 104.21 3.26 0.0 11.010 0.0110 0.121 Vel = 4.01 CM4 153.81 0.0 3 0.0 21.060 120 62.208 to 0.0 0.0 9.117 CM3 132.76 104.21 3.26 0.0 21.060 0.0110 0.232 Vel = 4.01 CM3 132.76 0.0 3 0.0 10.980 120 71.557 to 0.0 0.0 4.760 CM2 121.77 104.21 3.26 0.0 10.980 0.0110 0.121 Vel = 4.01 CM2 121.77 0.0 4 E 13.167 2.840 120 76.438 to 0.0 13.167 0.299 CM1 121.08 104.21 4.26 0.0 16.007 0.0030 0.048 Vel = 2.35 CM1 121.08 0.0 4 E 13.167 18.070 120 76.785 to 0.0 13.167 0.0 TWR2 121.08 104.21 4.26 0.0 31.237 0.0030 0.093 Vel = 2.35 Computer Programs by Hydratec Inc. Revision: 50.54.2 .FLnal Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf TWR2 121.08 0.0 4 E 13.167 11.010 120 76.878 to T 26.334 50.035 4.764 BWR2 110.08 104.21 4.26 Bvca 10.534 61.045 0.0030 0.183 Vel = 2.35 BWR2 110.08 0.0 8 4E 113.872 74.340 140 81.825 to Zfb 0.0 113.872 6.288 * * Fixed Loss = 3.582 TEST 103.83 104.21 8.27 0.0 188.212 0.0001 0.018 Vel = 0.62 100.00 Qa = 100.00 TEST 204.21 88.131 K Factor= 21.75 *NEW PATH 700 177.58 3.80 1 2R 2.0 11.500 150 9.216 to 0.0 2.000 0.0 711 177.58 3.8 1.101 0.0 13.500 0.0031 0.042 Vel = 1.28 711 177.58 5.60 17.04 1 10R 10.0 65.450 150 9.258 to 0 5.0 15.000 0.0 712 177.58 20.84 1.101 0.0 80.450 0.0734 5.905 Vel = 7.02 712 177.58 0.0 1.25 2R 2.0 14.670 150 15.163 to 0.0 2.000 0.0 713 177.58 20.84 1.394 0.0 16.670 0.0232 0.387 Vel = 4.38 713 177.58 20.84 1.25 2R 2.0 23.840 150 15.550 to 0 6.0 8.000 0.0 714 177.58 41.68 1.394 0.0 31.840 0.0839 2.672 Vel = 8.76 _ 714 177.58 -10.59 1.25 0 6.0 7.790 150 18.222 to R 1.0 7.000 0.0 715 177.58 31.09 1.394 0.0 14.790 0.0487 0.721 Vel = 6.54 _ 715 177.58 -15.16 1 20 10.0 266.850 150 18.943 to 55R 55.0 79.000 0.0 716 177.58 15.93 1.101 2N 14.0 345.850 0.0447 15.451 Vel = 5.37 716 177.58 15.16 1.25 2R 2.0 11.960 150 34.394 to 0 6.0 8.000 0.0 717 177.58 31.09 1.394 0.0 19.960 0.0487 0.973 Vel = 6.54 717 177.58 34.13 1.25 2R 2.0 8.280 150 35.367 to 0 6.0 8.000 0.0 718 177.58 65.22 1.394 0.0 16.280 0.1921 3.127 Vel = 13.71 718 177.58 17.76 1.25 3R 3.0 9.580 150 38.494 to 0 6.0 9.000 0.0 708 177.58 82.98 1.394 0.0 18.580 0.2998 5.571 Vel = 17.44 0.0 708 82.98 44.065 K Factor= 12.50 *NEW PATH 713 177.58 -20.85 1 0 5.0 65.450 150 15.550 to 9R 9.0 14.000 0.0 719 177.58 -20.85 1.101 0.0 79.450 -0.0735 -5.837 Vel = 7.03 719 177.58 5.60 17.45 1 R 1.0 11.500 150 9.713 to 0.0 1.000 0.0 720 177.58 -3.4 1.101 0.0 12.500 -0.0026 -0.032 Vel = 1.15 720 177.58 5.60 17.43 1 3R 3.0 12.000 150 9.681 to 0.0 3.000 0.0 721 177.58 14.03 1.101 0.0 15.000 0.0353 0.529 Vel = 4.73 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams , Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe """' Notes """'" Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 721 177.58 5.60 17.89 1 4R 4.0 30.620 150 10.210 to 0 5.0 9.000 0.0 703 177.58 31.92 1.101 0.0 39.620 0.1616 6.402 Vel = 10.76 0.0 703 31.92 16.612 K Factor= 7.83 *NEW PATH 714 177.58 10.60 1.25 9R 9.0 108.430 150 18.222 to 0 6.0 15.000 0.0 704 177.58 10.6 1.394 0.0 123.430 0.0067 0.822 Vel = 2.23 0.0 704 10.60 19.044 K Factor= 2.43 *NEW PATH 715 177.58 15.15 1.25 4R 4.0 37.680 150 18.943 to 2N 16.0 20.000 0.0 722 177.58 15.15 1.394 0.0 57.680 0.0129 0.744 Vel = 3.18 722 177.58 0.0 1 30 15.0 277.620 150 19.687 to 41R 41.0 70.000 0.0 723 177.58 15.15 1.101 2N 14.0 347.620 0.0407 14.155 Vel = 5.11 723 177.58 0.0 1.25 5R 5.0 31.750 150 33.842 to 0 6.0 11.000 0.0 716 177.58 15.15 1.394 0.0 42.750 0.0129 0.552 Vel = 3.18 0.0 716 15.15 34.394 K Factor= 2.58 'NEW PATH 705 177.58 34.14 1.25 16R 16.0 155.790 150 25.058 to 0 6.0 22.000 0.0 717 177.58 34.14 1.394 0.0 177.790 0.0580 10.309 Vel = 7.18 0.0 717 34.14 35.367 K Factor= 5.74 *NEW PATH 706 177.58 17.75 1 0 5.0 163.790 150 26.117 to 30R 30.0 63.000 0.0 718 177.58 17.75 1.101 4N 28.0 226.790 0.0546 12.377 Vel = 5.98 0.0 718 17.75 38.494 K Factor= 2.86 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED ArFEB 3 2021 •••• e JET CITY OF TIGARD BUILDING DIVISION ailligr INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." PROFF NEF.6>0 . / 07 / 54 , 9PIP�r 1i z` / C2�YNN J�� EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP6.1 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 8 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 8.WX DatefTime : 10/20/2020-02:26 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP6.1 Date: 10/20/2020 Design Remote area number: 8 Remote area location: North Bldg Level 5 Residential Occupancy classification: Light Hazard 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 @ Base of Riser: 73.43- GPM @ 90.094 - Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave & SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE/ /Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 - Static Pressure : 110 D1 - Elevation : 30.720 C2- Residual Pressure: 20 D2-System Flow : 73.429 C2- Residual Flow : 5312 D2-System Pressure : 96.161 Hose( Demand ) : 100 D3-System Demand : 173.429 Safety Margin : 13.679 150 140 130 P 120 Cl R 110 E 100 D2 S 90 D3 S 80 U 70 R 60 E 50 40 30 D1 C2 20 10 L.. .. ... , . . . . . I . 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary •Jet Fire Protection Page 3 `72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name A % 1 11/4 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 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 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.54.2 Fhw,Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.84 173.43 96.161 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 800 174.76 4.9 12.04 17.0 801 176.33 12.65 802 176.33 13.6 803 176.33 20.39 804 176.33 29.01 805 176.33 32.46 806 176.33 36.28 807 176.33 45.08 808 176.33 47.97 809 176.33 50.48 810 176.33 54.78 811 176.33 54.98 CM6 174.98 60.99 CM5 122.27 84.32 CM1 121.08 85.2 TWR2 121.08 85.24 B W R2 110.08 90.09 TEST 103.83 96.16 100.0 814 174.79 4.9 12.24 17.14 815 174.9 4.9 13.03 17.68 816 174.9 4.9 19.44 21.6 817 176.33 32.68 818 176.33 32.85 819 176.33 36.12 820 176.33 36.2 821 176.33 38.46 822 176.33 44.2 823 176.33 45.66 824 176.33 48.21 825 176.33 38.21 826 176.33 44.81 827 176.33 48.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *EQUIVALENT KS *REMOTE HEAD TO SUPPLY 800 174.76 4.90 17.00 1 2N 14.0 6.620 150 12.037 to 0 5.0 19.000 -0.680 801 176.33 17.0 1.101 0.0 25.620 0.0504 1.290 Vel = 5.73 801 176.33 17.14 1 0.0 5.190 150 12.647 to 0.0 0.0 0.0 802 176.33 34.14 1.101 0.0 5.190 0.1830 0.950 Vel = 11.50 802 176.33 17.69 1 0 5.0 11.140 150 13.597 to R 1.0 6.000 0.0 803 176.33 51.83 1.101 0.0 17.140 0.3961 6.789 Vel = 17.47 803 176.33 21.60 1 R 1.0 5.430 150 20.386 to 0 5.0 6.000 0.0 804 176.33 73.43 1.101 0.0 11.430 0.7546 8.625 Vel = 24.75 804 176.33 -15.53 1.25 3R 3.0 19.410 150 29.011 to 0.0 3.000 0.0 805 176.33 57.9 1.394 0.0 22.410 0.1541 3.453 Vel = 12.17 805 176.33 -7.34 1.25 2R 2.0 7.840 150 32.464 to 2N 16.0 24.000 0.0 806 176.33 50.56 1.394 0 6.0 31.840 0.1199 3.818 Vel = 10.63 806 176.33 -17.14 1.25 2N 16.0 126.810 150 36.282 to 15R 15.0 31.000 0.0 807 176.33 33.42 1.394 0.0 157.810 0.0558 8.798 Vel = 7.03 807 176.33 17.14 1.25 0 6.0 8.120 150 45.080 to 2R 2.0 16.000 0.0 808 176.33 50.56 1.394 N 8.0 24.120 0.1199 2.893 Vel = 10.63 808 176.33 -3.91 1.25 5R 5.0 19.270 150 47.973 to 0.0 5.000 0.0 809 176.33 46.65 1.394 0.0 24.270 0.1033 2.507 Vel = 9.81 809 176.33 26.78 1.25 20 12.0 6.000 150 50.480 to 0.0 12.000 0.0 810 176.33 73.43 1.394 0.0 18.000 0.2392 4.305 Vel = 15.44 810 176.33 0.0 2 0.0 4.600 120 54.785 to 0.0 0.0 0.0 811 176.33 73.43 2.157 0.0 4.600 0.0430 0.198 Vel = 6.45 811 176.33 0.0 2 2E 10.0 8.690 120 54.983 to Fsp 0.0 37.000 3.585 ** Fixed Loss =3 CM6 174.98 73.43 2.067 S 11.0 45.690 0.0531 2.424 Vel = 7.02 T 10.0 Bvca 6.0 CM6 174.98 0.0 3 2V 13.44 52.950 120 60.992 to T 20.159 33.599 22.829 CM5 122.27 73.43 3.26 0.0 86.549 0.0058 0.500 Vel = 2.82 CM5 122.27 0.0 4 7V 62.675 147.770 120 84.321 to X 21.067 83.742 0.515 CM1 121.08 73.43 4.26 0.0 231.512 0.0016 0.363 Vel = 1.65 CM1 121.08 0.0 4 V 8.954 18.070 120 85.199 to 0.0 8.954 0.0 TWR2 121.08 73.43 4.26 0.0 27.024 0.0016 0.042 Vel = 1.65 Computer Programs by Hydratec Inc. Revision: 50.54.2 , Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf TWR2 121.08 0.0 4 V 8.954 11.010 120 85.241 to T 26.334 45.822 4.764 BWR2 110.08 73.43 4.26 Bvca 10.534 56.832 0.0016 0.089 Vel = 1.65 BWR2 110.08 0.0 8 4E 113.872 74.340 140 90.094 to Zfb 0.0 113.872 6.058 * * Fixed Loss = 3.351 TEST 103.83 73.43 8.27 0.0 188.212 0 0.009 Vel = 0.44 100.00 Qa = 100.00 TEST 173.43 96.161 K Factor= 17.69 *NEW PATH 814 174.79 4.90 17.14 1 0 5.0 13.020 150 12.239 1 to 3R 3.0 8.000 -0.667 801 176.33 17.14 1.101 0.0 21.020 0.0511 1.075 Vel = 5.78 0.0 801 17.14 12.647 K Factor= 4.82 *NEW PATH 815 174.9 4.90 17.68 1 0 5.0 8.970 150 13.026 to N 7.0 13.000 -0.619 802 176.33 17.68 1.101 R 1.0 21.970 0.0542 1.190 Vel = 5.96 0.0 802 17.68 13.597 K Factor= 4.79 *NEW PATH 816 174.9 4.90 21.60 1 N 7.0 8.010 150 19.435 to 0 5.0 12.000 -0.619 803 176.33 21.6 1.101 0.0 20.010 0.0785 1.570 Vel = 7.28 0.0 803 21.60 20.386 K Factor= 4.78 *NEW PATH 804 176.33 15.53 1 20 10.0 68.200 150 29.011 to 8R 8.0 18.000 0.0 817 176.33 15.53 1.101 0.0 86.200 0.0426 3.673 Vel = 5.23 817 176.33 0.0 1.25 2R 2.0 10.090 150 32.684 to 0.0 2.000 0.0 818 176.33 15.53 1.394 0.0 12.090 0.0135 0.163 Vel = 3.26 818 176.33 7.34 1.25 7R 7.0 89.370 150 32.847 to 2N 16.0 29.000 0.0 819 176.33 22.87 1.394 0 6.0 118.370 0.0276 3.271 Vel = 4.81 819 176.33 0.0 1.25 0.0 3.000 150 36.118 to 0.0 0.0 0.0 820 176.33 22.87 1.394 0.0 3.000 0.0277 0.083 Vel = 4.81 820 176.33 -9.69 1 5R 5.0 61.700 150 36.201 to 0 5.0 10.000 0.0 821 176.33 13.18 1.101 0.0 71.700 0.0315 2.257 Vel = 4.44 821 176.33 9.69 1 3R 3.0 52.900 150 38.458 to 20 10.0 13.000 0.0 822 176.33 22.87 1.101 0.0 65.900 0.0872 5.746 Vel = 7.71 822 176.33 0.0 1.25 5R 5.0 47.670 150 44.204 to 0.0 5.000 0.0 823 176.33 22.87 1.394 0.0 52.670 0.0276 1.455 Vel = 4.81 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 823 176.33 0.0 1 20 10.0 18.310 150 45.659 to R 1.0 11.000 0.0 824 176.33 22.87 1.101 0.0 29.310 0.0872 2.556 Vel = 7.71 824 176.33 3.91 1.25 8R 8.0 47.240 150 48.215 to 0 6.0 14.000 0.0 809 176.33 26.78 1.394 0.0 61.240 0.0370 2.265 Vel = 5.63 0.0 809 2B.78 50.480 K Factor= 3.77 *NEW PATH 805 176.33 7.34 1.25 40 24.0 77.540 150 32.464 to 12R 12.0 36.000 0.0 818 176.33 7.34 1.394 0.0 113.540 0.0034 0.383 Vel = 1.54 0.0 818 7.34 32.847 K Factor= 1.28 *NEW PATH 820 176.33 9.68 1 9R 9.0 75.740 150 36.201 to 4N 28.0 37.000 0.0 825 176.33 9.68 1.101 0.0 112.740 0.0178 2.005 Vel = 3.26 825 176.33 0.0 1 R 1.0 8.170 150 38.206 to 0 5.0 6.000 0.0 821 176.33 9.68 1.101 0.0 14.170 0.0178 0.252 Vel = 3.26 0.0 821 9.68 38.458 K Factor= 1.56 *NEW PATH 806 176.33 17.14 1 18R 18.0 138.840 150 36.282 to 20 10.0 28.000 0.0 826 176.33 17.14 1.101 0.0 166.840 0.0511 8.531 Vel = 5.78 826 176.33 0.0 1.25 R 1.0 15.510 150 44.813 to 0.0 1.000 0.0 807 176.33 17.14 1.394 0.0 16.510 0.0162 0.267 Vel = 3.60 0.0 807 17.14 45.080 K Factor= 2.55 *NEW PATH 808 176.33 3.91 1.25 R 1.0 18.870 150 47.973 to 0 6.0 7.000 0.0 827 176.33 3.91 1.394 0.0 25.870 0.0010 0.027 Vel = 0.82 827 176.33 0.0 1 7R 7.0 47.630 150 48.000 to 20 10.0 17.000 0.0 824 176.33 3.91 1.101 0.0 64.630 0.0033 0.215 Vel = 1.32 0.0 824 3.91 48.215 K Factor= 0.56 Computer Programs by Hydratec Inc. Revision: 50.54.2 , S y RECEIVED ,., FEB 3 2621 ;ITY OF TIGARD 3UILDING DIVISION JET" INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." F PRQ��S r• 15, \\c CYNPI EX2IRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP9.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 9 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 9.WX Date/Time : 10/20/2020- 01:50 PM Computer Programs by Hydratec Inc. Revision: 50.54.2 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for Project name: 72nd and Dartmouth Apartments Location: 11990 SW 72ND Ave , Tigard, OR 97223 Drawing no: FP9.0 Date: 10/20/2020 Design Remote area number: 9 Remote area location: North Bldg Attic Occupancy classification: Light Hazard Density: 0.10- Gpm/SqFt Area of application: 1025 - SqFt Coverage per sprinkler: 173 - SqFt Type of sprinklers calculated: TY3199 No. of sprinklers calculated: 7 In-rack demand: - GPM Hose streams: 100 - GPM Total water required @ Base of Riser: 81.882 -GPM @ 133.24 - Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 7/17/2018 Location: SW 72ND Ave &SW Clinton ST Source: Tualatin Valley Water District Name of contractor: Jet Fire Protection Address: 1935 Silverton RD NE / / Salem, OR 97338 Phone number: 503-363-2334 Name of designer: Murray Friesen Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 - Static Pressure : 110 D1 - Elevation : 36.194 C2- Residual Pressure: 20 D2- System Flow : 133.237 C2- Residual Flow : 5312 D2- System Pressure : 88.414 Hose( Demand ) : 100 D3- System Demand : 233.237 Safety Margin : 21.308 150 140 130 P 120 - C1 R 110 E 100 D2 S 90 S 80 D3 U 70 R60 E 5° 40 a D1 30 = C2 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) • Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary Jet Fire Protection Page 3 ' 72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name % Y. 1 1% 1% 2 2Y 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 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 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow Units Summar y 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. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.723 233.24 88.414 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 900 187.4 5.6 9.54 17.3 901 186.67 10.87 902 186.67 13.35 903 186.67 26.44 904 186.67 28.07 905 186.67 34.97 906 186.67 35.64 907 184.67 37.73 935 184.67 46.42 CM6 174.98 50.78 CM5 122.27 75.11 CM1 121.08 76.72 TWR2 121.08 76.85 BWR2 110.08 81.88 TEST 103.83 88.41 100.0 908 187.4 5.6 10.2 17.89 909 186.67 10.83 910 186.67 11.39 911 186.67 12.67 912 186.67 13.91 913 186.67 14.96 914 186.67 17.4 915 186.67 25.25 916 186.67 26.35 917 186.67 31.81 918 187.4 5.6 10.74 18.36 921 187.4 5.6 11.82 19.25 922 186.67 12.5 923 186.67 12.58 919 187.4 5.6 11.88 19.3 920 186.67 12.57 924 187.4 5.6 13.2 20.34 925 186.67 13.92 926 186.67 14.52 937 186.67 25.65 931 187.4 5.6 13.79 20.79 928 186.67 15.25 929 186.67 17.39 930 186.67 24.91 932 186.67 26.37 934 186.67 26.39 933 186.67 26.41 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *EQUIVALENT K'S _ *REMOTE HEAD TO SUPPLY 900 187.4 5.60 17.30 1 20 10.0 9.400 150 9.544 to 0.0 10.000 0.316 901 186.67 17.3 1.101 0.0 19.400 0.0520 1.009 Vel = 5.83 901 186.67 3.82 1 3R 3.0 19.940 150 10.869 to 20 10.0 13.000 0.0 902 186.67 21.12 1.101 0.0 32.940 0.0753 2.480 Vel = 7.12 902 186.67 27.58 1.25 12R 12.0 91.030 150 13.349 to N 8.0 26.000 0.0 903 186.67 48.7 1.394 0 6.0 117.030 0.1119 13.090 Vel = 10.24 903 186.67 4.92 1.25 0 6.0 6.190 150 26.439 to 0.0 6.000 0.0 904 186.67 53.62 1.394 0.0 12.190 0.1337 1.630 Vel = 11.27 904 186.67 16.87 1.25 3R 3.0 22.140 150 28.069 to 0 6.0 9.000 0.0 905 186.67 70.49 1.394 0.0 31.140 0.2217 6.905 Vel = 14.82 905 186.67 62.75 2 0.0 5.140 120 34.974 to 0.0 0.0 0.0 906 186.67 133.24 2.157 0.0 5.140 0.1298 0.667 Vel = 11.70 906 186.67 0.0 2 V 3.5 4.170 120 35.641 to 0.0 3.500 0.866 907 184.67 133.24 2.067 0.0 7.670 0.1598 1.226 Vel = 12.74 907 184.67 0.0 2 V 3.5 5.070 120 37.733 to S 11.0 30.500 3.000 ** Fixed Loss =3 935 184.67 133.24 2.067 Fsp 0.0 35.570 0.1598 5.683 Vel = 12.74 Bvca 6.0 T 10.0 935 184.67 0.0 3 0.0 9.690 120 46.416 to 0.0 0.0 4.197 CM6 174.98 133.24 3.26 0.0 9.690 0.0173 0.168 Vel = 5.12 CM6 174.98 0.0 3 2V 13.44 52.950 120 50.781 to T 20.159 33.599 22.829 CM5 122.27 133.24 3.26 0.0 86.549 0.0174 1.503 Vel = 5.12 CM5 122.27 0.0 4 7V 62.675 147.770 120 75.113 to X 21.067 83.742 0.515 CM1 121.08 133.24 4.26 0.0 231.512 0.0047 1.094 Vel = 3.00 CM1 121.08 0.0 4 V 8.954 18.070 120 76.722 to 0.0 8.954 0.0 TWR2 121.08 133.24 4.26 0.0 27.024 0.0047 0.127 Vel = 3.00 TWR2 121.08 0.0 4 V 8.954 11.010 120 76.849 to T 26.334 45.822 4.764 BWR2 110.08 133.24 4.26 Bvca 10.534 56.832 0.0047 0.269 Vel = 3.00 BWR2 110.08 0.0 8 4E 113.872 74.340 140 81.882 to Zfb 0.0 113.872 6.506 ** Fixed Loss = 3.799 TEST 103.83 133.24 8.27 0.0 188.212 0.0001 0.026 Vel = 0.80 100.00 Qa = 100.00 TEST 233.24 88.414 K Factor= 24.81 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams ' . Jet Fire Protection Page 7 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *NEW PATH 908 187.4 5.60 17.89 1 0 5.0 0.730 150 10.202 to 0.0 5.000 0.316 909 186.67 17.89 1.101 0.0 5.730 0.0553 0.317 Vel = 6.03 909 186.67 -3.83 1 R 1.0 14.750 150 10.835 to 0.0 1.000 0.0 910 186.67 14.06 1.101 0.0 15.750 0.0355 0.559 Vel = 4.74 910 186.67 18.36 1 0 5.0 2.690 150 11.394 to 0.0 5.000 0.0 911 186.67 32.42 1.101 0.0 7.690 0.1662 1.278 Vel = 10.93 911 186.67 10.99 1.25 2R 2.0 11.660 150 12.672 to 0.0 2.000 0.0 912 186.67 43.41 1.394 0.0 13.660 0.0904 1.235 Vel = 9.13 912 186.67 -3.81 1.25 R 1.0 12.810 150 13.907 to 0.0 1.000 0.0 913 186.67 39.6 1.394 0.0 13.810 0.0763 1.054 Vel = 8.32 913 186.67 -19.23 1.25 17R 17.0 80.480 150 14.961 to 20 12.0 29.000 0.0 914 186.67 20.37 1.394 0.0 109.480 0.0223 2.442 Vel = 4.28 914 186.67 2.32 1.25 44R 44.0 232.150 150 17.403 to 20 12.0 56.000 0.0 915 186.67 22.69 1.394 0.0 288.150 0.0272 7.848 Vel = 4.77 915 186.67 16.91 1.25 R 1.0 13.410 150 25.251 to 0.0 1.000 0.0 916 186.67 39.6 1.394 0.0 14.410 0.0763 1.099 Vel = 8.32 916 186.67 -4.93 1.25 11 R 11.0 58.480 150 26.350 to 0 6.0 33.000 0.0 • 917 186.67 34.67 1.394 2N 16.0 91.480 0.0597 5.458 Vel = 7.29 917 186.67 28.08 1.25 20 12.0 5.710 150 31.808 to 0.0 12.000 0.0 905 186.67 62.75 1.394 0.0 17.710 0.1788 3.166 Vel = 13.19 0.0 905 62.75 34.974 K Factor= 10.61 *NEW PATH 909 186.67 3.82 1 2R 2.0 8.780 150 10.835 to 0.0 2.000 0.0 901 186.67 3.82 1.101 0.0 10.780 0.0032 0.034 Vel = 1.29 0.0 901 3.82 10.869 K Factor= 1.16 *NEW PATH 918 187.4 5.60 18.36 1 0 5.0 0.730 150 10.745 to 0.0 5.000 0.316 910 186.67 18.36 1.101 0.0 5.730 0.0581 0.333 Vel = 6.19 0.0 910 18.36 11.394 K Factor= 5.44 *NEW PATH 921 187.4 5.60 19.25 1 0 5.0 0.730 150 11.820 to 0.0 5.000 0.316 922 186.67 19.25 1.101 0.0 5.730 0.0634 0.363 Vel = 6.49 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 8 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 922 186.67 -8.27 1.25 R 1.0 2.690 150 12.499 to N 8.0 9.000 0.0 923 186.67 10.98 1.394 0.0 11.690 0.0071 0.083 Vel = 2.31 923 186.67 0.0 1.25 R 1.0 11.660 150 12.582 to 0.0 1.000 0.0 911 186.67 10.98 1.394 0.0 12.660 0.0071 0.090 Vel = 2.31 0.0 911 10.98 12.672 K Factor= 3.08 *NEW PATH 919 187.4 5.60 19.30 1 0 5.0 0.730 150 11.884 to 0.0 5.000 0.316 920 186.67 19.3 1.101 0.0 5.730 0.0637 0.365 Vel = 6.50 920 186.67 8.27 1.25 3R 3.0 17.060 150 12.565 to 0.0 3.000 0.0 902 186.67 27.57 1.394 0.0 20.060 0.0391 0.784 Vel = 5.80 0.0 902 27.57 13.349 K Factor= 7.55 *NEW PATH 922 186.67 8.27 1.25 R 1.0 14.750 150 12.499 to 0.0 1.000 0.0 920 186.67 8.27 1.394 0.0 15.750 0.0042 0.066 Vel = 1.74 0.0 920 8.27 12.565 K Factor= 2.33 *NEW PATH 924 187.4 5.60 20.34 1 0 5.0 0.730 150 13.199 to 0.0 5.000 0.316 925 186.67 20.34 1.101 =0 0.0 5.730 0.0702 0.402 Vel 6.85 925 186.67 3.81 1.25 5R 5.0 14.750 150 13.917 to 0.0 5.000 0.0 926 186.67 24.15 1.394 0.0 19.750 0.0306 0.604 Vel = 5.08 926 186.67 20.80 1.25 1OR 10.0 81.440 150 14.521 to 3N 24.0 34.000 0.0 937 186.67 44.95 1.394 0.0 115.440 0.0964 11.134 Vel = 9.45 937 186.67 -28.08 1.25 21R 21.0 104.450 150 25.655 to 20 12.0 49.000 0.0 904 186.67 16.87 1.394 2N 16.0 153.450 0.0157 2.414 Vel = 3.55 0.0 904 16.87 28.069 K Factor= 3.18 *NEW PATH 912 186.67 3.81 1.25 R 1.0 2.690 150 13.907 to 0 6.0 7.000 0.0 925 186.67 3.81 1.394 0.0 9.690 0.0010 0.010 Vel = 0.80 0.0 925 3.81 13.917 K Factor= 1.02 *NEW PATH 931 187.4 5.60 20.79 1 0 5.0 0.730 150 13.786 to 0.0 5.000 0.316 926 186.67 20.79 1.101 0.0 5.730 0.0731 0.419 Vel = 7.01 Computer Programs by Hydratec Inc. Revision: 50.54.2 • Final Calculations : Hazen-Williams Jet Fire Protection Page 9 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes """ Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 926 20.79 14.521 K Factor= 5.46 *NEW PATH 913 186.67 19.23 1.25 R 1.0 13.290 150 14.961 to 0.0 1.000 0.0 928 186.67 19.23 1.394 0.0 14.290 0.0201 0.287 Vel = 4.04 928 186.67 0.0 1.25 14R 14.0 78.900 150 15.248 to N 8.0 28.000 0.0 929 186.67 19.23 1.394 0 6.0 106.900 0.0200 2.143 Vel = 4.04 929 186.67 -2.32 1.25 43R 43.0 311.130 150 17.391 to 10N 80.0 165.000 0.0 930 186.67 16.91 1.394 70 42.0 476.130 0.0158 7.523 Vel = 3.55 930 186.67 0.0 1.25 0 6.0 14.310 150 24.914 to R 1.0 7.000 0.0 915 186.67 16.91 1.394 0.0 21.310 0.0158 0.337 Vel = 3.55 0.0 915 16.91 25.251 K Factor= 3.37 *NEW PATH 929 186.67 2.32 1.25 2R 2.0 14.880 150 17.391 to N 8.0 16.000 0.0 914 186.67 2.32 1.394 0 6.0 30.880 0.0004 0.012 Vel = 0.49 0.0 914 2.32 17.403 K Factor= 0.56 *NEW PATH 937 186.67 28.08 1.25 12R 12.0 132.330 150 25.655 to N 8.0 20.000 0.0 917 186.67 28.08 1.394 0.0 152.330 0.0404 6.153 Vel = 5.90 0.0 917 28.08 31.808 K Factor= 4.98 *NEW PATH 916 186.67 4.93 1.25 R 1.0 11.420 150 26.350 to 0.0 1.000 0.0 932 186.67 4.93 1.394 0.0 12.420 0.0016 0.020 Vel = 1.04 932 186.67 -1.63 1.25 N 8.0 11.510 150 26.370 to 0.0 8.000 0.0 934 186.67 3.3 1.394 0.0 19.510 0.0008 0.015 Vel = 0.69 934 186.67 0.0 1.25 4R 4.0 32.060 150 26.385 to 0.0 4.000 0.0 933 186.67 3.3 1.394 0.0 36.060 0.0008 0.028 Vel= 0.69 933 186.67 1.63 1.25 R 1.0 15.300 150 26.413 to 0.0 1.000 0.0 903 186.67 4.93 1.394 0.0 16.300 0.0016 0.026 Vel = 1.04 0.0 903 4.93 26.439 K Factor= 0.96 *NEW PATH 932 186.67 1.63 1 6R 6.0 43.560 150 26.370 to 30 15.0 21.000 0.0 933 186.67 1.63 1.101 0.0 64.560 0.0007 0.043 Vel = 0.55 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Jet Fire Protection Page 10 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ""'"'"" Notes **-"" Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 933 1.63 26.413 K Factor= 0.32 Computer Programs by Hydratec Inc. Revision: 50.54.2 RECEIVED .4r FEB 3 2021 CITY OF TIGARD JE,T 3UILDING DIVISION INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project." lO"�r, N ��' / 5 :7P FAwiti1 �,,r .EC 0. �LYNN S EXPIRES: 06-30-2022 Jet Fire Protection 1935 Silverton RD NE Salem, OR 97338 503-363-2334 Job Name : 72nd and Dartmouth Apartments Building : FP1.0 Location : 11990 SW 72ND Ave , Tigard, OR 97223 System : 10 Contract : 19-0379 Data File : 72nd and Dartmouth Apartments Fire Sprinkler Plans Area 10.W Computer Programs by Hydratec Inc. Revision: 50.5520.727 Jet Fire Protection Page 1 72nd and Dartmouth Apartments Date 10/20/2020 HYDRAULIC CALCULATIONS for JOB NAME 72nd and Dartmouth Apartments Location 11990 SW 72ND Ave , Tigard, OR 97223 Drawing# FP1.0 Contract# 19-0379 Date 10/20/2020 DESIGN Remote area # 10 Remote area location South Bldg Electrical Vault Occupancy classification Ordinary Hazard I Density 0.15 - Gpm/SqFt Area of application 598 -SqFt Coverage/sprinkler 253 - SqFt Type of sprinkler calculated TY5337 #Sprinklers calculated 4 In-rack demand - GPM Hose streams 250 -GPM Total water required(including hose streams) 427.22 - GPM @ 88.543 - Psi Type of system PRE ACTION Volume of system (dry or pre-action) 117 - Gal WATER SUPPLY INFORMATION Test date Location Source of info CONTRACTOR INFO Jet Fire Protection Address 1935 Silverton RD NE/Salem, OR 97338 Phone# 503-363-2334 Name of designer Authority having jurisdiction NOTES: textl(35) - invisible Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve Jet Fire Protection Page 2 72nd and Dartmouth Apartments Date 10/20/2020 City Water Supply: Demand: C1 -Static Pressure : 110 D1 - Elevation : 7.003 C2 - Residual Pressure: 20 D2-System Flow : 177.22 C2 - Residual Flow : 5312 D2-System Pressure : 88.543 Hose ( Demand ) : 250 D3-System Demand : 427.22 Safety Margin : 20.607 150 140 130 120 C1 R 110 ' - E 100 S 90 D2 S 80 D U 70 R 60 E 50 40 30 20 C2 10 „ D1.. 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 _Fittings Used Summary Jet Fire Protection Page 3 72nd and Dartmouth Apartments Date 10/20/2020 Fitting Legend Abbrev. Name % % 1 1% 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 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 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Zfb Febco 850 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. Revision: 50.5520.727 Flow Summary - NFPA Jet Fire Protection Page 4 72nd and Dartmouth Apartments Date 10/20/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 110.0 20 5312.0 109.15 427.22 88.543 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 120.0 11.2 11.5 37.98 0.15 253 2 121.0 14.69 3 121.0 15.0 4 120.0 24.64 5 120.0 25.38 6 120.0 33.73 TPA 120.0 73.08 BPA 110.08 81.66 BDR1 110.08 81.66 BWR1 110.08 81.66 BWR2 110.08 81.66 TEST 103.83 88.54 250.0 7 120.01 11.2 11.57 38.1 0.15 253 8 121.0 14.78 9 120.0 11.2 20.04 50.14 0.15 253 10 120.0 24.54 11 120.0 11.2 20.74 51.0 0.15 253 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen-Williams Jet Fire Protection Page 5 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 1 120 11.20 37.98 1 3E 6.0 2.500 120 11.500 to 6.000 -0.433 2 121 37.98 1.049 8.500 0.4262 3.623 Vel = 14.10 2 121 0.0 1.5 5.840 120 14.690 to 0.0 3 121 37.98 1.61 5.840 0.0529 0.309 Vel = 5.99 3 121 38.10 1.5 E 4.0 28.120 120 14.999 to 2T 16.0 20.000 0.433 4 120 76.08 1.61 48.120 0.1913 9.207 Vel = 11.99 4 120 50.14 2 6.340 120 24.639 to 0.0 5 120 126.22 2.157 6.340 0.1175 0.745 Vel = 11.08 5 120 51.00 2 2V 8.615 18.850 120 25.384 to X 10.461 19.076 0.0 6 120 177.22 2.157 37.926 0.2201 8.346 Vel = 15.56 6 120 0.0 2.5 15V 88.549 377.180 120 33.730 to Bvca 8.237 96.786 0.0 TPA 120 177.22 2.635 473.966 0.0830 39.350 Vel = 10.43 TPA 120 0.0 2.5 V 5.903 10.000 120 73.080 to Dvc 10.983 41.597 4.296 BPA 110.080 177.22 2.635 Bvca 8.237 51.597 0.0830 4.284 Vel = 10.43 T 16.474 BPA 110.080 0.0 8 2.360 120 81.660 to 0.0 BDR1 110.080 177.22 8.249 2.360 0.0004 0.001 Vel = 1.06 BDR1 110.080 0.0 8 2.360 120 81.661 to 0.0 BWR1 110.08 177.22 8.249 2.360 0 0.0 Vel = 1.06 BWR1 110.08 0.0 8 2.550 120 81.661 to 0.0 BWR2 110.08 177.22 8.249 2.550 0.0004 0.001 Vel = 1.06 BWR2 110.08 0.0 8 4E 113.872 74.340 140 81.662 to Zfb 0.0 113.872 6.836 ** Fixed Loss =4.129 TEST 103.83 177.22 8.27 188.212 0.0002 0.045 Vel = 1.06 250.00 Qa = 250.00 TEST _ 427.22 88.543 K Factor= 45.40 7 120.01 11.20 38.10 1 3E 6.0 2.490 120 11.572 to 6.000 -0.429 8 121 38.1 1.049 8.490 0.4289 3.641 Vel = 14.14 8 121 0.0 1.5 4.050 120 14.784 to 0.0 3 121 38.1 1.61 4.050 0.0531 0.215 Vel = 6.00 0.0 3 38.10 14.999 K Factor= 9.84 9 120 11.20 50.14 1 T 5.0 1.320 120 20.039 to 5.000 0.0 10 120 50.14 1.049 6.320 0.7125 4.503 Vel = 18.61 10 120 0.0 2 4.560 120 24.542 to 0.0 4 120 50.14 2.157 4.560 0.0213 0.097 Vel = 4.40 Computer Programs by Hydratec Inc. Revision: 50.5520.727 , . Final Calculations : Hazen-Williams Jet Fire Protection Page 6 72nd and Dartmouth Apartments Date 10/20/2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ***`** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 4 50.14 24.639 K Factor= 10.10 11 120 11.20 51.00 1 T 5.0 1.320 120 20.736 to 5.000 0.0 5 120 51.0 1.049 6.320 0.7354 4.648 Vel = 18.93 0.0 5 51.00 25.384 K Factor= 10.12 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Iii i,•+:020 RECEIVED � / nATC Hazards by Location 1 OTC Hazards by Location ?�1��1EI V �l FEB 3 2021 Search Information CITY OF TIGRRD ;;�, •� = :;::::>:�:; ;:;� a u ID I (; I\� N Address: 11990 SW 72nd Ave,T3garc�CM�'7�23,USA ..,V�tnt_cilfl:Qt.'•?":: ;�:r:;:::':.,,;;.;::....:... .. 221 ft Coordinates: 45.4333562,-122.7509683 tl vl::ij;• . :i`:i ::i '::'ii'` land :::' . 'i'' ' ;':;';- t:: :.Hi31sL.o:o�::::.:. Elevation: 221 ft B.t any„ U;1: .>:::::•::,,::• ,t: ........:.:M Timestam 2020-08-10T15:32:34.928Z '�`:.���•.�':�:�:'.��:��'' ::•:::.;•:�.;;.;••••:• • p �'i ......... , ,Fk.a-.c: Hazard Type• Seismic •.� �;•;:, Reference IBC-2015 ;,.,.;... ::• •.::'. 4'G i;'• :'.•'::sale ': �+ ::'.'; .. . 1.';;Map data©2020 Google Document: Risk Category: I Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 1 I 0.60 i 0.80 I 0.60 ` 0.40 0.40 \\ 0.20 0.20 \ 0.00 0.00 0 5 10 15 Period(s) 0 5 10 15 Period(s) Basic Parameters Name Value Description Sg 0.98 MCER ground motion(period=0.2s) Si 0.424 MCER ground motion(period=l.0s) SMS 1.086 Site-modified spectral acceleration value SM1 0.668 Site-modified spectral acceleration value SDS 0.724 Numeric seismic design value at 0.2s SA SD1 0.445 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category Fa 1.108 Site amplification factor at 0.2s F„ 1.576 Site amplification factor at 1.0s https://hazards.atcouncil.org/#/seismic?lai=45.4333562&Ing=-122.7509683&address=11990 SW 72nd Ave%2C Tigard%2C OR 97223%2C USA 1/2 8/10/2020 ATC Hazards by Location „ CRS 0.899 Coefficient of risk(0.2s) CR1 0.871 Coefficient of risk(1.Os) PGA 0.428 MCEG peak ground acceleration FPGA 1.072 Site amplification factor at PGA PGAM 0.459 Site modified peak ground acceleration TL 16 Long-period transition period(s) SsRT 0.98 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.09 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.607 Factored deterministic acceleration value(0.2s) Si RT 0.424 Probabilistic risk-targeted ground motion(1.Os) Si UH 0.486 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) Si D 0.839 Factored deterministic acceleration value(1.0s) PGAd 0.961 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?1a1=45.4333562&Ing=-122.7509683&address=11990 SW 72nd Ave%2C Tigard%2C OR 97223%2C USA 2/2 iii. , 1 NFPA 13 2016 Seismic Bracing Calculations Project Name: 72nd & Dartmouth Brace Design: New Design 1 Address: 11990 SW 72ND AVE Contractor Name: Jet Fire Protection City, State,Zip: Tigard,Oregon 97223 Address: 1935 Silverton RD Prepared By: Friesen, Murray City,State,Zip: Salem, Oregon 97301 Date:04-Nov-2020 Fax: Phone: Brace Information Per Table 9.3.5.11.8(c) Seismic Brace Attachments Maximum Length of Brace: 10'-6" Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Size of Brace (in): 1" - Make: CADDY Model: CSBU1 Pr= 1.1 Type of Brace: Sch 40 Pipe UL Load Rating (Ibs): 3000 Adjusted Per 9.3.5.2.3 (Ibs): 2598 Brace Angle Range: 60-90 Degrees Structure Attachment Adapter: n/a Maximum Brace Spacing(ft): 30.00 Make: CADDY Model: n/a Least Radius of Gyration* (in): 0.787 UL Load Rating (Ibs): n/a Adjusted Per 9.3.5.2.3 (Ibs): n/a kl/r Value:*300 Sway Brace Fitting: Quick Grip Lateral Sway Brace, 2 1/2" Pipe Maximum Horizontal Load (Ibs): 713 Make: CADDY Model: CSBQG0250EG UL Load Rating (Ibs): 2015 Adjusted Per 9.3.5.2.3 (Ibs): 1745 Fastener Information Fastener Orientation: C Structure: Concrete (Cracked)- 3,000 psi LW 60-90 Degrees Fastener Qty: 1 �—SOEG-I/2"x2 1/2"Plus Washer(SAE) CSBu, Prying Factor 1.1 ��PROS Fastener Type: CRLW50EG o� ��'��Gi NEF.SRO CADDY® ROD LOCK Wood Form Cast-In l•° CSBCdG0250EG �/ I A i gDIFIA'Al Anchor ��� �-� % ' Fastener Size: 1/2" x 2 1/2" Plus Washer `� k e: (SAE) Y 4D <v Fastener Embedment: 2" • 15, , Fastener Max. Load (lbs): 315 LYNN SAP Brace Orientation: Lateral EXPIRES: 06-30-2022 Brace I.D.(on plan): 1 Sprinkler System Zone of Influence(ZOI) Load Calculation(Fpw=Cp x Wp) Pipe Wt/ft 15%for Total Length Cp=0.51 per Size Pipe Description Total Wt (Ibs) Fittings Wt/ft (ft) NEPA 13 2016 2 1/2" Sch 10 I 5.89 0.88 6.77 15.00 101.60 2015 IBC 1 1/4" Sch 10 2.52 0.38 2.90 48.00 139.10 1 1/4" Sch 10 2.52 0.38 2.90 48.00 139.10 Sway Brace Attached to 2 1/2" Sch10 Pipe Max Fpw Based on 21/2" Sch10 Pipe Horizontal Earthquake Load Fpw=CpxWp Weight of Misc.ZOI Valves and Fittings 0.00 Fpw=0.51 x 379.81 Total Zone of Influence (ZOI)Weight (Wp ) 379.81 Fpw= 194.00 lbs Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 420 lbs nVent ©2018 nVent All rights reserved nVent,nVent CADDY, nVent ERICO,nVent ERIFLEX,and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice.