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HomeMy WebLinkAboutFS CALCS - Revised 5/1/17 - 16-00683-684 - Sugar Mill Apartments Project Name : SUGAR MILL APARTMENTS Drawing No. : 17-207 Project Location: 267 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 2080 225 Required 70.9 0.05 29 4 100 8.925Demand (HW) 2 LIGHT 1160 158.1 Required 53.4 0.05 29 2 100 26.525Demand (HW) 3 LIGHT 896 208.8 Required 70.3 0.12 26.9 4 100 9.623Demand (HW) Date 4/26/2017 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.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 CLUBHOUSE LIGHT 0.05 2080 580 4 0 100 225 70.9 Wet 115.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10.5.2016 S. 3RD STREET W. SRC Project Name : SUGAR MILL APARTMENTS Contract No. : 17-207 Project Location: 267 W 4TH S City: REXBURG, IDAHO Date: 3/20/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: IDAHO STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 4/26/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/26/2017 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 : SRC Flow (gpm)Pressure (psi) 0 80 1310 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 76 1310 79.9 225 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 125 0 0 125 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 70.9 125 N/A Sprinklers Other Date 4/26/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 1 Date 4/26/2017 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1310S2 76Supply point #2 - Residual 0D1 16Elevation Pressure 125D2 70.9System Demand 225D3 70.9System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 135.7Supply79.9 8.9 225 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 7.6 0.05 23 9.2 0.069 17.431.7460Overhead Sprinkler S102 5.8 0.05 29 25 0.05 2529580Overhead Sprinkler S103 7.6 0.05 23 9.2 0.075 20.634.5460Overhead Sprinkler S104 5.8 0.05 29 25 0.051 26.329.7580Overhead Sprinkler Date 4/26/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 001 39.92 Node NODE 21.3 -16 003 39.92 Node NODE 24.6 -16 006 39.92 Node NODE 26.6 -16 008 39.92 Node NODE 29.1 -16 013 30.33 Node NODE 38.2 -11.8 014 30.33 Node NODE 38.2 -11.8 031 30.33 Node NODE 38.5 -11.8 034 30.33 Node NODE 38.5 -11.8 051 30.33 Node NODE 38.8 -11.8 067 30.33 Node NODE 38.8 -11.8 071 9.67 Node NODE 53.2 -2.9 076 -5.67 Node NODE 71.9 3.8 556-I -5.67 Node NODE 74.5 3.8 556-O -5.67 Node NODE 71.9 3.8 557 -5.67 Node NODE 74.6 3.8 751 39.5 Node NODE 30.3 -15.8 756 39.92 Node NODE 25.4 -16 759 39.92 Node NODE 18 -16 S101 39.75 Overhead Sprinkler HEAD 7.6 Open 31.7 8.7 460 0.069 17.4 -15.9 9.2 23 S102 39.92 Overhead Sprinkler HEAD 5.8 Open 29 0 580 0.05 25 -16 25 29 S103 39.75 Overhead Sprinkler HEAD 7.6 Open 34.5 11.5 460 0.075 20.6 -15.9 9.2 23 S104 39.92 Overhead Sprinkler HEAD 5.8 Open 29.7 0.7 580 0.051 26.3 -16 25 29 SRC 3 Supply SUPPLY -125 70.9 0 Date 4/26/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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: S102 756 39.92 39.92 5.8 29 29 1 1.101 1x(BM.Tee-Run)=1 2 1 3 150 0.1349 25 0 0.4 756 751 39.92 39.5 31.7 60.7 1.25 1.394 1x(BM.Tee-Run)=1 3x(BM.90)=18 9.12 19 28.12 150 0.1679 25.4 0.2 4.7 751 067 39.5 30.33 0 60.7 1.5 1.598 2x(BM.Tee-Br)=16 1x(BM.90)=8 28.65 24 52.65 150 0.0863 30.3 4 4.5 067 071 30.33 9.67 64.3 125 2 2.003 1x(BM.Tee-Run)=1 2x(BM.90)=20 28.12 21 49.12 150 0.1094 38.8 9 5.4 071 076 9.67 -5.67 0 125 2 2.157 1x(us.Tee-Br)=12.31 4x(us.90)=24.61 67.98 36.92 104.9 120 0.1154 53.2 6.6 12.1 076 556-O -5.67 -5.67 0 125 4 4.26 1x(coupling)=1.32 0.61 1.32 1.93 120 0.0042 71.9 0 0 556-O 556-I -5.67 -5.67 0 125 4 0 2.43 0 2.43 0 1.0773 71.9 0 2.6 DERINGER 20 *** 556-I 557 -5.67 -5.67 0 125 4 4.26 1x(us.90)=13.17 1.17 13.17 14.33 120 0.0042 74.5 0 0.1 557 SRC -5.67 3 0 125 6 6.08 5x(us.90)=106.98 42.7 106.98 149.68 150 0.0005 74.6 -3.8 0.1 SRC 70.9 2Path No: S104 006 39.92 39.92 5.8 29.7 29.7 1 1.101 1x(BM.Tee-Run)=1 1.14 1 2.14 150 0.1414 26.3 0 0.3 006 008 39.92 39.92 34.5 64.3 1.25 1.394 1x(BM.Tee-Br)=6 7.57 6 13.57 150 0.1866 26.6 0 2.5 008 013 39.92 30.33 0 64.3 1.5 1.598 2x(BM.Tee-Br)=16 1x(BM.90)=8 27.51 24 51.51 150 0.096 29.1 4.2 4.9 013 051 30.33 30.33 -5.9 58.3 2 2.003 4x(BM.Tee-Run)=4 16 4 20 150 0.0267 38.2 0 0.5 051 067 30.33 30.33 5.9 64.3 2 2.003 1x(BM.Tee-Run)=1 0.5 1 1.5 150 0.0319 38.8 0 0.0 067 38.8 Date 4/26/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL APARTMENTS PIPE INFORMATION 3Path No: S101 759 39.75 39.92 7.6 31.7 31.7 1 1.049 1x(us.90)=2 0.17 2 2.17 120 0.3044 17.4 -0.1 0.7 759 756 39.92 39.92 0 31.7 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 31.58 15 46.58 150 0.1591 18 0 7.4 756 25.4 4Path No: S103 001 39.75 39.92 7.6 34.5 34.5 1 1.049 1x(us.90)=2 0.17 2 2.17 120 0.3565 20.6 -0.1 0.8 001 003 39.92 39.92 0 34.5 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 11.55 6 17.55 150 0.1863 21.3 0 3.3 003 006 39.92 39.92 0 34.5 1.25 1.394 1x(BM.Tee-Br)=6 1x(BM.Tee-Run)=1 1x(BM.90)=6 20.9 13 33.9 150 0.059 24.6 0 2 006 26.6 5Path No: 013 014 30.33 30.33 0 5.9 2 2.003 1x(BM.90)=10 0.5 10 10.5 150 0.0004 38.2 0 0 014 031 30.33 30.33 0 5.9 1.25 1.394 8x(BM.Tee-Run)=8 1x(BM.90)=6 100.23 14 114.23 150 0.0023 38.2 0 0.3 031 034 30.33 30.33 0 5.9 2 2.003 2x(BM.Tee-Run)=2 1x(BM.90)=10 16.5 12 28.5 150 0.0004 38.5 0 0.0 034 051 30.33 30.33 0 5.9 1.25 1.394 8x(BM.Tee-Run)=8 1x(BM.Tee-Br)=6 100.23 14 114.23 150 0.0023 38.5 0 0.3 051 38.8 * 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 13.51 ft/s occurs in the following pipe(s): (008-006) Date 4/26/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Device GraphsJob : SUGAR MILL APARTMENTS Date 4/26/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.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 FLOOR LIGHT 0.05 1160 580 2 0 100 158.1 53.4 Wet 115.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10.5.2016 S. 3RD STREET W. SRC Project Name : SUGAR MILL APARTMENTS Contract No. : 17-207 Project Location: 267 W 4TH S City: REXBURG, IDAHO Date: 3/20/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: IDAHO STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 4/26/2017 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/26/2017 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 : SRC Flow (gpm)Pressure (psi) 0 80 1310 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 76 1310 80 158.1 53.4 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 58.1 0 0 58.1 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 53.4 58.1 N/A Sprinklers Other Date 4/26/2017 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 2 Date 4/26/2017 Page 14 Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1310S2 76Supply point #2 - Residual 0D1 15.6Elevation Pressure 58.1D2 53.4System Demand 158.1D3 53.4System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 77.5Supply80 26.5 158.1 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S201 5.8 0.05 29 25 0.05 25.129.1580Overhead Sprinkler S202 5.8 0.05 29 25 0.05 2529580Overhead Sprinkler Date 4/26/2017 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 077 -5.67 Node NODE 56 3.8 128 -1 Node NODE 52.2 1.7 134 30.33 Node NODE 36.1 -11.8 138 30.33 Node NODE 35.9 -11.8 155 30.33 Node NODE 32.5 -11.8 162 30.33 Node NODE 32.5 -11.8 165 30.33 Node NODE 32.5 -11.8 172 30.33 Node NODE 32.4 -11.8 556-I -5.67 Node NODE 57.1 3.8 556-O -5.67 Node NODE 56 3.8 557 -5.67 Node NODE 57.1 3.8 S201 39.08 Overhead Sprinkler HEAD 5.8 Open 29.1 0.1 580 0.05 25.1 -15.6 25 29 S202 39.08 Overhead Sprinkler HEAD 5.8 Open 29 0 580 0.05 25 -15.6 25 29 SRC 3 Supply SUPPLY -58.1 53.4 0 Date 4/26/2017 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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: S202 155 39.08 30.33 5.8 29 29 1 1.101 1x(BM.Tee-Br)=5 2x(BM.90)=10 12.69 15 27.69 150 0.1349 25 3.8 3.7 155 138 30.33 30.33 4.5 33.5 1.5 1.598 8x(BM.Tee-Run)=8 1x(BM.Tee-Br)=8 100.23 16 116.23 150 0.0286 32.5 0 3.3 138 134 30.33 30.33 0 33.5 2 2.003 4x(BM.Tee-Run)=4 19.08 4 23.08 150 0.0095 35.9 0 0.2 134 128 30.33 -1 24.6 58.1 2 2.003 1x(coupling)=1.3 3x(BM.90)=30 2x(BM.Tee-Run)=2 61.43 33.3 94.73 150 0.0265 36.1 13.6 2.5 128 077 -1 -5.67 0 58.1 2 2.157 2x(us.Tee-Br)=24.61 1x(us.90)=6.15 35.7 30.77 66.46 120 0.0279 52.2 2 1.9 077 556-O -5.67 -5.67 0 58.1 4 4.26 1x(coupling)=1.32 1.61 1.32 2.93 120 0.001 56 0 0 556-O 556-I -5.67 -5.67 0 58.1 4 0 2.43 0 2.43 0 0.4482 56 0 1.1 DERINGER 20 *** 556-I 557 -5.67 -5.67 0 58.1 4 4.26 1x(us.90)=13.17 1.17 13.17 14.33 120 0.001 57.1 0 0.0 557 SRC -5.67 3 0 58.1 6 6.08 5x(us.90)=106.98 42.7 106.98 149.68 150 0.0001 57.1 -3.8 0.0 SRC 53.4 2Path No: S201 172 39.08 30.33 5.8 29.1 29.1 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 10.99 15 25.99 150 0.1355 25.1 3.8 3.5 172 134 30.33 30.33 -4.5 24.6 1.25 1.394 9x(BM.Tee-Run)=9 1x(BM.Tee-Br)=6 100.23 15 115.23 150 0.0316 32.4 0 3.6 134 36.1 3Path No: 172 165 30.33 30.33 0 4.5 1.25 1.394 3x(BM.Tee-Run)=3 1x(BM.90)=6 32.91 9 41.91 150 0.0013 32.4 0 0.1 165 162 30.33 30.33 0 4.5 2 2.003 2x(BM.Tee-Run)=2 1x(BM.90)=10 19.08 12 31.08 150 0.0002 32.5 0 0 162 155 30.33 30.33 0 4.5 1.5 1.598 4x(BM.Tee-Run)=4 32.91 4 36.91 150 0.0007 32.5 0 0.0 155 32.5 Date 4/26/2017 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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 9.8 ft/s occurs in the following pipe(s): (172-S201) Date 4/26/2017 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Device GraphsJob : SUGAR MILL APARTMENTS Date 4/26/2017 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.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 FLOOR CORRIDOR LIGHT 0.12 896 224 4 0 100 208.8 70.3 Wet 117 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 10.5.2016 S. 3RD STREET W. SRC Project Name : SUGAR MILL APARTMENTS Contract No. : 17-207 Project Location: 267 W 4TH S City: REXBURG, IDAHO Date: 3/20/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: IDAHO STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 4/26/2017 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 4/26/2017 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 : SRC Flow (gpm)Pressure (psi) 0 80 1310 76 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 80 76 1310 80 208.8 70.3 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 108.8 0 0 108.8 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 70.3 108.8 N/A Sprinklers Other Date 4/26/2017 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 3 Date 4/26/2017 Page 23 Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 80Supply point #1 - Static 1310S2 76Supply point #2 - Residual 0D1 15.6Elevation Pressure 108.8D2 70.3System Demand 208.8D3 70.3System Demand + Add.Out.Hose Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 118.8Supply80 9.6 208.8 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 S301 5.6 0.1 22.4 23 0.12 2326.9224Overhead Sprinkler S302 5.6 0.1 22.4 23 0.122 23.727.3224Overhead Sprinkler S303 5.6 0.1 22.4 23 0.12 23.126.9224Overhead Sprinkler S304 5.6 0.1 22.4 23 0.124 24.627.8224Overhead Sprinkler Date 4/26/2017 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 S301 39.08 Overhead Sprinkler HEAD 5.6 Open 26.9 4.5 224 0.12 23 -15.6 23 22.4 S303 39.08 Overhead Sprinkler HEAD 5.6 Open 26.9 4.5 224 0.12 23.1 -15.6 23 22.4 S302 39.08 Overhead Sprinkler HEAD 5.6 Open 27.3 4.9 224 0.122 23.7 -15.6 23 22.4 S304 39.08 Overhead Sprinkler HEAD 5.6 Open 27.8 5.4 224 0.124 24.6 -15.6 23 22.4 265 39.08 Node NODE 23.8 -15.6 281 39.08 Node NODE 23.9 -15.6 273 39.08 Node NODE 24.5 -15.6 296 39.08 Node NODE 25.4 -15.6 157 30.33 Node NODE 31 -11.8 160 30.33 Node NODE 31.1 -11.8 153 30.33 Node NODE 31.2 -11.8 162 30.33 Node NODE 31.6 -11.8 165 30.33 Node NODE 31.9 -11.8 148 30.33 Node NODE 32.6 -11.8 138 30.33 Node NODE 41.3 -11.8 134 30.33 Node NODE 42.2 -11.8 128 -1 Node NODE 63.8 1.7 SRC 3 Supply SUPPLY -108.8 70.3 0 077 -5.67 Node NODE 71.7 3.8 556-O -5.67 Node NODE 71.8 3.8 556-I -5.67 Node NODE 74 3.8 557 -5.67 Node NODE 74 3.8 Date 4/26/2017 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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: S301 265 39.08 39.08 5.6 26.9 26.9 1 1.049 1x(us.90)=2 1.5 2 3.5 120 0.2238 23 0 0.8 265 160 39.08 30.33 0 26.9 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 14.96 15 29.96 150 0.117 23.8 3.8 3.5 160 162 30.33 30.33 10.2 37.1 1.5 1.598 1x(BM.90)=8 6.53 8 14.53 150 0.0346 31.1 0 0.5 162 165 30.33 30.33 0 37.1 2 2.003 2x(BM.Tee-Run)=2 1x(BM.90)=10 19.08 12 31.08 150 0.0115 31.6 0 0.4 165 134 30.33 30.33 0 37.1 1.25 1.394 13x(BM.Tee-Run)=13 1x(BM.Tee-Br)=6 133.15 19 152.15 150 0.0674 31.9 0 10.2 134 128 30.33 -1 71.7 108.8 2 2.003 1x(coupling)=1.3 3x(BM.90)=30 2x(BM.Tee-Run)=2 61.43 33.3 94.73 150 0.0847 42.2 13.6 8 128 077 -1 -5.67 0 108.8 2 2.157 2x(us.Tee-Br)=24.61 1x(us.90)=6.15 35.7 30.77 66.46 120 0.0892 63.8 2 5.9 077 556-O -5.67 -5.67 0 108.8 4 4.26 1x(coupling)=1.32 1.61 1.32 2.93 120 0.0032 71.7 0 0 556-O 556-I -5.67 -5.67 0 108.8 4 0 2.43 0 2.43 0 0.9098 71.8 0 2.2 DERINGER 20 *** 556-I 557 -5.67 -5.67 0 108.8 4 4.26 1x(us.90)=13.17 1.17 13.17 14.33 120 0.0032 74 0 0.0 557 SRC -5.67 3 0 108.8 6 6.08 5x(us.90)=106.98 42.7 106.98 149.68 150 0.0004 74 -3.8 0.1 SRC 70.3 Date 4/26/2017 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL APARTMENTS PIPE INFORMATION 2Path No: S303 281 39.08 39.08 5.6 26.9 26.9 1 1.049 1x(us.90)=2 1.5 2 3.5 120 0.2246 23.1 0 0.8 281 153 39.08 30.33 0 26.9 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 15.13 15 30.13 150 0.1174 23.9 3.8 3.5 153 148 30.33 30.33 17.1 44 1.5 1.598 3x(BM.Tee-Run)=3 26.77 3 29.77 150 0.0475 31.2 0 1.4 148 138 30.33 30.33 27.8 71.7 1.5 1.598 4x(BM.Tee-Run)=4 1x(BM.Tee-Br)=8 61.73 12 73.73 150 0.1176 32.6 0 8.7 138 134 30.33 30.33 0 71.7 2 2.003 4x(BM.Tee-Run)=4 19.08 4 23.08 150 0.0391 41.3 0 0.9 134 42.2 3Path No: S302 273 39.08 39.08 5.6 27.3 27.3 1 1.049 1x(us.90)=2 1.5 2 3.5 120 0.2304 23.7 0 0.8 273 157 39.08 30.33 0 27.3 1 1.101 2x(BM.Tee-Br)=10 12.29 10 22.29 150 0.1204 24.5 3.8 2.7 157 153 30.33 30.33 -10.2 17.1 1.5 1.598 2x(BM.Tee-Run)=2 20.55 2 22.55 150 0.0082 31 0 0.2 153 31.2 4Path No: S304 296 39.08 39.08 5.6 27.8 27.8 1 1.049 1x(us.90)=2 1.25 2 3.25 120 0.2381 24.6 0 0.8 296 148 39.08 30.33 0 27.8 1 1.101 2x(BM.Tee-Br)=10 1x(BM.90)=5 12.88 15 27.88 150 0.1244 25.4 3.8 3.5 148 32.6 5Path No: 157 160 30.33 30.33 0 10.2 1.5 1.598 2x(BM.Tee-Run)=2 17.58 2 19.58 150 0.0032 31 0 0.1 160 31.1 Date 4/26/2017 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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 11.48 ft/s occurs in the following pipe(s): (138-148) Date 4/26/2017 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Device GraphsJob : SUGAR MILL APARTMENTS Date 4/26/2017 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Project Name : SUGAR MILL APARTMENTS Drawing No. : 17-207 Project Location: 267 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) 4 1000 1043.5 Required 140.8 1 250 4 0 23.9100Demand (HW) Date 5/1/2017 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.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 STANDPIPE 1 1000 250 4 0 0 1043.5 140.8 Dry 304.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 03/28/2017 FDC PMP Project Name : SUGAR MILL APARTMENTS Contract No. : 17-207 Project Location: 267 W 4TH S City: REXBURG, IDAHO Date: 3/20/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD Phone Number: 208.468.9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: IDAHO STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: BROOK@PHOENIXFP.COM Job Information Contractor Information Notes Date 5/1/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 5/1/2017 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 : PMP Flow (gpm)Pressure (psi) 0 180 1500 150 2250 97.5 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis PMP 180 150 1500 164.7 1043.5 140.8 Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) Total Hose Flow (gpm) Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 1043.5 0 0 1043.5 Required Margin of Safety (psi) PMP - Pressure (psi) PMP - Flow (gpm) Demand w/o System Pump(s) 0 140.8 1043.5 N/A Sprinklers Other Date 5/1/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 4 Date 5/1/2017 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL APARTMENTS Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 180Supply point #1 - Static 1500S2 150Supply point #2 2250S3 97.5Supply point #3 0D1 10.7Elevation Pressure 1043.5D2 140.8System Demand Pressure (psi) Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 1132.9Supply162.2 23.9 1043.5 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required Calculated Head Type S401 25 1 250 100 1 100250250Overhead Sprinkler S402 25 1 250 100 1.013 102.6253.2250Overhead Sprinkler S403 25 1 250 100 1.082 117270.5250Overhead Sprinkler S404 25 1 250 100 1.079 116.5269.8250Overhead Sprinkler Date 5/1/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Job : SUGAR MILL 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 S401 34 Overhead Sprinkler HEAD 25 Open 250 0 250 1 100 -10.7 100 250 S402 34 Overhead Sprinkler HEAD 25 Open 253.2 3.2 250 1.013 102.6 -10.7 100 250 S404 34 Overhead Sprinkler HEAD 25 Open 269.8 19.8 250 1.079 116.5 -10.7 100 250 S403 34 Overhead Sprinkler HEAD 25 Open 270.5 20.5 250 1.082 117 -10.7 100 250 002 34 Node NODE 102.6 -10.7 030 34 Node NODE 118 -10.7 037 34 Node NODE 118.6 -10.7 022 9.33 Node NODE 130.2 0 900 9.33 Node NODE 132.6 0 PMP 9.33 Supply SUPPLY -1043.5 140.8 0 Date 5/1/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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: S401 002 34 34 25 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 0.33 16.47 16.81 120 0.1571 100 0 2.6 002 022 34 9.33 253.2 503.2 4 4.26 3x(us.Tee-Br)=79 3x(us.90)=39.5 186.22 118.5 304.73 120 0.0553 102.6 10.7 16.9 022 900 9.33 9.33 270.5 773.7 4 4.26 19.55 0 19.55 120 0.1227 130.2 0 2.4 900 PMP 9.33 9.33 269.8 1043.5 4 4.26 1x(us.90)=13.17 25.23 13.17 38.4 120 0.2136 132.6 0 8.2 PMP 140.8 2Path No: S402 002 34 34 25 253.2 253.2 2.5 2.635 0.34 0 0.34 120 0.1609 102.6 0 0.1 002 102.6 3Path No: S404 030 34 34 25 269.8 269.8 2.5 2.635 1x(us.90)=8.24 0.34 8.24 8.57 120 0.181 116.5 0 1.6 030 900 34 9.33 0 269.8 4 4.26 2x(us.Tee-Br)=52.67 1x(us.90)=13.17 155.39 65.84 221.22 120 0.0174 118 10.7 3.9 900 132.6 4Path No: S403 037 34 34 25 270.5 270.5 2.5 2.635 1x(us.90)=8.24 0.33 8.24 8.57 120 0.1818 117 0 1.6 037 022 34 9.33 0 270.5 4 4.26 1x(us.Tee-Br)=26.33 24.67 26.33 51 120 0.0175 118.6 10.7 0.9 022 130.2 Date 5/1/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Hydraulic CalculationsJob : SUGAR MILL 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. * Maximum Velocity of 23.49 ft/s occurs in the following pipe(s): (PMP-900) Date 5/1/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Device GraphsJob : SUGAR MILL APARTMENTS Date 5/1/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: S:\Dropbox (Phoenix Fire)\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-207 Sugar Mill Apartments - Rexburg\17-207FP3.dwg Project: Contractor: Address: Address: Telephone: 769 Structure attachment fitting or tension-only bracing system: Type of brace:1007.5 Angle of brace:Sway brace (pipe attachment) fitting: Least radius of gyration:* L/R value:*1007.5 Maximum horizontal load: Orientation of connecting surface: 5-1/2" BOLT IN TIMBER Fastener: Type: Diameter: TOP CORD Maximum load: Brace identification no. Diameter Type Wp Total Weight 1 in.Sch 40 0.00 ft 2.05 lb/ft 0.5 0.00 lb 1 1/4 in.Sch 40 0.00 ft 2.92 lb/ft 0.5 0.00 lb 1 1/2 in.Sch 40 0.00 ft 3.61 lb/ft 0.5 0.00 lb 2 in.Sch 10 0.00 ft 4.22 lb/ft 0.5 0.00 lb 2 1/2 in.Sch 10 0.00 ft 5.89 lb/ft 0.5 0.00 lb 3 in.Sch 10 0.00 0 7.94 lb/ft 0.5 0.00 lb 4 in.Sch 10 40.00 ft 11.79 lb/ft 0.5 235.80 lb 6 in.Sch 10 ft 23.03 lb/ft 0.5 0.00 lb 8 in.Sch 10 ft 40.08 lb/ft 0.5 0.00 lb Total weight 235.80 lb 271.17 lb *Excludes tension-only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form Adjusted load rating per 9.3.5.2.3: Adjusted load rating per 9.3.5.2.3: BRACING DISTANCE 40'= Schedule 40 3/8" Seismic Brace Assembly Detail 60-89 deg 0.42 300 BOLT 713 Fastener Information Model: "E" Listed load rating: 2015 Sheet __1__ of __2__ Seismic Brace Attachments Fp x 1.15 Total (ft) Laterial Seismic Bracing Calculations Phoenix Fire Protection 4130 Airport Road Nampa, Idaho 83687 (208) 461-9117 SUGAR MILL APARTMENTS 267 W 4TH ST 4" SCH 10 TABLE 9.3.5.5.2(A) Brace Information (208) 468-9115 Model: #077Make: Afcon NFPA 13 (p. 1 of 1) Weight per ft REXBURG, ID Length of brace: Diameter of brace: 10'6" 1 in. Make: Afcon Listed load rating: 2015 (Provide detail on plans) _45-59__ Degree from Vertical Length (ft) CONN. ANGLE F 380 SEE CALCULATIONS FOR DEGREE FROM VERTICAL 40 Sprinkler System Load Calculation [Fp= __.5____ Wp (default is 0.5)] (to be used on plans) Project: Contractor: Address: Address: Telephone: Fax: Structure attachment fitting or tension-only bracing system: Type of brace:1007.5 Angle of brace:Sway brace (pipe attachment) fitting: Least radius of gyration:* L/R value:*1007.5 Maximum horizontal load: Orientation of connecting surface: Fastener: Type: Diameter: TOP CORD WOOD Maximum load: Diameter Type Wp Total Weight 1 in.Sch 40 0.00 ft 2.05 lb/ft 0.5 0.00 lb 1 1/4 in.Sch 40 0.00 ft 2.93 lb/ft 0.5 0.00 lb 1 1/2 in.Sch 40 0.00 ft 3.61 lb/ft 0.5 0.00 lb 2 in.Sch 40 0.00 ft 5.11 lb/ft 0.5 0.00 lb 2 1/2 in.Sch 10 0.00 ft 5.89 lb/ft 0.5 0.00 lb 3 in.Sch 10 0.00 ft 7.94 lb/ft 0.5 0.00 lb 4 in.Sch 10 52.00 ft 11.79 lb/ft 0.5 306.54 lb 6 in.Sch 10 ft 23.03 lb/ft 0.5 0.00 lb 8 in.Sch 10 ft 40.08 lb/ft 0.5 0.00 lb Total weight 306.54 lb 352.52 lb *Excludes tension-only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form NFPA 13 (p. 1 of 1) 52' Fp x 1.15 Length (ft)Total (ft)Weight per ft (Provide detail on plans) BOLT 3/8" CONN. ANGLE F 380 SEE CALCULATIONS FOR DEGREE FROM VERTICAL Sprinkler System Load Calculation [Fp= ______ Wp (default is 0.5)] Fastener Information Seismic Brace Assembly Detail Schedule 40 Listed load rating: 2015 Adjusted load rating per 9.3.5.2.3: 30-44 DEG 0.42 Make: Afcon Model: #410 300 Listed load rating: 1000 Adjusted load rating per 9.3.5.10.3: 412 Brace Information Seismic Brace Attachments Length of brace:10'-0" Diameter of brace:1 in.Make: Afcon Model: #077 REXBURG, ID Nampa, Idaho 83687 4" SCH 10 (208) 468-9115 769 (208) 461-9117 Longitudinal Seismic Bracing Calculations Sheet __2__ of __2__ SUGAR MILL APARTMENTS Phoenix Fire Protection 267 W 4TH ST 4130 Airport Road