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Report (2) 6.= GC& I 3 ,2-95— sig' -kc JET irk INDUSTRIE . ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project " , ,qv".) PRO s �� GINEF.s/0 �w� � 549P�� 411041,75 1, l " �F y15, ��� Y LYN N S-P EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 3 Drawing Location : 13295 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 3 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 3 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 2 Location: 13295 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 1 Design Remote area number: 2 Remote area location: 3rd Floor Residential Occupancy classification: R-2 Density: 0.10-Gpm/SqFt Area of application: 4 Heads-SqFt Coverage per sprinkler: 324- Sq Ft Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: - GPM Hose streams: 100-GPM Total water required(including hose streams): 169.618 - GPM @ 72.211 - Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 12-14-2015 Location: 459' South of SW Scholls Ferry Rd on 135th A Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply_Curve C JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 3 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 17.107 C2- Residual Pressure: 91 D2-System Flow : 69.618 C2- Residual Flow : 1450 D2-System Pressure : 72.211 Hose ( Demand ) : 100 D3- System Demand : 169.618 Safety Margin : 19.770 150 140 130 P 120 R110 E 100 Cl C2 S 90 S 80 D2 U 70 iso R 60 D E 50 40 30 20 o D1 10 i 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85) /11111 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 341111 Scholls Ferry Apartments Building 3 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 ' 1 1% 1% 2 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 N* CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. , Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 ' JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 3 Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.981 169.62 72.211 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H D 1 234.5 4.9 7.04 13.0 HD2 234.5 4.9 12.04 17.0 1 234.5 4.34 13.8 16.12 K=K @ EQ1 2 234.5 4.39 14.98 17.0 K=K @ EQ2 4 234.5 4.34 15.86 17.28 K=K @ EQ1 3 234.5 15.91 5 234.5 17.34 6 234.5 4.34 19.6 19.21 K=K @ EQ1 7 234.5 23.01 8 234.5 33.15 9 212.0 46.85 TWR 216.0 49.58 BWR 206.0 54.94 UG16 206.0 55.06 UG4 206.0 55.14 UG5 206.0 55.14 UG7 203.0 56.45 UG9 199.0 58.18 UG11 197.0 59.05 UG 13 197.0 59.06 UG 15 196.0 59.49 UG20 198.0 58.63 UG19 202.0 56.89 UG17 206.0 55.14 UG22 195.0 59.96 UG23 195.0 59.99 UG24 195.0 72.21 TEST 195.0 72.21 100.0 , Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 3 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf H D 1 234.500 4.90 13.00 0.75 0 3.0 3.500 150 7.039 to 2N 14.0 17.000 0.0 EQ1 234.500 13.0 0.874 0.0 20.500 0.0944 1.935 Vel = 6.95 0.0 EQ1 13.00 8.974 K Factor= 4.34 HD2 234.500 4.90 17.00 0.75 0 3.0 2.000 150 12.037 to 2N 14.0 17.000 0.0 EQ2 234.500 17.0 0.874 0.0 19.000 0.1551 2.946 Vel = 9.09 0.0 EQ2 17.00 14.983 K Factor= 4.39 1 234.500 4.34 16.12 0.75 N 7.0 8.000 150 13.804 K= K @ EQ1 to 0.0 7.000 0.0 3 234.500 16.12 0.874 0.0 15.000 0.1407 2.110 Vel = 8.62 0.0 3 16.12 15.914 K Factor= 4.04 2 234.500 4.39 17.00 0.75 0 3.0 3.000 150 14.983 K= K @ EQ2 to 0.0 3.000 0.0 3 234.500 17.0 0.874 0.0 6.000 0.1552 0.931 Vel = 9.09 0.0 3 17.00 15.914 K Factor= 4.26 l 4 234.500 4.34 17.28 0.75 0 3.0 6.250 150 15.862 K= K @ EQ1 to 0.0 3.000 0.0 5 234.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 0.0 5 17.28 17.341 K Factor= 4.15 3 234.500 33.12 1 0.0 8.250 150 15.914 to 0.0 0.0 0.0 5 234.500 33.12 1.101 0.0 8.250 0.1730 1.427 Vel = 11.16 5 234.500 17.29 1 0.0 6.000 150 17.341 to 0.0 0.0 0.0 6 234.500 50.41 1.101 0.0 6.000 0.3762 2.257 Vel = 16.99 6 234.500 4.34 19.21 1.25 0 6.0 9.750 150 19.598 K= K @ EQ1 to 0.0 6.000 0.0 7 234.500 69.62 1.394 0.0 15.750 0.2167 3.413 Vel = 14.64 7 234.500 0.0 1.5 0 8.0 65.000 150 23.011 to 2N 18.0 26.000 0.0 8 234.500 69.62 1.598 0.0 91.000 0.1114 10.140 Vel = 11.14 8 234.500 0.0 1.5 N 9.0 18.500 150 33.151 to 0 8.0 17.000 9.745 9 212 69.62 1.598 0.0 35.500 0.1114 3.956 Vel = 11.14 9 212 0.0 1.5 2N 18.0 22.000 150 46.852 to 0.0 18.000 -1.732 TWR 216 6. 9.62 1.598 0.0 40.000 0.1114 4.456 Vel = 11.14 TWR 216 0.0 2 3V 12.922 6.000 120 49.576 to Bvca 7.384 20.306 4.331 BWR 206 69.62 2.157 0.0 26.306 0.0391 1.028 Vel = 6.11 BWR 206 0.0 4 T 26.334 16.000 120 54.935 to S 28.968 68.469 0.0 UG16 206 69.62 4.26 E 13.167 84.469 0.0014 0.120 Vel = 1.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 3 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG16 206 0.0 4 T 31.864 39.000 150 55.055 to 0.0 31.864 0.0 UG17 206 69.62 4.07 0.0 70.864 0.0012 0.083 Vel = 1.72 0.0 UG17 69.62 55.138 K Factor= 9.38 UG4 206 0.0 6 0.0 93.750 150 55.142 to 0.0 0.0 0.0 UG5 206 0.0 5.86 0.0 93.750 0 0.0 Vel = 0 UG5 206 24.22 6 T 38.342 142.750 150 55.142 to 0.0 38.342 1.299 UG7 203 24.22 5.86 0.0 181.092 0 0.005 Vel = 0.29 UG7 203 0.0 6 F 8.947 128.500 150 56.446 to 0.0 8.946 1.732 UG9 199 24.22 5.86 0.0 137.446 0 0.004 Vel = 0.29 UG9 199 0.0 6 F 8.947 202.750 150 58.182 to 0.0 8.946 0.866 UG11 197 24.22 5.86 0.0 211.696 0 0.006 Vel = 0.29 UG11 197 0.0 6 0.0 32.500 150 59.054 to 0.0 0.0 0.0 a UG13 197 24.22 5.86 0.0 32.500 0 0.001 Vel = 0.29 UG13 197 0.0 6 F 8.947 132.250 150 59.055 to 0.0 8.946 0.433 UG15 196 24.22 5.86 0.0 141.196 0 0.004 Vel = 0.29 UG15 196 0.0 6 2F 17.893 125.000 150 59.492 to T 38.342 56.235 -0.866 UG20 198 24.22 5.86 0.0 181.235 0 0.005 Vel = 0.29 UG20 198 -69.62 6 T 38.342 58.000 150 58.631 to 0.0 38.342 -1.732 UG19 202 -45.4 5.86 0.0 96.342 -0.0001 -0.009 Vel = 0.54 UG19 202 0.0 6 0.0 219.000 150 56.890 to 0.0 0.0 -1.732 UG17 206 -45.4 5.86 0.0 219.000 -0.0001 -0.020 Vel = 0.54 UG17 206 69.62 6 0.0 123.250 150 55.138 to 0.0 0.0 0.0 UG5 206 24.22 5.86 0.0 123.250 0 0.004 Vel = 0.29 0.0 UG5 24.22 55.142 K Factor= 3.26 UG20 198 69.62 6 0.0 159.000 150 58.631 to 0.0 0.0 1.299 UG22 195 69.62 5.86 0.0 159.000 0.0002 0.032 Vel = 0.83 UG22 195 0.0 6 F 8.947 108.000 150 59.962 to 0.0 8.946 0.0 UG23 195 69.62 5.86 0.0 116.946 0.0002 0.024 Vel = 0.83 UG23 195 0.0 8 Zcg 0.0 9.000 120 59.986 ' to 0.0 0.0 12.222 ** Fixed Loss = 12.222 UG24 195 69.62 8.249 0.0 9.000 0 0.0 Vel = 0.42 UG24 195 0.0 8 T 55.354 20.000 140 72.208 to 0.0 55.354 0.0 TEST 195 69.62 8.27 0.0 75.354 0 0.003 Vel = 0.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 7 ' Scholls Ferry Apartments Building 3 Date 9-1-2016 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 100.00 Qa = 100.00 TEST 169.62 72.211 K Factor= 19.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 (AO- 111111r'' SEF 9 2.01F 11/4 INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" PR opk- / 54 9P:ii -7AJ , . .1 cib ' 15, << &()'LYNN IEXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 3- Dry System Drawing Location : 13295 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 3 dry.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 3 Location: 13295 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 Design Remote area number: 1 Remote area location: Attic Occupancy classification: Light Hazard Density: 0.10- Gpm/SqFt Area of application: 2591 - SqFt Coverage per sprinkler: 112- SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 33 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 576.314-GPM @ 78.494 - Psi Type of system: Dry Volume of dry or preaction system: 215-Gal Water supply information Date: 12-14-2015 Location: 459'South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 18.407 C2- Residual Pressure: 91 D2-System Flow : 476.314 C2- Residual Flow : 1450 D2- System Pressure : 78.494 Hose ( Demand ) : 100 D3- System Demand : 576.314 Safety Margin : 13.324 150 140 130 P 120 R 110 E 100 _ Cl C2 S 90 Q n D2 S 80 0 U 70 D3 R 60 E 50 40 30 20 _ D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inca Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 3 - Dry System Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •Flow Summary - NFPA 2007 ' JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.819 576.31 78.494 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 237.5 4.2 7.31 11.35 2 237.5 4.2 7.8 11.73 3 237.5 4.2 9.65 13.04 4 237.5 4.2 7.11 11.2 5 237.5 4.2 7.59 11.57 6 237.5 4.2 9.39 12.87 7 237.5 10.65 9 243.0 4.2 10.21 13.42 10 243.0 4.2 9.15 12.71 11 243.0 4.2 9.62 13.03 12 243.0 10.95 8 234.25 14.28 r, 13 234.25 16.76 15 241.75 4.2 18.66 18.14 - 17 241.75 4.2 19.25 18.43 18 241.75 20.12 20 245.75 4.2 14.65 16.08 21 245.75 4.2 12.33 14.75 22 245.75 4.2 13.16 15.24 23 245.75 15.69 25 241.75 4.2 12.02 14.56 26 241.75 4.2 10.44 13.57 27 241.75 4.2 11.15 14.02 28 241.75 12.99 30 237.25 4.2 21.49 19.47 32 237.5 4.2 10.31 13.48 33 237.5 4.2 10.97 13.91 34 237.5 4.2 8.69 12.38 35 237.5 4.2 9.25 12.78 36 237.5 4.2 11.34 14.15 37 237.5 14.25 38 236.0 17.7 39 244.0 4.2 7.88 11.79 41 241.5 4.2 9.54 12.97 40 241.5 9.82 42 241.5 4.2 10.52 13.62 43 241.5 11.06 44 236.0 17.2 45 243.0 4.2 14.15 15.8 • 46 236.0 18.45 47 236.0 20.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Flow Summary - NFPA 2007 JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 49 237.25 4.2 23.58 20.39 51 241.75 4.2 18.45 18.04 52 241.75 4.2 18.45 18.04 53 241.75 19.59 55 245.75 4.2 11.01 13.93 56 245.75 4.2 11.75 14.4 57 245.75 4.2 13.53 15.45 58 245.75 14.38 60 234.25 33.51 61 234.25 31.57 62 234.25 27.01 19 234.25 24.95 14 234.25 24.19 24 234.25 24.18 31 234.25 24.3 63 234.25 24.31 48 234.25 24.74 64 234.25 26.5 50 234.25 27.18 54 234.25 28.71 59 234.25 31.5 r 65 234.25 36.92 66 216.0 47.31 TDR 216.0 49.31 BDR 206.0 57.78 UG16 206.0 59.04 UG4 206.0 62.08 UG5 206.0 62.08 UG7 203.0 63.56 UG9 199.0 65.42 UG11 197.0 66.5 UG13 197.0 66.53 UG15 196.0 67.11 UG20 198.0 66.42 UG19 202.0 64.38 UG17 206.0 61.96 UG22 195.0 68.83 UG23 195.0 69.64 UG24 195.0 78.38 TEST 195.0 78.49 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 • JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ****** to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 237.500 4.20 11.35 1 0.0 7.750 100 7.308 to 0.0 0.0 0.0 2 237.500 11.35 1.049 0.0 7.750 0.0639 0.495 Vel = 4.21 2 237.500 4.20 11.74 1 0.0 7.750 100 7.803 to 0.0 0.0 0.0 3 237.500 23.09 1.049 0.0 7.750 0.2378 1.843 Vel = 8.57 3 237.500 4.20 13.04 1.25 T 4.282 2.750 100 9.646 to 0.0 4.282 0.0 7 237.500 36.13 1.38 0.0 7.032 0.1432 1.007 Vel = 7.75 0.0 10.653 K Factor= 11.07 7 36.13 - - 4 237.500 4.20 11.20 1 0.0 7.750 100 7.111 to 0.0 0.0 0.0 5 237.500 11.2 1.049 _ 0.0 7.750 0.0625 0.484 - Vel = 4.16 5 237.500 4.20 11.57 1 0.0 7.750 100 7.595 to 0.0 0.0 0.0 6 237.500 22.77 1.049 0.0 7.750 0.2317 1.796 Vel = 8.45 6 237.500 4.20 12.88 1.25 T 4.282 4.750 100 9.391 to 0.0 4.282 0.0 7 237.500 35.65 1.38 0.0 9.032 0.1397 1.262 Vel = 7.65 T 7 237.500 36.13 1.25 E 2.141 2.500 100 10.653 to 0.0 2.141 1.263 8 234.250 71.78 1.38 0.0 4.641 0.5100 2.367 Vel - 15.400.0 8 71.78 14.283 K Factor= 18.99 9 243 4.20 13.42 1 T 3.568 5.000 100 10.206 to 0.0 3.568 0.0 12 243 13.42 1.049 0.0 8.568 0.0871 0.746 Vel = 4.98 0.0 12 13.42 10.952 K Factor= 4.06 10 243 4.20 12.71 1 0.0 6.000 100 9.152 to 0.0 0.0 0.0 11 243 12.71 1.049 0.0 _ 6.000 0.0787 0.472 Vel = 4.72 11 243 4.20 13.03 1 T 3.568 1.000 100 9.624 to 0.0 3.568 0.0 12 243 25.74 1.049 0.0 4.568 0.2907 1.328 Vel = 9.56 12 243 13.41 1.25 T 4.282 8.750 100 10.952 to 0.0 4.282 3.645 13 234.250 39.15 1.38 0.0 13.032 0.1662 2.166 Vel = 8.40 0.0 13 39.15 _ 16.763 K Factor= 9.56 8 234.250 71.78 1.5 0.0 12.750 100 14.283 to 0.0 0.0 0.0 13 234.250 71.78 1.682 0.0 12.750 0.1945 2.480 Vel = 10.36 13 234.250 39.15 1.5 T 7.065 10.000 100 16.763 to 0.0 7.066 0.0 14 234.250 110.93 1.682 0.0 17.066 0.4352 7.427 Vel = 16.02 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 7 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 14 110.93 - 24.190 K Facto_r= 22.55 - 15 241.750 4.20 18.14 1 T 3.568 6.000 100 18.662 ' t° 0.0 3.568 0.0 18 241.750 18.14 1.049 0.0 9.568 0.1523 1.457 Vel = 6.73 0.0 18 18.14 20.119 K Factor= 4.04 17 241.750 4.20 18.43 1 T 3.568 2.000 100 19.246 to 0.0 3.568 0.0 18 241.750 18.43 1.049 0.0 5.568 0.1568 0.873 Vel = 6.84 18 241.750 18.14 1.25 T 4.282 7.500 100 20.119 to 0.0 4.282 3.104 19 234.250 36.57 1.38 0.0 11.782 0.1464 1.725 Vel = 7.84 0.0 19 36.57 24.948 K Factor= 7.32 20 245.750 4.20 16.08 1 T 3.568 5.000 100 14.649 to 0.0 3.568 0.0 23 245.750 16.08 1.049 0.0 8.568 0.1217 1.043 Vel = 5.97 0.0 23 16.08 _ 15.692 K Factor= 4.06ir 21 245.750 4.20 14.75 1 0.0 8.000 100 12.329 to 0.0 0.0 0.0 22 245.750 14.75 1.0.49 _ 0.0 8.000 0.1038 0.830 Vel = 5.48 _ 22 245.750 4.20 15.23 1 T 3.568 3.000 100 13.159 - to 0.0 3.568 0.0 23 245.750 29.98 1.049 0.0 6.568 0.3857 2.533 Vel = 11.13 23 245.750 16.08 1.25 T 4.282 12.000 100 15.692 to 0.0 4.282 4.836 24 234.250 46.06 - 1.38 0.0 16.282 0.2244 3.654 Vel = 9.88 0.0 24 46.06 _ 24.182 _ K Factor= 9.37_ 25 241.750 4.20 14.56 1 T 3.568 6.000 100 12.019 to 0.0 3.568 0.0 28 241.750 14.56 1.049 0.0 9.568 0.1014 0.970 Vel = 5.41 0.0 28_ 14.56 12.989 K Facto r= 4.04 26 241.750 4.20 13.57 1 0.0 8.000 100 10.436 to 0.0 0.0 0.0 27 241.750 13.57 1.049 0.0 8.000 0.0890 0.712 Vel = 5.04 27 241.750 4.20 14.02 1 T 3.568 2.000 100 11.148 to 0.0 3.568 0.0 28 241.750 27.59 1.0.49 0.0 5.568 0.3306 1.841 Vel = 10.24 28 241.750 14.56 1 T 3.568 7.500 100 12.989 to 0.0 3.568 3.104 29 234.250 42.15 1.049 0.0 11.068 0.7243 8.016 Vel = 15.65 0.0 29 42.15 _ 24.109 K Factor= 8.58 30 237.250 4.20 19.47 1 E 1.427 4.500 100 21.494 to T 3.568 4.995 1.155 31 234.250 19.47 1.049 0.0 9.495 0.1736 1.648 Vel = 7.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Final Calculations - Hazen-Williams - JET FIRE PROTECTION Page 8 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******" Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 31 19.47 _ 24.297 K Factor= 3.95 32 237.500 4.20 13.48 1 0.0 7.500 100 10.306 to 0.0 0.0 0.0 33 237.500 13.48 1.049 0.0 7.500 0.0880 0.660 Vel = 5.00 33 237.500 4.20 13.91 1 T 3.568 6.500 100 10.966 to 0.0 3.568 0.0 37 237.500 27.39 1.049 0.0 10.068 0.3262 3.284 Vel = 10.17 0.0 14.250 K Factor= 7.26 37 27.39 34 237.500 4.20 12.38 1 0.0 7.500 100 8.690 to 0.0 0.0 0.0 35 237.500 12.38 1.049 0.0 7.500 0.0751 0.563 Vel = 4.60 35 237.500 4.20 12.78 1 0.0 7.500 100 9.253 to 0.0 0.0 0.0 36 237.500 25.16 1.049 0.0 7.500 0.2788 2.091 Vel = 9.34 36 237.500 4.20 14.14 1 T 3.568 1.000 100 11.344 to 0.0 3.568 0.0 37 237.500 39.3 1.049 0.0 4.568 0.6362 2.906 Vel = 14.59 37 237.500 27.39 1.25 T 4.282 2.000 100 14.250 to 0.0 4.282 0.650 38 236 66.69 1.38 0.0 6.282 0.4451 2.796 Vel = 14.31 38 236 0.0 1.25 T 4.282 1.000 100 17.696 to 0.0 4.282 0.0 47 236 66.69 1.38 0.0 5.282 0.4451 2.351 Vel = 14.31 0.0 47 66.69 _ 20.047 K Factor= 14.89 39 244 4.20 11.79 1 E 1.427 7.500 100 7.884 to T 3.568 4.995 1.083 40 2.41.500 11.79 1.049 0.0 12.495 0.0686 0.857 Vel = 4.38 0.0 40 11.79 9.824 K Factor= 3.76 41 241.500 4.20 12.97 1 0.0 3.500 100 9.538 to 0.0 0.0 0.0 40 241.500 12.97 1.049 0.0 3.500 0.0817 0.286 Vel = 4.81 40 241.500 11.79 1 T 3.568 1.000 100 9.824 to 0.0 3.568 0.0 43 241.500 24.76 1.049 0.0 4.568 0.2708 1.237 Vel = 9.19 0.0 11.061 K Factor= 7.44 43 24.76 42 241.500 4.20 13.62 1 T 3.568 2.500 100 10.517 to 0.0 3.568 0.0 43 241.500 13.62 1.049 0.0 6.068 0.0897 0.544 Vel = 5.06 43 241.500 24.76 1 E 1.427 4.750 100 11.061 to 0.0 1.427 2.382 • 44 236 38.38 1.049 0.0 6.177 0.6090 3.762 Vel = 14.25 44 236 0.0 1.25 0.0 7.750 100 17.205 to 0.0 0.0 0.0 46 236 38.38 1.38 0.0 7.750 0.1601 1.241 Vel = 8.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 9 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 46 38.38 _ 18.446 K Factor= 8.94 a 45 243 4.20 15.80 1 E 1.427 5.750 100 14.148 to T 3.568 4.995 3.032 46 236 15.8 1.049 0.0 10.745 0.11.78 1.266 Vel = 5.87 46 236 38.38 1.25 T 4.282 1.000 100 18.446 to 0.0 4.282 0.0 47 236 54.18 1.38 0.0 5.282 0.3031 1.601 Vel = 11.62 47 236 66.70 1.5 T 5.71 0.750 100 20.047 to 0.0 5.710 0.614 48 234.250 120.88 1.61 0.0 6.460 0.6313 4.078 Vel = 19.05 0.0 48 120.88 24.739 K Factor= 24.30 49 237.250 4.20 20.39 1 2E 2.855 6.500 100 23.577 to T 3.568 6.423 1.155 50 234.250 20.39 1.049 0.0 12.923 0.1890 2.443 Vel = 7.57 0.0 50 20.39 27.175 K Factor= 3.91 51 241.750 4.20 18.04 1 T 3.568 4.000 100 18.453 to 0.0 3.568 0.0 • 53 241.750 18.04 1.049 0.0 7.568 0.1508 1.141 Vel = 6.70 0.0 53 18.04 19.594 K Factor= 4.08 52 241.750 4.20 18.04 1 T 3.568 4.000 100 18.453 to 0.0 3.568 0.0 53 241.750 18.04 1.04.9 0.0 7.568 0.1508 1.141 Vel = 6.70 53 241.750 18.04 1 T 3.568 7.500 100 19.594 to 0.0 3.568 3.104 54 234.250 36.08 _ 1.0.49 0.0 11.068 0.5432 6.012 Vel = 13.39 0.0 54 36.08 28.710 K Factor= 6.73 55 245.750 4.20 13.93 1 0.0 8.000 100 11.006 to 0.0 0.0 0.0 56 245.750 13.93 1.049 0.0 8.000 0.0934 0.747 Vel = 5.17 56 245.750 4.20 14.40 1 T 3.568 4.000 100 11.753 to 0.0 3.568 0.0 58 245.750 28.33 1.049 0.0 7.568 0.3473 2.628 Vel = 10.52 0.0 58 28.33 14.381 K Factor= 7.4.7 57 245.750 4.20 15.45 1 T 3.568 4.000 100 13.526 to 0.0 3.568 0.0 58 245.750 15.45 1.049 0.0 7.568 0.1130 0.855 Vel = 5.74 58 245.750 28.33 1 T 3.568 12.250 100 14.381 to 0.0 3.568 4.836 59 234.250 43.78 1.049 0.0 15.818 0.7768 12.288 Vel = 16.25 0.0 59 43.78 31.505 K Factor= 7.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 10 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ******* Notes """""' to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 60 234.250 -187.72 2.5 0.0 15.000 100 33.512 . to 0.0 0.0 0.0 61 234.250 -18. 7.72 2.635 0.0 15.000 -0.1294 -1.941 Vel = 11.04 61 234.250 0.0 2.5 V 4.213 31.000 100 31.571 to 0.0 4.213 0.0 62 234.250 -187.72 2.635 _ 0.0 35.213 -0.1294 -4.557 Vel = 11.04 62 234.250 0.0 2.5 V 4.213 11.750 100 27.014 to 0.0 4.213 0.0 19 234.250 -187.72 2.635 0.0 15.963 -0.1294 -2.066 Vel = 11.04 19 234.250 36.57 2.5 0.0 8.750 100 24.948 to 0.0 0.0 0.0 14 234.250 -151.15 2. 335 0.0 8.750 -0.0866 -0.758 Vel = 8.89 14 234.250 110.92 2.5 0.0 1.000 100 24.190 to 0.0 0.0 0.0 24 234.250 -40.23 2.635 0.0 1.000 -0.0080 -0.008 Vel = 2.37 24 234.250 -1.92 2.5 0.0 9.000 100 24.182 to 0.0 0.0 0.0 29 234.250 -42.15 2.635 0.0 9.000 -0.0081 -0.073 Vel = 2.48 0.0 29 -42.15 _ _ 24.109 K Factor= -8.58 24 234.250 47.98 2.5 0.0 11.000 100 24.182 to 0.0 0.0 0.0 31 234.250 47.98 2.635 0.0 11.000 0.0105 0.115 Vel = 2.82 • 31 234.250 19.48 2.5 0.0 0.750 100 24.297 to 0.0 0.0 0.0 63 234.250 _ 67.46 2.635 0.0 0.750 0.0187 0.014 Vel = 3.97 63 234.250 0.0 2.5 V 4.213 17.750 100 24.311 to 0.0 4.213 0.0 48 234.250 67.46 2.635 0.0 21.963 0.0195 0.428 Vel = 3.97 48 234.250 120.87 2.5 0.0 13.500 100 24.739 to 0.0 0.0 0.0 64 234.250 188.33 2.635 0.0 13.500 0.1301 1.757 Vel = 11.08 64 234.250 0.0 2.5 V 4.213 1.000 100 26.496 to 0.0 4.213 0.0 50 234.250 188.33 2.635 0.0 5.213 0.1303 0.679 Vel = 11.08 50 234.250 20.40 2.5 0.0 9.750 100 27.175 to 0.0 0.0 0.0 54 234.250 208.73 2.635 0.0 9.750 0.1574 1.535 Vel = 12.28 54 234.250 36.08 2.5 V 4.213 9.000 100 28.710 to 0.0 4.213 0.0 59 234.250 _ _ 244.81 2.635 0.0 13.213 0.2115 2.795 Vel = 14.40 59 234.250 43.78 2.5 0.0 7.000 100 31.505 to 0.0 0.0 0.0 60 234.250 288.59 2.635 0.0 7.000 0.2867 2.007 Vel = 16.98 0.0 60 288.59 33.512 K Factor= 49.85 • 60 234.250 476.31 4 X 15.036 21.000 100 33.512 to 2V 12.78 27.815 0.0 65 234.250 476.31 4.26 0.0 48.815 0.0698 3.408 Vel = 10.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 11 Scholls Ferry Apartments Building 3 - Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf • 65 234.250 0.0 4 X 15.036 18.500 100 36.920 • to 0.0 15.035 8.048 a 66 216 476.31 4.26 0.0 33.535 0.0698 2.342 Vel = 1. 0.72 66 216 0.0 4 V 6.39 22.250 100 47.310 to 0.0 6.390 0.0 TDR 216 476.31 4.26 0.0 28.640 0.0698 2.000 Vel = 10.72 TDR 216 0.0 4 Bvca 7.518 5.000 100 49.310 to Dvc 19.734 54.317 4.331 BDR 206 476.31 4.26 S 20.674 59.317 0.0698 4.142 Vel = 10.72 V 6.39 BDR 206 0.0 4 E 13.167 12.000 120 57.783 to 0.0 13.167 0.0 UG16 206 476.31 4.26 0.0 25.167 0.0498 1.254 Vel = 10.72 UG16 206 0.0 4 T 31.864 39.000 150 59.037 to 0.0 31.864 0.0 UG17 206 476.31 4.07 0.0 70.864 0.0412 2.919 Vel = 11.75 0.0 UG17 476.31 61.956 K Facto_r= 60.51 UG4 206 0.0 6 0.0 93.750 150 62.078 / to 0.0 0.0 0.0 "_ UG5 206 0.0 5.86 0.0 93.750 0 0.0 Vel =0 , UG5 206 165.70 6 T 38.342 142.750 150 62.078 to 0.0 38.342 1.299 UG7 203 165.7 5.86 0.0 181.092 0.0010 0.179 Vel = 1.97 UG7 203 0.0 6 F 8.947 128.500 150 63.556 to 0.0 8.946 1.732 UG9 199 165.7 5.86 0.0 137.446 0.0010 0.137 Vel = 1.97 UG9 199 0.0 6 F 8.947 202.750 150 65.425 to 0.0 8.946 0.866 UG11 197 165.7 5.86 0.0 211.696 0.0010 0.209 Vel = 1.97 UG11 197 0.0 6 0.0 32.500 150 66.500 to 0.0 0.0 0.0 UG13 197 165.7 5.86 0.0 32.500 0.0010 0.032 Vel = 1.97 UG13 197 0.0 6 F 8.947 132.250 150 66.532 to 0.0 8.946 0.433 UG15 196 165.7 5.86 0.0 141.196 0.0010 0.140 Vel = 1.97 UG15 196 0.0 6 2F 17.893 125.000 150 67.105 to T 38.342 56.235 -0.866 UG20 198 - 165.7 5.86 0.0 181.235 0.0010 0.179 Vel = 1.97 UG20 198 -476.31 6 T 38.342 58.000 150 66.418 to 0.0 38.342 -1.732 UG19 202 -310.61 5.86 0.0 96.342 -0.0032 -0.305 Vel = 3.69 UG19 202 0.0 6 0.0 219.000 150 64.381 to 0.0 0.0 -1.732 UG17 206 - -310.61 5.86 - 0.0 219.000 -0.0032 -0.693 Vel = 3.69 - UG17 206 476.31 6 0.0 123.250 150 61.956 to 0.0 0.0 0.0 UG5 206 165.7 5.86 0.0 123.250 0.0010 0.122 Vel = 1.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F=inal Calculations - Hazen-Williams JET FIRE PROTECTION Page 12 Scholls Ferry Apartments Building 3- Dry System Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ****"* Notes ****" Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 UG5 165.70 62.078 K Factor= 21.03 UG20 198 476.31 6 0.0 159.000 150 66.418 to 0.0 0.0 1.299 UG22 195 476.31 5.86 0.0 159.000 0.0070 1.111 Vel = 5.67 UG22 195 0.0 6 F 8.947 108.000 150 68.828 to 0.0 8.946 0.0 UG23 195 476.31 5.86 0.0 116.946 0.0070 0.816 Vel = 5.67 UG23 195 0.0 8 Zcg 0.0 9.000 120 69.644 to 0.0 0.0 8.721 * * Fixed Loss=8.721 UG24 195 476.31 8.249 0.0 9.000 0.0020 0.018 Vel = 2.86 UG24 195 0.0 8 T 55.354 20.000 140 78.383 to 0.0 55.354 0.0 TEST 195 476.31 8.27 0.0 75.354 0.0015 0.111 Vel = 2.84 100.00 Qa = 100.00 TEST 576.31 _ _ _ 78.494 - K Factor= 65.05 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087