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HomeMy WebLinkAboutFS CALCS REVISIONS 5-8-17 - 16-00482 - Campus Courtyard 2 Bld 8 Project Name : CAMPUS COURTYARD BLDG #8 Drawing No. : 17-209 Project Location: 275 S. 5TH W. City: REXBURG, IDAHO 83440 CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 1 RESD 1200 160.1 Required 60.1 0.05 30 2 100 19.826.8Demand (HW) 2 RESD 460 193.5 Required 59.9 0.05 23 4 100 2016.9Demand (HW) 3 RESD 800 140.7 Required 38.3 0.05 20 2 100 41.716.7Demand (HW) Date 5/3/2017 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A 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 3RD FL UNIT 301 RESD 0.05 1200 600 2 0 100 160.1 60.1 Wet 400.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #8 Contract No. : 17-209 Project Location: 275 S. 5TH W. City: REXBURG, IDAHO 83440 Date: 4/18/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208-468-9115 Name of Designer: JESSICA Authority Having Jurisdiction: City: NAMPA, ID 83687 E-mail: JESSICA@PHOENIXFP.COM Job Information Contractor Information Notes Date 5/3/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 5/3/2017 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 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 : FF Flow (gpm)Pressure (psi) 0 80 1370 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis FF 80 76 1370 80 160.1 60.1 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) 60.1 0 0 60.1 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 60.1 60.1 N/A Sprinklers Other Date 5/3/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 1 Date 5/3/2017 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1370S2 76Supply point #2 - Residual 0D1 13.8Elevation Pressure 60.1D2 60.1System Demand 160.1D3 60.1System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 72.9Supply80 19.8 160.1 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 S101 5.8 0.05 30 26.8 0.05 26.830600Overhead Sprinkler S102 5.8 0.05 30 26.8 0.05 26.930.1600Overhead Sprinkler Date 5/3/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 012 18 Node NODE 35.8 -10 068-I 3.63 Node NODE 56.2 -3.7 068-O 5.25 Node NODE 49.8 -4.4 069 1 Node NODE 57.5 -2.6 291 18 Node NODE 35.7 -10 FF -5 Supply SUPPLY -60.1 60.1 0 S101 26.5 Overhead Sprinkler HEAD 5.8 Open 30 0.0 600 0.05 26.8 -13.6 26.8 30 S102 26.83 Overhead Sprinkler HEAD 5.8 Open 30.1 0.1 600 0.05 26.9 -13.8 26.8 30 Date 5/3/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #8 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: S101 012 26.5 18 5.8 30 30 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 16.88 20 36.88 150 0.1438 26.8 3.7 5.3 012 068-O 18 5.25 30.1 60.1 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 8x(BM.90)=80 15x(BM.Tee-Run)=15 174.15 126.3 300.44 150 0.0282 35.8 5.5 8.5 068-O 068-I 5.25 3.63 0 60.1 2 0 1.63 0 1.63 0 3.5118 49.8 0.7 5.7 Ames2000B *** 068-I 069 3.63 1 0 60.1 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.0282 56.2 1.1 0.1 069 FF 1 -5 0 60.1 6 6.08 3x(us.90)=64.19 244.79 64.19 308.98 150 0.0001 57.5 2.6 0.0 FF 60.1 2Path No: S102 291 26.83 18 5.8 30.1 30.1 1 1.101 1x(BM.Tee-Br)=5 3x(BM.90)=15 1x(BM.Tee-Run)=1 13.5 21 34.5 150 0.1444 26.9 3.8 5 291 012 18 18 0 30.1 2 2.003 1x(BM.Tee-Run)=1 6.52 1 7.52 150 0.0078 35.7 0 0.1 012 35.8 * 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 10.14 ft/s occurs in the following pipe(s): (291-S102) Date 5/3/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Device GraphsJob : CAMPUS COURTYARD BLDG #8 Date 5/3/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A 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) 2 3RD FL EXTERIOR WALKWAY RESD 0.05 460 460 4 0 100 193.5 59.9 Wet 405.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #8 Contract No. : 17-209 Project Location: 275 S. 5TH W. City: REXBURG, IDAHO 83440 Date: 4/18/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208-468-9115 Name of Designer: JESSICA Authority Having Jurisdiction: City: NAMPA, ID 83687 E-mail: JESSICA@PHOENIXFP.COM Job Information Contractor Information Notes Date 5/3/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 5/3/2017 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 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 : FF Flow (gpm)Pressure (psi) 0 80 1370 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis FF 80 76 1370 80 193.5 59.9 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) 93.5 0 0 93.5 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 59.9 93.5 N/A Sprinklers Other Date 5/3/2017 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 2 Date 5/3/2017 Page 13 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1370S2 76Supply point #2 - Residual 0D1 13.6Elevation Pressure 93.5D2 59.9System Demand 193.5D3 59.9System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 113.6Supply80 20 193.5 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 S201 5.6 0.05 23 16.9 0.052 18.323.9460Overhead Sprinkler S202 5.6 0.05 23 16.9 0.051 17.723.5460Overhead Sprinkler S203 5.6 0.05 23 16.9 0.05 16.923.1460Overhead Sprinkler S204 5.6 0.05 23 16.9 0.05 16.923460Overhead Sprinkler Date 5/3/2017 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm 012 18 Node NODE 27.1 -10 013 18 Node NODE 27.2 -10 015 18 Node NODE 27.4 -10 018 18 Node NODE 28.2 -10 068-I 3.63 Node NODE 55.8 -3.7 068-O 5.25 Node NODE 49.3 -4.4 069 1 Node NODE 57.2 -2.6 FF -5 Supply SUPPLY -93.5 59.9 0 S201 26.5 Overhead Sprinkler HEAD 5.6 Open 23.9 0.9 460 0.052 18.3 -13.6 16.9 23 S202 26.5 Overhead Sprinkler HEAD 5.6 Open 23.5 0.5 460 0.051 17.7 -13.6 16.9 23 S203 26.5 Overhead Sprinkler HEAD 5.6 Open 23.1 0.1 460 0.05 16.9 -13.6 16.9 23 S204 26.5 Overhead Sprinkler HEAD 5.6 Open 23 0.0 460 0.05 16.9 -13.6 16.9 23 Date 5/3/2017 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #8 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: S204 012 26.5 18 5.6 23 23 1 1.101 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=10 3x(BM.90)=15 1x(us.Tee-Br)=9.56 38.42 35.56 73.98 150 0.0879 16.9 3.7 6.5 012 013 18 18 0 23 2 2.003 1x(BM.Tee-Run)=1 22.48 1 23.48 150 0.0048 27.1 0 0.1 013 015 18 18 23.1 46.1 2 2.003 2x(BM.Tee-Run)=2 11.02 2 13.02 150 0.0172 27.2 0 0.2 015 018 18 18 23.5 69.6 2 2.003 3x(BM.Tee-Run)=3 17.6 3 20.6 150 0.037 27.4 0 0.8 018 068-O 18 5.25 23.9 93.5 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 8x(BM.90)=80 9x(BM.Tee-Run)=9 123.04 120.3 243.34 150 0.064 28.2 5.5 15.6 068-O 068-I 5.25 3.63 0 93.5 2 0 1.63 0 1.63 0 3.5953 49.3 0.7 5.8 Ames2000B *** 068-I 069 3.63 1 0 93.5 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.064 55.8 1.1 0.3 069 FF 1 -5 0 93.5 6 6.08 3x(us.90)=64.19 244.79 64.19 308.98 150 0.0003 57.2 2.6 0.1 FF 59.9 2Path No: S203 013 26.5 18 5.6 23.1 23.1 1 1.101 2x(BM.Tee-Br)=10 1x(BM.Tee-Run)=1 4x(BM.90)=20 43.57 31 74.57 150 0.0882 16.9 3.7 6.6 013 27.2 3Path No: S202 015 26.5 18 5.6 23.5 23.5 1 1.101 3x(BM.Tee-Br)=15 3x(BM.90)=15 36.53 30 66.53 150 0.0916 17.7 3.7 6.1 015 27.4 4Path No: S201 018 26.5 18 5.6 23.9 23.9 1 1.101 3x(BM.Tee-Br)=15 3x(BM.90)=15 36.07 30 66.07 150 0.0945 18.3 3.7 6.2 018 28.2 Date 5/3/2017 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #8 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 9.52 ft/s occurs in the following pipe(s): (068-O-018), (069-068-I) Date 5/3/2017 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Device GraphsJob : CAMPUS COURTYARD BLDG #8 Date 5/3/2017 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A 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) 3 2ND FL UNIT 201 RESD 0.05 800 400 2 0 100 140.7 38.3 Wet 400.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #8 Contract No. : 17-209 Project Location: 275 S. 5TH W. City: REXBURG, IDAHO 83440 Date: 4/18/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208-468-9115 Name of Designer: JESSICA Authority Having Jurisdiction: City: NAMPA, ID 83687 E-mail: JESSICA@PHOENIXFP.COM Job Information Contractor Information Notes Date 5/3/2017 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 5/3/2017 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 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 : FF Flow (gpm)Pressure (psi) 0 80 1370 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis FF 80 76 1370 80 140.7 38.3 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 40.7 0 0 40.7 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 38.3 40.7 N/A Sprinklers Other Date 5/3/2017 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 3 Date 5/3/2017 Page 22 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1370S2 76Supply point #2 - Residual 0D1 9.1Elevation Pressure 40.7D2 38.3System Demand 140.7D3 38.3System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 65.8Supply80 41.7 140.7 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 S301 4.9 0.05 20 16.7 0.05 16.720400Overhead Sprinkler S302 4.9 0.05 20 16.7 0.052 17.820.7400Overhead Sprinkler Date 5/3/2017 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Job : CAMPUS COURTYARD BLDG #8 Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Elev ft Type Hgroup K-Fact. Open/Closed gpm/psi½ Discharge Overdischarge gpm gpm Coverage Density ft² gpm/ft² Tot. Pres. Elev. Pres. psi psi Req. Pres. Req. Discharge psi gpm S301 16 Overhead Sprinkler HEAD 4.9 Open 20 0.0 400 0.05 16.7 -9.1 16.7 20 S302 16 Overhead Sprinkler HEAD 4.9 Open 20.7 0.7 400 0.052 17.8 -9.1 16.7 20 005 18 Node NODE 16.7 -10 305 18 Node NODE 17.9 -10 291 18 Node NODE 18.5 -10 012 18 Node NODE 18.5 -10 068-O 5.25 Node NODE 28.1 -4.4 068-I 3.63 Node NODE 34.4 -3.7 069 1 Node NODE 35.6 -2.6 FF -5 Supply SUPPLY -40.7 38.3 0 Date 5/3/2017 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #8 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: S301 005 16 18 4.9 20 20 1 1.049 1x(us.Tee-Br)=5 2 5 7 120 0.13 16.7 -0.9 0.9 005 012 18 18 0 20 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 1x(BM.90)=5 14.72 11 25.72 150 0.0679 16.7 0 1.7 012 068-O 18 5.25 20.7 40.7 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 8x(BM.90)=80 15x(BM.Tee-Run)=15 174.15 126.3 300.44 150 0.0137 18.5 5.5 4.1 068-O 068-I 5.25 3.63 0 40.7 2 0 1.63 0 1.63 0 3.4518 28.1 0.7 5.6 Ames2000B *** 068-I 069 3.63 1 0 40.7 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.0137 34.4 1.1 0.1 069 FF 1 -5 0 40.7 6 6.08 3x(us.90)=64.19 244.79 64.19 308.98 150 0.0001 35.6 2.6 0.0 FF 38.3 2Path No: S302 305 16 18 4.9 20.7 20.7 1 1.049 1x(us.Tee-Br)=5 2 5 7 120 0.1381 17.8 -0.9 1 305 291 18 18 0 20.7 1 1.101 1x(BM.Tee-Br)=5 2.34 5 7.34 150 0.0722 17.9 0 0.5 291 012 18 18 0 20.7 2 2.003 1x(BM.Tee-Run)=1 6.52 1 7.52 150 0.0039 18.5 0 0.0 012 18.5 * 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 7.68 ft/s occurs in the following pipe(s): (305-S302) Date 5/3/2017 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Device GraphsJob : CAMPUS COURTYARD BLDG #8 Date 5/3/2017 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-209 Campus Courtyard - Rexburg\17-209 BLDG #8 STYLE A FP.dwg Nampa Office Idaho Falls Office 4130 Airport Road 5226 S 45th Nampa, ID 83687 Idaho Falls, ID 83402 W Phone: 208-468-9115 Phone: 208-313-7153 Fax: 208-461-9117 www.phoenixfp.com Water Flow Test Project Name: Campus Courtyard Project Address: 275 S 5th W, Rexburg, ID 83440 Our flow test conducted on March 30, 2017 resulted in the following water pressure and volume taken at the above location: Static: 80 Residual: 76 Pitol: 55 Test Conducted By: Clint Charles Witnessed By: Dale Pickering-Fire Inspector