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HomeMy WebLinkAboutCALC SUMMARY 1 - 17-00184 & 17-00185 - 359 W 4th S - The Landing Project Name : 17-218 THE LANDING APTS. Drawing No. : 17-218 Project Location: 359 WEST 4TH SOUTH City: REXBURG, IDAHO 83440 CALCULATION SUMMARY Design Areas Design Area Name Min. Density Area of Application Occupancy Calculated Heads Min. Pressure Hose Streams Total Water Pressure @ Source Margin To Source (gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi) Min. Flow (gpm) Calc. Mode (Model) 9 750 785.5 Required 158.7 1 250 3 0 9.5100Demand (HW) Date 8/17/2017 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.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) 9 STANDPIPE 1 750 250 3 0 0 785.5 158.7 Wet 237.8 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for FDC SRC Project Name : 17-218 THE LANDING APTS. Contract No. : 17-218 Project Location: 359 WEST 4TH SOUTH City: REXBURG, IDAHO 83440 Date: 8/17/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT ROAD Phone Number: 208 468 9115 Name of Designer: BROOK STEWART Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPOA, IDAHO 83687 E-mail: brook@phoenixfp.com Job Information Contractor Information Notes Date 8/17/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Job : 17-218 THE LANDING APTS. Diagram for Design Area : 9 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 8/17/2017 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Job : 17-218 THE LANDING APTS. Hydraulic Analysis for : 9 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) 0 180 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 SRC 180 97.5 2250 168.2 785.5 158.7 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) 785.5 0 0 785.5 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 158.7 785.5 N/A Sprinklers Other Date 8/17/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Job : 17-218 THE LANDING APTS. Hydraulic Analysis for : 9 Date 8/17/2017 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Job : 17-218 THE LANDING APTS. Hydraulic Analysis for : 9 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 180Supply point #1 - Static 2250S2 97.5Supply point #2 - Residual 0D1 13.2Elevation Pressure 785.5D2 158.7System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 810.8Supply167.5 9.5 785.5 Open Heads Head Ref. DensityDensity K-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S901 25 1 250 100 1 100250250Overhead Sprinkler S902 25 1 250 100 1.02 103.9254.9250Overhead Sprinkler S903 25 1 250 100 1.123 126280.7250Overhead Sprinkler Date 8/17/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Job : 17-218 THE LANDING APTS. 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 S901 33.5 Overhead Sprinkler HEAD 25 Open 250 0 250 1 100 -13.2 100 250 S902 24.5 Overhead Sprinkler HEAD 25 Open 254.9 4.9 250 1.02 103.9 -9.3 100 250 S903 33.5 Overhead Sprinkler HEAD 25 Open 280.7 30.7 250 1.123 126 -13.2 100 250 02 33.5 Node NODE 102.7 -13.2 01 24.5 Node NODE 106.7 -9.3 09 9 Node NODE 131.9 -2.6 26 9 Node NODE 147.9 -2.6 22 9 Node NODE 148.3 -2.6 SRC 3 Supply SUPPLY -785.5 158.7 0 Date 8/17/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Hydraulic CalculationsJob : 17-218 THE LANDING APTS. 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: S901 02 33.5 33.5 25 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 0.5 16.47 16.97 120 0.1571 100 0 2.7 02 01 33.5 24.5 0 250 4 4.26 9 0 9 120 0.0151 102.7 3.9 0.1 01 09 24.5 9 254.9 504.9 2.5 2.635 1x(us.Tee-Br)=16.47 15.5 16.47 31.97 120 0.5776 106.7 6.7 18.5 09 22 9 9 0 504.9 4 4.26 1x(us.Tee-Br)=26.33 1x(us.90)=13.17 254.94 39.5 294.44 120 0.0557 131.9 0 16.4 22 SRC 9 3 280.7 785.5 4 4.26 3x(us.90)=39.5 22.77 39.5 62.27 120 0.1262 148.3 2.6 7.9 SRC 158.7 2Path No: S902 01 24.5 24.5 25 254.9 254.9 2.5 2.635 1x(us.Tee-Br)=16.47 0.5 16.47 16.97 120 0.1629 103.9 0 2.8 01 106.7 3Path No: S903 26 33.5 9 25 280.7 280.7 2.5 2.635 2x(us.Tee-Br)=32.95 25 32.95 57.95 120 0.1947 126 10.6 11.3 26 22 9 9 0 280.7 4 4.26 18.65 0 18.65 120 0.0188 147.9 0 0.3 22 148.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 29.7 ft/s occurs in the following pipe(s): (09-01) Date 8/17/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg Device GraphsJob : 17-218 THE LANDING APTS. Date 8/17/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Desktop\DRAWINGS\17-218 The Landing APts - Rexburg\17-218 STANDPIPE.dwg