Loading...
HomeMy WebLinkAboutHYDRAULIC CALCS - BLDG 2 CALC AREA 9 STANDPIPE - 18-00176 - 220 S 2nd W - Arbor Cove - Bldg (C) #2 - 32 Units - New Dormitory Housing Project Name : ARBOR COVE Drawing No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 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) 9 750 753.5 Required 154.8 1 250 3 0 14.3100Demand (HW) Date 9/5/2018 Page 1 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 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) 9 STANDPIPE 1 750 250 3 0 0 753.5 154.8 Wet 238.1 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for FIRE DEPT CONNECTION FDC Project Name : ARBOR COVE Contract No. : 18-233 Project Location: SOUTH 2ND WEST City: REXBURG, IDAHO 83446 Date: 8/18/2018 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT ROAD Phone Number: 208 412 9364 Name of Designer: DON WELAND Authority Having Jurisdiction: STATE FIRE MARSHAL City: NAMPA, IDAHO 83687 E-mail: don@phoenixfp.com Job Information Contractor Information Notes Date 9/5/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Diagram for Design Area : 9 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 9/5/2018 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE 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 : FDC 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 FDC 180 97.5 2250 169.1 753.5 154.8 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) 753.5 0 0 753.5 Required Margin of Safety (psi) FDC - Pressure (psi) FDC - Flow (gpm) Demand w/o System Pump(s) 0 154.8 753.5 N/A Sprinklers Other Date 9/5/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 9 Date 9/5/2018 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE Hydraulic Analysis for : 9 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 180Supply point #1 - Static 2250S2 97.5Supply point #2 - Residual 0D1 17.3Elevation Pressure 753.5D2 154.8System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 791.9Supply168 14.3 753.5 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 S901 25 1 250 100 1 100250250Overhead Sprinkler S902 25 1 250 100 1 100250250Overhead Sprinkler S903 25 1 250 100 1.014 102.9253.5250Overhead Sprinkler Date 9/5/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Job : ARBOR COVE 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 43 Overhead Sprinkler HEAD 25 Open 250 0 250 1 100 -17.3 100 250 S902 43 Overhead Sprinkler HEAD 25 Open 250 0 250 1 100 -17.3 100 250 S903 43 Overhead Sprinkler HEAD 25 Open 253.5 3.5 250 1.014 102.9 -17.3 100 250 230 43 Node NODE 102.7 -17.3 004 25.5 Node NODE 116 -9.7 212 8.5 Node NODE 135.9 -2.4 214 8.5 Node NODE 136.3 -2.4 FDC 3 Supply SUPPLY -753.5 154.8 0 Date 9/5/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Hydraulic CalculationsJob : ARBOR COVE 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: S902 230 43 43 25 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 0.5 16.47 16.97 120 0.1571 100 0 2.7 230 214 43 8.5 250 500 4 4.26 1x(us.Tee-Br)=26.33 3x(us.90)=39.5 276.2 65.84 342.04 120 0.0547 102.7 14.9 18.7 214 FDC 8.5 3 253.5 753.5 4 4.26 6x(us.90)=79 1x(us.Tee-Br)=26.33 32.75 105.34 138.09 120 0.1169 136.3 2.4 16.1 FDC 154.8 2Path No: S901 230 43 43 25 250 250 2.5 2.635 1x(us.Tee-Br)=16.47 0.5 16.47 16.97 120 0.1571 100 0 2.7 230 102.7 3Path No: S903 004 43 25.5 25 253.5 253.5 2.5 2.635 1x(us.Tee-Br)=16.47 17.75 16.47 34.22 120 0.1613 102.9 7.6 5.5 004 212 25.5 8.5 0 253.5 2 2.003 1x(us.Tee-Br)=12.96 1x(BM.Tee-Run)=1 17 13.96 30.96 150 0.4056 116 7.4 12.6 212 214 8.5 8.5 0 253.5 4 4.26 1x(us.Tee-Br)=26.33 1.67 26.33 28.01 120 0.0155 135.9 0 0.4 214 136.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 25.82 ft/s occurs in the following pipe(s): (212-004) Date 9/5/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg Device GraphsJob : ARBOR COVE Date 9/5/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-233 Arbor Cove Redevelopment - Rexburg\18-233 BLDG 2 FP.dwg