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HomeMy WebLinkAboutCALCULATION SUMMARYProject Name : Wallabys Fabrications • Drawing No. Design Areas CALCULATION SUMMARY SC Project Location: 3414 Industrial 33 Street d \. City: Fort Pierce, Florida 34946 St L uae v0urlty Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (R2) (gpm) (PSI) (gPm/ft2) (Psi) (gpm) , # (gpm) (Psi) 1 Demand (HW) ordinary Hazard Group 1300 447.1 Required 0.15 7.2 15 13 250 41.9 .1 ® M C M woom 0A0* >0 Z..M M T U) c 0 9. D CD z C� o M 5 File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Date 7/15/2019 Fabrication\19-041_FP_20.dwg Page 1 Copyright @ 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS .for Job Information Project Name : Wallaby's Fabrications Contract No.: City: Fort Pierce, Florida 34946 Project Location: 3414 Industrial 33 Street Date: 7/1012019 Contractor Information Name of Contractor. Total Life Safety Corporation Address: 1045 NE Industrial Blvd City: Jensen Beach, Florida 34957 Phone Number: 772-334-0577 E-mail: Name of Designer: Victor Lavelle Authority Having Jurisdiction: City of Fort Pierce Design Remote Area Name 1 Remote Area Location Warehouse Occupancy Classification Ordinary Hazard Group I Density (gpm/fP) 0.15 Area of Application (ft') 1300 Coverage per Sprinkler (fN) 100 Number of Calculated Sprinklers 13 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 447.1 Required Pressure at Source (psi) 25.6 Type of System Wet Volume - Entire System (gal) 599.2 gal Water Supply Information Date 7/1012019 Location Source W1 Notes File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fab rication\19-041 _FP_20.dwg Date 7115/2019, Copyright 02002-2012 Tyco Fire Protection Products Page 2 Job : Wallaby's Fabrications t Diagram for Design Area: 1 (Onfimi7Pd Hvdrai lir- SimnlifiPdl Node Labels: Off Pipe Labels: Off File: C:\Users\Vidor Lavalle\OneDriveUavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041_FP_20.dwg Date 7/15/2019 Copyright ©2ao2-2012 Tyco Fire Protection Products Page 3 Job : Wallaby's Fabrications M Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1 : W1 Supply Analysis Hydraulic Analysis for: 1 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Flow m Pressure(psi) 0 69 1160 60 Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure (Psi) (psi) (gpm) (Psi) (gpm) (psi) W1 69 60 1160 68.7 447.1 25.6 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 250 Other (custom defined) Hose Flow (gpm) - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprnkler Flow (gpm) 197.1 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow (gpm) 197.1 Other Required Margin of Safety (%) 10 Wt -Pressure (psi) 25.6 Wt -Flow (gpm) 197.1 Demand w/o System Pump(s) N/A File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys_ Fab ricatio n\19-041 _FP_20.dwg Date 7/15/2019, Copyright O 2002-2012 Tyw Fire Protection Products .Page 4 Job : Wallaby's Fabrications Rol 1 S! Hydraulic Analysis for: 1 in Supply @ Supply; Safety Pressure -W System Demand i Add. Out. Hose Flow, gpm File: C:\Users\Uctor LavallelOneDriveWlavrix Corporation\Projects\201 9\1 9-041 Wallabys Date 7/15/2019 I Fabrication\19-041_FP_20.dwg Page 5 I Copyright© 2002-2012 Tyco Fire Protection Products Job : Wallaby's Fabrications Hydraulic Analysis for: 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) St Supply point #1 -Static 0 69 S2 Supply point #2 - Residual 1160 60 D1 Elevation Pressure 0 12.6 D2 System Demand 197.1 25.6 D3 System Demand +Add.Out.Hose 447.1 25.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 67.6 429.2 1 41.9 447.1 Supply; Safety Pressure 61 400.5 35.1 447.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi":) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Al Overhead 100 5.6 0.15 15 7.2 0.151 15.1 7.2 Sprinkler A10 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.6 Sprinkler All Overhead 100 5.6 0.15 15 7.2 0.154 15.4 7.6 Sprinkler Al2 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.6 Sprinkler A13 Overhead 100 5.6 0.15 15 7.2 0.155 15.5 7.6 Sprinkler A2 Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler A3 Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler A4 Overhead 100 5.6 0.15 15 7.2 0.151 15.1 7.2 Sprinkler As Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler A6 Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler A7 Overhead 100 5.6 0.15 15 7.2 0.151 15.1 7.2 Sprinkler Aa Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler File: C:\UsersNctor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 A9 Overhead 100 5.6 0.15 15 7.2 0.15 15 7.2 Sprinkler File: CAUsers\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fab ricetion\19-041 _FP_20.dwg Date 7/15/2019 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: Wallaby's Fabrications Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psilh gpm ft2 psi psi ft gpm gpm/ft2 psi gpm A2 Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0 0.15 -12.6 15 AS Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0 0.15 1712.6 15 A3 Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0 0.15 -12.6 15 A6 Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0 0.15 -12.6 15 A8 Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0 0.15 -12.6 15 A9 Overhead Sprinkler 5.6 15 100 7.2 7.2 26 HEAD Open 0.0 0.15 -12.6 15 Al Overhead Sprinkler 5.6 15.1 100 7.2 7.2 26 HEAD Open 10.1 0.151 -12.6 15 A4 Overhead Sprinkler 5.6 15.1 100 7.2 7.2 26 HEAD Open 0.1 0.151 -12.6 15 A7 Overhead Sprinkler 5.6 15.1 100 7.2 7.2 26 HEAD Open 0.1 0.151 -12.6 15 All Overhead Sprinkler 5.6 15.4 100 7.6 7.2 26 HEAD Open 0.4 0.154 -12.6 15 A10 Overhead Sprinkler 5.6 15.5 100 7.6 7.2 26 1 HEAD Open 0.5 0.155 -12.6 15 A13 Overhead Sprinkler 5.6 15.5 100 7.6 7.2 26 HEAD Open 0.5 0.155 -12.6 15 Al2 Overhead Sprinkler 5.6 15.5 100 7.6 7.2 26 HEAD Open 0.5 0.155 -12.6 15 101 Node 9 23 NODE -11.3 089 Node 9 23 NODE -11.3 102 Node 9 23 NODE -11.3 090 Node 9 23 NODE -11.3 077 Node 9 23 NODE -11.3 078 Node 9 23 NODE -11.3 100 Node 9.1 23 NODE -11.3 088 Node 9.1 23 NODE -11.3 076 Node 9.1 23 NODE -11.3 065 Node 9.5 23 NODE 064 Node 9.5 23 NODE -11.3 120 Node 9.5 23 NODE -11.3 File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-b41 Wallabys Fab rication\19-041 _FP_20.dwg Date 7/15/2019 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job : Wallaby's Fabrications Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge 9pm/psis/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 001 Node 9.5 23 NODE -11.3 243 Node 10.3 23 NODE -11.3 234 Node 10.3 23 NODE -11.3 OS9 Node 11.2 20 NODE -10 058 Node 11.2 20 NODE -10 060 Node 11.2 -20 NODE -10 061 Node 11.2 20 NODE -10 062 Node 11.2 20 NODE -10 004 Node 11.2 20 NODE -10 044 Node 11.3 20 NODE -10 043 Node 11.3 20 NODE -10 042 Node 11.3 20 NODE -10 041 Node 11.3 20 NODE -10 005 Node 11.3 20 NODE -10 040 Node 11.3 20 NODE -10 039 Node 11.3 20 NODE -10 006 Node 11.3 20 NODE -10 038 Node 11.3 20 NODE -10 037 Node 11.3 20 NODE -10 007 Node 11.4 20 NODE -10 008 Node 11.4 20 NODE -10 009 Node 11.4 20 NODE -10 034 Node 11.4 20 NODE -10 O10 Node 11.4 20 NODE -10 033 Node 11.4 20 NODE -10 File: C:\Users\Victor Lavalle\OneDdve\Ntavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job : Wallaby's Fabrications Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'h gpm ft2 psi psi ft gpm gpm/ft2 psi gpm Oil Node 11.5 20 NODE -10 032 Node 11.5 20 NODE -10 012 Node 11.5 20 NODE -10 031 Node 11.5 20 NODE -10 013 Node 11.5 20 NODE -10 030 Node 11.5 20 NODE -10 014 Node 11.5 20 NODE -10 029 Node 11.6 20 NODE -10 015 Node 11.6 20 NODE -10 028 Node 11.6 20 NODE -10 016 Node 11.6 20 NODE -10 027 Node 11.6 20 NODE -10 026 Node 11.6 20 NODE -10 025 Node 11.7 20 NODE -10 019 Node 11.8 20 NODE -10 023 Node 22.5 -3 NODE 0 024-0 Node 22.6 -3 NODE 0 024-I Node 25.6 -3 NODE 0 Wi Supply -197.1 25.6 -3 SUPPLY 0 File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 FP_20.dwg Date 7/15/2019. Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flaw (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/PsPh) (gpm) (in) (ft) (ft) (Psl) (Psi) Path No: 1 A2 26 5.6 15 1 lx(us.Tee-Br)=6.22 3 120 7.2 101 23 15 1.097 6.22 0.0612 1.3 9.22 0.6 101 23 -2.5 1.5 12 120 9 100 23 12.5 1.68 0 0.0055 0 12 0.1 100 23 15.1 1.5 2x(us.Tee-Br)=19.68 13.28 120 9.1 059 20 27.6 1.68 19.68 0.0237 1.3 32.96 0.8 059 20 -3.8 4 10 120 11.2 060 20 23.7 4.26 - 0 0.0002 0 10 0 060 20 27.6 4 10 120 11.2 061 20 51.3 4.26 0 0.0008 0 10 0 061 20 27.6 4 10 120 11.2 062 20 76.9 4.26 0 0.0018 0 10 0.0 062 20 19.4 4 10 120 11.2 004 20 98.3 4.26 0 0.0027 0 10 0.0 004 20 19.5 4 10 120 11.2 005 20 117.8 4.26 0 0.0038 0 10 0.0 005 20 -2.5 4 10 120 11.3 006 20 115.3 4.26 0 0.0036 0 10 0.0 006 20 -1.8 4 10 120 11.3 007 20 113.5 4.26 0 0.0035 0 10 0.0 007 20 -3.7 4 8.28 120 11.4 008 20 109.7 4.26 0 0.0033 0 8.28 0.0 008 20 -3.5 4 10 120 11.4 009 20 106.3 4.26 0 0.0031 0 10 0.0 009 20 -3.3 4 10 120 11.4 O10 20 103 4.26 0 0.0029 0 10 0.0 O10 20 -3.1 4 10 120 11.4 O11 20 99.8 4.26 0 0.0028 0 10 0.0 Oil 20 -3.1 4 10 120 11.5 012 20 96.7 4.26 0 0.0026 0 10 0.0 012 20 -3.2 4 10 120 11.5 013 20 93.6 4.26 0 0.0025 0 10 0.0 File: C:\Users\Victor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabricetion\19-041 _FP_20.dwg Date 7/15/2019 Copyright m 2002-2012 Tyco Fire Protection Products Page 11 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/.) (gpm) (in) (ft) (ft) I (Psi) (p70 Path No: 1 013 20 -3.3 4 10 120 11.5 014 20 90.3 4.26 0 0.0023 0 10 0.0 014 20 -3.5 4 10 120 11.5 015 20 86.7 4.26 0 0.0021 0 10 0.0 015 20 -1.5 4 10 120 11.6 016 20 85.3 4.26 0 0.0021 0 10 0.0 016 20 -4.1 4 lx(us.90)=13.17 95.63 120 11.6 019 20 81.1 4.26 13.17 0.0019 0 108.79 0.2 019 20 115.9 4 4x(us.90)=52.67 27.74 120 11.8 023 -3 197.1 4.26 52.67 0.009 7 10 80.41 0.8 023 -3 0 6 lx(coupling)=1.73 19.35 140 22.5 024-0 -3 197.1 6.4 1.73 0.001 0 21.08 0.0 024-0 -3 0 6 4.04 0 22.6 Ames3000SS 024-I -3 197.1 0 0 0.7512 0 *** 4.04 3 024-I -3 0 6 4.29 140 25.6 W1 -3 197.1 6.4 0 0.001 0 4.29 0 W 1 25.6 Path No: 2 A5 26 5.6 15 1 lx(us.Tee-Br)=6.22 3 120 7.2 089 23 15 1.097 6.22 0.0612 1.3 9.22 0.6 089 23 -2.5 1.5 12 120 9 088 23 12.5 1.68 0 0.0055 0 12 0.1 088 23 15.1 1.5 2x(us.Tee-Br)=19.68 13.28 120 9.1 060 20 27.6 1.68 19.68 0.0237 1.3 32.96 0.8 060 11.2 File: C:\Users\Victor Lavalle\OneDrive\Mavrjx Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Path No: 3 A3 26 5.6 15 1 Sx(us.Tee-Br)=6.22 3 120 7.2 102 23 15 1.097 6.22 0.0612 1.3 9.22 0.6 102 23 2.5 1.5 2x(us.Tee-Br)=19.68 71.39 120 9 043 20 17.5 1.68 19.68 0.0102 1.3 91.08 0.9 043 20 3.8 4 10 120 11.3 042 20 21.3 4.26 0 0.0002 0 10 0 042 20 17.5 4 10 120 11.3 041 20 38.8 4.26 0 0.0005 0 10 0 041 20 17.5 4 10 120 11.3 040 20 56.3 4.26 0 0.001 0 10 0 040 20 11.5 4 10 120 11.3 039 20 67.8 4.26 0 0.0014 0 10 0.0 039 20 11.4 4 10 120 11.3 038 20 79.3 4.26 0 0.0018 0 10 0.0 038 20 2.5 4 10 120 11.3 037 20 81.7 4.26 0 0.0019 0 10 0.0 037 20 1.8 4 2x(us.90)=26.33 20 120 11.3 034 20 83.6 4.26 26.33 0.002 0 46.33 0.1 034 20 3.7 4 8.28 120 11.4 033 20 87.3 4.26 0 0.0022 0 8.28 0.0 033 20 3.5 4 10 120 11.4 032 20 90.8 4.26 0 0.0023 0 10 0.0 032 20 3.3 4 10 120 11.5 031 20 94.1 4.26 0 0.0025 0 10 0.0 031 20 3.1 4 10 120 11.5 030 20 97.2 4.26 0 0.0026 0 10 0.0 030 20 3.1 4 10 120 11.5 029 20 100.3 4.26 0 0.0028 0 10 0.0 029 20 3.2 4 10 120 11.6 028 20 103.5 4.26 0 0.003 0 10 0.0 028 20 3.3 4 10 120 11.6 027 20 106.8 4.26 0 0.0031 0 10 0.0 027 20 3.5 4 10 120 11.6 026 20 110.3 4.26 0 0.0033 0 10 0.0 026 20 1.5 4 10 120 11.6 025 20 111.8 4.26 0 0.0034 0 10 0.0 File: C:\Users\vctor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabdcation\19-041 _FP_20. dwg Date 7/15/2019 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total Flow (Q) Actual ID quantity x (name) = length F Pf per It elev (Pe) NOTES T frict (Pf) (h) (gpM/Psih) (gpm) (in) (K) (h) (psi) (Psi) 025 20 4.1 4 lx(us.Tee-Br)=26.33 2.96 120 11.7 019 20 115.9 4.26 26.33 0.0036 0 29.29 I0.1 019 11.8 Path No: 4 A6 26 5.6 15 1 lx(us.Tee-Br)=6.22 3 120 7.2 090 23 15 1.097 6.22 0.0612 1.3 9.22 0.6 090 23 2.5 1.5 2x(us.Tee-Br)=19.68 71.39 120 9 042 20 17.5 1.68 19.68 0.0102 1.3 91.08 0.9 042 11.3 Path No: 5 A8 26 5.6 15 1 lx(us.Tee-Br)=6.22 3 120 7.2 077 23 15 1.097 6.22 0.0613 1.3 9.22 0.6 077 23 -2.5 1.5 12 120 9 076 23 12.5 1.68 0 0:0055 0 12 - 0.1 076 23 15.1 1.5 2x(us.Tee-Br)=19.68 13.28 120 9.1 061 20 27.6 1.68 19.68 0.0238 1.3 32.96 0.8 061 11.2 Path No: 6 A9 26 5.6 15 1 1x(us.7ee-Br)=6.22 3 120E 078 23 15 1.097 6.22 0.0613 9.22 078 23 2.5 1.5 2x(us.Tee-Br)=19.68 71.39 120041 20 17.5 1.68 19.68 0.010291.08 041 11.3 Path No: 7 Al 26 5.6 15.1 1 lx(us.Tee-Br)=6.22 3 120 7.2 100 23 15.1 1.097 6.22 0.0617 1.3 9.22 0.6 100 9.1 Path No: 8 A4 26 5.6 15.1 1 lx(us.Tee-Br)=6.22 3 120 7.2 088 23 15.1 1.097 6.22 0.0617 1.3 9.22 0.6 088 9.1 File: C:\Users\Victor Lavalle\OneDriveNavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041_FP_20.dwg Date 7/15/2019 Copyright© 2002-2012 Tyco Fire Protection Products Page 14 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Path No: 9 A7 26 5.6 15.1 1 lx(us.Tee-Br)=6.22 3 120 7.2 076 23 15.1 1.097 6.22 0.0618 1.3 9.22 0.6 076 9.1 Path No: 10 All 26 5.6 15.4 1 lx(us.Tee-Br)=6.22 3 120 7.6 065 23 15.4 1.097 6.22 0.0646 1.3 9.22 0.6 065 23 -3.9 1.5 2x(us.Tee-Br)=19.68 13.39 120 9.5 040 20 11.5 1.68 19.68 0.0041 1.3 103.08 0.5 040 11.3 Path No: 11 A10 26 5.6 15.5 1 lx(us.Tee-Br)=6.22 3 120 7.6 064 23 15.5 1.097 6.22 0.0647 1.3 9.22 0.6 064 23 3.9 1.5 2x(us.Tee-Br)=19.68 13.28 120 9.5 062 20 19.4 1.68 19.68 0.0123 1.3 32.96 0.4 062 11.2 Path No: 12 A13 261 5.6 15.5 1 lx(us.Tee-Br)=6.22 3 120 7.6 120 23 15.5 1.097 6.22 0.0648 1.3 9.22 0.6 120 23 -4 1.5 2x(us.Tee-Br)=19.68 83.39 120 9.5 039 20 11.4 1.68 19.68 0.0046 1.3 103.08 0.5 039 11.3 Path No: 13 Al2 26 5.6 15.5 1 lx(us.Tee-Br)=6.22 3 120 7.6 001 23 15.5 1.097 6.22 0.0648 1.3 9.22 0.6 001 23 4 1.5 2x(us.Tee-Br)=19.68 13.28 120 9.5 004 20 19.5 1.68 19.68 0.0125 1.3 32.96 0.4 004 11.2 Path No: 14 101 23 0 1.5 12 120 9 102 23 2.5 1.68 0 0.0003 0 12 0 102 9 File: C:\Users\Victor Lavalle\OneDrive\Mavdx Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Path No: 15 059 20 0 4 lx(us.Tee-Br)=26.33 10 120 11.2 058 20 3.8 4.26 26.33 0 0 36.33 0 058 20 0 1.5 3x(us.Tee-Br)=29.53 108.67 120 11.2 044 20 3.8 1.68 29.53 0.0006 0 138.19 0.1 044 20 0 4 10 120 11.3 043 20 3.8 4.26 0 0 0 10 0 043 11.3 Path No: 16 005 20 0 1.5 4x(us.Tee-Br)=39.37 108.67 120 11.3 638 20 2.5 1.68 39.37 0.0003 0 148.04 0.0 038 11.3 Path No: 17 006 20 0 1.5 4x(us.Tee-Br)=39.37 108.67 120 11.3 037 20 1.8 1.68 39.37 0.0002 0 148.04 0.0 037 11.3 Path No: 18 007 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.4 034 20 3.7 1.68 39.37 0.0006 0 138.04 0.1 034 11.4 Path No: 19 008 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 1211 11.4 033 20 3.5 1.68 39.37 0.0005 0 138.04 0.1 033 11.4 Path No: 20 009 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.4 032 20 3.3 1.68 39.37 0.0005 0 138.04 0.1 032 11.5 Path No: 21 010 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.4 031 20 3.1 1.68 39.37 0.0004 0 138.04 0.1 031 11.5 File: C:\Users\Victor Lavalle\OneDrive\Mavdx Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 Job : Wallaby's Fabrications Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps"M (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 011 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.5 030 20 3.1 1.68 39.37 0.0004 0 138.04 0.1 030 11.5 Path No: 23 012 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.5 029 20 3.2 1.68 39.37 0.0004 0 138.04 0.1 029 11.6 'Path No: 24 013 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.5 028 20 3.3 1.68 39.37 0.0005 0 138.04 0.1 028 11.6 - Path No: 25 014 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.5 027 20 3.5 1.68 39.37 0.0005 0 138.04 0.1 027 11.6 Path No: 26 015 20 0 1.5 2x(us.Tee-Br)=19.68 3 120 11.6 243 23 1.5 1.68 19.68 0.0001 -1.3 22.68 0 243 23 0 1 lx(us.Tee-Br)=6.22 92.67 120 10.3 234 23 1.5 1.097 6.22 0.0008 0 98.88 0.1 234 23 0 1.5 lx(us.Tee-Br)=9.84 3 120 10.3 026 20 1.5 1.68 9.84 0.0001 1.3 12.84 0 026 11.6 Path No: 27 016 20 0 1.5 4x(us.Tee-Br)=39.37 98.67 120 11.6 025 20 4.1 1.68 39.37 0.0007 0 138.04 0.1 025 11.7 Path No: 28 089 23 0 1.5 12 120 9 090 23 2.5 1.68 0 0.0003 0 12 0 090 9 - - File: C:\Users\Victor Lavalle\OneDriveWlavrix Corporation\Projectst2019\19-041 Wallabys - Fabrication\19-041_FP_20.dwg Date 7/15/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 17 Job : Wallaby's Fabrications Hydraulic Calculations c PIPE INFORMATION Node 1 Elev 1 K-Factor 1rFlowollecl( (q) Nominal ID Fittings L C Factor total (Pt)Node 2 Elev 2 K-Factor 2 Q) Actual ID quantity x (name) =length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9Prn/Psiy:) (9Prn) (in) (ft) (ft) (Psi) (Psi) Path No: 29 077 23 0 1.5 12 120 9 078 23 2.5 1.68 0 0.0003 0 12 0 078 9 Path No: 30 065 23 0 1.5 12 120 9.5 06 23 3.9 1.68 0 0.0006 0 12 0 064 9.5 'Path No: 31 120 23 0 1.5 12 120 9.5 001 23 4 1.68 0 0.0007 0 12 0 001 9.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 5.25 ft/s occurs in the following pipe(s): (001-Al2) *** 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. File: C:\Users\Victor Lavalle\OneDflve\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copyright@ 2002-2012 Tyco Fire Protection Products Page 18 Job : Wallaby's Fabrications Device Graphs I Pressure vs. Flow Function Design Area 1; Supply Ref.: M; Supply Name.M 75 70 �s w ss 50 45 40 35 30 li 20 is 10 5 0- 0 0 o c o 0 0 N l�R � N b e'er W q O ti Flow, gpm Pressure Loss Function Design Area 1; BFP Ref.: 510 (Ames3000SS, Size = 6); Inlet Node: 024-1; Outlet Node: 024-0 9 9 9 9 9 3 psi 0197.1 gpm 9 9 9 0 o e o 0 0 0 o c o 0 0 0 0 F low, gpm File: C:\UsersMctor Lavalle\OneDrive\Mavrix Corporation\Projects\2019\19-041 Wallabys Fabrication\19-041 _FP_20.dwg Date 7/15/2019 Copynghl© 2002-2012 Tyco Fire Protection Products Page 19