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BUILDING 4 - CALCS (002) Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Drawing No. : 380-008 Project Location: 9 SOUTH MASON ST - BUILDING 4 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 13R352165.6Required49.70.06216410029.113.2Demand (HW)Date 10/14/2018Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 -Salem\BUILDING 4 - 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 RES 13R 0.062 352 256 4 0 100 165.6 49.7 Wet 277.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 3/6/2018 END OF BUFFUM ST. EXT. W1 THIS CALCULATION INCLUDES THE HMD 4 RESIDENTIAL SIDEWALLS ON THE THIRD LEVEL Project Name : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Contract No. : 380-008 Project Location: 9 SOUTH MASON ST - BUILDING 4 City: SALEM, MA 01970 Date: 10/15/2018 Name 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 Information Contractor Information Notes Date 10/14/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 10/14/2018Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Job : PROPOSED MULTI-UNIT 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 80 750 60 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 80 60 750 79.8 165.6 49.7 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) 65.6 0 0 65.6 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 49.7 65.6 N/A Sprinklers Other Date 10/14/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDINGHydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0300 400 500600700800Date 10/14/2018Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 -Salem\BUILDING 4 - FP.dwg Job : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 750S2 60Supply point #2 - Residual 0D1 14.3Elevation Pressure 65.6D2 49.7System Demand 165.6D3 49.7System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 91.3Supply79.6 29.1 165.6 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 0.062 13.216256Overhead Sprinkler S2 4.4 0.05 12.8 13.2 0.064 13.716.3256Overhead Sprinkler S3 4.4 0.05 12.8 13.2 0.065 14.116.5256Overhead Sprinkler S4 4.4 0.05 12.8 13.2 0.066 14.616.8256Overhead Sprinkler Date 10/14/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Job : PROPOSED MULTI-UNIT 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 S1 Overhead Sprinkler HEAD 4.4 0 35 256 1149.98 227.82 S2 Overhead Sprinkler HEAD 4.4 0 35 256 1154.49 227.11 S3 Overhead Sprinkler HEAD 4.4 0 35 256 1157.98 227.82 S4 Overhead Sprinkler HEAD 4.4 0 35 256 1165.98 227.82 002 Node NODE BM.Tee 0 35 1157.98 227.11 004 Node NODE BM.Tee 0 35 1163.92 227.11 026 Node NODE BM.Tee 0 15 1163.92 229.36 066 Node NODE us.Tee 0 15 1226.73 288.09 069-O Node NODE coupling 0 3 1227.88 288.09 069-I Node NODE coupling 0 3 1230.21 288.09 W1 Supply SUPPLY 0 2 1291.46 176.02 071 Node NODE us.90 0 -6 1231.97 288.09 072 Node NODE us.90 0 -6 1291.46 288.09 Date 10/14/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT 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 35 35 4.4 4.4 16 16 1 1.101 1x(BM.90)=5 5.23 5 10.23 150 0.0448 13.2 0 0.5 S2 002 35 35 4.4 16.3 32.2 1 1.101 1x(BM.Tee-Run)=1 3.48 1 4.48 150 0.1641 13.7 0 0.7 002 004 35 35 16.5 48.8 1.5 1.598 1x(BM.Tee-Br)=8 5.94 8 13.94 150 0.0576 14.4 0 0.8 004 026 35 15 16.8 65.6 1.5 1.598 1x(BM.Tee-Br)=8 1x(BM.Tee-Run)=1 1x(BM.90)=8 22.26 17 39.26 150 0.0996 15.2 8.7 3.9 026 066 15 15 0 65.6 2 2.003 8x(BM.90)=80 23x(BM.Tee-Run)=23 2x(BM.Tee-Br)=20 132.45 123 255.45 150 0.0331 27.8 0 8.5 066 069-O 15 3 0 65.6 2.5 2.635 1x(coupling)=1.37 2x(us.90)=16.47 13.15 17.85 30.99 120 0.0132 36.2 5.2 0.4 069-O 069-I 3 3 0 65.6 2.5 0 2.33 0 2.33 0 2.9704 41.8 0 6.9 AmesC200H *** 069-I 071 3 -6 0 65.6 2.5 2.635 2x(us.90)=16.47 10.76 16.47 27.24 120 0.0132 48.8 3.9 0.4 071 072 -6 -6 0 65.6 4 4.3 1x(us.90)=18.33 59.49 18.33 77.82 140 0.0009 53 0 0.1 072 W1 -6 2 0 65.6 6 6.4 2x(us.90)=48.39 120.07 48.39 168.46 140 0.0001 53.1 -3.5 0.0 W1 49.7 2Path No: S3 002 35 35 4.4 16.5 16.5 1 1.101 1x(BM.Tee-Br)=5 0.71 5 5.71 150 0.0476 14.1 0 0.3 002 14.4 3Path No: S4 004 35 35 4.4 16.8 16.8 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 2.77 10 12.77 150 0.0491 14.6 0 0.6 004 15.2 Date 10/14/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Hydraulic CalculationsJob : PROPOSED MULTI-UNIT 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 * 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 10.87 ft/s occurs in the following pipe(s): (002-S2) Date 10/14/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg Device GraphsJob : PROPOSED MULTI-UNIT RESIDENTIAL BUILDING Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700750Pressure, psi90 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.: 309 (AmesC200H, Size = 2.5); Inlet Node: 069-I; Outlet Node: 069-O Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 6.9 psi @ 65.6 gpm Date 10/14/2018 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\DROPBOX\Dropbox\+WORK+\+JOBS+\+VILLAGE FIRE PROTECTION+\380-008 - Building 4 - Salem\BUILDING 4 - FP.dwg