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HomeMy WebLinkAboutFS HYDRO CALCS - 17-00626 - 1175 W Main St - Valley Wide - Addition & Remodel Project Name : VALLEY WIDE COOP Drawing No. : Project Location: 1175 W MAIN STREET 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 OGII 1950 743.8 Required 49.8 0.2 26 16 250 26.310.6Demand (HW) 3 OGII 2530 807 Required 71.4 0.2 80.1 7 250 432.7Demand (HW) Date 2/8/2018 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 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 WAREHOUSE OGII 0.2 1950 130 16 0 250 743.8 49.8 Wet 653 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 1.19.18 1175 W MAIN SRC EC 20X 20 Project Name : VALLEY WIDE COOP Contract No. : Project Location: 1175 W MAIN STREET City: REXBURG , IDAHO 83440 Date: 1/1/2018 Name of Contractor: RIEMANN DES. AND CONST. LLC Address: P.O. BOX 4294 Phone Number: 208-731-8926 Name of Designer: TRENT BICEE Authority Having Jurisdiction: REXBURG FD City: HAILEY , IDAHO 83333 E-mail: Job Information Contractor Information Notes Date 2/8/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/8/2018 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP 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 : SRC Flow (gpm)Pressure (psi) 0 80 1100 72 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 72 1100 78.2 743.8 49.8 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) 250 250 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 493.8 0 0 493.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 49.8 493.8 N/A Sprinklers Other Date 2/8/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP Hydraulic Analysis for : 1 Date 2/8/2018 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1100S2 72Supply point #2 - Residual 0D1 12.9Elevation Pressure 493.8D2 49.8System Demand 743.8D3 49.8System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 664.3Supply76.9 26.3 743.8 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 8 0.2 26 10.6 0.28 20.736.4130Overhead Sprinkler S102 8 0.2 26 10.6 0.279 20.536.3130Overhead Sprinkler S103 8 0.2 26 10.6 0.279 20.536.2130Overhead Sprinkler S104 8 0.2 26 10.6 0.279 20.536.3130Overhead Sprinkler S105 8 0.2 26 10.6 0.253 16.932.8130Overhead Sprinkler S106 8 0.2 26 10.6 0.253 16.832.8130Overhead Sprinkler S107 8 0.2 26 10.6 0.253 16.932.8130Overhead Sprinkler S108 8 0.2 26 10.6 0.229 13.829.8130Overhead Sprinkler S109 8 0.2 26 10.6 0.229 13.829.8130Overhead Sprinkler S110 8 0.2 26 10.6 0.229 13.829.8130Overhead Sprinkler S111 8 0.2 26 10.6 0.212 11.927.6130Overhead Sprinkler S112 8 0.2 26 10.6 0.212 11.927.6130Overhead Sprinkler S113 8 0.2 26 10.6 0.212 11.927.6130Overhead Sprinkler Date 2/8/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg S114 8 0.2 26 10.6 0.2 10.626130Overhead Sprinkler S115 8 0.2 26 10.6 0.2 10.626130Overhead Sprinkler S116 8 0.2 26 10.6 0.2 10.626130Overhead Sprinkler Date 2/8/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP 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 S115 23.69 Overhead Sprinkler HEAD 8 Open 26 0 130 0.2 10.6 -12.9 10.6 26 S116 23.69 Overhead Sprinkler HEAD 8 Open 26 0.0 130 0.2 10.6 -12.9 10.6 26 S114 23.69 Overhead Sprinkler HEAD 8 Open 26 0.0 130 0.2 10.6 -12.9 10.6 26 S112 21.13 Overhead Sprinkler HEAD 8 Open 27.6 1.6 130 0.212 11.9 -11.8 10.6 26 S113 21.13 Overhead Sprinkler HEAD 8 Open 27.6 1.6 130 0.212 11.9 -11.8 10.6 26 S111 21.13 Overhead Sprinkler HEAD 8 Open 27.6 1.6 130 0.212 11.9 -11.8 10.6 26 S109 18.58 Overhead Sprinkler HEAD 8 Open 29.8 3.8 130 0.229 13.8 -10.7 10.6 26 S110 18.58 Overhead Sprinkler HEAD 8 Open 29.8 3.8 130 0.229 13.8 -10.7 10.6 26 S108 18.58 Overhead Sprinkler HEAD 8 Open 29.8 3.8 130 0.229 13.8 -10.7 10.6 26 S106 16.03 Overhead Sprinkler HEAD 8 Open 32.8 6.8 130 0.253 16.8 -9.5 10.6 26 S107 16.03 Overhead Sprinkler HEAD 8 Open 32.8 6.8 130 0.253 16.9 -9.5 10.6 26 S105 16.03 Overhead Sprinkler HEAD 8 Open 32.8 6.8 130 0.253 16.9 -9.5 10.6 26 S103 12.83 Overhead Sprinkler HEAD 8 Open 36.2 10.2 130 0.279 20.5 -8.2 10.6 26 S104 12.83 Overhead Sprinkler HEAD 8 Open 36.3 10.3 130 0.279 20.5 -8.2 10.6 26 S102 12.83 Overhead Sprinkler HEAD 8 Open 36.3 10.3 130 0.279 20.5 -8.2 10.6 26 S101 12.83 Overhead Sprinkler HEAD 8 Open 36.4 10.4 130 0.28 20.7 -8.2 10.6 26 111 14.22 Node NODE 21.8 -8.8 113 14.22 Node NODE 21.8 -8.8 004 14.22 Node NODE 21.8 -8.8 108 12.83 Node NODE 23.8 -8.2 106 12.83 Node NODE 23.8 -8.2 103 12.83 Node NODE 23.8 -8.2 102 12.83 Node NODE 23.8 -8.2 110 12.83 Node NODE 23.8 -8.2 005 12.83 Node NODE 23.8 -8.2 Date 2/8/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP 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 008 12.83 Node NODE 23.9 -8.2 016 12.83 Node NODE 29.1 -8.2 398-O 5.18 Node NODE 36.1 -4.8 398-I 2.75 Node NODE 45.1 -3.8 399 0 Node NODE 46.5 -2.6 400 -6 Node NODE 49.2 0 SRC -6 Supply SUPPLY -493.8 49.8 0 Date 2/8/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Hydraulic CalculationsJob : VALLEY WIDE COOP 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: S115 S112 23.69 21.13 8 8 26 26 1.5 1.68 10.32 0 10.32 120 0.0213 10.6 1.1 0.2 S112 S109 21.13 18.58 8 8 27.6 53.6 1.5 1.68 10.32 0 10.32 120 0.0812 11.9 1.1 0.8 S109 S106 18.58 16.03 8 8 29.8 83.3 1.5 1.68 10.32 0 10.32 120 0.1839 13.8 1.1 1.9 S106 111 16.03 14.22 8 32.8 116.2 1.5 1.68 1x(us.90)=4.92 7.29 4.92 12.22 120 0.3402 16.8 0.8 4.2 111 108 14.22 12.83 0 116.2 2 2.157 1x(us.Tee-Br)=12.31 1.43 12.31 13.74 120 0.1007 21.8 0.6 1.4 108 110 12.83 12.83 -35 81.2 4 4.26 12 0 12 120 0.0019 23.8 0 0.0 110 005 12.83 12.83 36.3 117.4 4 4.26 0.5 0 0.5 120 0.0037 23.8 0 0 005 008 12.83 12.83 116.2 233.7 4 4.26 12 0 12 120 0.0134 23.8 0 0.2 008 016 12.83 12.83 36.4 270.1 4 4.26 1x(us.Tee-Br)=26.33 2x(us.90)=26.33 242.64 52.67 295.31 120 0.0175 23.9 0 5.2 016 398-O 12.83 5.18 223.7 493.8 4 4.26 1x(coupling)=1.32 1x(us.Tee-Br)=26.33 2x(us.90)=26.33 14.42 53.98 68.41 120 0.0534 29.1 3.3 3.7 398-O 398-I 5.18 2.75 0 493.8 4 0 2.43 0 2.43 0 3.2597 36.1 1.1 7.9 AmesC200H *** 398-I 399 2.75 0 0 493.8 4 4.26 1x(coupling)=1.32 2.75 1.32 4.07 120 0.0534 45.1 1.2 0.2 399 400 0 -6 0 493.8 6 6.08 1x(us.90)=21.4 6 21.4 27.4 150 0.0062 46.5 2.6 0.2 400 SRC -6 -6 0 493.8 6 6.357 78.02 0 78.02 120 0.0076 49.2 0 0.6 SRC 49.8 Date 2/8/2018 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Hydraulic CalculationsJob : VALLEY WIDE COOP PIPE INFORMATION 2Path No: S116 S113 23.69 21.13 8 8 26 26 1.5 1.68 10.32 0 10.32 120 0.0213 10.6 1.1 0.2 S113 S110 21.13 18.58 8 8 27.6 53.6 1.5 1.68 10.32 0 10.32 120 0.0812 11.9 1.1 0.8 S110 S107 18.58 16.03 8 8 29.8 83.4 1.5 1.68 10.32 0 10.32 120 0.1841 13.8 1.1 1.9 S107 113 16.03 14.22 8 32.8 116.2 1.5 1.68 1x(us.90)=4.92 7.29 4.92 12.22 120 0.3405 16.9 0.8 4.2 113 103 14.22 12.83 0 116.2 2 2.157 1x(us.Tee-Br)=12.31 1.43 12.31 13.74 120 0.1008 21.8 0.6 1.4 103 102 12.83 12.83 71.3 187.5 4 4.26 0.5 0 0.5 120 0.0089 23.8 0 0 102 016 12.83 12.83 36.3 223.7 4 4.26 1x(us.Tee-Br)=26.33 2x(us.90)=26.33 378.91 52.67 431.58 120 0.0123 23.8 0 5.3 016 29.1 3Path No: S114 S111 23.69 21.13 8 8 26 26 1.5 1.68 10.32 0 10.32 120 0.0213 10.6 1.1 0.2 S111 S108 21.13 18.58 8 8 27.6 53.6 1.5 1.68 10.32 0 10.32 120 0.0813 11.9 1.1 0.8 S108 S105 18.58 16.03 8 8 29.8 83.4 1.5 1.68 10.32 0 10.32 120 0.1841 13.8 1.1 1.9 S105 004 16.03 14.22 8 32.8 116.2 1.5 1.68 1x(us.90)=4.92 7.29 4.92 12.22 120 0.3406 16.9 0.8 4.2 004 005 14.22 12.83 0 116.2 2 2.157 1x(us.Tee-Br)=12.31 1.43 12.31 13.74 120 0.1008 21.8 0.6 1.4 005 23.8 4Path No: S103 106 12.83 12.83 8 36.2 36.2 1 1.049 1x(us.Tee-Br)=5 3.29 5 8.29 120 0.39 20.5 0 3.2 106 103 12.83 12.83 35 71.3 4 4.26 12 0 12 120 0.0015 23.8 0 0.0 103 23.8 Date 2/8/2018 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Hydraulic CalculationsJob : VALLEY WIDE COOP 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 5Path No: S104 102 12.83 12.83 8 36.3 36.3 1 1.049 1x(us.Tee-Br)=5 3.29 5 8.29 120 0.3904 20.5 0 3.2 102 23.8 6Path No: S102 110 12.83 12.83 8 36.3 36.3 1 1.049 1x(us.Tee-Br)=5 3.29 5 8.29 120 0.3904 20.5 0 3.2 110 23.8 7Path No: S101 008 12.83 12.83 8 36.4 36.4 1 1.049 1x(us.Tee-Br)=5 3.29 5 8.29 120 0.3929 20.7 0 3.3 008 23.9 8Path No: 108 106 12.83 12.83 0 35 4 4.26 0.5 0 0.5 120 0.0004 23.8 0 0 106 23.8 * 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 16.82 ft/s occurs in the following pipe(s): (004-S105) Date 2/8/2018 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Device GraphsJob : VALLEY WIDE COOP Date 2/8/2018 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 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 EC HEADS OGII 0.2 2530 400 7 0 250 807 71.4 Wet 662.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 1.19.18 1175 W MAIN SRC Project Name : VALLEY WIDE COOP Contract No. : Project Location: 1175 W MAIN STREET City: REXBURG , IDAHO 83440 Date: 1/1/2018 Name of Contractor: RIEMANN DES. AND CONST. LLC Address: P.O. BOX 4294 Phone Number: 208-731-8926 Name of Designer: TRENT BICEE Authority Having Jurisdiction: REXBURG FD City: HAILEY , IDAHO 83333 E-mail: Job Information Contractor Information Notes Date 2/8/2018 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 2/8/2018 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP 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 : SRC Flow (gpm)Pressure (psi) 0 80 1100 72 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 72 1100 77.7 807 71.4 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) 557 0 0 557 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 71.4 557 N/A Sprinklers Other Date 2/8/2018 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Job : VALLEY WIDE COOP 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 003 12.83 Node NODE 45 -8.2 016 12.83 Node NODE 48.3 -8.2 104 12.83 Node NODE 44.9 -8.2 107 12.83 Node NODE 44.8 -8.2 116 14.23 Node NODE 44 -8.8 398-I 2.75 Node NODE 66.4 -3.8 398-O 5.18 Node NODE 56.2 -4.8 399 0 Node NODE 67.9 -2.6 400 -6 Node NODE 70.7 0 S301 24.65 Overhead Sprinkler HEAD 14 Open 80.9 0.9 400 0.202 33.4 -13.3 32.7 80 S302 24.65 Overhead Sprinkler HEAD 14 Open 80.1 0.1 400 0.2 32.7 -13.3 32.7 80 S303 19.69 Overhead Sprinkler HEAD 14 Open 83.9 3.9 400 0.21 35.9 -11.1 32.7 80 S304 19.69 Overhead Sprinkler HEAD 14 Open 83.9 3.9 400 0.21 35.9 -11.1 32.7 80 S305 14.74 Overhead Sprinkler HEAD 14 Open 88.1 8.1 400 0.22 39.6 -9 32.7 80 S306 14.74 Overhead Sprinkler HEAD 14 Open 88 8 400 0.22 39.5 -9 32.7 80 S308 15.58 Overhead Sprinkler HEAD 8 Open 52.2 26.2 130 0.401 42.5 -9.4 10.6 26 SRC -6 Supply SUPPLY -557 71.4 0 Date 2/8/2018 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Hydraulic CalculationsJob : VALLEY WIDE COOP 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 S304 24.65 19.69 14 14 80.1 80.1 2 2.157 20.6 0 20.6 120 0.0506 32.7 2.1 1 S304 S306 19.69 14.74 14 14 83.9 163.9 2.5 2.635 20.6 0 20.6 120 0.0719 35.9 2.1 1.5 S306 107 14.74 12.83 14 88 251.9 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 3.55 24.71 28.26 120 0.1594 39.5 0.8 4.5 107 003 12.83 12.83 -89.2 162.8 4 4.26 15 0 15 120 0.0068 44.8 0 0.1 003 016 12.83 12.83 252.9 415.7 4 4.26 1x(us.Tee-Br)=26.33 59.93 26.33 86.26 120 0.0388 45 0 3.4 016 398-O 12.83 5.18 141.4 557 4 4.26 1x(coupling)=1.32 1x(us.Tee-Br)=26.33 2x(us.90)=26.33 14.42 53.98 68.41 120 0.0668 48.3 3.3 4.6 398-O 398-I 5.18 2.75 0 557 4 0 2.43 0 2.43 0 3.779 56.2 1.1 9.2 AmesC200H *** 398-I 399 2.75 0 0 557 4 4.26 1x(coupling)=1.32 2.75 1.32 4.07 120 0.0668 66.4 1.2 0.3 399 400 0 -6 0 557 6 6.08 1x(us.90)=21.4 6 21.4 27.4 150 0.0078 67.9 2.6 0.2 400 SRC -6 -6 0 557 6 6.357 78.02 0 78.02 120 0.0095 70.7 0 0.7 SRC 71.4 2Path No: S301 S303 24.65 19.69 14 14 80.9 80.9 2.5 2.635 20.6 0 20.6 120 0.0194 33.4 2.1 0.4 S303 S305 19.69 14.74 14 14 83.9 164.8 2.5 2.635 20.6 0 20.6 120 0.0727 35.9 2.1 1.5 S305 003 14.74 12.83 14 88.1 252.9 2.5 2.635 1x(us.Tee-Br)=16.47 1x(us.90)=8.24 3.55 24.71 28.26 120 0.1606 39.6 0.8 4.5 003 45 Date 2/8/2018 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Hydraulic CalculationsJob : VALLEY WIDE COOP PIPE INFORMATION 3Path No: S308 116 15.58 14.23 8 52.2 52.2 1.5 1.68 1x(us.90)=4.92 5.78 4.92 10.7 120 0.0773 42.5 0.6 0.8 116 104 14.23 12.83 0 52.2 2 2.157 1x(us.Tee-Br)=12.31 1.44 12.31 13.75 120 0.0229 44 0.6 0.3 104 016 12.83 12.83 89.2 141.4 4 4.26 1x(us.Tee-Br)=26.33 4x(us.90)=52.67 570.63 79 649.63 120 0.0053 44.9 0 3.4 016 48.3 4Path No: 107 104 12.83 12.83 0 89.2 4 4.26 13.5 0 13.5 120 0.0022 44.8 0 0.0 104 44.9 * 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 14.88 ft/s occurs in the following pipe(s): (003-S305) Date 2/8/2018 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg Device GraphsJob : VALLEY WIDE COOP Date 2/8/2018 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: D:\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-245 Valley Wide Cooperative - Rexburg\17-245 FP.dwg