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HomeMy WebLinkAboutCALC SUMMARY 2 - 17-00184 & 17-00185 - 359 W 4th S - The Landing Project Name : THE LANDING APARTMENTS Drawing No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO 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 LIGHT 75 239.4 Required 75 0.1 28 5 100 4.725Demand (HW) 2 LIGHT 75 203.9 Required 61.3 0.1 25.6 4 100 18.519.5Demand (HW) 3 LIGHT 75 239.2 Required 69.1 0.1 28 5 100 10.725Demand (HW) 4 LIGHT 1040 239.9 Required 68.6 0.1 28 5 100 11.125Demand (HW) 5 LIGHT 1040 240.1 Required 71.3 0.1 28 5 100 8.525Demand (HW) 6 LIGHT 1040 240.8 Required 74.9 0.1 28 5 100 4.825Demand (HW) 7 LIGHT 1040 240.8 Required 70.9 0.1 28 5 100 8.825Demand (HW) Date 9/6/2017 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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 4TH FL EAST BREEZEWAY LIGHT 0.1 75 280 5 0 100 239.4 75 Wet 560.6 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX HEAD SPACING 28'WX10'L Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 239.4 75 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) 139.4 0 0 139.4 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 75 139.4 N/A Sprinklers Other Date 9/6/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 1 Date 9/6/2017 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1150S2 75Supply point #2 - Residual 0D1 19.2Elevation Pressure 139.4D2 75System Demand 239.4D3 75System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 145.9Supply79.9 4.7 239.4 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 0.1 28 25 0.1 25.128.1280Overhead Sprinkler S102 5.6 0.1 28 25 0.101 25.428.2280Overhead Sprinkler S103 5.6 0.1 28 25 0.1 2528280Overhead Sprinkler S104 5.6 0.1 10 7.2 0.277 24.527.7100Overhead Sprinkler S105 5.6 0.1 10 7.2 0.274 23.927.4100Overhead Sprinkler Date 9/6/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 S103 39.42 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -19.2 25 28 S101 39.42 Overhead Sprinkler HEAD 5.6 Open 28.1 0.1 280 0.1 25.1 -19.2 25 28 S105 39.42 Overhead Sprinkler HEAD 5.6 Open 27.4 17.4 100 0.274 23.9 -19.2 7.2 10 S104 39.42 Overhead Sprinkler HEAD 5.6 Open 27.7 17.7 100 0.277 24.5 -19.2 7.2 10 S102 39.42 Overhead Sprinkler HEAD 5.6 Open 28.2 0.2 280 0.101 25.4 -19.2 25 28 0019 39.42 Node NODE 25.3 -19.2 0004 39.42 Node NODE 26 -19.2 0003 39.42 Node NODE 26.1 -19.2 0017 39.42 Node NODE 26.1 -19.2 0016 39.42 Node NODE 26.2 -19.2 0013 39.42 Node NODE 26.5 -19.2 0014 39.42 Node NODE 27.1 -19.2 0118 39.42 Node NODE 44.5 -19.2 0119 39.42 Node NODE 44.5 -19.2 0102 28.92 Node NODE 49.1 -14.7 0120 28.92 Node NODE 49.1 -14.7 0029 9.5 Node NODE 50.9 -6.3 0292 9.5 Node NODE 51.2 -6.3 0101 20 Node NODE 52.9 -10.8 0121 20 Node NODE 52.9 -10.8 0273 9.5 Node NODE 57 -6.3 0096 9.5 Node NODE 57.5 -6.3 0061 9.5 Node NODE 57.5 -6.3 0060 9.5 Node NODE 57.5 -6.3 0048 9.5 Node NODE 58 -6.3 Date 9/6/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0901 9.5 Node NODE 59.6 -6.3 0904 5.5 Node NODE 65.7 -4.5 0908-O 4.64 Node NODE 66.1 -4.2 0908-I 2.31 Node NODE 71.7 -3.2 SR1 -5 Supply SUPPLY -139.4 75 0 Date 9/6/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S103 0004 39.42 39.42 5.6 28 28 1 1.101 1x(BM.Tee-Br)=5 3.03 5 8.03 150 0.1264 25 0 1 0004 0003 39.42 39.42 0 28 2 2.003 1x(BM.Tee-Run)=1 15.44 1 16.44 150 0.0069 26 0 0.1 0003 0013 39.42 39.42 27.7 55.7 2 2.003 1x(BM.Tee-Run)=1 12.56 1 13.56 150 0.0245 26.1 0 0.3 0013 0014 39.42 39.42 28.2 84 2 2.003 1x(BM.Tee-Br)=10 1.32 10 11.32 150 0.0524 26.5 0 0.6 0014 0029 39.42 9.5 55.5 139.4 2 2.003 1x(BM.Tee-Br)=10 2x(BM.Tee-Run)=2 2x(BM.90)=20 49.43 32 81.43 150 0.134 27.1 13 10.9 0029 0048 9.5 9.5 -28.2 111.3 2 2.003 18x(BM.Tee-Run)=18 1x(BM.Tee-Br)=10 51.77 28 79.77 150 0.0883 50.9 0 7 0048 0901 9.5 9.5 28.2 139.4 2 2.003 11.9 0 11.9 150 0.134 58 0 1.6 0901 0904 9.5 5.5 0 139.4 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.1413 59.6 1.7 4.4 0904 0908-O 5.5 4.64 0 139.4 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0051 65.7 0.4 0.0 0908-O 0908-I 4.64 2.31 0 139.4 4 0 2.33 0 2.33 0 1.9404 66.1 1 4.5 AmesC200N *** 0908-I SR1 2.31 -5 0 139.4 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 71.7 3.2 0.2 SR1 75 2Path No: S101 0017 39.42 39.42 5.6 28.1 28.1 1 1.101 1x(BM.90)=5 3.03 5 8.03 150 0.127 25.1 0 1 0017 0016 39.42 39.42 0 28.1 2 2.003 1x(BM.Tee-Run)=1 1.04 1 2.04 150 0.0069 26.1 0 0.0 0016 0014 39.42 39.42 27.4 55.5 2 2.003 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=10 25.63 11 36.63 150 0.0243 26.2 0 0.9 0014 27.1 Date 9/6/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 3Path No: S102 0013 39.42 39.42 5.6 28.2 28.2 1 1.101 1x(BM.Tee-Br)=5 3.03 5 8.03 150 0.1284 25.4 0 1 0013 26.5 4Path No: S105 0019 39.42 39.42 5.6 27.4 27.4 1 1.049 1x(us.Tee-Br)=5 1.11 5 6.11 120 0.2322 23.9 0 1.4 0019 0016 39.42 39.42 0 27.4 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1213 25.3 0 0.8 0016 26.2 5Path No: S104 0003 39.42 39.42 5.6 27.7 27.7 1 1.101 2x(BM.Tee-Br)=10 2.85 10 12.85 150 0.1242 24.5 0 1.6 0003 26.1 6Path No: 0029 0292 9.5 9.5 0 28.2 2 2.003 5x(BM.Tee-Run)=5 1x(BM.Tee-Br)=10 20.32 15 35.32 150 0.0069 50.9 0 0.2 0292 0273 9.5 9.5 0 28.2 1.25 1.394 2x(BM.Tee-Br)=12 2x(BM.90)=12 1x(BM.Tee-Run)=1 119.17 25 144.17 150 0.0405 51.2 0 5.8 0273 0061 9.5 9.5 -6.3 21.9 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 12.13 7 19.13 150 0.0253 57 0 0.5 0061 0060 9.5 9.5 2.7 24.6 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0054 57.5 0 0 0060 0048 9.5 9.5 3.6 28.2 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0069 57.5 0 0.5 0048 58 Date 9/6/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 7Path No: 0273 0096 9.5 9.5 0 6.3 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 30 185.53 150 0.0025 57 0 0.5 0096 0101 9.5 20 -2.7 3.6 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.0002 57.5 -4.5 0 0101 0102 20 28.92 -0.8 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 52.9 -3.9 0 0102 0118 28.92 39.42 -1.1 1.7 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0000 49.1 -4.5 0 0118 0119 39.42 39.42 0 1.7 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0001 44.5 0 0 0119 0120 39.42 28.92 0 1.7 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0000 44.5 4.5 0 0120 0121 28.92 20 1.1 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 49.1 3.9 0 0121 0060 20 9.5 0.8 3.6 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0002 52.9 4.5 0 0060 57.5 8Path No: 0096 0061 9.5 9.5 0 2.7 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0001 57.5 0 0.0 0061 57.5 9Path No: 0101 0121 20 20 0 0.8 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0001 52.9 0 0.0 0121 52.9 10Path No: 0102 0120 28.92 28.92 0 1.1 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0000 49.1 0 0.0 0120 49.1 Date 9/6/2017 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 14.2 ft/s occurs in the following pipe(s): (0029-0014), (0901-0048) Date 9/6/2017 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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 4TH FL EAST LIGHT 0.1 75 256 4 0 100 203.9 61.3 Wet 549.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX SPACING 16' X 16' Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 203.9 61.3 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 103.9 0 0 103.9 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 61.3 103.9 N/A Sprinklers Other Date 9/6/2017 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0048 9.5 Node NODE 44.6 -6.3 0060 9.5 Node NODE 41.1 -6.3 0061 9.5 Node NODE 41.1 -6.3 0094 9.5 Node NODE 38.6 -6.3 0095 9.5 Node NODE 38.6 -6.3 0096 9.5 Node NODE 38.6 -6.3 0097 9.5 Node NODE 38.6 -6.3 0098 9.5 Node NODE 38.6 -6.3 0101 20 Node NODE 34.6 -10.8 0102 28.92 Node NODE 30.9 -14.7 0118 39.42 Node NODE 27.2 -19.2 0119 39.42 Node NODE 27.4 -19.2 0120 28.92 Node NODE 32 -14.7 0121 20 Node NODE 36 -10.8 0273 9.5 Node NODE 41.1 -6.3 0292 9.5 Node NODE 44.2 -6.3 0901 9.5 Node NODE 45.5 -6.3 0904 5.5 Node NODE 49.9 -4.5 0908-I 2.31 Node NODE 58.1 -3.2 0908-O 4.64 Node NODE 50.2 -4.2 S201 39.42 Overhead Sprinkler HEAD 5.8 Open 25.6 0 256 0.1 19.5 -19.2 19.5 25.6 S202 38.33 Overhead Sprinkler HEAD 5.8 Open 26 0.4 256 0.102 20.2 -18.8 19.5 25.6 S203 39.42 Overhead Sprinkler HEAD 5.8 Open 26.1 0.5 256 0.102 20.2 -19.2 19.5 25.6 S204 38 Overhead Sprinkler HEAD 5.8 Open 26.2 0.6 256 0.102 20.3 -18.6 19.5 25.6 SR1 -5 Supply SUPPLY -103.9 61.3 0 Date 9/6/2017 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S201 0097 39.42 9.5 5.8 25.6 25.6 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 2x(BM.Tee-Run)=2 35.42 22 57.42 150 0.107 19.5 13 6.1 0097 0098 9.5 9.5 -6.3 19.3 2 2.003 1x(BM.Tee-Run)=1 0.12 1 1.12 150 0.0034 38.6 0 0 0098 0101 9.5 20 26.1 45.4 2 2.003 1x(BM.Tee-Run)=1 2x(BM.90)=20 13.36 21 34.36 150 0.0168 38.6 -4.5 0.6 0101 0102 20 28.92 -10.5 34.9 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0103 34.6 -3.9 0.1 0102 0118 28.92 39.42 -13.5 21.4 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0042 30.9 -4.5 0.9 0118 0119 39.42 39.42 0 21.4 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0125 27.2 0 0.2 0119 0120 39.42 28.92 0 21.4 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0042 27.4 4.5 0.0 0120 0121 28.92 20 13.5 34.9 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0103 32 3.9 0.1 0121 0060 20 9.5 10.5 45.4 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0168 36 4.5 0.5 0060 0048 9.5 9.5 38.3 83.7 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0521 41.1 0 3.5 0048 0901 9.5 9.5 20.1 103.9 2 2.003 11.9 0 11.9 150 0.0777 44.6 0 0.9 0901 0904 9.5 5.5 0 103.9 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.0819 45.5 1.7 2.6 0904 0908-O 5.5 4.64 0 103.9 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.003 49.9 0.4 0 0908-O 0908-I 4.64 2.31 0 103.9 4 0 2.33 0 2.33 0 2.9197 50.2 1 6.8 AmesC200N *** 0908-I SR1 2.31 -5 0 103.9 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0003 58.1 3.2 0.1 SR1 61.3 Date 9/6/2017 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S202 0094 38.33 9.5 5.8 26 26 1 1.101 2x(BM.Tee-Br)=10 5x(BM.Tee-Run)=5 1x(BM.90)=5 33.83 20 53.83 150 0.1105 20.2 12.5 5.9 0094 0061 9.5 9.5 16.9 43 2 2.003 33x(BM.Tee-Run)=33 129.07 33 162.07 150 0.0152 38.6 0 2.5 0061 0060 9.5 9.5 -4.6 38.3 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0123 41.1 0 0.0 0060 41.1 3Path No: S203 0098 39.42 9.5 5.8 26.1 26.1 1 1.101 2x(BM.Tee-Br)=10 2x(BM.Tee-Run)=2 1x(BM.90)=5 31.89 17 48.89 150 0.1108 20.2 13 5.4 0098 38.6 4Path No: S204 0095 38 9.5 5.8 26.2 26.2 1 1.101 2x(BM.Tee-Br)=10 2x(BM.90)=10 2x(BM.Tee-Run)=2 30.98 22 52.98 150 0.1114 20.3 12.3 5.9 0095 0094 9.5 9.5 -9.2 16.9 2 2.003 1x(BM.Tee-Run)=1 3 1 4 150 0.0027 38.6 0 0.0 0094 38.6 5Path No: 0097 0096 9.5 9.5 0 6.3 2 2.003 1x(BM.Tee-Br)=10 2.56 10 12.56 150 0.0004 38.6 0 0 0096 0273 9.5 9.5 9.2 15.5 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 30 185.53 150 0.0134 38.6 0 2.5 0273 0292 9.5 9.5 4.6 20.1 1.25 1.394 2x(BM.Tee-Br)=12 1x(BM.Tee-Run)=1 2x(BM.90)=12 119.17 25 144.17 150 0.0217 41.1 0 3.1 0292 0048 9.5 9.5 0 20.1 2 2.003 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=10 72.09 34 106.09 150 0.0037 44.2 0 0.4 0048 44.6 6Path No: 0101 0121 20 20 0 10.5 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0065 34.6 0 1.4 0121 36 7Path No: 0102 0120 28.92 28.92 0 13.5 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0053 30.9 0 1.2 0120 32 Date 9/6/2017 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 8Path No: 0061 0273 9.5 9.5 0 4.6 1.25 1.394 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=12 12.13 13 25.13 150 0.0014 41.1 0 0.0 0273 41.1 9Path No: 0095 0096 9.5 9.5 0 9.2 2 2.003 1x(BM.Tee-Br)=10 3.93 10 13.93 150 0.0009 38.6 0 0.0 0096 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 10.58 ft/s occurs in the following pipe(s): (0901-0048) Date 9/6/2017 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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 4TH WEST BREEZEWAY LIGHT 0.1 75 280 5 0 100 239.2 69.1 Wet 543.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX SPACING 28' L X 10' W Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 239.2 69.1 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 139.2 0 0 139.2 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 69.1 139.2 N/A Sprinklers Other Date 9/6/2017 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0048 9.5 Node NODE 52 -6.3 0060 9.5 Node NODE 45.9 -6.3 0061 9.5 Node NODE 45.9 -6.3 0096 9.5 Node NODE 43.6 -6.3 0101 20 Node NODE 38.1 -10.8 0102 28.92 Node NODE 33.9 -14.7 0105 39.42 Node NODE 26.7 -19.2 0106 39.42 Node NODE 26.6 -19.2 0107 39.42 Node NODE 26.4 -19.2 0109 39.42 Node NODE 26.4 -19.2 0110 39.42 Node NODE 26.5 -19.2 0118 39.42 Node NODE 29.3 -19.2 0119 39.42 Node NODE 30.5 -19.2 0120 28.92 Node NODE 35.4 -14.7 0121 20 Node NODE 39.6 -10.8 0228 39.42 Node NODE 25.7 -19.2 0229 39.42 Node NODE 25.6 -19.2 0235 39.42 Node NODE 25.6 -19.2 0236 39.42 Node NODE 25.7 -19.2 0238 39.42 Node NODE 25.9 -19.2 0273 9.5 Node NODE 46 -6.3 0292 9.5 Node NODE 51.3 -6.3 0901 9.5 Node NODE 53.6 -6.3 0904 5.5 Node NODE 59.8 -4.5 0908-I 2.31 Node NODE 65.7 -3.2 Date 9/6/2017 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0908-O 4.64 Node NODE 60.1 -4.2 S301 39.42 Overhead Sprinkler HEAD 5.6 Open 28.2 0.2 280 0.101 25.3 -19.2 25 28 S302 39.42 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -19.2 25 28 S303 39.42 Overhead Sprinkler HEAD 5.6 Open 28 0.0 280 0.1 25.1 -19.2 25 28 S304 39.42 Overhead Sprinkler HEAD 5.6 Open 27.6 17.6 100 0.276 24.2 -19.2 7.2 10 S305 39.42 Overhead Sprinkler HEAD 5.6 Open 27.5 17.5 100 0.275 24.1 -19.2 7.2 10 SR1 -5 Supply SUPPLY -139.2 69.1 0 Date 9/6/2017 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 0235 39.42 39.42 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2418 25 0 0.6 0235 0107 39.42 39.42 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1264 25.6 0 0.8 0107 0106 39.42 39.42 -1.9 26.1 2 2.003 1x(BM.Tee-Run)=1 20.79 1 21.79 150 0.006 26.4 0 0.1 0106 0105 39.42 39.42 27.6 53.7 2 2.003 1x(BM.Tee-Run)=1 6.21 1 7.21 150 0.0229 26.6 0 0.2 0105 0102 39.42 28.92 28.2 81.8 2 2.003 1x(BM.Tee-Run)=1 2x(BM.90)=20 31.37 21 52.37 150 0.0499 26.7 4.5 2.6 0102 0101 28.92 20 -15.4 66.4 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0339 33.9 3.9 0.3 0101 0096 20 9.5 -11.2 55.2 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.0241 38.1 4.5 0.9 0096 0061 9.5 9.5 -15.2 40 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0133 43.6 0 2.3 0061 0060 9.5 9.5 -11.5 28.5 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0071 45.9 0 0.0 0060 0048 9.5 9.5 84.1 112.6 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0901 45.9 0 6.1 0048 0901 9.5 9.5 26.7 139.2 2 2.003 11.9 0 11.9 150 0.1337 52 0 1.6 0901 0904 9.5 5.5 0 139.2 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.1409 53.6 1.7 4.4 0904 0908-O 5.5 4.64 0 139.2 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0051 59.8 0.4 0.0 0908-O 0908-I 4.64 2.31 0 139.2 4 0 2.33 0 2.33 0 1.9452 60.1 1 4.5 AmesC200N *** 0908-I SR1 2.31 -5 0 139.2 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 65.7 3.2 0.2 SR1 69.1 Date 9/6/2017 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S303 0228 39.42 39.42 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2424 25.1 0 0.6 0228 0110 39.42 39.42 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1267 25.7 0 0.8 0110 0118 39.42 39.42 29.4 57.4 2 2.003 6x(BM.Tee-Run)=6 1x(BM.90)=10 91.21 16 107.21 150 0.0259 26.5 0 2.8 0118 0119 39.42 39.42 0 57.4 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0779 29.3 0 1.3 0119 0120 39.42 28.92 0 57.4 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0259 30.5 4.5 0.3 0120 0121 28.92 20 15.4 72.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0403 35.4 3.9 0.4 0121 0060 20 9.5 11.2 84.1 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0525 39.6 4.5 1.7 0060 45.9 3Path No: S301 0238 39.42 39.42 5.6 28.2 28.2 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2443 25.3 0 0.6 0238 0105 39.42 39.42 0 28.2 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1277 25.9 0 0.8 0105 26.7 4Path No: S305 0229 39.42 39.42 5.6 27.5 27.5 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.2336 24.1 0 1.5 0229 0109 39.42 39.42 0 27.5 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1221 25.6 0 0.8 0109 0110 39.42 39.42 1.9 29.4 2 2.003 1x(BM.Tee-Run)=1 8.39 1 9.39 150 0.0075 26.4 0 0.1 0110 26.5 5Path No: S304 0236 39.42 39.42 5.6 27.6 27.6 1 1.049 1x(us.Tee-Br)=5 1.38 5 6.38 120 0.2349 24.2 0 1.5 0236 0106 39.42 39.42 0 27.6 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1228 25.7 0 0.8 0106 26.6 Date 9/6/2017 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: 0107 0109 39.42 39.42 0 1.9 2 2.003 2x(BM.Tee-Run)=2 18.61 2 20.61 150 0.0000 26.4 0 0 0109 26.4 7Path No: 0102 0120 28.92 28.92 0 15.4 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0068 33.9 0 1.5 0120 35.4 8Path No: 0101 0121 20 20 0 11.2 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0074 38.1 0 1.6 0121 39.6 9Path No: 0096 0273 9.5 9.5 0 15.2 1.25 1.394 3x(BM.Tee-Br)=18 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 36 191.53 150 0.0129 43.6 0 2.5 0273 0292 9.5 9.5 11.5 26.7 1.25 1.394 2x(BM.Tee-Br)=12 1x(BM.Tee-Run)=1 2x(BM.90)=12 119.17 25 144.17 150 0.0367 46 0 5.3 0292 0048 9.5 9.5 0 26.7 2 2.003 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=10 72.09 34 106.09 150 0.0063 51.3 0 0.7 0048 52 10Path No: 0061 0273 9.5 9.5 0 11.5 1.25 1.394 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=12 12.13 13 25.13 150 0.0077 45.9 0 0.2 0273 46 * 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 14.18 ft/s occurs in the following pipe(s): (0901-0048) Date 9/6/2017 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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) 4 3RD FLOOR W BREEZEWAY LIGHT 0.1 1040 280 5 0 100 239.9 68.6 Wet 543.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX HEAD SPACING 28'L X 10'W Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 4 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 239.9 68.6 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) 139.9 0 0 139.9 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 68.6 139.9 N/A Sprinklers Other Date 9/6/2017 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0048 9.5 Node NODE 51.6 -6.3 0060 9.5 Node NODE 45.4 -6.3 0061 9.5 Node NODE 45.4 -6.3 0096 9.5 Node NODE 43.2 -6.3 0101 20 Node NODE 37.8 -10.8 0102 28.92 Node NODE 33.6 -14.7 0118 39.42 Node NODE 30 -19.2 0119 39.42 Node NODE 30.2 -19.2 0120 28.92 Node NODE 34.8 -14.7 0121 20 Node NODE 39.1 -10.8 0176 28.92 Node NODE 26.5 -14.7 0177 28.92 Node NODE 26.4 -14.7 0179 28.92 Node NODE 26.4 -14.7 0180 28.92 Node NODE 26.9 -14.7 0181 28.92 Node NODE 27.5 -14.7 0183 28.92 Node NODE 26.6 -14.7 0184 28.92 Node NODE 26.1 -14.7 0186 28.92 Node NODE 25.6 -14.7 0191 28.92 Node NODE 25.6 -14.7 0193 28.92 Node NODE 25.6 -14.7 0273 9.5 Node NODE 45.6 -6.3 0292 9.5 Node NODE 50.9 -6.3 0901 9.5 Node NODE 53.2 -6.3 0904 5.5 Node NODE 59.4 -4.5 0908-I 2.31 Node NODE 65.3 -3.2 Date 9/6/2017 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0908-O 4.64 Node NODE 59.8 -4.2 S401 28.92 Overhead Sprinkler HEAD 5.6 Open 28.6 0.6 280 0.102 26 -14.7 25 28 S402 28.92 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -14.7 25 28 S403 28.92 Overhead Sprinkler HEAD 5.6 Open 28 0.0 280 0.1 25 -14.7 25 28 S404 28.92 Overhead Sprinkler HEAD 5.6 Open 27.8 17.8 100 0.278 24.6 -14.7 7.2 10 S405 28.92 Overhead Sprinkler HEAD 5.6 Open 27.5 17.5 100 0.275 24.1 -14.7 7.2 10 SR1 -5 Supply SUPPLY -139.9 68.6 0 Date 9/6/2017 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S402 0186 28.92 28.92 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2418 25 0 0.6 0186 0179 28.92 28.92 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1264 25.6 0 0.8 0179 0180 28.92 28.92 1.8 29.8 1.5 1.598 1x(BM.Tee-Run)=1 20.79 1 21.79 150 0.0231 26.4 0 0.5 0180 0181 28.92 28.92 27.8 57.6 1.5 1.598 1x(BM.Tee-Run)=1 6.21 1 7.21 150 0.0782 26.9 0 0.6 0181 0102 28.92 28.92 28.6 86.1 1.5 1.598 1x(BM.Tee-Br)=8 1x(BM.90)=8 20.87 16 36.87 150 0.165 27.5 0 6.1 0102 0101 28.92 20 -22 64.2 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0318 33.6 3.9 0.3 0101 0096 20 9.5 -10.3 53.8 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.023 37.8 4.5 0.9 0096 0061 9.5 9.5 -14.9 39 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0126 43.2 0 2.2 0061 0060 9.5 9.5 -11.9 27 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0064 45.4 0 0 0060 0048 9.5 9.5 86 113.1 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0909 45.4 0 6.2 0048 0901 9.5 9.5 26.8 139.9 2 2.003 11.9 0 11.9 150 0.1348 51.6 0 1.6 0901 0904 9.5 5.5 0 139.9 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.142 53.2 1.7 4.5 0904 0908-O 5.5 4.64 0 139.9 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0052 59.4 0.4 0.0 0908-O 0908-I 4.64 2.31 0 139.9 4 0 2.33 0 2.33 0 1.9301 59.8 1 4.5 AmesC200N *** 0908-I SR1 2.31 -5 0 139.9 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 65.3 3.2 0.2 SR1 68.6 Date 9/6/2017 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S403 0193 28.92 28.92 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.242 25 0 0.6 0193 0176 28.92 28.92 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1265 25.6 0 0.8 0176 0120 28.92 28.92 25.7 53.7 1.5 1.598 1x(BM.Tee-Br)=8 6x(BM.Tee-Run)=6 1x(BM.90)=8 99.25 22 121.25 150 0.0688 26.5 0 8.3 0120 0121 28.92 20 22 75.7 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0432 34.8 3.9 0.4 0121 0060 20 9.5 10.3 86 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0548 39.1 4.5 1.7 0060 45.4 3Path No: S401 0183 28.92 28.92 5.6 28.6 28.6 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2509 26 0 0.6 0183 0181 28.92 28.92 0 28.6 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1311 26.6 0 0.9 0181 27.5 4Path No: S405 0191 28.92 28.92 5.6 27.5 27.5 1 1.049 1x(us.Tee-Br)=5 1.25 5 6.25 120 0.2341 24.1 0 1.5 0191 0177 28.92 28.92 0 27.5 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1223 25.6 0 0.8 0177 0176 28.92 28.92 -1.8 25.7 1.5 1.598 1x(BM.Tee-Run)=1 0.57 1 1.57 150 0.0176 26.4 0 0.0 0176 26.5 5Path No: S404 0184 28.92 28.92 5.6 27.8 27.8 1 1.049 1x(us.Tee-Br)=5 1.38 5 6.38 120 0.238 24.6 0 1.5 0184 0180 28.92 28.92 0 27.8 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1244 26.1 0 0.8 0180 26.9 Date 9/6/2017 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 6Path No: 0102 0118 28.92 39.42 0 22 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0044 33.6 -4.5 1 0118 0119 39.42 39.42 0 22 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0131 30 0 0.2 0119 0120 39.42 28.92 0 22 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0044 30.2 4.5 0.1 0120 34.8 7Path No: 0101 0121 20 20 0 10.3 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0063 37.8 0 1.3 0121 39.1 8Path No: 0096 0273 9.5 9.5 0 14.9 1.25 1.394 3x(BM.Tee-Br)=18 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 36 191.53 150 0.0124 43.2 0 2.4 0273 0292 9.5 9.5 11.9 26.8 1.25 1.394 2x(BM.Tee-Br)=12 1x(BM.Tee-Run)=1 2x(BM.90)=12 119.17 25 144.17 150 0.0369 45.6 0 5.3 0292 0048 9.5 9.5 0 26.8 2 2.003 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=10 72.09 34 106.09 150 0.0063 50.9 0 0.7 0048 51.6 9Path No: 0061 0273 9.5 9.5 0 11.9 1.25 1.394 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=12 12.13 13 25.13 150 0.0083 45.4 0 0.2 0273 45.6 10Path No: 0177 0179 28.92 28.92 0 1.8 1.5 1.598 2x(BM.Tee-Run)=2 26.43 2 28.43 150 0.0001 26.4 0 0 0179 26.4 * 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 14.24 ft/s occurs in the following pipe(s): (0901-0048) Date 9/6/2017 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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) 5 3RD FLOOR EAST BREEZEWAY LIGHT 0.1 1040 280 5 0 100 240.1 71.3 Wet 555.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX HEAD SPACING 28'WX10'L Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 5 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 5 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 240.1 71.3 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 140.1 0 0 140.1 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 71.3 140.1 N/A Sprinklers Other Date 9/6/2017 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0029 9.5 Node NODE 47.1 -6.3 0048 9.5 Node NODE 54.2 -6.3 0060 9.5 Node NODE 53.7 -6.3 0061 9.5 Node NODE 53.7 -6.3 0096 9.5 Node NODE 53.7 -6.3 0101 20 Node NODE 49.2 -10.8 0102 28.92 Node NODE 45.3 -14.7 0118 39.42 Node NODE 40.7 -19.2 0119 39.42 Node NODE 40.7 -19.2 0120 28.92 Node NODE 45.3 -14.7 0121 20 Node NODE 49.2 -10.8 0273 9.5 Node NODE 53.2 -6.3 0292 9.5 Node NODE 47.3 -6.3 0901 9.5 Node NODE 55.8 -6.3 0904 5.5 Node NODE 62 -4.5 0908-I 2.31 Node NODE 67.9 -3.2 0908-O 4.64 Node NODE 62.4 -4.2 1090 28.92 Node NODE 29.2 -14.7 1091 28.92 Node NODE 27.7 -14.7 1092 28.92 Node NODE 26.8 -14.7 1093 28.92 Node NODE 26.4 -14.7 1101 28.92 Node NODE 25.6 -14.7 1102 28.92 Node NODE 25.9 -14.7 1104 28.92 Node NODE 26.9 -14.7 1106 28.92 Node NODE 26.7 -14.7 Date 9/6/2017 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 1107 28.92 Node NODE 26.6 -14.7 1108 28.92 Node NODE 25.8 -14.7 1109 28.92 Node NODE 25.8 -14.7 S501 28.92 Overhead Sprinkler HEAD 5.6 Open 28.1 0.1 280 0.1 25.2 -14.7 25 28 S502 28.92 Overhead Sprinkler HEAD 5.6 Open 28.7 0.7 280 0.102 26.2 -14.7 25 28 S503 28.92 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -14.7 25 28 S504 28.92 Overhead Sprinkler HEAD 5.6 Open 27.7 17.7 100 0.277 24.4 -14.7 7.2 10 S505 28.92 Overhead Sprinkler HEAD 5.6 Open 27.6 17.6 100 0.276 24.3 -14.7 7.2 10 SR1 -5 Supply SUPPLY -140.1 71.3 0 Date 9/6/2017 Page 44Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S503 1101 28.92 28.92 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2418 25 0 0.6 1101 1093 28.92 28.92 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1264 25.6 0 0.8 1093 1092 28.92 28.92 0 28 1.5 1.598 1x(BM.Tee-Run)=1 15.82 1 16.82 150 0.0206 26.4 0 0.3 1092 1091 28.92 28.92 27.7 55.7 1.5 1.598 1x(BM.Tee-Run)=1 12.18 1 13.18 150 0.0735 26.8 0 1 1091 1090 28.92 28.92 28.7 84.4 1.5 1.598 1x(BM.Tee-Br)=8 1.32 8 9.32 150 0.1588 27.7 0 1.5 1090 0029 28.92 9.5 55.7 140.1 2 2.003 2x(BM.Tee-Br)=20 1x(BM.Tee-Run)=1 1x(BM.90)=10 38.93 31 69.93 150 0.1352 29.2 8.4 9.5 0029 0048 9.5 9.5 -28.3 111.8 2 2.003 18x(BM.Tee-Run)=18 1x(BM.Tee-Br)=10 51.77 28 79.77 150 0.089 47.1 0 7.1 0048 0901 9.5 9.5 28.3 140.1 2 2.003 11.9 0 11.9 150 0.1352 54.2 0 1.6 0901 0904 9.5 5.5 0 140.1 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.1425 55.8 1.7 4.5 0904 0908-O 5.5 4.64 0 140.1 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0052 62 0.4 0.0 0908-O 0908-I 4.64 2.31 0 140.1 4 0 2.33 0 2.33 0 1.9245 62.4 1 4.5 AmesC200N *** 0908-I SR1 2.31 -5 0 140.1 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 67.9 3.2 0.2 SR1 71.3 Date 9/6/2017 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S501 1108 28.92 28.92 5.6 28.1 28.1 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2435 25.2 0 0.6 1108 1107 28.92 28.92 0 28.1 1 1.101 1x(BM.90)=5 1.53 5 6.53 150 0.1273 25.8 0 0.8 1107 1106 28.92 28.92 0 28.1 1.5 1.598 1x(BM.Tee-Run)=1 1.04 1 2.04 150 0.0207 26.6 0 0.0 1106 1090 28.92 28.92 27.6 55.7 1.5 1.598 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=8 25.63 9 34.63 150 0.0737 26.7 0 2.6 1090 29.2 3Path No: S502 1104 28.92 28.92 5.6 28.7 28.7 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.253 26.2 0 0.6 1104 1091 28.92 28.92 0 28.7 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1322 26.9 0 0.9 1091 27.7 4Path No: S505 1109 28.92 28.92 5.6 27.6 27.6 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.2356 24.3 0 1.5 1109 1106 28.92 28.92 0 27.6 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1232 25.8 0 0.8 1106 26.7 5Path No: S504 1102 28.92 28.92 5.6 27.7 27.7 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.2365 24.4 0 1.5 1102 1092 28.92 28.92 0 27.7 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1236 25.9 0 0.8 1092 26.8 Date 9/6/2017 Page 46Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 6Path No: 0029 0292 9.5 9.5 0 28.3 2 2.003 5x(BM.Tee-Run)=5 1x(BM.Tee-Br)=10 20.32 15 35.32 150 0.007 47.1 0 0.2 0292 0273 9.5 9.5 0 28.3 1.25 1.394 2x(BM.Tee-Br)=12 2x(BM.90)=12 1x(BM.Tee-Run)=1 119.17 25 144.17 150 0.0408 47.3 0 5.9 0273 0061 9.5 9.5 -6.3 22 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 12.13 7 19.13 150 0.0255 53.2 0 0.5 0061 0060 9.5 9.5 2.7 24.7 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0054 53.7 0 0 0060 0048 9.5 9.5 3.6 28.3 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.007 53.7 0 0.5 0048 54.2 7Path No: 0273 0096 9.5 9.5 0 6.3 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 30 185.53 150 0.0025 53.2 0 0.5 0096 0101 9.5 20 -2.7 3.6 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.0002 53.7 -4.5 0 0101 0102 20 28.92 -0.8 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 49.2 -3.9 0 0102 0118 28.92 39.42 -1.1 1.7 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0000 45.3 -4.5 0 0118 0119 39.42 39.42 0 1.7 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0001 40.7 0 0 0119 0120 39.42 28.92 0 1.7 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0000 40.7 4.5 0 0120 0121 28.92 20 1.1 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 45.3 3.9 0 0121 0060 20 9.5 0.8 3.6 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0002 49.2 4.5 0 0060 53.7 8Path No: 0096 0061 9.5 9.5 0 2.7 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0001 53.7 0 0.0 0061 53.7 Date 9/6/2017 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 9Path No: 0101 0121 20 20 0 0.8 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0001 49.2 0 0.0 0121 49.2 10Path No: 0102 0120 28.92 28.92 0 1.1 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0000 45.3 0 0.0 0120 45.3 * 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 14.26 ft/s occurs in the following pipe(s): (0029-1090), (0901-0048) Date 9/6/2017 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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) 6 2ND FLOOR E BREEZEWAY LIGHT 0.1 1040 280 5 0 100 240.8 74.9 Wet 551.6 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX HEAD SPACING 28'W X 10' L Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 6 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 6 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 240.8 74.9 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 140.8 0 0 140.8 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 74.9 140.8 N/A Sprinklers Other Date 9/6/2017 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0027 20 Node NODE 41.6 -10.8 0029 9.5 Node NODE 50.7 -6.3 0048 9.5 Node NODE 57.8 -6.3 0060 9.5 Node NODE 57.4 -6.3 0061 9.5 Node NODE 57.3 -6.3 0096 9.5 Node NODE 57.3 -6.3 0101 20 Node NODE 52.8 -10.8 0102 28.92 Node NODE 48.9 -14.7 0118 39.42 Node NODE 44.4 -19.2 0119 39.42 Node NODE 44.4 -19.2 0120 28.92 Node NODE 48.9 -14.7 0121 20 Node NODE 52.8 -10.8 0273 9.5 Node NODE 56.8 -6.3 0292 9.5 Node NODE 50.9 -6.3 0901 9.5 Node NODE 59.5 -6.3 0904 5.5 Node NODE 65.7 -4.5 0908-I 2.31 Node NODE 71.6 -3.2 0908-O 4.64 Node NODE 66.1 -4.2 1065 20 Node NODE 31.3 -10.8 1066 20 Node NODE 29 -10.8 1067 20 Node NODE 27.1 -10.8 1068 20 Node NODE 26.4 -10.8 1076 20 Node NODE 25.6 -10.8 1077 20 Node NODE 26.3 -10.8 1079 20 Node NODE 28.1 -10.8 Date 9/6/2017 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 1081 20 Node NODE 26.6 -10.8 1082 20 Node NODE 26.6 -10.8 1083 20 Node NODE 25.7 -10.8 1084 20 Node NODE 25.8 -10.8 S601 20 Overhead Sprinkler HEAD 5.6 Open 28.1 0.1 280 0.1 25.1 -10.8 25 28 S602 20 Overhead Sprinkler HEAD 5.6 Open 29.3 1.3 280 0.105 27.4 -10.8 25 28 S603 20 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -10.8 25 28 S604 20 Overhead Sprinkler HEAD 5.6 Open 27.6 17.6 100 0.276 24.3 -10.8 7.2 10 S605 20 Overhead Sprinkler HEAD 5.6 Open 27.8 17.8 100 0.278 24.7 -10.8 7.2 10 SR1 -5 Supply SUPPLY -140.8 74.9 0 Date 9/6/2017 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S603 1076 20 20 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2418 25 0 0.6 1076 1068 20 20 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1264 25.6 0 0.8 1068 1067 20 20 0 28 1.25 1.394 1x(BM.Tee-Run)=1 15.82 1 16.82 150 0.04 26.4 0 0.7 1067 1066 20 20 27.8 55.8 1.25 1.394 1x(BM.Tee-Run)=1 12.18 1 13.18 150 0.1438 27.1 0 1.9 1066 1065 20 20 29.3 85.2 1.25 1.394 1x(BM.Tee-Br)=6 1.32 6 7.32 150 0.3143 29 0 2.3 1065 0027 20 20 55.7 140.8 1.5 1.598 1x(BM.Tee-Br)=8 17.17 8 25.17 150 0.4102 31.3 0 10.3 0027 0029 20 9.5 0 140.8 2 2.003 1x(BM.Tee-Br)=10 1x(BM.90)=10 12.84 20 32.84 150 0.1365 41.6 4.5 4.5 0029 0048 9.5 9.5 -28.4 112.4 2 2.003 18x(BM.Tee-Run)=18 1x(BM.Tee-Br)=10 51.77 28 79.77 150 0.0899 50.7 0 7.2 0048 0901 9.5 9.5 28.4 140.8 2 2.003 11.9 0 11.9 150 0.1365 57.8 0 1.6 0901 0904 9.5 5.5 0 140.8 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.1439 59.5 1.7 4.5 0904 0908-O 5.5 4.64 0 140.8 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0052 65.7 0.4 0.0 0908-O 0908-I 4.64 2.31 0 140.8 4 0 2.33 0 2.33 0 1.9061 66.1 1 4.4 AmesC200N *** 0908-I SR1 2.31 -5 0 140.8 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 71.6 3.2 0.2 SR1 74.9 Date 9/6/2017 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S601 1083 20 20 5.6 28.1 28.1 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2428 25.1 0 0.6 1083 1082 20 20 0 28.1 1 1.101 1x(BM.90)=5 1.53 5 6.53 150 0.1269 25.7 0 0.8 1082 1081 20 20 0 28.1 1.25 1.394 1x(BM.Tee-Run)=1 1.04 1 2.04 150 0.0402 26.6 0 0.1 1081 1065 20 20 27.6 55.7 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 25.63 7 32.63 150 0.1429 26.6 0 4.7 1065 31.3 3Path No: S602 1079 20 20 5.6 29.3 29.3 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2636 27.4 0 0.7 1079 1066 20 20 0 29.3 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1378 28.1 0 0.9 1066 29 4Path No: S604 1084 20 20 5.6 27.6 27.6 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.2353 24.3 0 1.5 1084 1081 20 20 0 27.6 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.123 25.8 0 0.8 1081 26.6 5Path No: S605 1077 20 20 5.6 27.8 27.8 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.2392 24.7 0 1.6 1077 1067 20 20 0 27.8 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.125 26.3 0 0.8 1067 27.1 Date 9/6/2017 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 6Path No: 0029 0292 9.5 9.5 0 28.4 2 2.003 5x(BM.Tee-Run)=5 1x(BM.Tee-Br)=10 20.32 15 35.32 150 0.0071 50.7 0 0.2 0292 0273 9.5 9.5 0 28.4 1.25 1.394 2x(BM.Tee-Br)=12 2x(BM.90)=12 1x(BM.Tee-Run)=1 119.17 25 144.17 150 0.0412 50.9 0 5.9 0273 0061 9.5 9.5 -6.4 22.1 1.25 1.394 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=6 12.13 7 19.13 150 0.0258 56.8 0 0.5 0061 0060 9.5 9.5 2.7 24.8 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0055 57.3 0 0 0060 0048 9.5 9.5 3.6 28.4 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0071 57.4 0 0.5 0048 57.8 7Path No: 0273 0096 9.5 9.5 0 6.4 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 30 185.53 150 0.0026 56.8 0 0.5 0096 0101 9.5 20 -2.7 3.6 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.0002 57.3 -4.5 0 0101 0102 20 28.92 -0.8 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 52.8 -3.9 0 0102 0118 28.92 39.42 -1.1 1.7 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0000 48.9 -4.5 0 0118 0119 39.42 39.42 0 1.7 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0001 44.4 0 0 0119 0120 39.42 28.92 0 1.7 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0000 44.4 4.5 0 0120 0121 28.92 20 1.1 2.8 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0001 48.9 3.9 0 0121 0060 20 9.5 0.8 3.6 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0002 52.8 4.5 0 0060 57.4 8Path No: 0096 0061 9.5 9.5 0 2.7 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0001 57.3 0 0.0 0061 57.3 Date 9/6/2017 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 9Path No: 0101 0121 20 20 0 0.8 1.25 1.394 2x(BM.Tee-Br)=12 12x(BM.Tee-Run)=12 2x(BM.90)=12 174.12 36 210.12 150 0.0001 52.8 0 0.0 0121 52.8 10Path No: 0102 0120 28.92 28.92 0 1.1 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0000 48.9 0 0.0 0120 48.9 * 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 22.53 ft/s occurs in the following pipe(s): (0027-1065) Date 9/6/2017 Page 58Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 59Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 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) 7 2ND FLOOR BREEZEWAY W LIGHT 0.1 1040 280 5 0 100 240.8 70.9 Wet 543.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 06/22/2017 SITE SR1 MAX HEAD SPACING 28'L X 10'W Project Name : THE LANDING APARTMENTS Contract No. : 17-218 Project Location: 359 W 4TH S City: REXBURG, IDAHO Date: 8/22/2017 Name of Contractor: PHOENIX FIRE PROTECTION Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 9/6/2017 Page 60Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Diagram for Design Area : 7 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/6/2017 Page 61Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS Hydraulic Analysis for : 7 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 : SR1 Flow (gpm)Pressure (psi) 0 80 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SR1 80 75 1150 79.9 240.8 70.9 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) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 140.8 0 0 140.8 Required Margin of Safety (psi) SR1 - Pressure (psi) SR1 - Flow (gpm) Demand w/o System Pump(s) 0 70.9 140.8 N/A Sprinklers Other Date 9/6/2017 Page 62Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0048 9.5 Node NODE 53.8 -6.3 0060 9.5 Node NODE 47.5 -6.3 0061 9.5 Node NODE 47.5 -6.3 0096 9.5 Node NODE 45.3 -6.3 0101 20 Node NODE 39.9 -10.8 0102 28.92 Node NODE 36.1 -14.7 0118 39.42 Node NODE 32.5 -19.2 0119 39.42 Node NODE 32.7 -19.2 0120 28.92 Node NODE 37.3 -14.7 0121 20 Node NODE 41.2 -10.8 0133 20 Node NODE 26.5 -10.8 0134 20 Node NODE 26.4 -10.8 0136 20 Node NODE 26.4 -10.8 0137 20 Node NODE 27.5 -10.8 0138 20 Node NODE 28.7 -10.8 0140 20 Node NODE 27.8 -10.8 0141 20 Node NODE 26.6 -10.8 0143 20 Node NODE 25.6 -10.8 0148 20 Node NODE 25.6 -10.8 0150 20 Node NODE 25.6 -10.8 0273 9.5 Node NODE 47.7 -6.3 0292 9.5 Node NODE 53.1 -6.3 0901 9.5 Node NODE 55.4 -6.3 0904 5.5 Node NODE 61.7 -4.5 0908-I 2.31 Node NODE 67.5 -3.2 Date 9/6/2017 Page 63Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Job : THE LANDING APARTMENTS 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 0908-O 4.64 Node NODE 62.1 -4.2 S701 20 Overhead Sprinkler HEAD 5.6 Open 28 0.0 280 0.1 25 -10.8 25 28 S702 20 Overhead Sprinkler HEAD 5.6 Open 28 0 280 0.1 25 -10.8 25 28 S703 20 Overhead Sprinkler HEAD 5.6 Open 29.2 1.2 280 0.104 27.2 -10.8 25 28 S704 20 Overhead Sprinkler HEAD 5.6 Open 28.1 18.1 100 0.281 25.2 -10.8 7.2 10 S705 20 Overhead Sprinkler HEAD 5.6 Open 27.5 17.5 100 0.275 24.1 -10.8 7.2 10 SR1 -5 Supply SUPPLY -140.8 70.9 0 Date 9/6/2017 Page 64Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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: S702 0143 20 20 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2418 25 0 0.6 0143 0136 20 20 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1264 25.6 0 0.8 0136 0137 20 20 3.5 31.5 1.25 1.394 1x(BM.Tee-Run)=1 20.4 1 21.4 150 0.0498 26.4 0 1.1 0137 0138 20 20 28.1 59.6 1.25 1.394 1x(BM.Tee-Run)=1 6.6 1 7.6 150 0.1623 27.5 0 1.2 0138 0101 20 20 29.2 88.8 1.25 1.394 1x(BM.Tee-Br)=6 1x(BM.90)=6 20.87 12 32.87 150 0.3396 28.7 0 11.2 0101 0096 20 9.5 -34.6 54.2 2 2.003 3x(BM.Tee-Run)=3 2x(BM.90)=20 16.04 23 39.04 150 0.0233 39.9 4.5 0.9 0096 0061 9.5 9.5 -14.9 39.2 2 2.003 35x(BM.Tee-Run)=35 136 35 171 150 0.0128 45.3 0 2.2 0061 0060 9.5 9.5 -12 27.2 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0065 47.5 0 0 0060 0048 9.5 9.5 86.6 113.8 2 2.003 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=10 2x(BM.90)=20 29.05 39 68.05 150 0.0921 47.5 0 6.3 0048 0901 9.5 9.5 27 140.8 2 2.003 11.9 0 11.9 150 0.1365 53.8 0 1.6 0901 0904 9.5 5.5 0 140.8 2 2.157 1x(us.Tee-Br)=12.31 2x(us.90)=12.31 6.84 24.61 31.46 120 0.1439 55.4 1.7 4.5 0904 0908-O 5.5 4.64 0 140.8 4 4.26 1x(coupling)=1.32 0.86 1.32 2.18 120 0.0052 61.7 0.4 0.0 0908-O 0908-I 4.64 2.31 0 140.8 4 0 2.33 0 2.33 0 1.9065 62.1 1 4.4 AmesC200N *** 0908-I SR1 2.31 -5 0 140.8 6 6.08 3x(us.90)=64.19 269.3 64.19 333.49 150 0.0006 67.5 3.2 0.2 SR1 70.9 Date 9/6/2017 Page 65Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 2Path No: S701 0150 20 20 5.6 28 28 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.242 25 0 0.6 0150 0133 20 20 0 28 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1265 25.6 0 0.8 0133 0121 20 20 24 52 1.25 1.394 1x(BM.Tee-Br)=6 6x(BM.Tee-Run)=6 1x(BM.90)=6 99.25 18 117.25 150 0.1261 26.5 0 14.8 0121 0060 20 9.5 34.6 86.6 2 2.003 2x(BM.Tee-Br)=20 11.75 20 31.75 150 0.0555 41.2 4.5 1.8 0060 47.5 3Path No: S703 0140 20 20 5.6 29.2 29.2 1 1.049 1x(coupling)=1 1.5 1 2.5 120 0.2613 27.2 0 0.7 0140 0138 20 20 0 29.2 1 1.101 1x(BM.Tee-Br)=5 1.53 5 6.53 150 0.1366 27.8 0 0.9 0138 28.7 4Path No: S705 0148 20 20 5.6 27.5 27.5 1 1.049 1x(us.Tee-Br)=5 1.25 5 6.25 120 0.2339 24.1 0 1.5 0148 0134 20 20 0 27.5 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1222 25.6 0 0.8 0134 0133 20 20 -3.5 24 1.25 1.394 1x(BM.Tee-Run)=1 0.57 1 1.57 150 0.0301 26.4 0 0.0 0133 26.5 5Path No: S704 0141 20 20 5.6 28.1 28.1 1 1.049 1x(us.Tee-Br)=5 0.99 5 5.99 120 0.2434 25.2 0 1.5 0141 0137 20 20 0 28.1 1 1.101 1x(BM.Tee-Br)=5 1.74 5 6.74 150 0.1272 26.6 0 0.9 0137 27.5 Date 9/6/2017 Page 66Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS PIPE INFORMATION 6Path No: 0101 0102 20 28.92 0 34.6 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0102 39.9 -3.9 0.1 0102 0118 28.92 39.42 -13.4 21.2 2 2.003 12x(BM.Tee-Run)=12 3x(BM.90)=30 176.58 42 218.58 150 0.0041 36.1 -4.5 0.9 0118 0119 39.42 39.42 0 21.2 1.5 1.598 1x(BM.90)=8 8.07 8 16.07 150 0.0123 32.5 0 0.2 0119 0120 39.42 28.92 0 21.2 2 2.003 1x(BM.Tee-Run)=1 10.5 1 11.5 150 0.0041 32.7 4.5 0.0 0120 0121 28.92 20 13.4 34.6 2 2.003 1x(BM.Tee-Run)=1 8.92 1 9.92 150 0.0102 37.3 3.9 0.1 0121 41.2 7Path No: 0096 0273 9.5 9.5 0 14.9 1.25 1.394 3x(BM.Tee-Br)=18 12x(BM.Tee-Run)=12 1x(BM.90)=6 155.53 36 191.53 150 0.0125 45.3 0 2.4 0273 0292 9.5 9.5 12 27 1.25 1.394 2x(BM.Tee-Br)=12 1x(BM.Tee-Run)=1 2x(BM.90)=12 119.17 25 144.17 150 0.0374 47.7 0 5.4 0292 0048 9.5 9.5 0 27 2 2.003 24x(BM.Tee-Run)=24 1x(BM.Tee-Br)=10 72.09 34 106.09 150 0.0064 53.1 0 0.7 0048 53.8 8Path No: 0061 0273 9.5 9.5 0 12 1.25 1.394 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=12 12.13 13 25.13 150 0.0084 47.5 0 0.2 0273 47.7 9Path No: 0134 0136 20 20 0 3.5 1.25 1.394 2x(BM.Tee-Run)=2 26.43 2 28.43 150 0.0009 26.4 0 0.0 0136 26.4 10Path No: 0102 0120 28.92 28.92 0 13.4 1.5 1.598 2x(BM.Tee-Br)=16 12x(BM.Tee-Run)=12 2x(BM.90)=16 174.12 44 218.12 150 0.0052 36.1 0 1.1 0120 37.3 Date 9/6/2017 Page 67Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Hydraulic CalculationsJob : THE LANDING APARTMENTS 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 18.67 ft/s occurs in the following pipe(s): (0101-0138) Date 9/6/2017 Page 68Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg Device GraphsJob : THE LANDING APARTMENTS Date 9/6/2017 Page 69Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-218 The Landing APts - Rexburg\17-218 FP.dwg