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BUILDING 3 - CALCS (002) Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Drawing No. : 380-003 Project Location: 9 SOUTH MASON ST - BUILDING 3 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 13387226.7Required66.60.11731410011.228.6Demand (HW) 3RES 13386207.7Required65.50.126.4410012.622.2Demand (HW)Date 4/2/2018Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg DesignRemote 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 TOP FLOOR UNIT RES 13 0.117 387 264 4 0 100 226.7 66.6 Wet 387.7 galWater Supply InformationDate Location SourceHYDRAULIC CALCULATIONSfor3/6/2018 END OF BUFFUM ST. EXT. W1THIS CALCULATION INCLUDES THE AREA PROTECTED BY THE 4 HMD RESIDENTIAL HEADS ON THE TOP FLOORProject Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Contract No. : 380-003 Project Location: 9 SOUTH MASON ST - BUILDING 3 City: SALEM, MA 01970 Date: 4/2/2018Name of Contractor: VILLAGE FIRE PROTECTION Address: 86 MILFORD ST Phone Number: (603) 672-6267 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MILFORD, NH 03055 E-mail: Job InformationContractor InformationNotesDate 4/2/2018Page 2Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/2/2018Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St - Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1Water Supply ParametersCalculation InfoCalculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²)DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.Supply 1 : W1Flow (gpm)Pressure (psi)08075060Node at SourceStatic Pressure(psi)ResidualPressure(psi)Flow (gpm)AvailablePressure(psi)Total Demand(gpm)Required Pressure(psi)Supply AnalysisW1806075079.3226.766.6Inside 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 100HosesOvehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)126.7 0 0 126.7Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)0 66.6 126.7 N/ASprinklersOtherDate 4/2/2018Page 4Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0 300 400 500 600700800Date 4/2/2018Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1 Pressure (psi)LabelGraph LabelsFlow (gpm)ValuesDescription0S180Supply point #1 - Static750S260Supply point #2 - Residual0D115.6Elevation Pressure126.7D266.6System Demand226.7D366.6System Demand + Add.Out.HosePressure (psi)Curve NameCurve Intersections & Safety MarginsFlow (gpm)Safety MarginIntersectionPressure (psi)@ Flow (gpm)142.6Supply79.111.2226.7Open HeadsHead Ref.DensityDensityK-FactorPressureFlowPressure(gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi)Flow(gpm)Coverage(ft²)RequiredCalculatedHead TypeS15.80.126.428.60.11728.631264OverheadSprinklerS25.80.116.513.10.20333.433.5165OverheadSprinklerS35.80.116.513.10.18928.931.2165OverheadSprinklerS45.80.116.513.10.18828.531165OverheadSprinklerDate 4/2/2018Page 6Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGNode DataHydraulic Calculations / Fluid Delivery Time AnalysisNode#TypeHgroupFittingK-Fact.Stat. Pres.gpm/psi½psiElevCoverageftft²XYftft005NodeNODEBM.Tee 020.58614.48235.87018NodeNODEBM.Tee 020.58614.48251.05070NodeNODEus.Tee 010603.59233.2078NodeNODEus.90 0-6603.59229.66S1Overhead SprinklerHEAD5.8038264610.32250.85S2Overhead SprinklerHEAD5.8038165619.32251.23S3Overhead SprinklerHEAD5.8038165617.83235.7S4Overhead SprinklerHEAD5.8038165608.53251.23W1SupplySUPPLY 02766.2185.45550NodeNODEBM.Tee 038619.32251.05553NodeNODEBM.Tee 038609.81251.05Date 4/2/2018Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES1Path No: S155338385.8313111.1011x(BM.Tee-Br)=51x(BM.90)=50.71010.71500.152728.601.65530183820.58 31621.251.3941x(BM.Tee-Br)=61x(BM.90)=622.091234.091500.174530.27.55.901807020.5810 64.7126.722.0031x(us.Tee-Br)=12.962x(BM.Tee-Run)=23x(BM.Tee-Br)=304x(BM.90)=4043.1684.96128.121500.112243.74.614.407007810-6 0126.744.262x(us.90)=26.331x(us.Tee-Br)=26.3319.5452.6772.211200.004362.76.90.3078W1-62 0126.766.43x(us.90)=72.58214.8272.58287.41400.000469.9-3.50.1W166.62Path No: S455338385.8313111.1011x(BM.Tee-Br)=51x(BM.90)=51.461011.461500.152228.501.755330.23Path No: S30053820.585.831.231.211.1012x(BM.Tee-Br)=103x(BM.90)=1520.942545.941500.154328.97.57.100501820.5820.58 031.222.0035x(BM.Tee-Run)=515.18520.181500.008443.600.201843.74Path No: S255038385.833.533.511.1011x(BM.Tee-Br)=50.1855.181500.176133.400.95500183820.58 033.51.251.3941x(BM.Tee-Br)=61x(BM.90)=622.251234.251500.055834.37.51.901843.7Date 4/2/2018Page 8Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 13.03 ft/s occurs in the following pipe(s): (018-553)Date 4/2/2018Page 9Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Device GraphsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPressure vs. Flow FunctionDesign Area: 1; Supply Ref.: W1; Supply Name:W1Flow, gpm0100200300400500600700750Pressure, psi908580757065605550454035302520151050Date 4/2/2018Page 10Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg DesignRemote 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)3 TOP FLOOR UNIT RES 13 0.1 386 264 4 0 100 207.7 65.5 Wet 404 galWater Supply InformationDate Location SourceHYDRAULIC CALCULATIONSfor3/6/2018 END OF BUFFUM ST. EXT. W1THIS CALCULATION INCLUDES THE AREA PROTECTED BY THE 4 HMD RESIDENTIAL HEADS ON THE TOP FLOORProject Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Contract No. : 380-003 Project Location: 9 SOUTH MASON ST - BUILDING 3 City: SALEM, MA 01970 Date: 4/2/2018Name of Contractor: VILLAGE FIRE PROTECTION Address: 86 MILFORD ST Phone Number: (603) 672-6267 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MILFORD, NH 03055 E-mail: Job InformationContractor InformationNotesDate 4/2/2018Page 11Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGDiagram for Design Area : 3 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/2/2018Page 12Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St - Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 3Water Supply ParametersCalculation InfoCalculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²)DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.Supply 1 : W1Flow (gpm)Pressure (psi)08075060Node at SourceStatic Pressure(psi)ResidualPressure(psi)Flow (gpm)AvailablePressure(psi)Total Demand(gpm)Required Pressure(psi)Supply AnalysisW1806075079.4207.765.5Inside 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 100HosesOvehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)107.7 0 0 107.7Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)0 65.5 107.7 N/ASprinklersOtherDate 4/2/2018Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 3Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0 300 400 500 600700800Date 4/2/2018Page 14Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 3 Pressure (psi)LabelGraph LabelsFlow (gpm)ValuesDescription0S180Supply point #1 - Static750S260Supply point #2 - Residual0D115.6Elevation Pressure107.7D265.5System Demand207.7D365.5System Demand + Add.Out.HosePressure (psi)Curve NameCurve Intersections & Safety MarginsFlow (gpm)Safety MarginIntersectionPressure (psi)@ Flow (gpm)122.9Supply79.312.6207.7Open HeadsHead Ref.DensityDensityK-FactorPressureFlowPressure(gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi)Flow(gpm)Coverage(ft²)RequiredCalculatedHead TypeD255.60.126.422.20.10122.726.7264OverheadSprinklerD265.60.126.422.20.10122.726.7264OverheadSprinklerD275.60.126.422.20.10625.128264OverheadSprinklerD285.60.126.422.20.122.226.4264OverheadSprinklerDate 4/2/2018Page 15Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGNode DataHydraulic Calculations / Fluid Delivery Time AnalysisNode#TypeHgroupFittingK-Fact.Stat. Pres.gpm/psi½psiElevCoverageftft²XYftftD28Overhead SprinklerHEAD5.6038264708.38236.24D25Overhead SprinklerHEAD5.6038264708.29250.85D26Overhead SprinklerHEAD5.6038264708.29251.23D27Overhead SprinklerHEAD5.6038264717.29250.85555NodeNODEBM.Tee 038708.29251.05557NodeNODEBM.Tee 038717.79251.05006NodeNODEBM.Tee 020.58713.13235.87016NodeNODEBM.Tee 020.58713.13251.05070NodeNODEus.Tee 010603.59233.2W1SupplySUPPLY 02766.2185.45078NodeNODEus.90 0-6603.59229.66Date 4/2/2018Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES1Path No: D280063820.585.626.426.411.1011x(BM.Tee-Br)=54x(BM.90)=2022.922547.921500.113322.27.55.400601620.5820.58 026.422.0035x(BM.Tee-Run)=515.18520.181500.006135.200.101607020.5810 81.3107.722.0031x(us.Tee-Br)=12.9627x(BM.Tee-Run)=273x(BM.Tee-Br)=305x(BM.90)=50142.6119.96262.551500.083135.34.621.807007810-6 0107.744.262x(us.90)=26.331x(us.Tee-Br)=26.3319.5452.6772.211200.003261.76.90.2078W1-62 0107.766.43x(us.90)=72.58214.8272.58287.41400.000368.9-3.50.1W165.52Path No: D2555538385.626.726.711.1011x(BM.Tee-Br)=50.255.21500.115422.700.65550163820.58 26.753.31.251.3941x(BM.Tee-Br)=61x(BM.90)=622.251234.251500.13223.37.54.501635.33Path No: D2655538385.626.726.711.1011x(BM.Tee-Br)=50.1855.181500.115422.700.655523.34Path No: D2755738385.6282811.1011x(BM.Tee-Br)=51x(BM.90)=50.71010.71500.126625.101.45570163820.58 0281.251.3941x(BM.Tee-Br)=61x(BM.90)=622.091234.091500.040126.47.51.401635.3Date 4/2/2018Page 17Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.21 ft/s occurs in the following pipe(s): (016-555)Date 4/2/2018Page 18Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Device GraphsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPressure vs. Flow FunctionDesign Area: 3; Supply Ref.: W1; Supply Name:W1Flow, gpm0100200300400500600700750Pressure, psi908580757065605550454035302520151050Date 4/2/2018Page 19Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Drawing No. : 380-003 Project Location: 9 SOUTH MASON ST - BUILDING 3 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) 2LIGHT HAZARD1960526.1Required47.30.12314.82410022.37Demand (HW)Date 4/2/2018Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg DesignRemote 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 - Downstream DPV (gal)2 CRAWL-SPACE LIGHT HAZARD 0.123 1960 120 24 0 100 526.1 47.3 Dry 76.4 galWater Supply InformationDate Location SourceHYDRAULIC CALCULATIONSfor3/6/2018 END OF BUFFUM ST. EXT. W1THIS CALCULATION INCLUDES THE HMD 1950 SF OF THE DRY SYSTEM PROTECTING THE CRAWL-SPACE BELOWTHE BUILDING (NON-STORAGE)Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Contract No. : 380-003 Project Location: 9 SOUTH MASON ST - BUILDING 3 City: SALEM, MA 01970 Date: 4/2/2018Name of Contractor: VILLAGE FIRE PROTECTION Address: 86 MILFORD ST Phone Number: (603) 672-6267 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MILFORD, NH 03055 E-mail: Job InformationContractor InformationNotesDate 4/2/2018Page 2Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGDiagram for Design Area : 2 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/2/2018Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St - Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 2Water Supply ParametersCalculation InfoCalculation ModeHydraulic ModelFluid NameFluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²)DemandHazen-WilliamsWater @ 60F (15.6C)N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation.Supply 1 : W1Flow (gpm)Pressure (psi)08075060Node at SourceStatic Pressure(psi)ResidualPressure(psi)Flow (gpm)AvailablePressure(psi)Total Demand(gpm)Required Pressure(psi)Supply AnalysisW1806075073526.147.3Inside 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 100HosesOvehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm)426.1 0 0 426.1Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)0 47.3 426.1 N/ASprinklersOtherDate 4/2/2018Page 4Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 2Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0 300 400 500 600700800Date 4/2/2018Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 2 Pressure (psi)LabelGraph LabelsFlow (gpm)ValuesDescription0S180Supply point #1 - Static750S260Supply point #2 - Residual0D1-0.3Elevation Pressure426.1D247.3System Demand526.1D347.3System Demand + Add.Out.HosePressure (psi)Curve NameCurve Intersections & Safety MarginsFlow (gpm)Safety MarginIntersectionPressure (psi)@ Flow (gpm)524.7Supply69.722.3526.1Open HeadsHead Ref.DensityDensityK-FactorPressureFlowPressure(gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi)Flow(gpm)Coverage(ft²)RequiredCalculatedHead TypeD175.60.11270.16111.919.3120OverheadSprinklerD185.60.11270.14910.117.8120OverheadSprinklerD195.60.11270.1713.320.4120OverheadSprinklerD25.60.11270.1348.316.1120OverheadSprinklerD205.60.11270.16512.519.8120OverheadSprinklerD215.60.11270.15210.618.3120OverheadSprinklerD225.60.11270.17814.521.3120OverheadSprinklerD235.60.11270.17313.720.7120OverheadSprinklerD245.60.11270.15911.719.1120OverheadSprinklerD35.60.11270.1551118.6120OverheadSprinklerD45.60.11270.124714.8120OverheadSprinklerD55.60.11270.1348.316.1120OverheadSprinklerD65.60.11270.15310.818.4120OverheadSprinklerDate 4/2/2018Page 6Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg D75.60.11270.1247.114.9120OverheadSprinklerD85.60.11270.1358.316.2120OverheadSprinklerD95.60.11270.15410.918.5120OverheadSprinklerD15.60.11270.123714.8120OverheadSprinklerD105.60.11270.1267.215.1120OverheadSprinklerD115.60.11270.1368.516.4120OverheadSprinklerD125.60.11270.15611.118.7120OverheadSprinklerD135.60.11270.1287.515.3120OverheadSprinklerD145.60.11270.1398.816.6120OverheadSprinklerD155.60.11270.15811.519120OverheadSprinklerD165.60.11270.16612.719.9120OverheadSprinklerDate 4/2/2018Page 7Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGNode DataHydraulic Calculations / Fluid Delivery Time AnalysisNode#TypeHgroupFittingK-Fact.Stat. Pres.gpm/psi½psiElevCoverageftft²XYftftD1Overhead SprinklerHEAD5.601.42120553.09299.1D4Overhead SprinklerHEAD5.601.42120543.09299.1D7Overhead SprinklerHEAD5.601.42120537.01299.1D10Overhead SprinklerHEAD5.601.42120527.01299.1D13Overhead SprinklerHEAD5.601.42120517.95299.1D2Overhead SprinklerHEAD5.601.42120553.09311.1D5Overhead SprinklerHEAD5.601.42120543.09311.1D8Overhead SprinklerHEAD5.601.42120537.01311.1D11Overhead SprinklerHEAD5.601.42120527.01311.1D14Overhead SprinklerHEAD5.601.42120517.95311.1D18Overhead SprinklerHEAD5.601.42120509.2323.1D21Overhead SprinklerHEAD5.601.42120502.44323.1D6Overhead SprinklerHEAD5.601.42120543.09323.1D9Overhead SprinklerHEAD5.601.42120537.01323.1D3Overhead SprinklerHEAD5.601.42120553.09321.1D12Overhead SprinklerHEAD5.601.42120527.01323.1D15Overhead SprinklerHEAD5.601.42120517.95323.1D24Overhead SprinklerHEAD5.601.42120491.94323.1D17Overhead SprinklerHEAD5.601.42120509.2311.1D20Overhead SprinklerHEAD5.601.42120502.44311.1D16Overhead SprinklerHEAD5.601.42120509.2299.1D19Overhead SprinklerHEAD5.601.42120502.44299.1D23Overhead SprinklerHEAD5.601.42120491.94311.1D22Overhead SprinklerHEAD5.601.42120491.94299.1564NodeNODEus.Tee 01.42553.09317.29Date 4/2/2018Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGNode DataHydraulic Calculations / Fluid Delivery Time AnalysisNode#TypeHgroupFittingK-Fact.Stat. Pres.gpm/psi½psiElevCoverageftft²XYftft565NodeNODEus.Tee 01.42543.09317.29566NodeNODEus.Tee 01.42537.01317.29567NodeNODEus.Tee 01.42527.01317.29568NodeNODEus.Tee 01.42517.95317.29562NodeNODEus.Tee 01553.09317.29561NodeNODEus.Tee 01543.09317.29560NodeNODEus.Tee 01537.01317.29559NodeNODEus.Tee 01527.01317.29558NodeNODEus.Tee 01517.95317.29569NodeNODEus.Tee 01.42509.2309.09570NodeNODEus.Tee 01.42502.44309.09548NodeNODEus.Tee 01509.2309.09001NodeNODEus.Tee 01.42491.94309.09547NodeNODEus.Tee 01502.44309.09002NodeNODEus.Tee 01491.94309.09017-ONodeNODEcoupling 06.1437.46299.7017-INodeNODEcoupling 05.07437.46299.7019NodeNODEus.90 03437.46299.7W1SupplySUPPLY 02600.07251.07078NodeNODEus.90 0-6437.46295.28Date 4/2/2018Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES1Path No: D1D21.421.425.65.614.814.811.049120121000.1043701.3D25641.421.425.616.130.911.0491x(us.Tee-Br)=3.566.193.569.761000.40688.3045645621.421 18.649.51.251.381x(us.Tee-Br)=4.280.424.284.691000.256212.20.21.256256111 049.533.26100101000.003913.600.056156011 49.498.933.266.0806.081000.01413.600.156055911 49.5148.433.26100101000.029713.700.355955811 50.1198.533.269.0509.051000.0511400.555854811 50.9249.433.262x(us.90)=13.4216.9613.4230.371000.077814.502.454854711 57.1306.533.266.7506.751000.113916.900.854700211 58.4364.933.2610.5010.51000.157417.601.7002017-O16.1 61.2426.133.261x(coupling)=0.965x(us.90)=33.5470.7734.5105.271000.209719.3-2.222.1017-O017-I6.15.07 0426.1301.0201.0201.827839.10.41.9 DPV-1 ***017-I0195.073 0426.133.261x(us.90)=9.412.079.4111.481200.149641.50.91.70190783-6 0426.144.262x(us.90)=26.3313.4326.3339.761200.040744.13.91.6078W1-62 0426.166.43x(us.90)=72.58214.8272.58287.41400.004249.6-3.51.2W147.3Date 4/2/2018Page 10Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATION2Path No: D4D51.421.425.65.614.814.811.049120121000.1047701.3D55651.421.425.616.13111.0491x(us.Tee-Br)=3.566.193.569.761000.40838.3045655611.421 18.449.41.251.381x(us.Tee-Br)=4.280.424.284.691000.254812.30.21.256113.63Path No: D7D81.421.425.65.614.914.911.049120121000.10537.101.3D85661.421.425.616.231.111.0491x(us.Tee-Br)=3.566.193.569.761000.41088.3045665601.421 18.549.51.251.381x(us.Tee-Br)=4.280.424.284.691000.256312.30.21.256013.74Path No: D10D111.421.425.65.615.115.111.049120121000.10757.201.3D115671.421.425.616.431.411.0491x(us.Tee-Br)=3.566.193.569.761000.41948.504.15675591.421 18.750.11.251.381x(us.Tee-Br)=4.280.424.284.691000.261712.60.21.2559145Path No: D13D141.421.425.65.615.315.311.049120121000.1117.501.3D145681.421.425.616.631.911.0491x(us.Tee-Br)=3.566.193.569.761000.43278.804.25685581.421 1950.91.251.381x(us.Tee-Br)=4.280.424.284.691000.27130.21.355814.5Date 4/2/2018Page 11Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATION6Path No: D18D171.421.425.65.617.817.811.049120121000.147110.101.8D175691.421.425.619.337.211.0491x(us.Tee-Br)=3.562.013.565.581000.572611.903.25695481.421 19.957.11.251.381x(us.Tee-Br)=4.280.424.284.691000.333515.10.21.654816.97Path No: D21D201.421.425.65.618.318.311.049120121000.153510.601.8D205701.421.425.619.83811.0491x(us.Tee-Br)=3.562.013.565.581000.597712.503.35705471.421 20.458.41.251.381x(us.Tee-Br)=4.280.424.284.691000.34815.80.21.654717.68Path No: D65651.421.425.618.418.411.0491x(us.Tee-Br)=3.565.813.569.371000.155910.801.556512.39Path No: D95661.421.425.618.518.511.0491x(us.Tee-Br)=3.565.813.569.371000.156810.901.556612.310Path No: D35641.421.425.618.618.611.0491x(us.Tee-Br)=3.563.813.567.371000.15911101.256412.211Path No: D125671.421.425.618.718.711.0491x(us.Tee-Br)=3.565.813.569.371000.1611.101.556712.6Date 4/2/2018Page 12Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPIPE INFORMATIONNode 1Node 2Elev 1Elev 2(ft)K-Factor 1K-Factor 2(gpm/psi½)Flow added (q)Total flow (Q)(gpm)Nominal IDActual ID(in)Fittingsquantity x (name) = length (ft)LFT(ft)C FactorPf per ft(psi)total (Pt)elev (Pe)frict (Pf)(psi) NOTES12Path No: D155681.421.425.6191911.0491x(us.Tee-Br)=3.565.813.569.371000.16511.501.55681313Path No: D24D231.421.425.65.619.119.111.049120121000.167411.702D230011.421.425.620.739.811.0491x(us.Tee-Br)=3.562.013.565.581000.651413.703.60010021.421 21.361.21.251.381x(us.Tee-Br)=4.280.424.284.691000.379217.30.21.800219.314Path No: D165691.421.425.619.919.911.0491x(us.Tee-Br)=3.569.993.5613.551000.180512.702.456915.115Path No: D195701.421.425.620.420.411.0491x(us.Tee-Br)=3.569.993.5613.551000.188313.302.657015.816Path No: D220011.421.425.621.321.311.0491x(us.Tee-Br)=3.569.993.5613.551000.205114.502.800117.3 * 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 withthis report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The frictionloss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor valuesare irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is basedsolely on the curve data. * Maximum Velocity of 16.38 ft/s occurs in the following pipe(s): (017-O-002), (019-017-I)Date 4/2/2018Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg Device GraphsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPressure vs. Flow FunctionDesign Area: 2; Supply Ref.: W1; Supply Name:W1Flow, gpm0100200300400500600700750Pressure, psi908580757065605550454035302520151050Pressure Loss FunctionDesign Area: 2; DPV Ref.: 603 (DPV-1, Size = 3); Inlet Node: 017-I; Outlet Node: 017-OFlow, gpm100200250600920Pressure, psi8.97.96.95.94.93.92.91.90.91.9 psi @ 426.1 gpmDate 4/2/2018Page 14Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-003 - 9 South Mason St -Salem\BUILDING 3 - FP.dwg