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104 BRIDGE STREET - CALCS Project Name : RENOVATED RESIDENTIAL BUILDING Drawing No. : 4659 Project Location: 104 BRIDGE STREET City: SALEM, MA 01970CALCULATION SUMMARYDesign AreasDesign AreaNameMin.DensityArea ofApplicationOccupancyCalculatedHeadsMin.PressureHoseStreamsTotal WaterPressure @SourceMargin ToSource(gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi)Min.Flow(gpm)Calc. Mode(Model) 1RES 13R434165850.06216410019.813.2Demand (HW) 2ORD HAZ I964504.884.50.1517.31325015.69.5Demand (HW)Date 9/13/2017Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGESTREET - FP.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 1 THIRD FLOOR UNIT RES 13R 0.062 434 256 4 0 100 165 65 Wet 269.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 8/17/2014 87 BRIDGE STREET W1 THIS CALCULATION INCLUDES THE AREA PROTECTED BY THE HMD 4 RESIDENTIAL SPRINKLER HEADS ON THE THIRD FLOOR Project Name : RENOVATED RESIDENTIAL BUILDING Contract No. : 4659 Project Location: 104 BRIDGE STREET City: SALEM, MA 01970 Date: 9/12/2017 Name of Contractor: TO BE DETERMINED Address: Phone Number: Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: E-mail: Job Information Contractor Information Notes Date 9/13/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Diagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 9/13/2017Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 85 1350 75 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 65 0 0 65 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 65 65 N/A Sprinklers Other Date 9/13/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 1SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi9080706050403020100S1S272.848D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500Date 9/13/2017Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGESTREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 85Supply point #1 - Static 1350S2 75Supply point #2 - Residual 0D1 10.8Elevation Pressure 65D2 65System Demand 165D3 65System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 77.1Supply84.9 19.8 165 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S1 4.4 0.05 12.8 13.2 0.064 14.116.5256Overhead Sprinkler S2 4.4 0.05 12.8 13.2 0.063 13.416.1256Overhead Sprinkler S3 4.4 0.05 12.8 13.2 0.062 13.216256Overhead Sprinkler S4 4.4 0.05 12.8 13.2 0.064 13.916.4256Overhead Sprinkler Date 9/13/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: S3 024 27 27 4.4 16 16 1 1.101 1x(BM.Tee-Br)=5 0.73 5 5.73 150 0.0448 13.2 0 0.3 024 S4 27 27 4.4 4.2 20.2 1 1.101 7.07 0 7.07 150 0.0692 13.5 0 0.5 S4 020 27 27 4.4 16.4 36.7 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 17.41 15 32.41 150 0.2082 13.9 0 6.7 020 029 27 18 28.4 65 1.25 1.394 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=12 2x(BM.90)=12 15.75 25 40.75 150 0.1908 20.7 3.9 7.8 029 059 18 18 -7.7 57.4 1.25 1.394 1x(BM.Tee-Br)=6 0.5 6 6.5 150 0.1513 32.4 0 1 059 101 18 1.42 7.7 65 1.25 1.394 1x(BM.Tee-Run)=1 1x(us.90)=4.76 16.58 5.76 22.34 150 0.1908 33.3 7.2 4.3 101 103 1.42 1.42 0 65 1.25 1.442 1x(us.Tee-Br)=7.43 1x(us.90)=3.72 22.35 11.15 33.5 120 0.2446 44.8 0 8.2 103 105 1.42 1 0 65 1.25 1.38 1x(us.Tee-Br)=6 0.42 6 6.42 120 0.303 53 0.2 1.9 105 108 1 1 0 65 2 2.157 1x(us.90)=6.15 18.34 6.15 24.49 120 0.0344 55.1 0 0.8 108 109-O 1 1 0 65 2.5 2.635 1x(coupling)=1.37 6.51 1.37 7.88 120 0.013 56 0 0.1 109-O 109-I 1 1 0 65 2.5 0 2.33 0 2.33 0 2.9649 56.1 0 6.9 AmesC200H 109-I 112 1 -6 0 65 2.5 2.635 1x(coupling)=1.37 2x(us.90)=16.47 12.35 17.85 30.2 120 0.013 63 3 0.4 112 114 -6 -6 0 65 2 1.959 1x(us.90)=5.81 1x(us.Tee-Br)=11.63 37.98 17.44 55.43 150 0.0364 66.4 0 2 114 115 -6 -6 0 65 6 6.4 1x(us.90)=24.19 66.92 24.19 91.12 140 0.0001 68.4 0 0.0 115 W1 -6 2 0 65 8 8.55 2x(us.90)=63.4 43.92 63.4 107.32 140 0.0000 68.4 -3.5 0 W1 65 Date 9/13/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION 2Path No: S2 006 27 27 4.4 16.1 11.9 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 2x(BM.90)=10 18.83 16 34.83 150 0.0259 13.4 0 0.9 006 020 27 27 16.5 28.4 1 1.101 3x(BM.Tee-Br)=15 1x(BM.90)=5 28.98 20 48.98 150 0.1296 14.3 0 6.3 020 20.7 3Path No: S2 024 27 27 4.4 16.1 4.2 1 1.101 1x(BM.Tee-Run)=1 2.93 1 3.93 150 0.0038 13.4 0 0.0 024 13.5 4Path No: S1 006 27 27 4.4 16.5 16.5 1 1.101 1x(BM.Tee-Br)=5 0.86 5 5.86 150 0.0475 14.1 0 0.3 006 14.3 5Path No: 029 031 18 18 0 7.7 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.90)=6 7.16 7 14.16 150 0.0036 32.4 0 0.1 031 058 18 18 0 7.7 1 1.101 2x(BM.90)=10 3x(BM.Tee-Br)=15 54.02 25 79.02 150 0.0115 32.4 0 0.9 058 059 18 18 0 7.7 1.25 1.394 1x(BM.Tee-Br)=6 1.18 6 7.18 150 0.0036 33.3 0 0.0 059 33.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.95 ft/s occurs in the following pipe(s): (105-103) Date 9/13/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Device GraphsJob : RENOVATED RESIDENTIAL BUILDING Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm02003004005006007008009001000 1350Pressure, psi95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 1; BFP Ref.: 162 (AmesC200H, Size = 2.5) Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 6.9 psi @ 65 gpm Date 9/13/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 2 BASEMENT ORD HAZ I 0.15 964 115 13 0 250 504.8 67.7 Wet 267.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 8/17/2014 87 BRIDGE STREET W1 THIS CALCULATION INCLUDES THE HMD 964 SF OF UTILITY SPACE WITHIN THE BASEMENT LEVEL Project Name : RENOVATED RESIDENTIAL BUILDING Contract No. : 4659 Project Location: 104 BRIDGE STREET City: SALEM, MA 01970 Date: 9/12/2017 Name of Contractor: TO BE DETERMINED Address: Phone Number: Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: E-mail: Job Information Contractor Information Notes Date 9/13/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Diagram for Design Area : 2 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 9/13/2017Page 11Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft³) Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 85 1350 75 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 250 250 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 254.8 0 0 254.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 67.7 254.8 N/A Sprinklers Other Date 9/13/2017 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 2SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi9080706050403020100S1S272.848D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500Date 9/13/2017Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGESTREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 85Supply point #1 - Static 1350S2 75Supply point #2 - Residual 0D1 -0.3Elevation Pressure 254.8D2 67.7System Demand 504.8D3 67.7System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 286.9Supply84.4 15.6 504.8 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type B1 5.6 0.15 17.3 9.5 0.15 9.517.3115Overhead Sprinkler B10 5.6 0.15 17.3 9.5 0.165 11.519115Overhead Sprinkler B12 5.6 0.15 17.3 9.5 0.201 17.123.1115Overhead Sprinkler B13 5.6 0.15 17.3 9.5 0.197 16.322.6115Overhead Sprinkler B14 5.6 0.15 17.3 9.5 0.194 15.922.3115Overhead Sprinkler B2 5.6 0.15 17.3 9.5 0.157 10.518.1115Overhead Sprinkler B3 5.6 0.15 17.3 9.5 0.163 11.218.8115Overhead Sprinkler B4 5.6 0.15 17.3 9.5 0.172 12.519.8115Overhead Sprinkler B5 5.6 0.15 17.3 9.5 0.163 11.118.7115Overhead Sprinkler B6 5.6 0.15 17.3 9.5 0.152 9.817.5115Overhead Sprinkler B7 5.6 0.15 17.3 9.5 0.16 10.818.4115Overhead Sprinkler B8 5.6 0.15 17.3 9.5 0.166 11.619.1115Overhead Sprinkler B9 5.6 0.15 17.3 9.5 0.175 12.920.1115Overhead Sprinkler Date 9/13/2017 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION Node 1 Node 2 Elev 1 Elev 2 (ft) K-Factor 1 K-Factor 2 (gpm/psi½) Flow added (q) Total flow (Q) (gpm) Nominal ID Actual ID (in) Fittings quantity x (name) = length (ft) L F T (ft) C Factor Pf per ft (psi) total (Pt) elev (Pe) frict (Pf) (psi) NOTES 1Path No: B1 B2 1.42 1.42 5.6 5.6 17.3 17.3 1 1.049 9.8 0 9.8 120 0.0986 9.5 0 1 B2 B3 1.42 1.42 5.6 5.6 18.1 35.4 1.25 1.38 8 0 8 120 0.098 10.5 0 0.8 B3 133 1.42 1.42 5.6 18.8 54.1 1.25 1.38 1x(us.Tee-Br)=6 4.66 6 10.66 120 0.2156 11.2 0 2.3 133 131 1.42 1 38.5 92.7 1.25 1.38 1x(us.Tee-Br)=6 0.42 6 6.42 120 0.5834 13.5 0.2 3.7 131 130 1 1 0 92.7 2 2.157 7.86 0 7.86 120 0.0663 17.5 0 0.5 130 105 1 1 94.1 186.7 2 2.157 7.72 0 7.72 120 0.2427 18 0 1.9 105 108 1 1 68.1 254.8 2 2.157 1x(us.90)=6.15 18.34 6.15 24.49 120 0.4316 19.9 0 10.6 108 109-O 1 1 0 254.8 2.5 2.635 1x(coupling)=1.37 6.51 1.37 7.88 120 0.1628 30.4 0 1.3 109-O 109-I 1 1 0 254.8 2.5 0 2.33 0 2.33 0 2.6029 31.7 0 6.1 AmesC200H 109-I 112 1 -6 0 254.8 2.5 2.635 1x(coupling)=1.37 2x(us.90)=16.47 12.35 17.85 30.2 120 0.1628 37.8 3 4.9 112 114 -6 -6 0 254.8 2 1.959 1x(us.90)=5.81 1x(us.Tee-Br)=11.63 37.98 17.44 55.43 150 0.4563 45.7 0 25.3 114 115 -6 -6 0 254.8 6 6.4 1x(us.90)=24.19 66.92 24.19 91.12 140 0.0016 71 0 0.1 115 W1 -6 2 0 254.8 8 8.55 2x(us.90)=63.4 43.92 63.4 107.32 140 0.0004 71.2 -3.5 0.0 W1 67.7 Date 9/13/2017 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION 2Path No: B6 B7 1.42 1.42 5.6 5.6 17.5 17.5 1 1.049 9.8 0 9.8 120 0.1014 9.8 0 1 B7 B8 1.42 1.42 5.6 5.6 18.4 35.9 1.25 1.38 8 0 8 120 0.1008 10.8 0 0.8 B8 134 1.42 1.42 5.6 19.1 55 1.25 1.38 1x(us.Tee-Br)=6 4.66 6 10.66 120 0.2218 11.6 0 2.4 134 130 1.42 1 39.1 94.1 1.25 1.38 1x(us.Tee-Br)=6 0.42 6 6.42 120 0.6001 13.9 0.2 3.9 130 18 3Path No: B5 B4 1.42 1.42 5.6 5.6 18.7 18.7 1 1.049 12.16 0 12.16 120 0.1145 11.1 0 1.4 B4 133 1.42 1.42 5.6 19.8 38.5 1.25 1.38 1x(us.Tee-Br)=6 2.65 6 8.65 120 0.1149 12.5 0 1 133 13.5 4Path No: B10 B9 1.42 1.42 5.6 5.6 19 19 1 1.049 12.16 0 12.16 120 0.1178 11.5 0 1.4 B9 134 1.42 1.42 5.6 20.1 39.1 1.25 1.38 1x(us.Tee-Br)=6 2.65 6 8.65 120 0.1181 12.9 0 1 134 13.9 5Path No: B14 B13 1.42 1.42 5.6 5.6 22.3 22.3 1.25 1.442 12.16 0 12.16 120 0.0338 15.9 0 0.4 B13 103 1.42 1.42 5.6 22.6 45 1.25 1.442 1x(us.Tee-Br)=7.43 2.65 7.43 10.09 120 0.1234 16.3 0 1.2 103 105 1.42 1 23.1 68.1 1.25 1.38 1x(us.Tee-Br)=6 0.42 6 6.42 120 0.3298 17.6 0.2 2.1 105 19.9 6Path No: B14 101 1.42 1.42 5.6 22.3 0 1.25 1.442 2x(us.90)=7.43 7.54 7.43 14.97 120 0 15.9 0 0 101 0 Date 9/13/2017 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION 7Path No: B12 103 1.42 1.42 5.6 23.1 23.1 1.25 1.38 1x(us.Tee-Br)=6 4.66 6 10.66 120 0.0447 17.1 0 0.5 103 17.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.13 ft/s occurs in the following pipe(s): (114-112) Date 9/13/2017 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg Device GraphsJob : RENOVATED RESIDENTIAL BUILDING Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm02003004005006007008009001000 1350Pressure, psi95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 2; BFP Ref.: 162 (AmesC200H, Size = 2.5) Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 6.1 psi @ 254.8 gpm Date 9/13/2017 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+INDEPENDENT+\4659 - 104 Bridge Street - Bates\104 BRIDGE STREET - FP.dwg