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12 SOUTH MASON - CALCS Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Drawing No. : 380-027 Project Location: 12 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 13R445185.5Required540.08221.1410024.513.2Demand (HW)Date 6/1/2020Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg06-01-2020 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 THIRD FLOOR RES 13R 0.082 445 256 4 0 100 185.5 54 Wet 395.5 galWater Supply InformationDate Location SourceHYDRAULIC CALCULATIONSfor3/6/2018 END OF BUFFUM ST. EXT. W1THIS CALCULATION INCLUDES THE HMD 4 RESIDENTIAL SIDEWALLS ON THE THIRD LEVELProject Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Contract No. : 380-027 Project Location: 12 SOUTH MASON ST - BUILDING 3 City: SALEM, MA 01970 Date: 6/1/2020Name of Contractor: VILLAGE FIRE PROTECTION Address: P.O. BOX 122 Phone Number: (603) 672-6267 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MERRIMAC, MA 01860 E-mail: Job InformationContractor InformationNotesDate 6/1/2020Page 2Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 6/1/2020Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - 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 AnalysisW1806075079.6185.554Inside 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)85.5 0 0 85.5Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s)0 54 85.5 N/ASprinklersOtherDate 6/1/2020Page 4Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0300 400500600700800Date 6/1/2020Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1 Pressure (psi)LabelGraph LabelsFlow (gpm)ValuesDescription0S180Supply point #1 - Static750S260Supply point #2 - Residual0D110.8Elevation Pressure85.5D254System Demand185.5D354System Demand + Add.Out.HosePressure (psi)Curve NameCurve Intersections & Safety MarginsFlow (gpm)Safety MarginIntersectionPressure (psi)@ Flow (gpm)109.9Supply79.424.5185.5Open HeadsHead Ref.DensityDensityK-FactorPressureFlowPressure(gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi)Flow(gpm)Coverage(ft²)RequiredCalculatedHead TypeS15.80.0512.813.20.08313.321.1256OverheadSprinklerS25.80.0512.813.20.08213.221.1256OverheadSprinklerS35.80.0512.813.20.08413.921.6256OverheadSprinklerS45.80.0512.813.20.0851421.7256OverheadSprinklerDate 6/1/2020Page 6Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGNode DataHydraulic Calculations / Fluid Delivery Time AnalysisNode#TypeHgroupFittingK-Fact.Stat. Pres.gpm/psi½psiElevCoverageftft²XYftftS2Overhead SprinklerHEAD5.8027256599.74324.13S1Overhead SprinklerHEAD5.8027256601.35323.76S3Overhead SprinklerHEAD5.8027256610.22324.13S4Overhead SprinklerHEAD5.8027256613.35323.76002NodeNODEBM.Tee 027601.06323.94023NodeNODEBM.Tee 027613.06323.94014NodeNODEBM.Tee 018606.93322.75057NodeNODEus.90 09716.11316.71061-ONodeNODEcoupling 03716.11312.18061-INodeNODEcoupling 03716.11309.85W1SupplySUPPLY 02551.93248.41063NodeNODEus.90 0-6716.11309.76064NodeNODEus.90 0-6716.11285.06Date 6/1/2020Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: 12 SOUTH MASON - 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: S200227275.821.121.111.1011x(BM.Tee-Br)=51x(BM.90)=51.51011.51500.074713.200.90020142718 21.142.211.1012x(BM.Tee-Br)=101x(BM.Tee-Run)=12x(BM.90)=1016.992137.991500.270214.13.910.3014057189 43.385.522.0031x(us.90)=6.483x(BM.90)=3022x(BM.Tee-Run)=221x(BM.Tee-Br)=10124.8168.48193.291500.054228.23.910.5057061-O93 085.52.52.6351x(coupling)=1.372x(us.90)=16.4710.5317.8528.371200.021642.62.60.6061-O061-I33 085.52.502.3302.3303.031545.807.1 AmesC300H ***061-I0633-6 085.52.52.6352x(us.90)=16.479.0816.4725.561200.021652.93.90.6063064-6-6 085.544.31x(us.90)=18.3324.718.3343.031400.001557.300.1064W1-62 085.566.43x(us.90)=72.58208.8472.58281.421400.000257.4-3.50.1W1542Path No: S100227275.821.121.111.1011x(BM.Tee-Br)=51x(BM.90)=50.481010.481500.07513.300.800214.13Path No: S302327275.821.621.611.1011x(BM.Tee-Br)=51x(BM.90)=53.021013.021500.078113.9010230142718 21.743.311.1012x(BM.Tee-Br)=102x(BM.Tee-Run)=21x(BM.90)=516.311733.311500.283614.93.99.401428.24Path No: S402327275.821.721.711.1011x(BM.Tee-Br)=51x(BM.90)=50.481010.481500.07911400.802314.9Date 6/1/2020Page 8Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - 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. *** 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 14.6 ft/s occurs in the following pipe(s): (014-023)Date 6/1/2020Page 9Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg Device GraphsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGPressure vs. Flow FunctionDesign Area: 1; Supply Ref.: W1; Supply Name:W1Flow, gpm0100200300400500600700750Pressure, psi908580757065605550454035302520151050Pressure Loss FunctionDesign Area: 1; BFP Ref.: 306 (AmesC300H, Size = 2.5); Inlet Node: 061-I; Outlet Node: 061-OFlow, gpm05090160200250300350Pressure, psi8.797.796.795.794.793.792.791.790.797.1 psi @ 85.5 gpmDate 6/1/2020Page 10Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 12 SOUTH MASON - FP.dwg