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HomeMy WebLinkAboutFS CALCS - 16-00482 - Campus Courtyard 2 Bld 8 Project Name : CAMPUS COURTYARD BLDG #7 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 161.3 Required 62.3 0.05 30 2 100 17.628.7Demand (HW) 2 RESD 2320 217.4 Required 75.6 0.05 29 4 100 4.326.8Demand (HW) 3 RESD 800 145.8 Required 38.8 0.057 22.9 2 100 41.116.7Demand (HW) Date 4/19/2017 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 0 100 161.3 62.3 Wet 432.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #7 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 4/19/2017 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 #7 Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/19/2017 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 #7 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 80 161.3 62.3 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) 61.3 0 0 61.3 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 62.3 61.3 N/A Sprinklers Other Date 4/19/2017 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 #7 Hydraulic Analysis for : 1 Date 4/19/2017 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 #7 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 61.3D2 62.3System Demand 161.3D3 62.3System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 72.5Supply80 17.6 161.3 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 5.6 0.05 30 28.7 0.052 31.231.3600Overhead Sprinkler S102 5.6 0.05 30 28.7 0.05 28.730600Overhead Sprinkler Date 4/19/2017 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 #7 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 S102 26.83 Overhead Sprinkler HEAD 5.6 Open 30 0 600 0.05 28.7 -13.8 28.7 30 S101 26.5 Overhead Sprinkler HEAD 5.6 Open 31.3 1.3 600 0.052 31.2 -13.6 28.7 30 328 18 Node NODE 38.5 -10 003 18 Node NODE 38.6 -10 067-O 5.25 Node NODE 52 -4.4 067-I 3.63 Node NODE 58.4 -3.7 068 1 Node NODE 59.6 -2.6 FF -5 Supply SUPPLY -61.3 62.3 0 Date 4/19/2017 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 #7 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: S102 328 26.83 18 5.6 30 30 1 1.101 2x(BM.Tee-Br)=10 3x(BM.90)=15 1x(BM.Tee-Run)=1 15.74 26 41.74 150 0.1436 28.7 3.8 6 328 003 18 18 0 30 2 2.003 3x(BM.Tee-Run)=3 7.35 3 10.35 150 0.0078 38.5 0 0.1 003 067-O 18 5.25 31.3 61.3 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 5x(BM.90)=50 30x(BM.Tee-Run)=30 157.42 111.3 268.71 150 0.0292 38.6 5.5 7.9 067-O 067-I 5.25 3.63 0 61.3 2 0 1.63 0 1.63 0 3.5107 52 0.7 5.7 Ames2000B *** 067-I 068 3.63 1 0 61.3 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.0292 58.4 1.1 0.1 068 FF 1 -5 0 61.3 6 6.357 3x(us.90)=52.81 244.79 52.81 297.6 120 0.0002 59.6 2.6 0.0 FF 62.3 2Path No: S101 003 26.5 18 5.6 31.3 31.3 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 9 15 24 150 0.1551 31.2 3.7 3.7 003 38.6 * 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 10.54 ft/s occurs in the following pipe(s): (003-S101) Date 4/19/2017 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 #7 Date 4/19/2017 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 2320 580 4 0 100 217.4 75.6 Wet 435.9 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #7 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 4/19/2017 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 #7 Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/19/2017 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 #7 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 80 217.4 75.6 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 117.4 0 0 117.4 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 75.6 117.4 N/A Sprinklers Other Date 4/19/2017 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 #7 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 005 18 Node NODE 38.3 -10 067-I 3.63 Node NODE 71.3 -3.7 067-O 5.25 Node NODE 64.6 -4.4 068 1 Node NODE 72.8 -2.6 279 18 Node NODE 37 -10 283 18 Node NODE 36.4 -10 286 18 Node NODE 36.3 -10 FF -5 Supply SUPPLY -117.4 75.6 0 S201 26.5 Overhead Sprinkler HEAD 5.6 Open 29.8 0.8 580 0.051 28.3 -13.6 26.8 29 S202 26.5 Overhead Sprinkler HEAD 5.6 Open 29.3 0.3 580 0.05 27.3 -13.6 26.8 29 S203 26.5 Overhead Sprinkler HEAD 5.6 Open 29 0 580 0.05 26.8 -13.6 26.8 29 S204 26.5 Overhead Sprinkler HEAD 5.6 Open 29.3 0.3 580 0.05 27.3 -13.6 26.8 29 Date 4/19/2017 Page 13Copyright © 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 #7 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: S203 283 26.5 18 5.6 29 29 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 24.05 20 44.05 150 0.1349 26.8 3.7 5.9 283 279 18 18 29.3 58.3 2 2.003 4x(BM.Tee-Run)=4 18.06 4 22.06 150 0.0266 36.4 0 0.6 279 005 18 18 29.3 87.5 2 2.003 4x(BM.Tee-Run)=4 18.06 4 22.06 150 0.0566 37 0 1.2 005 067-O 18 5.25 29.8 117.4 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 5x(BM.90)=50 21x(BM.Tee-Run)=21 111.48 102.3 213.77 150 0.0974 38.3 5.5 20.8 067-O 067-I 5.25 3.63 0 117.4 2 0 1.63 0 1.63 0 3.6837 64.6 0.7 6 Ames2000B *** 067-I 068 3.63 1 0 117.4 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.0974 71.3 1.1 0.4 068 FF 1 -5 0 117.4 6 6.357 3x(us.90)=52.81 244.79 52.81 297.6 120 0.0005 72.8 2.6 0.2 FF 75.6 2Path No: S202 279 26.5 18 5.6 29.3 29.3 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 24.05 20 44.05 150 0.1371 27.3 3.7 6 279 37 3Path No: S204 286 26.5 18 5.6 29.3 29.3 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 23.27 15 38.27 150 0.1373 27.3 3.7 5.3 286 283 18 18 0 29.3 2 2.003 5x(BM.Tee-Run)=5 18.1 5 23.1 150 0.0074 36.3 0 0.2 283 36.4 4Path No: S201 005 26.5 18 5.6 29.8 29.8 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 24.05 20 44.05 150 0.1419 28.3 3.7 6.3 005 38.3 Date 4/19/2017 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 Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #7 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 11.95 ft/s occurs in the following pipe(s): (067-O-005), (068-067-I) Date 4/19/2017 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 Device GraphsJob : CAMPUS COURTYARD BLDG #7 Date 4/19/2017 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 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 0.057 800 400 2 0 100 145.8 38.8 Wet 431.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/30/2017 SRC FF Project Name : CAMPUS COURTYARD BLDG #7 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 4/19/2017 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 Job : CAMPUS COURTYARD BLDG #7 Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/19/2017 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 Job : CAMPUS COURTYARD BLDG #7 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 80 145.8 38.8 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 45.8 0 0 45.8 Required Margin of Safety (psi) FF - Pressure (psi) FF - Flow (gpm) Demand w/o System Pump(s) 0 38.8 45.8 N/A Sprinklers Other Date 4/19/2017 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 #7 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 001 18.33 Node NODE 16.4 -10.1 006 18 Node NODE 18.5 -10 067-I 3.63 Node NODE 35 -3.7 067-O 5.25 Node NODE 28.6 -4.4 068 1 Node NODE 36.2 -2.6 328 18 Node NODE 18.4 -10 355 18.33 Node NODE 16.4 -10.1 FF -5 Supply SUPPLY -45.8 38.8 0 S301 16 Overhead Sprinkler HEAD 5.6 Open 22.9 2.9 400 0.057 16.7 -9.1 16.7 20 S302 16 Overhead Sprinkler HEAD 5.6 Open 22.9 2.9 400 0.057 16.7 -9.1 16.7 20 Date 4/19/2017 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 Hydraulic CalculationsJob : CAMPUS COURTYARD BLDG #7 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: S302 355 16 18.33 5.6 22.9 22.9 1 1.049 1x(us.90)=2 2.33 2 4.33 120 0.1664 16.7 -1 0.7 355 328 18.33 18 0 22.9 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 2x(BM.90)=10 5.67 16 21.67 150 0.087 16.4 0.1 1.9 328 006 18 18 0 22.9 2 2.003 1x(BM.Tee-Run)=1 6.09 1 7.09 150 0.0047 18.4 0 0.0 006 067-O 18 5.25 22.9 45.8 2 2.003 1x(coupling)=1.3 3x(BM.Tee-Br)=30 5x(BM.90)=50 32x(BM.Tee-Run)=32 158.67 113.3 271.97 150 0.017 18.5 5.5 4.6 067-O 067-I 5.25 3.63 0 45.8 2 0 1.63 0 1.63 0 3.4918 28.6 0.7 5.7 Ames2000B *** 067-I 068 3.63 1 0 45.8 2 2.003 1x(coupling)=1.3 2.63 1.3 3.92 150 0.017 35 1.1 0.1 068 FF 1 -5 0 45.8 6 6.357 3x(us.90)=52.81 244.79 52.81 297.6 120 0.0001 36.2 2.6 0.0 FF 38.8 2Path No: S301 001 16 18.33 5.6 22.9 22.9 1 1.049 1x(us.90)=2 2.33 2 4.33 120 0.1665 16.7 -1 0.7 001 006 18.33 18 0 22.9 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 6.93 15 21.93 150 0.087 16.4 0.1 1.9 006 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 8.5 ft/s occurs in the following pipe(s): (001-S301) Date 4/19/2017 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 Device GraphsJob : CAMPUS COURTYARD BLDG #7 Date 4/19/2017 Page 22Copyright © 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