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FWW Salem SR - Calcs 6-30-2020 Stamped
Project Name : F.W. WEBB COMPANY - SHOWROOM FIT-UP Drawing No. : 290-177 Project Location: 89 MARGIN 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) 1ORD HAZ II1028533.1Required650.2241125014.29Demand (HW)Date 6/30/2020Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: WEBB - FP.dwg06-30-2020 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 SHOWROOM ORD HAZ II 0.2 1028 120 11 0 250 533.1 65 Wet 485.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 6/18/2020 89 MARGIN ST W1 THIS CALCULATION INCLUDES THE HMD 1028 SF OF RENOVATED RETAIL SPACE Project Name : F.W. WEBB COMPANY - SHOWROOM FIT-UP Contract No. : 290-177 Project Location: 89 MARGIN STREET City: SALEM, MA 01970 Date: 6/30/2020 Name of Contractor: D.A.S. FIRE PROTECTION Address: 62 FOREST RIDGE DRIVE Phone Number: (978) 360-8459 Name of Designer: JFP SOLUTIONS, INC. Authority Having Jurisdiction: SALEM FD City: ROWLEY, MA 01969 E-mail: Job Information Contractor Information Notes Date 6/30/2020 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UPDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 6/30/2020Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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 1077 77 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis W1 80 77 1077 79.7 533.1 65 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) 283.1 0 0 283.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 65 283.1 N/A Sprinklers Other Date 6/30/2020 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UPHydraulic Analysis for : 1Flow, gpmPressure, psi9080706050403020100S1S276.336D1D2D2D3SupplySystem DemandAdd. Out. Hose0 400 500 600 700 800 900 1000 11001200Date 6/30/2020Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UP Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1077S2 77Supply point #2 - Residual 0D1 3.3Elevation Pressure 283.1D2 65System Demand 533.1D3 65System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 317.8Supply79.7 14.2 533.1 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 8 0.2 24 9 0.202 9.224.2120Overhead Sprinkler S10 8 0.2 24 9 0.216 10.525.9120Overhead Sprinkler S11 8 0.2 24 9 0.224 11.226.8120Overhead Sprinkler S2 8 0.2 24 9 0.2 924120Overhead Sprinkler S3 8 0.2 24 9 0.211 10.125.4120Overhead Sprinkler S4 8 0.2 24 9 0.217 10.526120Overhead Sprinkler S5 8 0.2 24 9 0.224 11.326.8120Overhead Sprinkler S6 8 0.2 24 9 0.224 11.326.9120Overhead Sprinkler S7 8 0.2 24 9 0.218 10.726.2120Overhead Sprinkler S8 8 0.2 24 9 0.212 10.125.5120Overhead Sprinkler S9 8 0.2 24 9 0.212 10.125.4120Overhead Sprinkler Date 6/30/2020 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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 S2 Overhead Sprinkler HEAD 8 0 9.5 120 3170.73 1013.03 S1 Overhead Sprinkler HEAD 8 0 9.5 120 3158.73 1013.03 S3 Overhead Sprinkler HEAD 8 0 9.5 120 3158.73 1023.03 S9 Overhead Sprinkler HEAD 8 0 9.5 120 3158.73 1043.03 S8 Overhead Sprinkler HEAD 8 0 9.5 120 3158.73 1033.03 S10 Overhead Sprinkler HEAD 8 0 9.5 120 3170.73 1043.03 S4 Overhead Sprinkler HEAD 8 0 9.5 120 3170.73 1023.03 S7 Overhead Sprinkler HEAD 8 0 9.5 120 3170.73 1033.03 S11 Overhead Sprinkler HEAD 8 0 9.5 120 3178.73 1043.03 S5 Overhead Sprinkler HEAD 8 0 9.5 120 3182.73 1027.03 S6 Overhead Sprinkler HEAD 8 0 9.5 120 3182.73 1037.03 187 Node NODE us.Tee 0 12 3170.73 1011.53 003 Node NODE us.Tee 0 12 3158.73 1011.53 004 Node NODE us.Tee 0 12 3157.27 1011.53 006 Node NODE us.Tee 0 12 3157.27 1023.68 007 Node NODE us.Tee 0 12 3157.27 1032.57 008 Node NODE us.Tee 0 12 3157.27 1043.41 010 Node NODE us.Tee 0 12 3158.73 1043.41 072 Node NODE us.Tee 0 12 3158.73 1023.68 121 Node NODE us.Tee 0 12 3158.73 1032.57 011 Node NODE us.Tee 0 12 3170.73 1043.41 071 Node NODE us.Tee 0 12 3170.73 1023.68 120 Node NODE us.Tee 0 12 3170.73 1032.57 012 Node NODE us.Tee 0 12 3178.73 1043.41 069 Node NODE us.Tee 0 12 3182.73 1023.68 Date 6/30/2020 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Job : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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 119 Node NODE us.Tee 0 12 3182.73 1032.57 025 Node NODE us.Tee 0 12 3273.31 1040.07 026 Node NODE us.Tee 0 12 3273.31 1032.57 027 Node NODE us.Tee 0 12 3273.31 1020.57 033 Node NODE us.Tee 0 2.5 3277.74 1009.24 035-O Node NODE coupling 0 2.5 3278.46 1009.24 035-I Node NODE coupling 0 2.5 3280.84 1009.24 W1 Supply SUPPLY 0 2 3172.38 942.53 037 Node NODE us.90 0 -8 3281.28 1009.24 038 Node NODE us.90 0 -8 3281.28 946.53 Date 6/30/2020 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Hydraulic CalculationsJob : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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: S2 187 9.5 12 8 24 24 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 4.83 9 13.83 120 0.1817 9 -1.1 2.5 187 003 12 12 0 24 1.5 1.68 12 0 12 120 0.0183 10.4 0 0.2 003 004 12 12 24.2 48.2 1.5 1.68 1x(us.Tee-Br)=9.84 1.47 9.84 11.31 120 0.0668 10.7 0 0.8 004 006 12 12 0 48.2 2.5 2.635 12.15 0 12.15 120 0.0075 11.4 0 0.1 006 007 12 12 -16 32.2 2.5 2.635 8.89 0 8.89 120 0.0035 11.5 0 0.0 007 121 12 12 -13.1 19.1 1.5 1.68 1x(us.Tee-Br)=9.84 1.47 9.84 11.31 120 0.012 11.5 0 0.1 121 120 12 12 25.5 44.6 1.5 1.68 12 0 12 120 0.0577 11.7 0 0.7 120 119 12 12 26.2 70.8 1.5 1.68 12 0 12 120 0.1358 12.4 0 1.6 119 026 12 12 26.9 97.7 1.5 1.68 1x(us.Tee-Br)=9.84 90.58 9.84 100.42 120 0.2467 14 0 24.8 026 027 12 12 91.2 188.9 2.5 2.635 12 0 12 120 0.0935 38.8 0 1.1 027 033 12 2.5 94.3 283.1 2.5 2.635 1x(us.Tee-Br)=16.47 3x(us.90)=24.71 25.27 41.19 66.45 120 0.1979 39.9 4.1 13.2 033 035-O 2.5 2.5 0 283.1 3 3.26 1x(coupling)=1.34 0.72 1.34 2.07 120 0.0702 57.1 0 0.1 035-O 035-I 2.5 2.5 0 283.1 3 0 2.38 0 2.38 0 1.7677 57.3 0 4.2 AmesC200H *** 035-I 037 2.5 -8 0 283.1 3 3.26 2x(us.90)=18.82 10.94 18.82 29.76 120 0.0702 61.5 4.5 2.1 037 038 -8 -8 0 283.1 4 4.3 1x(us.90)=18.33 62.71 18.33 81.04 140 0.0137 68.1 0 1.1 038 W1 -8 2 0 283.1 8 8.55 2x(us.90)=63.4 122.9 63.4 186.3 140 0.0005 69.2 -4.3 0.1 W1 65 Date 6/30/2020 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Hydraulic CalculationsJob : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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 2Path No: S1 003 9.5 12 8 24.2 24.2 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 4.83 9 13.83 120 0.185 9.2 -1.1 2.6 003 10.7 3Path No: S3 072 9.5 12 8 25.4 25.4 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.98 9 12.98 120 0.2015 10.1 -1.1 2.6 072 071 12 12 16 41.4 1.5 1.68 12 0 12 120 0.0504 11.6 0 0.6 071 069 12 12 26 67.4 1.5 1.68 12 0 12 120 0.1242 12.2 0 1.5 069 027 12 12 26.8 94.3 1.5 1.68 1x(us.Tee-Br)=9.84 2x(us.90)=9.84 93.68 19.68 113.37 120 0.231 13.7 0 26.2 027 39.9 4Path No: S9 010 9.5 12 8 25.4 25.4 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.71 9 12.71 120 0.2018 10.1 -1.1 2.6 010 011 12 12 13.1 38.5 1.5 1.68 12 0 12 120 0.044 11.6 0 0.5 011 012 12 12 25.9 64.4 1.5 1.68 8 0 8 120 0.1142 12.1 0 0.9 012 025 12 12 26.8 91.2 1.5 1.68 1x(us.Tee-Br)=9.84 2x(us.90)=9.84 97.91 19.68 117.59 120 0.2175 13 0 25.6 025 026 12 12 0 91.2 2.5 2.635 7.5 0 7.5 120 0.0243 38.6 0 0.2 026 38.8 5Path No: S8 121 9.5 12 8 25.5 25.5 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.79 9 12.79 120 0.2031 10.1 -1.1 2.6 121 11.7 Date 6/30/2020 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Hydraulic CalculationsJob : F.W. WEBB COMPANY - SHOWROOM FIT-UP 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 6Path No: S10 011 9.5 12 8 25.9 25.9 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.71 9 12.71 120 0.2097 10.5 -1.1 2.7 011 12.1 7Path No: S4 071 9.5 12 8 26 26 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.98 9 12.98 120 0.2106 10.5 -1.1 2.7 071 12.2 8Path No: S7 120 9.5 12 8 26.2 26.2 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.79 9 12.79 120 0.2135 10.7 -1.1 2.7 120 12.4 9Path No: S11 012 9.5 12 8 26.8 26.8 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 3.71 9 12.71 120 0.2233 11.2 -1.1 2.8 012 13 10Path No: S5 069 9.5 12 8 26.8 26.8 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 6.69 9 15.69 120 0.2237 11.3 -1.1 3.5 069 13.7 11Path No: S6 119 9.5 12 8 26.9 26.9 1 1.049 1x(us.Tee-Br)=5 2x(us.90)=4 7.79 9 16.79 120 0.2244 11.3 -1.1 3.8 119 14 12Path No: 006 072 12 12 0 16 1.5 1.68 1x(us.Tee-Br)=9.84 1.47 9.84 11.31 120 0.0087 11.5 0 0.1 072 11.6 Date 6/30/2020 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Hydraulic CalculationsJob : F.W. WEBB COMPANY - SHOWROOM FIT-UP PIPE INFORMATION 13Path No: 007 008 12 12 0 13.1 2.5 2.635 1x(us.Tee-Br)=16.47 10.83 16.47 27.31 120 0.0007 11.5 0 0.0 008 010 12 12 0 13.1 1.5 1.68 1.47 0 1.47 120 0.006 11.5 0 0 010 11.6 * 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 16.66 ft/s occurs in the following pipe(s): (033-027) Date 6/30/2020 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg Device GraphsJob : F.W. WEBB COMPANY - SHOWROOM FIT-UP Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm0200300400500600700800 90010001077Pressure, 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.: 251 (AmesC200H, Size = 3); Inlet Node: 035-I; Outlet Node: 035-O Flow, gpm050100150 180250300340400500Pressure, psi9.89 8.89 7.89 6.89 5.89 4.89 3.89 2.89 1.89 0.89 4.2 psi @ 283.1 gpm Date 6/30/2020 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: WEBB - FP.dwg