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5C/ :; 29 ?ii$ fict filz INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" PROpk-, GIN E °6i0 • di CC 54 9P T., , r VI 00e 0V G4( Nr•h, 15, LYNN EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 6 Drawing Location : 13351 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 6 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ar JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 6 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 6 Location: 13351 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 • r Design Remote area number: 2 Remote area location: 3rd Floor Residential Occupancy classification: R-2 Density: 0.10-Gpm/SqFt Area of application: 4 Heads -SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 172.58-GPM @ 74.734- Psi Type of system: Wet Volume of dry or preaction system: - Gal Water supply information Date: 12-14-2015 Location: 459' South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) 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 6 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 13.643 C2- Residual Pressure: 91 D2-System Flow : 72.58 C2- Residual Flow : 1450 D2- System Pressure : 74.734 Hose ( Demand ) : 100 D3-System Demand : 172.58 Safety Margin : 17.246 150 140 130 P 120 R110 E 100 Cl C2 S 90 s 80 D2 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 6 Date 9-1-2016 Fitting Legend Abbrev. Name '/2 % 1 1% 11/2 2 21/2 3 3'/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 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ✓ 90'Eli 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. i f Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIQw Summary - NFPA 2007 . JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 6 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 91.981 172.58 74.734 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HDI 207.0 4.9 7.04 13.0 HD2 207.0 4.9 12.04 17.0 HD3 207.0 4.9 7.04 13.0 1 226.5 4.37 16.1 17.55 K=K @ EQ1 2 226.5 4.05 17.64 17.0 K=K @ EQ2 3 226.5 18.57 4 226.5 4 18.64 17.28 K=K @ EQ3 5 226.5 20.11 6 226.5 4.37 22.49 20.74 K=K @ EQ1 7 226.5 25.88 8 226.5 37.83 9 226.5 38.97 - 10 207.0 50.85 11 207.0 53.32 12 207.0 54.31 1 TWR 207.0 55.71 BWR 197.0 61.25 UG 12 197.0 61.38 UG5 206.0 57.59 UG7 203.0 58.89 UG9 199.0 60.62 UG11 197.0 61.47 UG13 197.0 61.47 UG15 196.0 61.92 UG20 198.0 61.07 UG19 202.0 59.34 UG17 206.0 57.6 UG22 195.0 62.41 UG23 195.0 62.43 UG24 195.0 74.73 TEST 195.0 74.73 100.0 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 6 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 207 4.90 13.00 0.75 2N 14.0 2.000 150 7.039 to 0 3.0 17.000 0.0 EQ1 207 13.0 0.874 0.0 19.000 0.0944 1.793 Vel = 6.95 lt 0.0 EQ1 13.00 8.832 K Factor= 4.37 HD2 207 4.90 17.00 0.75 2N 14.0 2.000 150 12.037 to Eql 20.132 34.132 0.0 EQ2 207 17.0 0.874 0.0 36.132 0.1551 5.603 Vel = 9.09 0.0 EQ2 17.00 17.640 K Factor= 4.05 HD3 207 4.90 13.00 0.75 2N 14.0 3.000 150 7.039 to Eql 20.132 34.132 0.0 EQ3 207 13.0 0.874 0.0 37.132 0.0944 3.505 Vel = 6.95 0.0 EQ3 13.00 10.544 K Factor= 4.00 1 226.500 4.37 17.55 0.75 N 7.0 8.000 150 16.102 K= K @ EQ1 to 0.0 7.000 0.0 3 226.500 17.55 0.874 0.0 15.000 0.1645 2.468 Vel = 9.39 0.0 3 17.55 18.570 K Factor= 4.07 2 226.500 4.05 17.00 0.75 0 3.0 3.000 150 17.640 K= K @ EQ2 to 0.0 3.000 0.0 3 226.500 17.0 0.874 0.0 6.000 0.1550 0.930 Vel = 9.09 3 226.500 17.55 1 0.0 8.250 150 18.570 to 0.0 0.0 0.0 5 226.500 34.55 1.101 0.0 8.250 0.1872 1.544 Vel = 11.64 0.0 5 34.55 20.114 K Factor= 7.70 4 226.500 4.0 17.28 0.75 0 3.0 6.250 150 18.635 K= K @ EQ3 to 0.0 3.000 0.0 5 226.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 5 226.500 34.56 1 0.0 6.000 150 20.114 to 0.0 0.0 0.0 6 226.500 51.84 1.101 0.0 6.000 0.3962 2.377 Vel = 17.47 6 226.500 4.37 20.74 1.25 0 6.0 8.500 150 22.491 K= K @ EQ1 to 0.0 6.000 0.0 7 226.500 72.58 1.394 0.0 14.500 0.2341 3.394 Vel = 15.26 7 226.500 0.0 1.5 3N 27.0 72.250 150 25.885 to 0.0 27.000 0.0 8 226.500 72.58 1.598 0.0 99.250 0.1204 11.945 Vel = 11.61 8 226.500 0.0 1.5 0 8.0 1.500 150 37.830 to 0.0 8.000 0.0 , 9 226.500 72.58 1.598 0.0 9.500 0.1203 1.143 Vel = 11.61 9 226.500 0.0 1.5 N 9.0 19.500 150 38.973 - to 0.0 9.000 8.445 , 10 207 72.58 1.598 0.0 28.500 0.1204 3.431 Vel = 11.61 10 207 0.0 1.5 N 9.0 3.500 150 50.849 to 0 8.0 17.000 0.0 11 207 72.58 1.598 0.0 20.500 0.1203 2.467 Vel = 11.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ... JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 6 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 11 207 0.0 1.5 0.0 8.250 150 53.316 :to 0.0 0.0 0.0 . 12 207 72.58 1.598 0.0 8.250 0.1204 0.993 Vel = 11.61 12 207 0.0 2 0 10.0 25.000 150 54.309 to 0.0 10.000 0.0 TWR 207 72.58 2.003 0.0 35.000 0.0401 1.402 Vel = 7.39 TWR 207 0.0 2 3V 9.222 6.000 100 55.711 to Bvca 5.27 14.493 4.331 BWR 197 72.58 2.157 0.0 20.493 0.0591 1.212 Vel = 6.37 BWR 197 0.0 4 T 26.334 16.000 120 61.254 to S 28.968 68.469 0.0 UG12 197 72.58 4.26 E 13.167 84.469 0.0015 0.129 Vel = 1.63 UG12 197 0.0 4 T 31.864 39.500 150 61.383 to 0.0 31.864 0.0 UG13 197 72.58 4.07 0.0 71.364 0.0013 0.091 Vel = 1.79 0.0 UG13 72.58 61.474 K Factor= 9.2.6 UG5 206 -25.51 6 T 38.342 142.750 150 57.593 to 0.0 38.342 1.299 UG7 203 -25.51 5.86 0.0 181.092 0 -0.005 VeI = 0.30 UG7 203 0.0 6 F 8.947 128.500 150 58.887 to 0.0 8.946 1.732 UG9 199 -25.51 5.86 0.0 137.446 0 -0.004 Vel = 0.3.0 UG9 199 0.0 6 F 8.947 202.750 150 60.615 to 0.0 8.946 0.866 UG11 197 -25.51 5.86 0.0 2. 11.696 0 -0.006 Vel = 0.30 UG11 197 0.0 6 0.0 32.500 150 61.475 to 0.0 0.0 0.0 UG13 197 -25.51 5.86 0.0 32.500 0 -0.001 Vel = 0.30 UG13 197 72.58 6 F 8.947 132.250 150 61.474 to 0.0 8.946 0.433 UG15 196 47.07 5.86 0.0 141.196 0.0001 0.013 Vel = 0.56 UG15 196 0.0 6 2F 17.893 125.000 150 61.920 to T 38.342 56.235 -0.866 UG20 198 47.07 5.86 0.0 181.235 0.0001 0.018 Vel = 0.56 UG20 198 -72.58 6 T 38.342 58.000 150 61.072 to 0.0 38.342 -1.732 UG19 202 -25.51 5.86 0.0 96.342 0 -0.004 Vel = 0.30 UG19 202 0.0 6 0.0 219.000 150 59.336 to 0.0 0.0 -1.732 UG17 206 _ -25.51 5.86 0.0 219.000 0 -0.007 Vel = 0.30 UG17 206 0.0 6 0.0 123.250 150 57.597 to 0.0 0.0 0.0 - UG5 206 -25.51 5.86 0.0 123.250 0 -0.004 Vel = 0.30 0.0 UG5 -25.51 57.593 K Factor= -3.36 UG20 198 72.58 6 0.0 159.000 150 61.072 to 0.0 0.0 1.299 UG22 195 72.58 5.86 0.0 159.000 0.0002 0.034 Vel = 0.86 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 6 Date 9-1-2016 Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG22 195 0.0 6 F 8.947 108.000 150 62.405 to 0.0 8.946 0.0 UG23 195 72.58 5.86 0.0 116.946 0.0002 0.025 Vel = 0.86 UG23 195 0.0 8 Zcg 0.0 9.000 120 62.430 to 0.0 0.0 12.300 ** Fixed Loss = 12.3 UG24 195 72.58 8.249 0.0 9.000 0.0001 0.001 Vel = 0.44 UG24 195 0.0 8 T 55.354 20.000 140 74.731 to 0.0 55.354 0.0 TEST 195 72.58 8.27 0.0 75.354 0 0.003 Vel = 0.43 100.00 Qa = 100.00 TEST 172.58 74.734 K Factor= 19.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 41Irie 2016 INDUSTRIE ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project.. " eco PROF`cs ��c NEF. 0 't• / 54 9P'i� i jl O '�t� ' ' , F Y 14 15,vooe 20'J<< kLYNN SSP I EXPIRES: 06-30-2018 I JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 6 Drawing Location : 13351 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 6 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 6 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 6 Location: 13351 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 Design Remote area number: 2 Remote area location: 3rd Floor Residential Occupancy classification: R-2 Density: 0.10-Gpm/SgFt Area of application: 4 Heads-SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: - GPM Hose streams: 100-GPM Total water required(including hose streams): 172.58- GPM @ 74.734 - Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 12-14-2015 Location: 459' South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 6 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 ' 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 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 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 Water Supply Curve C . , JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 6 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 13.643 C2- Residual Pressure: 91 D2-System Flow : 72.58 C2- Residual Flow : 1450 D2-System Pressure : 74.734 Hose ( Demand ) : 100 D3-System Demand : 172.58 Safety Margin : 17.246 150 140 130 P 120 R 110 E 100 Cl C2 S 90 S 80 D2 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ Flow Summary - NFPA 2007 . JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 6 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 91.981 172.58 74.734 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HDI 207.0 4.9 7.04 13.0 HD2 207.0 4.9 12.04 17.0 HD3 207.0 4.9 7.04 13.0 1 226.5 4.37 16.1 17.55 K=K @ EQ1 2 226.5 4.05 17.64 17.0 K=K @ EQ2 3 226.5 18.57 4 226.5 4 18.64 17.28 K=K @ EQ3 5 226.5 20.11 6 226.5 4.37 22.49 20.74 K=K @ EQ1 7 226.5 25.88 8 226.5 37.83 9 226.5 38.97 10 207.0 50.85 11 207.0 53.32 12 207.0 54.31 TWR 207.0 55.71 BWR 197.0 61.25 UG12 197.0 61.38 UG5 206.0 57.59 UG7 203.0 58.89 UG9 199.0 60.62 UG11 197.0 61.47 UG13 197.0 61.47 UG15 196.0 61.92 UG20 198.0 61.07 UG19 202.0 59.34 UG17 206.0 57.6 UG22 195.0 62.41 UG23 195.0 62.43 UG24 195.0 74.73 TEST 195.0 74.73 100.0 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 6 Date 9-1-2016 Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 207 4.90 13.00 0.75 2N 14.0 2.000 150 7.039 to 0 3.0 17.000 0.0 • EQ1 207 13.0 0.874 0.0 19.000 0.0944 1.793 Vel = 6.95 0.0 EQ1 13.00 8.832 K Factor= 4.37 HD2 207 4.90 17.00 0.75 2N 14.0 2.000 150 12.037 to EqI 20.132 34.132 0.0 EQ2 207 17.0 0.874 0.0 36.132 0.1551 5.603 Vel = 9.09 0.0 EQ2 17.00 17.640 K Factor= 4.05 HD3 207 4.90 13.00 0.75 2N 14.0 3.000 150 7.039 to EqI 20.132 34.132 0.0 EQ3 207 13.0 0.874 0.0 37.132 0.0944 3.505 Vel = 6.95 0.0 EQ3 _ 13.00 10.544 K Factor= 4.00 1 226.500 4.37 17.55 0.75 N 7.0 8.000 150 16.102 K= K @ EQ1 to 0.0 7.000 0.0 3 226.500 17.55 0.874 0.0 15.000 0.1645 2.468 Vel = 9.39 0.0 3 17.55 18.570 K Factor= 4.07 2 226.500 4.05 17.00 0.75 0 3.0 3.000 150 17.640 K= K @ EQ2 to 0.0 3.000 0.0 3 226.500 17.0 0.874 0.0 6.000 0.1550 0.930 Vel = 9.09 r 3 226.500 17.55 1 0.0 8.250 150 18.570 to 0.0 0.0 0.0 5 226.500 34.55 1.101 0.0 8.250 0.1872 1.544 Vel = 11.64 0.0 5 34.55 20.114 K Factor= 7.70 4 226.500 4.0 17.28 0.75 0 3.0 6.250 150 18.635 K= K @ EQ3 to 0.0 3.000 0.0 5 226.500 17.28 0.874 0.0 9.250 0.1599 1.479 Vel = 9.24 5 226.500 34.56 1 0.0 6.000 150 20.114 to 0.0 0.0 0.0 6 226.500 51.84 1.101 0.0 6.000 0.3962 2.377 Vel = 17.47 6 226.500 4.37 20.74 1.25 0 6.0 8.500 150 22.491 K= K @ EQ1 to 0.0 6.000 0.0 7 226.500 72.58 1.394 0.0 14.500 0.2341 3.394 Vel = 15.26 7 226.500 0.0 1.5 3N 27.0 72.250 150 25.885 to 0.0 27.000 0.0 8 226.500 72.58 1.598 0.0 99.250 0.1204 11.945 Vel = 11.61 8 226.500 0.0 1.5 0 8.0 1.500 150 37.830 to 0.0 8.000 0.0 9 226.500 72.58 1.598 0.0 9.500 0.1203 1.143 Vel = 11.61 9 226.500 0.0 1.5 N 9.0 19.500 150 38.973 • to 0.0 9.000 8.445 10 207 72.58 1.598 0.0 28.500 0.1204 3.431 VeI = 11.61 10 207 0.0 1.5 N 9.0 3.500 150 50.849 to 0 8.0 17.000 0.0 11 207 72.58 1.598 0.0 20.500 0.1203 2.467 Vel = 11.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 6 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe **"**** Notes ****"* Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 11 207 0.0 1.5 0.0 8.250 150 53.316 :to 0.0 0.0 0.0 12 207 72.58 1.598 0.0 8.250 0.1204 0.993 Vel = 11.61 12 207 0.0 2 0 10.0 25.000 150 54.309 to 0.0 10.000 0.0 TWR 207 72.58 2.003 0.0 35.000 0.0401 1.402 Vel = 7.39 TWR 207 0.0 2 3V 9.222 6.000 100 55.711 to Bvca 5.27 14.493 4.331 BWR 197 72.58 2.157 0.0 20.493 0.0591 1.212 Vel = 6.37 BWR 197 0.0 4 T 26.334 16.000 120 61.254 to S 28.968 68.469 0.0 UG12 197 72.58 4.26 E 13.167 84.469 0.0015 0.129 Vel = 1.63 UG12 197 0.0 4 T 31.864 39.500 150 61.383 to 0.0 31.864 0.0 UG13 197 72.58 4.07 0.0 71.364 0.0013 0.091 Vel = 1.79 0.0 1 UG13 72.58 61.474 K Factor= 9.26 1 UG5 206 -25.51 6 T 38.342 142.750 150 57.593 to 0.0 38.342 1.299 UG7 203 -25.51 5.86 0.0 181.092 0 -0.005 Vel = 0.30 UG7 203 0.0 6 F 8.947 128.500 150 58.887 - to 0.0 8.946 1.732 UG9 199 -25.51 5.86 0.0 137.446 0 -0.004 Vel = 0.30 UG9 199 0.0 6 F 8.947 202.750 150 60.615 to 0.0 8.946 0.866 UG11 197 -25.51 5.86 0.0 211.696 0 -0.006 Vel = 0.30 UG11 197 0.0 6 0.0 32.500 150 61.475 to 0.0 0.0 0.0 UG13 197 -25.51 5.86 0.0 32.500 0 -0.001 Vel = 0.30 UG13 197 72.58 6 F 8.947 132.250 150 61.474 to 0.0 8.946 0.433 UG15 196 47.07 5.86 0.0 141.196 0.0001 0.013 Vel = 0.56 UG15 196 0.0 6 2F 17.893 125.000 150 61.920 to T 38.342 56.235 -0.866 UG20 198 47.07 5.86 0.0 181.235 0.0001 0.018 Vel = 0.56 UG20 198 -72.58 6 T 38.342 58.000 150 61.072 to 0.0 38.342 -1.732 UG19 202 -25.51 5.86 0.0 96.342 0 -0.004 Vel = 0.30 UG19 202 0.0 6 0.0 219.000 150 59.336 to 0.0 0.0 -1.732 UG17 206 -25.51 5.86 0.0 219.000 0 -0.007 Vel = 0.30 UG17 206 0.0 6 0.0 123.250 150 57.597 • to 0.0 0.0 0.0 • UG5 206 -25.51 5.86 0.0 123.250 0 -0.004 Vel = 0.30 0.0 UG5 -25.51 57.593 K Factor= -3.36 UG20 198 72.58 6 0.0 159.000 150 61.072 to 0.0 0.0 1.299 UG22 195 72.58 5.86 0.0 159.000 0.0002 0.034 Vel = 0.86 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 6 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG22 195 0.0 6 F 8.947 108.000 150 62.405 to 0.0 8.946 0.0 UG23 195 72.58 5.86 0.0 116.946 0.0002 0.025 Vel = 0.86 UG23 195 0.0 8 Zcg 0.0 9.000 120 62.430 to 0.0 0.0 12.300 * * Fixed Loss = 12.3 UG24 195 72.58 8.249 0.0 9.000 0.0001 0.001 Vel = 0.44 UG24 195 0.0 8 T 55.354 20.000 140 74.731 to 0.0 55.354 0.0 TEST 195 72.58 8.27 _0.0 75.354 0 0.003 Vel = 0.43 100.00 Qa = 100.00 TEST 172.58 74.734 K Factor= 19.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087