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107 BRIDGE STREET - CALCS Project Name : RENOVATED RESIDENTIAL BUILDING Drawing No. : 4807 Project Location: 107 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 13R326175.2Required55.50.05618410029.313.5Demand (HW) 2ORD HAZ I1282605.7Required74.60.1518172508.110.3Demand (HW)Date 3/26/2019Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 107 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) 1 THIRD FLOOR UNIT RES 13R 0.056 326 324 4 0 100 175.2 55.5 Wet 298.3 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. : 4807 Project Location: 107 BRIDGE STREET City: SALEM, MA 01970 Date: 3/25/2019 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 3/26/2019 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Diagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/26/2019Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 107 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 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 85 75 1350 85 175.2 55.5 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) 75.2 0 0 75.2 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 55.5 75.2 N/A Sprinklers Other Date 3/26/2019 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S272.848D1D2D2D3SupplySystem DemandAdd. Out. Hose0 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500Date 3/26/2019Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 107 BRIDGE STREET - 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 11Elevation Pressure 75.2D2 55.5System Demand 175.2D3 55.5System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 98.9Supply84.9 29.3 175.2 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 4.9 0.05 16.2 13.5 0.056 13.518324Overhead Sprinkler S2 4.9 0.05 16.2 13.5 0.057 14.218.4324Overhead Sprinkler S3 4.9 0.05 16.2 13.5 0.059 15.419.2324Overhead Sprinkler S4 4.9 0.05 16.2 13.5 0.06 15.919.5324Overhead Sprinkler Date 3/26/2019 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 002 Node NODE BM.Tee 0 27 685.18 -111.35 004 Node NODE BM.Tee 0 27 679.94 -111.35 012 Node NODE BM.Tee 0 27 689.39 -111.35 121 Node NODE us.90 0 1 708.65 -99.56 123 Node NODE us.Tee 0 1 709.57 -106.67 152 Node NODE us.Tee 0 1 720.87 -106.67 155-I Node NODE coupling 0 -5 723.61 -102.55 155-O Node NODE coupling 0 -5 723.37 -104.87 157 Node NODE us.90 0 -6 723.72 -101.4 158 Node NODE us.90 0 -6 736.17 -101.4 S1 Overhead Sprinkler HEAD 4.9 0 27.42 324 679.94 -97.82 S2 Overhead Sprinkler HEAD 4.9 0 27.42 324 679.94 -109.82 S3 Overhead Sprinkler HEAD 4.9 0 27.42 324 690.66 -99.32 S4 Overhead Sprinkler HEAD 4.9 0 27.42 324 685.18 -116.36 W1 Supply SUPPLY 0 2 847.1 -150.5 Date 3/26/2019 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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: S1 S2 27.42 27.42 4.9 4.9 18 18 1 1.101 12 0 12 150 0.0558 13.5 0 0.7 S2 004 27.42 27 4.9 18.4 36.4 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.95 10 11.95 150 0.2059 14.2 0.2 2.5 004 002 27 27 0 36.4 1.5 1.598 2x(BM.Tee-Run)=2 5.25 2 7.25 150 0.0336 16.8 0 0.2 002 012 27 27 19.5 56 1.5 1.598 1x(BM.Tee-Run)=1 4.21 1 5.21 150 0.0743 17.1 0 0.4 012 121 27 1 19.2 75.2 1.5 1.598 7x(BM.Tee-Run)=7 1x(us.90)=5.82 2x(BM.90)=16 2x(BM.Tee-Br)=16 61.79 44.82 106.61 150 0.1283 17.4 11.3 13.7 121 123 1 1 0 75.2 1.5 1.68 2x(us.Tee-Br)=19.68 8.04 19.68 27.72 120 0.152 42.4 0 4.2 123 152 1 1 0 75.2 2 2.157 11.3 0 11.3 120 0.045 46.6 0 0.5 152 155-O 1 -5 0 75.2 2.5 2.635 1x(coupling)=1.37 2x(us.90)=16.47 10.13 17.85 27.98 120 0.017 47.1 2.6 0.5 155-O 155-I -5 -5 0 75.2 2.5 0 2.33 0 2.33 0 3.0508 50.2 0 7.1 AmesC200H *** 155-I 157 -5 -6 0 75.2 2.5 2.635 2x(us.90)=16.47 2.15 16.47 18.62 120 0.017 57.3 0.4 0.3 157 158 -6 -6 0 75.2 2 1.959 1x(us.90)=5.81 12.45 5.81 18.27 150 0.0476 58.1 0 0.9 158 W1 -6 2 0 75.2 6 6.4 3x(us.90)=72.58 168.02 72.58 240.6 140 0.0002 58.9 -3.5 0.0 W1 55.5 2Path No: S3 012 27.42 27 4.9 19.2 19.2 1 1.101 2x(BM.Tee-Br)=10 1x(BM.Tee-Run)=1 1x(BM.90)=5 13.72 16 29.72 150 0.063 15.4 0.2 1.9 012 17.4 Date 3/26/2019 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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 3Path No: S4 002 27.42 27 4.9 19.5 19.5 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 5.42 10 15.42 150 0.0648 15.9 0.2 1 002 17.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 12.28 ft/s occurs in the following pipe(s): (004-S2) Date 3/26/2019 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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.: 224 (AmesC200H, Size = 2.5); Inlet Node: 155-I; Outlet Node: 155-O Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 7.1 psi @ 75.2 gpm Date 3/26/2019 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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 1282 120 17 0 250 605.7 74.6 Wet 299.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 8/17/2014 87 BRIDGE STREET W1 THIS CALCULATION INCLUDES THE HMD 1282 SF OF UTILITY SPACE WITHIN THE BASEMENT LEVEL Project Name : RENOVATED RESIDENTIAL BUILDING Contract No. : 4807 Project Location: 107 BRIDGE STREET City: SALEM, MA 01970 Date: 3/25/2019 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 3/26/2019 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Diagram for Design Area : 2 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/26/2019Page 12Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 107 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 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 85 75 1350 84.2 605.7 74.6 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) 355.7 0 0 355.7 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 74.6 355.7 N/A Sprinklers Other Date 3/26/2019 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Hydraulic Analysis for : 2Flow, gpmPressure, psi9080706050403020100S1S272.848D1D2D2D3SupplySystem DemandAdd. Out. Hose0 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500Date 3/26/2019Page 14Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 107 BRIDGE STREET - 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 355.7D2 74.6System Demand 605.7D3 74.6System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 379.2Supply84 8.1 605.7 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 S10 5.6 0.15 18 10.3 0.179 14.721.5120Overhead Sprinkler S11 5.6 0.15 18 10.3 0.2 18.424120Overhead Sprinkler S12 5.6 0.15 18 10.3 0.159 11.619.1120Overhead Sprinkler S13 5.6 0.15 18 10.3 0.171 13.420.5120Overhead Sprinkler S14 5.6 0.15 18 10.3 0.172 13.620.7120Overhead Sprinkler S15 5.6 0.15 18 10.3 0.181 1521.7120Overhead Sprinkler S16 5.6 0.15 18 10.3 0.183 15.422120Overhead Sprinkler S17 5.6 0.15 18 10.3 0.191 16.722.9120Overhead Sprinkler S21 5.6 0.15 15 7.2 0.202 1320.2100Overhead Sprinkler S22 5.6 0.15 15 7.2 0.206 13.520.6100Overhead Sprinkler S23 5.6 0.15 15 7.2 0.222 15.722.2100Overhead Sprinkler S24 5.6 0.15 15 7.2 0.232 17.123.2100Overhead Sprinkler S5 5.6 0.15 18 10.3 0.162 12.119.5120Overhead Sprinkler Date 3/26/2019 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg S6 5.6 0.15 18 10.3 0.169 13.120.2120Overhead Sprinkler S7 5.6 0.15 18 10.3 0.158 11.418.9120Overhead Sprinkler S8 5.6 0.15 18 10.3 0.15 10.318120Overhead Sprinkler S9 5.6 0.15 18 10.3 0.172 13.620.7120Overhead Sprinkler Date 3/26/2019 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft S8 Overhead Sprinkler HEAD 5.6 0 1.42 120 679.65 -124.27 S7 Overhead Sprinkler HEAD 5.6 0 1.42 120 679.65 -114.27 S12 Overhead Sprinkler HEAD 5.6 0 1.42 120 691.65 -124.27 S5 Overhead Sprinkler HEAD 5.6 0 1.42 120 679.65 -96.27 S6 Overhead Sprinkler HEAD 5.6 0 1.42 120 679.65 -104.27 S13 Overhead Sprinkler HEAD 5.6 0 1.42 120 694.65 -114.27 S9 Overhead Sprinkler HEAD 5.6 0 1.42 120 691.65 -96.27 S14 Overhead Sprinkler HEAD 5.6 0 1.42 120 699.84 -121.55 S10 Overhead Sprinkler HEAD 5.6 0 1.42 120 691.65 -104.27 S15 Overhead Sprinkler HEAD 5.6 0 1.42 120 699.84 -111.55 S16 Overhead Sprinkler HEAD 5.6 0 1.42 120 702.5 -96.27 S21 Overhead Sprinkler HEAD 5.6 0 1.42 100 705.37 -123.69 S22 Overhead Sprinkler HEAD 5.6 0 1.42 100 705.37 -119.6 S23 Overhead Sprinkler HEAD 5.6 0 1.42 100 705.37 -115.17 S17 Overhead Sprinkler HEAD 5.6 0 1.42 120 702.5 -104.27 S11 Overhead Sprinkler HEAD 5.6 0 1 120 687.65 -114.27 S24 Overhead Sprinkler HEAD 5.6 0 1.42 100 705.37 -110.25 132 Node NODE us.Tee 0 1.42 679.65 -106.67 130 Node NODE us.Tee 0 1 679.65 -106.67 133 Node NODE us.Tee 0 1 687.65 -108.67 129 Node NODE us.Tee 0 1 687.65 -106.67 128 Node NODE us.Tee 0 1 691.65 -106.67 127 Node NODE us.Tee 0 1 694.65 -106.67 126 Node NODE us.Tee 0 1 699.84 -106.67 125 Node NODE us.Tee 0 1 702.5 -106.67 Date 3/26/2019 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Job : RENOVATED RESIDENTIAL BUILDING Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K-Fact. Stat. Pres. gpm/psi½ psi Elev Coverage ft ft² X Y ft ft 124 Node NODE us.Tee 0 1 705.37 -106.67 152 Node NODE us.Tee 0 1 720.87 -106.67 155-O Node NODE coupling 0 -5 723.37 -104.87 155-I Node NODE coupling 0 -5 723.61 -102.55 157 Node NODE us.90 0 -6 723.72 -101.4 W1 Supply SUPPLY 0 2 847.1 -150.5 158 Node NODE us.90 0 -6 736.17 -101.4 Date 3/26/2019 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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: S8 S7 1.42 1.42 5.6 5.6 18 18 1 1.049 10 0 10 120 0.1067 10.3 0 1.1 S7 132 1.42 1.42 5.6 18.9 36.9 1 1.049 1x(us.Tee-Br)=5 7.6 5 12.6 120 0.4033 11.4 0 5.1 132 130 1.42 1 39.7 76.6 1.25 1.38 1x(us.Tee-Br)=6 0.42 6 6.42 120 0.4102 16.5 0.2 2.6 130 129 1 1 0 76.6 2 2.157 8 0 8 120 0.0466 19.3 0 0.4 129 128 1 1 24 100.6 2 2.157 4 0 4 120 0.0772 19.7 0 0.3 128 127 1 1 42.2 142.8 2 2.157 3 0 3 120 0.1477 20 0 0.4 127 126 1 1 39.5 182.3 2 2.157 5.19 0 5.19 120 0.2321 20.4 0 1.2 126 125 1 1 42.4 224.7 2 2.157 2.67 0 2.67 120 0.3419 21.6 0 0.9 125 124 1 1 44.9 269.6 2 2.157 2.87 0 2.87 120 0.479 22.5 0 1.4 124 152 1 1 86.1 355.7 2 2.157 15.5 0 15.5 120 0.8005 23.9 0 12.4 152 155-O 1 -5 0 355.7 2.5 2.635 1x(coupling)=1.37 2x(us.90)=16.47 10.13 17.85 27.98 120 0.302 36.3 2.6 8.4 155-O 155-I -5 -5 0 355.7 2.5 0 2.33 0 2.33 0 3.6429 47.4 0 8.5 AmesC200H Ref: 224 ** *** 155-I 157 -5 -6 0 355.7 2.5 2.635 2x(us.90)=16.47 2.15 16.47 18.62 120 0.302 55.9 0.4 5.6 157 158 -6 -6 0 355.7 2 1.959 1x(us.90)=5.81 12.45 5.81 18.27 150 0.8463 61.9 0 15.5 158 W1 -6 2 0 355.7 6 6.4 3x(us.90)=72.58 168.02 72.58 240.6 140 0.003 77.4 -3.5 0.7 W1 74.6 Date 3/26/2019 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION 2Path No: S12 S13 1.42 1.42 5.6 5.6 19.1 19.1 1 1.049 1x(us.90)=2 13 2 15 120 0.1186 11.6 0 1.8 S13 127 1.42 1 5.6 20.5 39.5 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 8.02 7 15.02 120 0.4579 13.4 0.2 6.9 127 20.4 3Path No: S5 S6 1.42 1.42 5.6 5.6 19.5 19.5 1 1.049 8 0 8 120 0.1233 12.1 0 1 S6 132 1.42 1.42 5.6 20.2 39.7 1 1.049 1x(us.Tee-Br)=5 2.4 5 7.4 120 0.4617 13.1 0 3.4 132 16.5 4Path No: S9 S10 1.42 1.42 5.6 5.6 20.7 20.7 1 1.049 8 0 8 120 0.1378 13.6 0 1.1 S10 128 1.42 1 5.6 21.5 42.2 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 2.82 7 9.82 120 0.5161 14.7 0.2 5.1 128 20 5Path No: S14 S15 1.42 1.42 5.6 5.6 20.7 20.7 1 1.049 10 0 10 120 0.1381 13.6 0 1.4 S15 126 1.42 1 5.6 21.7 42.4 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 5.3 7 12.3 120 0.5214 15 0.2 6.4 126 21.6 6Path No: S16 S17 1.42 1.42 5.6 5.6 22 22 1 1.049 8 0 8 120 0.1547 15.4 0 1.2 S17 125 1.42 1 5.6 22.9 44.9 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 2.82 7 9.82 120 0.5789 16.7 0.2 5.7 125 22.5 Date 3/26/2019 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg Hydraulic CalculationsJob : RENOVATED RESIDENTIAL BUILDING PIPE INFORMATION 7Path No: S21 S22 1.42 1.42 5.6 5.6 20.2 20.2 1 1.049 4.1 0 4.1 120 0.132 13 0 0.5 S22 S23 1.42 1.42 5.6 5.6 20.6 40.8 1 1.049 4.43 0 4.43 120 0.4857 13.5 0 2.1 S23 S24 1.42 1.42 5.6 5.6 22.2 63 1.25 1.38 4.92 0 4.92 120 0.2855 15.7 0 1.4 S24 124 1.42 1 5.6 23.2 86.1 1.25 1.38 1x(us.Tee-Br)=6 1x(us.90)=3 4 9 13 120 0.5098 17.1 0.2 6.6 124 23.9 8Path No: S11 133 1 1 5.6 24 24 1 1.049 5.6 0 5.6 120 0.1822 18.4 0 1 133 129 1 1 0 24 1.5 1.61 1x(us.Tee-Br)=8 2 8 10 120 0.0226 19.4 0 0.2 129 19.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. ** Flow rate through device "%s" exceeds the maximum flow value assigned in the device curve. *** Device pressure loss (gain in the case of pumps) is calculated from the device’s curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. * Maximum Velocity of 37.87 ft/s occurs in the following pipe(s): (158-157) Date 3/26/2019 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: 107 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.: 224 (AmesC200H, Size = 2.5); Inlet Node: 155-I; Outlet Node: 155-O Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 8.5 psi @ 355.7 gpm (out of range) Date 3/26/2019 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: 107 BRIDGE STREET - FP.dwg