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96 NORTH ST - CALCS Project Name : NEW AUTOMATIC SPRINKLER SYSTEM Drawing No. : 380-026 Project Location: 96 NORTH 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 13293176.4Required48.80.119.6410029.916Demand (HW) 2ORD HAZ I1052543.2Required60.30.1515172508.77.2Demand (HW) 3NFPA 13553175.5Required34.90.13514.8510043.87Demand (HW)Date 3/25/2020Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$03-25-2020 Design Remote Area Name Remote Area Location Occupancy Classification Density (gpm/ft²) Area of Application (ft²) Coverage per Sprinkler (ft²) Number of Calculated Sprinklers In-Rack Demand (gpm) Special Heads Hose Streams (gpm) Total Water Required (incl. Hose Streams) (gpm) Required Pressure at Source (psi) Type of System Volume - Entire System (gal) 1 THIRD FLOOR UNIT RES 13 0.1 293 196 4 0 100 176.4 48.8 Wet 1707.9 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 3/6/2018 BUFFUM ST W1 THIS CALCULATION INCLUDES THE AREA PROTECTED BY THE 4 HMD RESIDENTIAL PENDENT HEADS ON THE THIRD FLOOR Project Name : NEW AUTOMATIC SPRINKLER SYSTEM Contract No. : 380-026 Project Location: 96 NORTH STREET City: SALEM, MA 01970 Date: 3/25/2020 Name of Contractor: VILLAGE FIRE PROTECTION Address: P.O. BOX 122 Phone Number: (603) 373-8349 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MERRIMAC, MA 01860 E-mail: Job Information Contractor Information Notes Date 3/25/2020 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/25/2020Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 79.7 176.4 48.8 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) 76.4 0 0 76.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 48.8 76.4 N/A Sprinklers Other Date 3/25/2020 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMHydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0300 400500600700800Date 3/25/2020Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 750S2 60Supply point #2 - Residual 0D1 11Elevation Pressure 76.4D2 48.8System Demand 176.4D3 48.8System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 105.5Supply79.5 29.9 176.4 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 0.1 19.6 16 0.1 1619.6196Overhead Sprinkler S2 4.9 0.1 19.6 16 0.108 18.721.2196Overhead Sprinkler S3 4.4 0.1 15.6 12.6 0.11 15.217.2156Overhead Sprinkler S4 4.4 0.1 15.6 12.6 0.119 17.718.5156Overhead Sprinkler Date 3/25/2020 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 004 Node NODE BM.Tee 0 27 2183.15 -193.23 015 Node NODE us.Tee 0 27 2163.62 -198.23 016 Node NODE us.Tee 0 9 2163.62 -198.23 017 Node NODE us.Tee 0 9 2165.04 -198.23 019 Node NODE us.90 0 18 2165.87 -198.23 024-I Node NODE coupling 0 27 2158.89 -198.86 024-O Node NODE us.90 0 27 2158.73 -198.86 123-I Node NODE coupling 0 -6 2150 -180.66 123-O Node NODE coupling 0 -6 2150 -183 126 Node NODE us.90 0 -6 2122.55 -178.71 179 Node NODE BM.Tee 0 27 2188.67 -192.7 S1 Overhead Sprinkler HEAD 4.9 0 27.42 196 2197.65 -195.72 S2 Overhead Sprinkler HEAD 4.9 0 27.42 196 2183.15 -197.72 S3 Overhead Sprinkler HEAD 4.4 0 27.42 156 2196.98 -200.75 S4 Overhead Sprinkler HEAD 4.4 0 27.42 156 2186.98 -200.75 W1 Supply SUPPLY 0 2 2597.83 -61.03 Date 3/25/2020 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM 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 179 27.42 27 4.9 19.6 36.8 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 12.41 15 27.41 150 0.2091 16 0.2 5.7 179 004 27 27 0 36.8 1.5 1.598 2x(BM.Tee-Run)=2 1x(BM.90)=8 6.05 10 16.05 150 0.0341 21.9 0 0.5 004 015 27 27 39.7 76.4 1.5 1.598 2x(BM.Tee-Br)=16 4x(BM.Tee-Run)=4 26.44 20 46.44 150 0.1323 22.5 0 6.1 015 016 27 9 -8.2 68.2 2.5 2.635 18 0 18 120 0.0142 28.6 7.8 0.3 016 123-O 9 -6 8.2 76.4 2.5 2.635 1x(coupling)=1.37 1x(us.Tee-Br)=16.47 4x(us.90)=32.95 43.85 50.8 94.65 120 0.0175 36.7 6.5 1.7 123-O 123-I -6 -6 0 76.4 2.5 0 2.33 0 2.33 0 3.0582 44.8 0 7.1 AmesC200H *** 123-I 126 -6 -6 0 76.4 4 4.3 2x(us.90)=36.66 29.41 36.66 66.06 140 0.0012 52 0 0.1 126 W1 -6 2 0 76.4 6 6.4 4x(us.90)=96.77 993.3 96.77 1090.0 7 140 0.0002 52 -3.5 0.2 W1 48.8 2Path No: S3 S1 27.42 27.42 4.4 4.9 17.2 17.2 1 1.101 2x(BM.90)=10 5.7 10 15.7 150 0.051 15.2 0 0.8 S1 16 3Path No: S2 004 27.42 27 4.9 21.2 39.7 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 4.91 10 14.91 150 0.2411 18.7 0.2 3.6 004 22.5 4Path No: S4 S2 27.42 27.42 4.4 4.9 18.5 18.5 1 1.101 2x(BM.90)=10 6.86 10 16.86 150 0.0587 17.7 0 1 S2 18.7 Date 3/25/2020 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM PIPE INFORMATION 5Path No: 015 024-O 27 27 0 8.2 1.5 1.598 1x(us.Tee-Br)=11.65 1x(us.90)=5.82 0.99 17.47 18.46 150 0.0021 28.6 0 0.0 024-O 024-I 27 27 0 8.2 1.5 0 0.16 0 0.16 0 0.4704 28.6 0 0.1 BFV-N *** 024-I 019 27 18 0 8.2 1.5 1.598 1x(BM.Tee-Run)=1 1x(us.90)=5.82 3x(BM.90)=24 16.61 30.82 47.43 150 0.0021 28.7 3.9 0.1 019 017 18 9 0 8.2 1.5 1.68 1x(us.90)=4.92 9.83 4.92 14.75 120 0.0025 32.7 3.9 0.0 017 016 9 9 0 8.2 2.5 2.635 1x(us.Tee-Br)=16.47 1.42 16.47 17.9 120 0.0003 36.7 0 0 016 36.7 * 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 13.37 ft/s occurs in the following pipe(s): (004-S2) Date 3/25/2020 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM 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.: 229 (AmesC200H, Size = 2.5); Inlet Node: 123-I; Outlet Node: 123-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 @ 76.4 gpm Date 3/25/2020 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM Pressure Loss Function Design Area: 1; Valve Ref.: 227 (BFV-N, Size = 1.5); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm050 100150200Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 8.2 gpm Date 3/25/2020 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ 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 RESTAURANT ORD HAZ I 0.15 1052 100 17 0 250 543.2 60.3 Wet 1730.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 3/6/2018 BUFFUM ST W1 THIS CALCULATION INCLUDES THE HMD 1052 SF OF GROUND LEVEL RESTAURANT AREA Project Name : NEW AUTOMATIC SPRINKLER SYSTEM Contract No. : 380-026 Project Location: 96 NORTH STREET City: SALEM, MA 01970 Date: 3/25/2020 Name of Contractor: VILLAGE FIRE PROTECTION Address: P.O. BOX 122 Phone Number: (603) 373-8349 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MERRIMAC, MA 01860 E-mail: Job Information Contractor Information Notes Date 3/25/2020 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMDiagram for Design Area : 2 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/25/2020Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 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 76.5 543.2 60.3 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) 293.2 0 0 293.2 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 60.3 293.2 N/A Sprinklers Other Date 3/25/2020 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMHydraulic Analysis for : 2Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0300 400500600700800Date 3/25/2020Page 15Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 750S2 60Supply point #2 - Residual 0D1 3.9Elevation Pressure 293.2D2 60.3System Demand 543.2D3 60.3System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 333.8Supply75.5 8.7 543.2 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 S10 5.6 0.15 15 7.2 0.168 916.8100Overhead Sprinkler S11 5.6 0.15 15 7.2 0.15 7.215100Overhead Sprinkler S12 5.6 0.15 15 7.2 0.152 7.415.2100Overhead Sprinkler S13 5.6 0.1 10 7 0.175 9.817.5100Overhead Sprinkler S14 5.6 0.1 10 7 0.174 9.717.4100Overhead Sprinkler S15 5.6 0.1 10 7 0.168 916.8100Overhead Sprinkler S16 5.6 0.1 10 7 0.169 9.116.9100Overhead Sprinkler S17 5.6 0.1 10 7 0.171 9.317.1100Overhead Sprinkler S18 5.6 0.1 10 7 0.214 14.621.4100Overhead Sprinkler S19 5.6 0.1 10 7 0.2 12.720100Overhead Sprinkler S20 5.6 0.1 10 7 0.192 11.719.2100Overhead Sprinkler S21 5.6 0.1 10 7 0.172 9.417.2100Overhead Sprinkler S5 5.6 0.15 15 7.2 0.167 8.916.7100Overhead Sprinkler Date 3/25/2020 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ S6 5.6 0.15 15 7.2 0.168 916.8100Overhead Sprinkler S7 5.6 0.15 15 7.2 0.171 9.317.1100Overhead Sprinkler S8 5.6 0.15 15 7.2 0.164 8.616.4100Overhead Sprinkler S9 5.6 0.15 15 7.2 0.158 815.8100Overhead Sprinkler Date 3/25/2020 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 015 Node NODE us.Tee 0 27 2163.62 -198.23 016 Node NODE us.Tee 0 9 2163.62 -198.23 017 Node NODE us.Tee 0 9 2165.04 -198.23 019 Node NODE us.90 0 18 2165.87 -198.23 024-I Node NODE coupling 0 27 2158.89 -198.86 024-O Node NODE us.90 0 27 2158.73 -198.86 075-I Node NODE coupling 0 9 2165.04 -198.4 075-O Node NODE coupling 0 9 2165.04 -198.72 078 Node NODE us.Tee 0 9 2186.92 -203.47 079 Node NODE us.Tee 0 9 2190.71 -203.47 080 Node NODE us.Tee 0 9 2195.83 -203.47 081 Node NODE us.Tee 0 9 2203.83 -203.47 091 Node NODE us.Tee 0 11 2195.83 -190.84 094 Node NODE us.Tee 0 9 2186.92 -195.47 095 Node NODE us.Tee 0 9 2186.92 -186.47 096 Node NODE us.Tee 0 9 2186.92 -182.43 123-I Node NODE coupling 0 -6 2150 -180.66 123-O Node NODE coupling 0 -6 2150 -183 126 Node NODE us.90 0 -6 2122.55 -178.71 S10 Overhead Sprinkler HEAD 5.6 0 11 100 2195.83 -200.84 S11 Overhead Sprinkler HEAD 5.6 0 11 100 2190.71 -198.86 S12 Overhead Sprinkler HEAD 5.6 0 11 100 2190.71 -201.47 S13 Overhead Sprinkler HEAD 5.6 0 9.42 100 2183.8 -186.47 S14 Overhead Sprinkler HEAD 5.6 0 9.42 100 2173.8 -186.47 S15 Overhead Sprinkler HEAD 5.6 0 9.42 100 2168.8 -195.47 Date 3/25/2020 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 S16 Overhead Sprinkler HEAD 5.6 0 9.42 100 2178.8 -195.47 S17 Overhead Sprinkler HEAD 5.6 0 9.42 100 2185.3 -195.47 S18 Overhead Sprinkler HEAD 5.6 0 9 100 2168.8 -203.47 S19 Overhead Sprinkler HEAD 5.6 0 9 100 2178.8 -203.47 S20 Overhead Sprinkler HEAD 5.6 0 9 100 2185.3 -203.47 S21 Overhead Sprinkler HEAD 5.6 0 9.42 100 2190.22 -182.43 S5 Overhead Sprinkler HEAD 5.6 0 10 100 2203.83 -182.84 S6 Overhead Sprinkler HEAD 5.6 0 10 100 2203.83 -191.84 S7 Overhead Sprinkler HEAD 5.6 0 10 100 2203.83 -200.84 S8 Overhead Sprinkler HEAD 5.6 0 11 100 2195.83 -182.84 S9 Overhead Sprinkler HEAD 5.6 0 11 100 2192.83 -190.84 W1 Supply SUPPLY 0 2 2597.83 -61.03 Date 3/25/2020 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM 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: S11 S12 11 11 5.6 5.6 15 15 1 1.049 2.6 0 2.6 120 0.0761 7.2 0 0.2 S12 079 11 9 5.6 15.2 30.2 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 4 7 11 120 0.2783 7.4 0.9 3.1 079 078 9 9 99.6 129.8 2.5 2.635 3.79 0 3.79 120 0.0467 11.3 0 0.2 078 S20 9 9 5.6 102.9 232.7 2.5 2.635 1.62 0 1.62 120 0.1376 11.5 0 0.2 S20 S19 9 9 5.6 5.6 19.2 251.9 2.5 2.635 6.5 0 6.5 120 0.1593 11.7 0 1 S19 S18 9 9 5.6 5.6 20 271.9 2.5 2.635 10 0 10 120 0.1835 12.7 0 1.8 S18 075-O 9 9 5.6 21.4 293.2 2.5 2.635 1x(coupling)=1.37 1x(us.90)=8.24 8.51 9.61 18.11 120 0.2112 14.6 0 3.8 075-O 075-I 9 9 0 293.2 2.5 0 0.32 0 0.32 0 7.0598 18.4 0 2.3 BFV-N *** 075-I 017 9 9 0 293.2 2.5 2.635 1x(us.Tee-Br)=16.47 0.16 16.47 16.64 120 0.2112 20.7 0 3.5 017 016 9 9 -35.7 257.5 2.5 2.635 1x(us.Tee-Br)=16.47 1.42 16.47 17.9 120 0.166 24.2 0 3 016 123-O 9 -6 35.7 293.2 2.5 2.635 1x(coupling)=1.37 1x(us.Tee-Br)=16.47 4x(us.90)=32.95 43.85 50.8 94.65 120 0.2112 27.1 6.5 20 123-O 123-I -6 -6 0 293.2 2.5 0 2.33 0 2.33 0 2.9277 53.6 0 6.8 AmesC200H *** 123-I 126 -6 -6 0 293.2 4 4.3 2x(us.90)=36.66 29.41 36.66 66.06 140 0.0146 60.5 0 1 126 W1 -6 2 0 293.2 6 6.4 4x(us.90)=96.77 993.3 96.77 1090.0 7 140 0.0021 61.4 -3.5 2.3 W1 60.3 Date 3/25/2020 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM PIPE INFORMATION 2Path No: S9 091 11 11 5.6 15.8 15.8 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.0839 8 0 0.7 091 S10 11 11 5.6 16.4 32.2 1.5 1.68 10 0 10 120 0.0316 8.6 0 0.3 S10 080 11 9 5.6 16.8 49 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 4.62 14.76 19.39 120 0.0687 9 0.9 1.3 080 079 9 9 50.6 99.6 2.5 2.635 5.12 0 5.12 120 0.0286 11.2 0 0.1 079 11.3 3Path No: S8 091 11 11 5.6 16.4 16.4 1.5 1.68 8 0 8 120 0.0091 8.6 0 0.1 091 8.6 4Path No: S5 S6 10 10 5.6 5.6 16.7 16.7 1.5 1.68 9 0 9 120 0.0094 8.9 0 0.1 S6 S7 10 10 5.6 5.6 16.8 33.5 1.5 1.68 9 0 9 120 0.0341 9 0 0.3 S7 081 10 9 5.6 17.1 50.6 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 3.62 14.76 18.39 120 0.0731 9.3 0.4 1.3 081 080 9 9 0 50.6 2.5 2.635 8 0 8 120 0.0082 11.1 0 0.1 080 11.2 5Path No: S15 S16 9.42 9.42 5.6 5.6 16.8 16.8 1.5 1.68 10 0 10 120 0.0095 9 0 0.1 S16 S17 9.42 9.42 5.6 5.6 16.9 33.7 1.5 1.68 6.5 0 6.5 120 0.0344 9.1 0 0.2 S17 094 9.42 9 5.6 17.1 50.8 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 2.04 14.76 16.8 120 0.0735 9.3 0.2 1.2 094 078 9 9 52.2 102.9 2.5 2.635 1x(us.Tee-Br)=16.47 8 16.47 24.47 120 0.0304 10.7 0 0.7 078 11.5 Date 3/25/2020 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM PIPE INFORMATION 6Path No: S21 096 9.42 9 5.6 17.2 17.2 1 1.049 1x(us.Tee-Br)=5 1x(us.90)=2 3.71 7 10.71 120 0.0979 9.4 0.2 1 096 095 9 9 0 17.2 2.5 2.635 4.04 0 4.04 120 0.0011 10.7 0 0 095 094 9 9 35 52.2 2.5 2.635 9 0 9 120 0.0086 10.7 0 0.1 094 10.7 7Path No: S14 S13 9.42 9.42 5.6 5.6 17.4 17.4 1.5 1.68 10 0 10 120 0.0102 9.7 0 0.1 S13 095 9.42 9 5.6 17.5 35 1.5 1.68 1x(us.Tee-Br)=9.84 1x(us.90)=4.92 3.54 14.76 18.3 120 0.0368 9.8 0.2 0.7 095 10.7 8Path No: 017 019 9 18 0 35.7 1.5 1.68 2x(us.90)=9.84 9.83 9.84 19.68 120 0.0383 24.2 -3.9 0.8 019 024-I 18 27 0 35.7 1.5 1.598 1x(coupling)=1.46 3x(BM.90)=24 1x(BM.Tee-Run)=1 16.61 26.46 43.07 150 0.0323 21 -3.9 1.4 024-I 024-O 27 27 0 35.7 1.5 0 0.16 0 0.16 0 2.1665 18.5 0 0.3 BFV-N *** 024-O 015 27 27 0 35.7 1.5 1.598 1x(us.Tee-Br)=11.65 0.99 11.65 12.64 150 0.0323 18.9 0 0.4 015 016 27 9 0 35.7 2.5 2.635 18 0 18 120 0.0043 19.3 7.8 0.1 016 27.1 * 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 17.25 ft/s occurs in the following pipe(s): (075-O-S18), (017-075-I), (123-O-016) Date 3/25/2020 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM Pressure vs. Flow Function Design Area: 2; 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: 2; BFP Ref.: 229 (AmesC200H, Size = 2.5); Inlet Node: 123-I; Outlet Node: 123-O Flow, gpm050100 120150200250300350Pressure, psi8.35 7.35 6.35 5.35 4.35 3.35 2.35 1.35 0.35 6.8 psi @ 293.2 gpm Date 3/25/2020 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM Pressure Loss Function Design Area: 2; Valve Ref.: 227 (BFV-N, Size = 1.5); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm050 100150200Pressure, psi4.5 3.5 2.5 1.5 0.5 0.3 psi @ 35.7 gpm Pressure Loss Function Design Area: 2; Valve Ref.: 228 (BFV-N, Size = 2.5); Inlet Node: 075-I; Outlet Node: 075-O Flow, gpm4896143191239 287335382430478Pressure, psi5.611 4.611 3.611 2.611 1.611 0.611 2.3 psi @ 293.2 gpm Date 3/25/2020 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ 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) 3 HEATED ATTIC NFPA 13 0.135 553 110 5 0 100 175.5 34.9 Wet 1710 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 3/6/2018 BUFFUM ST W1 THIS CALCULATION INCLUDES THE ENTIRE HEATED ATTIC SPACE ABOVE THE THIRD LEVEL (NO MECHANICAL OR STORAGE) Project Name : NEW AUTOMATIC SPRINKLER SYSTEM Contract No. : 380-026 Project Location: 96 NORTH STREET City: SALEM, MA 01970 Date: 3/25/2020 Name of Contractor: VILLAGE FIRE PROTECTION Address: P.O. BOX 122 Phone Number: (603) 373-8349 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: MERRIMAC, MA 01860 E-mail: Job Information Contractor Information Notes Date 3/25/2020 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMDiagram for Design Area : 3 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 3/25/2020Page 26Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM Hydraulic Analysis for : 3 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 79.7 175.5 34.9 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) 75.5 0 0 75.5 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 34.9 75.5 N/A Sprinklers Other Date 3/25/2020 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEMHydraulic Analysis for : 3Flow, gpmPressure, psi9080706050403020100S1S257.464D1D2D2D3SupplySystem DemandAdd. Out. Hose0300 400500600700800Date 3/25/2020Page 28Copyright © 2002-2012 Tyco Fire Protection ProductsFile: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 750S2 60Supply point #2 - Residual 0D1 13Elevation Pressure 75.5D2 34.9System Demand 175.5D3 34.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 137.3Supply79.1 43.8 175.5 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 A1 5.6 0.1 11 7 0.135 714.8110Overhead Sprinkler A2 5.6 0.1 11 7 0.135 7.114.9110Overhead Sprinkler A3 5.6 0.1 11 7 0.138 7.315.2110Overhead Sprinkler A4 5.6 0.1 11 7 0.139 7.515.3110Overhead Sprinkler A5 5.6 0.1 11 7 0.139 7.415.3110Overhead Sprinkler Date 3/25/2020 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Job : NEW AUTOMATIC SPRINKLER SYSTEM 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 A1 Overhead Sprinkler HEAD 5.6 0 32 110 2197.4 -192.9 A2 Overhead Sprinkler HEAD 5.6 0 32 110 2187.4 -192.9 A3 Overhead Sprinkler HEAD 5.6 0 32 110 2177.4 -192.9 A5 Overhead Sprinkler HEAD 5.6 0 32 110 2157.4 -192.9 A4 Overhead Sprinkler HEAD 5.6 0 32 110 2167.4 -192.9 165 Node NODE us.Tee 0 32 2175.69 -192.9 015 Node NODE us.Tee 0 27 2163.62 -198.23 024-O Node NODE us.90 0 27 2158.73 -198.86 024-I Node NODE coupling 0 27 2158.89 -198.86 019 Node NODE us.90 0 18 2165.87 -198.23 017 Node NODE us.Tee 0 9 2165.04 -198.23 016 Node NODE us.Tee 0 9 2163.62 -198.23 123-O Node NODE coupling 0 -6 2150 -183 W1 Supply SUPPLY 0 2 2597.83 -61.03 123-I Node NODE coupling 0 -6 2150 -180.66 126 Node NODE us.90 0 -6 2122.55 -178.71 Date 3/25/2020 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM 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: A1 A2 32 32 5.6 5.6 14.8 14.8 1.5 1.68 10 0 10 120 0.0075 7 0 0.1 A2 A3 32 32 5.6 5.6 14.9 29.7 1.5 1.68 10 0 10 120 0.0272 7.1 0 0.3 A3 165 32 32 5.6 15.2 44.9 1.5 1.68 1x(us.Tee-Br)=9.84 1.71 9.84 11.55 120 0.0585 7.3 0 0.7 165 015 32 27 30.6 75.5 1.5 1.68 2x(us.90)=9.84 20.19 9.84 30.03 120 0.1531 8 2.2 4.6 015 016 27 9 -8.1 67.4 2.5 2.635 18 0 18 120 0.0139 14.8 7.8 0.2 016 123-O 9 -6 8.1 75.5 2.5 2.635 1x(coupling)=1.37 1x(us.Tee-Br)=16.47 4x(us.90)=32.95 43.85 50.8 94.65 120 0.0171 22.8 6.5 1.6 123-O 123-I -6 -6 0 75.5 2.5 0 2.33 0 2.33 0 3.0527 31 0 7.1 AmesC200H *** 123-I 126 -6 -6 0 75.5 4 4.3 2x(us.90)=36.66 29.41 36.66 66.06 140 0.0012 38.1 0 0.1 126 W1 -6 2 0 75.5 6 6.4 4x(us.90)=96.77 993.3 96.77 1090.0 7 140 0.0002 38.2 -3.5 0.2 W1 34.9 2Path No: A5 A4 32 32 5.6 5.6 15.3 15.3 1.5 1.68 10 0 10 120 0.0079 7.4 0 0.1 A4 165 32 32 5.6 15.3 30.6 1.5 1.68 1x(us.Tee-Br)=9.84 8.29 9.84 18.13 120 0.0288 7.5 0 0.5 165 8 Date 3/25/2020 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Hydraulic CalculationsJob : NEW AUTOMATIC SPRINKLER SYSTEM PIPE INFORMATION 3Path No: 015 024-O 27 27 0 8.1 1.5 1.598 1x(us.Tee-Br)=11.65 1x(us.90)=5.82 0.99 17.47 18.46 150 0.0021 14.8 0 0.0 024-O 024-I 27 27 0 8.1 1.5 0 0.16 0 0.16 0 0.4638 14.8 0 0.1 BFV-N *** 024-I 019 27 18 0 8.1 1.5 1.598 1x(BM.Tee-Run)=1 1x(us.90)=5.82 3x(BM.90)=24 16.61 30.82 47.43 150 0.0021 14.9 3.9 0.1 019 017 18 9 0 8.1 1.5 1.68 1x(us.90)=4.92 9.83 4.92 14.75 120 0.0024 18.9 3.9 0.0 017 016 9 9 0 8.1 2.5 2.635 1x(us.Tee-Br)=16.47 1.42 16.47 17.9 120 0.0003 22.8 0 0 016 22.8 * 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 10.93 ft/s occurs in the following pipe(s): (015-165) Date 3/25/2020 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM Pressure vs. Flow Function Design Area: 3; 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: 3; BFP Ref.: 229 (AmesC200H, Size = 2.5); Inlet Node: 123-I; Outlet Node: 123-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 @ 75.5 gpm Date 3/25/2020 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$ Device GraphsJob : NEW AUTOMATIC SPRINKLER SYSTEM Pressure Loss Function Design Area: 3; Valve Ref.: 227 (BFV-N, Size = 1.5); Inlet Node: 024-I; Outlet Node: 024-O Flow, gpm050 100150200Pressure, psi4.5 3.5 2.5 1.5 0.5 0.1 psi @ 8.1 gpm Date 3/25/2020 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: 96 NORTH ST_1_1_2294.sv$