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HomeMy WebLinkAboutHydraulic Calcs_1.pdfCASCADE RESIDENCE 1240 & 1242 WESTHAVEN CIRCLE LOT 31, GLEN LYON SUBDIVISION VAIL, COLORADO HYDRAULIC CALCULATIONS & PRODUCT SUBMITTALS THIS SET OF FIRE SPRINKLER SHOP SPECIFICATIONS AND HYDRAULIC CALCULATIONS HAVE BEEN REVIEWED AND FOUND TO BE ACCEPTABLE – N.I.C.E.T. IV #102055 SR. ENGINEERING TECHNICIAN – FIRE PROTECTION, NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNICIANS _________________________________________________ ________/________/__________ TIMOTHY N TROSTEL, JR – SET DATE PHOENIX AUTOMATIC SPRINKLER 7684 S. BRENTWOOD ST. LITTLETON, CO 80128 720.922.9231 PHONE Project Name : CASCADE RESIDENCE Drawing No. : Project Location: 1240 & 1242 WESTHAVEN CIR City: VAIL, CO CALCULATION SUMMARYDesign AreasDesign AreaNameMin.DensityArea ofApplicationOccupancyCalculatedHeadsMin.PressureHoseStreamsTotal WaterPressure @SourceMargin ToSource(gpm/ft²)(ft²)#(psi)(gpm)(gpm)(psi)(psi)Min.Flow(gpm)Calc. Mode(Model) 1DWELLING104055.853.90.05134010.87Demand (HW) 2DWELLING104053.153.90.0513407.27Demand (HW) 3DWELLING104056.453.90.0513406.77Demand (HW)Date 4/13/2016Page 1Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.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 BASEMENT DWELLING 0.05 1040 260 4 0 0 55.8 43.1 Wet 22.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for MAR 2016 NEAR SITE W1 Project Name : CASCADE RESIDENCE Contract No. : Project Location: 1240 & 1242 WESTHAVEN CIR City: VAIL, CO Date: 12/30/1899 Name of Contractor: PHOENIX Address: 7684 SOUTH BRENTWOOD STREET Phone Number: 303-523-2098 Name of Designer: DLT Authority Having Jurisdiction: SC FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 4/13/2016 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEDiagram for Design Area : 1 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/13/2016Page 3Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 1 Water Supply Parameters Calculation Info Calculation Mode Hydraulic ModelFluid Name Fluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-WilliamsWater @ 60F (15.6C) N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 54 755.3 45 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) 55.8 0 0 55.8 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 43.1 55.8 N/A Sprinklers Other Date 4/13/2016 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEHydraulic Analysis for : 1SupplySystem DemandFlow, gpmPressure, psi6050403020100S1S243.99D1D20 300 400 500 600 700 800Date 4/13/2016Page 5Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 54Supply point #1 - Static 755.3S2 45Supply point #2 - Residual 0D1 3.2Elevation Pressure 55.8D2 43.1System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 63.5Supply53.9 10.8 55.8 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 101 4.9 0.05 13 7 0.057 9.314.9260Overhead Sprinkler 102 4.9 0.05 13 7 0.05 713260OverheadSprinkler 103 4.9 0.05 13 7 0.051 7.313.2260OverheadSprinkler 104 4.9 0.05 13 7 0.056 8.914.7260Overhead Sprinkler Date 4/13/2016 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Elev ft TypeHgroup K-Fact.Open/Closed gpm/psi½ DischargeOverdischarge gpm gpm CoverageDensity ft² gpm/ft² Tot. Pres.Elev. Pres. psi psi Req. Pres.Req. Discharge psi gpm 00349 NodeNODE 7-3.9 00449 NodeNODE 9.1-3.9 00849 NodeNODE 26.7-3.9 010-I46.18 NodeNODE 28.5-2.6 010-O47.26 NodeNODE 27.8-3.1 013-I40.5 NodeNODE 37.50 013-O40.5 NodeNODE 31.50 014-I40.5 NodeNODE 38.80 014-O40.5 NodeNODE 37.50 01539.5 NodeNODE 39.50.5 10147.5 Overhead SprinklerHEAD 4.9Open 14.91.9 2600.057 9.3-3.2 713 10247.5 Overhead SprinklerHEAD 4.9Open 130 2600.05 7-3.2 713 10347.5 Overhead SprinklerHEAD 4.9Open 13.20.2 2600.051 7.3-3.2 713 10447.5 Overhead SprinklerHEAD 4.9Open 14.71.7 2600.056 8.9-3.2 713 W140.5 SupplySUPPLY -55.8 43.10 Date 4/13/2016 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE 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: 102 003 47.5 49 4.9 13 13 1 1.055 2x(us.90)=6.21 9.79 6.21 16 150 0.0376 7 -0.6 0.6 003 004 49 49 13.2 26.2 1 1.055 1x(us.Tee-Br)=7.76 7.46 7.76 15.22 150 0.1378 7 0 2.1 004 008 49 49 29.6 55.8 1 1.055 1x(us.Tee-Br)=7.76 23.92 7.76 31.69 150 0.5576 9.1 0 17.7 008 010-O 49 47.26 0 55.8 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 2.81 7.89 10.7 150 0.0242 26.7 0.8 0.3 010-O 010-I 47.26 46.18 0 55.8 2 0 1.08 0 1.08 0 0.238 27.8 0.5 0.3 Riser Manifold 010-I 013-O 46.18 40.5 0 55.8 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.94 7.89 14.82 150 0.0242 28.5 2.5 0.4 013-O 013-I 40.5 40.5 0 55.8 2 0 0.5 0 0.5 0 11.9582 31.5 0 6 Febco 850 SMALL 013-I 014-O 40.5 40.5 0 55.8 2 2.009 1x(coupling)=1.31 0.83 1.31 2.14 150 0.0242 37.5 0 0.1 014-O 014-I 40.5 40.5 0 55.8 2 0 0.5 0 0.5 0 2.6472 37.5 0 1.3 WILKINS PRV 014-I 015 40.5 39.5 0 55.8 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 1.74 7.89 9.63 150 0.0242 38.8 0.4 0.2 015 W1 39.5 40.5 0 55.8 2 1.959 4x(us.90)=23.25 1x(us.Tee-Br)=11.63 112.78 34.88 147.66 150 0.0274 39.5 -0.4 4 W1 43.1 2Path No: 103 003 47.5 49 4.9 13.2 13.2 1 1.055 1x(us.Tee-Br)=7.76 1.5 7.76 9.26 150 0.0388 7.3 -0.6 0.4 003 7 3Path No: 104 004 47.5 49 4.9 14.7 14.7 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 6.04 10.87 16.91 150 0.0469 8.9 -0.6 0.8 004 9.1 Date 4/13/2016 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE PIPE INFORMATION 4Path No: 101 004 47.5 49 4.9 14.9 14.9 1 1.055 1x(us.90)=3.11 6.87 3.11 9.98 150 0.0484 9.3 -0.6 0.5 004 9.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 20.47 ft/s occurs in the following pipe(s): (008-004) Date 4/13/2016 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700755.3Pressure, psi60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 1; BFP Ref.: 333 (Febco 850 SMALL, Size = 2) Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 55.8 gpm Date 4/13/2016 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure Loss Function Design Area: 1; Valve Ref.: 331 (Riser Manifold, Size = 2) Flow, gpm05075100150 200300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.3 psi @ 55.8 gpm Pressure Loss Function Design Area: 1; Valve Ref.: 332 (WILKINS PRV, Size = 2) Flow, gpm0255375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 1.3 psi @ 55.8 gpm Date 4/13/2016 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.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 MAIN LVL DWELLING 0.05 1040 260 4 0 0 53.1 46.8 Wet 24 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for MAR 2016 NEAR SITE W1 Project Name : CASCADE RESIDENCE Contract No. : Project Location: 1240 & 1242 WESTHAVEN CIR City: VAIL, CO Date: 12/30/1899 Name of Contractor: PHOENIX Address: 7684 SOUTH BRENTWOOD STREET Phone Number: 303-523-2098 Name of Designer: DLT Authority Having Jurisdiction: SC FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 4/13/2016 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEDiagram for Design Area : 2 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/13/2016Page 13Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 2 Water Supply Parameters Calculation Info Calculation Mode Hydraulic ModelFluid Name Fluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-WilliamsWater @ 60F (15.6C) N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 54 755.3 45 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) 53.1 0 0 53.1 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 46.8 53.1 N/A Sprinklers Other Date 4/13/2016 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEHydraulic Analysis for : 2SupplySystem DemandFlow, gpmPressure, psi6050403020100S1S243.99D1D20 300 400 500 600 700 800Date 4/13/2016Page 15Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 54Supply point #1 - Static 755.3S2 45Supply point #2 - Residual 0D1 8Elevation Pressure 53.1D2 46.8System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 58.2Supply53.9 7.2 53.1 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 201 4.9 0.05 13 7 0.05 713260Overhead Sprinkler 202 4.9 0.05 13 7 0.05 7.213.1260OverheadSprinkler 203 4.9 0.05 13 7 0.053 7.813.7260OverheadSprinkler 204 4.9 0.05 13 7 0.051 7.313.3260Overhead Sprinkler Date 4/13/2016 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Elev ft TypeHgroup K-Fact.Open/Closed gpm/psi½ DischargeOverdischarge gpm gpm CoverageDensity ft² gpm/ft² Tot. Pres.Elev. Pres. psi psi Req. Pres.Req. Discharge psi gpm 00849 NodeNODE 31.2-3.9 010-I46.18 NodeNODE 32.9-2.6 010-O47.26 NodeNODE 32.2-3.1 013-I40.5 NodeNODE 41.80 013-O40.5 NodeNODE 35.90 014-I40.5 NodeNODE 42.90 014-O40.5 NodeNODE 41.90 01539.5 NodeNODE 43.50.5 16559.5 NodeNODE 21-8.7 20158 Overhead SprinklerHEAD 4.9Open 130 2600.05 7-8 713 20258 Overhead SprinklerHEAD 4.9Open 13.10.1 2600.05 7.2-8 713 20358 Overhead SprinklerHEAD 4.9Open 13.70.7 2600.053 7.8-8 713 20458 Overhead SprinklerHEAD 4.9Open 13.30.3 2600.051 7.3-8 713 20759.5 NodeNODE 23.8-8.7 21059.5 NodeNODE 8.8-8.7 21259.5 NodeNODE 6.8-8.7 21459.5 NodeNODE 7.5-8.7 W140.5 SupplySUPPLY -53.1 46.80 Date 4/13/2016 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE 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: 201 212 58 59.5 4.9 13 13 1 1.055 1x(us.90)=3.11 9.5 3.11 12.61 150 0.0376 7 -0.6 0.5 212 210 59.5 59.5 13.1 26.1 1 1.055 1x(us.90)=3.11 11.29 3.11 14.4 150 0.1367 6.8 0 2 210 165 59.5 59.5 27 53.1 1 1.055 1x(us.Tee-Br)=7.76 16.23 7.76 23.99 150 0.5084 8.8 0 12.2 165 207 59.5 59.5 0 53.1 1.25 1.291 1x(us.Tee-Br)=6.55 8.13 6.55 14.67 150 0.1902 21 0 2.8 207 008 59.5 49 0 53.1 1.5 1.527 2x(us.Tee-Br)=18.67 12.21 18.67 30.88 150 0.084 23.8 4.5 2.6 008 010-O 49 47.26 0 53.1 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 2.81 7.89 10.7 150 0.0221 31.2 0.8 0.2 010-O 010-I 47.26 46.18 0 53.1 2 0 1.08 0 1.08 0 0.2175 32.2 0.5 0.2 Riser Manifold 010-I 013-O 46.18 40.5 0 53.1 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.94 7.89 14.82 150 0.0221 32.9 2.5 0.3 013-O 013-I 40.5 40.5 0 53.1 2 0 0.5 0 0.5 0 11.9136 35.9 0 6 Febco 850 SMALL 013-I 014-O 40.5 40.5 0 53.1 2 2.009 1x(coupling)=1.31 0.83 1.31 2.14 150 0.0221 41.8 0 0.0 014-O 014-I 40.5 40.5 0 53.1 2 0 0.5 0 0.5 0 2.0185 41.9 0 1 WILKINS PRV 014-I 015 40.5 39.5 0 53.1 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 1.74 7.89 9.63 150 0.0221 42.9 0.4 0.2 015 W1 39.5 40.5 0 53.1 2 1.959 4x(us.90)=23.25 1x(us.Tee-Br)=11.63 112.78 34.88 147.66 150 0.025 43.5 -0.4 3.7 W1 46.8 2Path No: 202 212 58 59.5 4.9 13.1 13.1 1 1.055 1x(us.Tee-Br)=7.76 1.5 7.76 9.26 150 0.0382 7.2 -0.6 0.4 212 6.8 Date 4/13/2016 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE PIPE INFORMATION 3Path No: 204 214 58 59.5 4.9 13.3 13.3 1 1.055 2x(us.90)=6.21 15.29 6.21 21.5 150 0.0391 7.3 -0.6 0.8 214 210 59.5 59.5 13.7 27 1 1.055 1x(us.Tee-Br)=7.76 1.19 7.76 8.95 150 0.1451 7.5 0 1.3 210 8.8 4Path No: 203 214 58 59.5 4.9 13.7 13.7 1 1.055 1x(us.Tee-Br)=7.76 1.5 7.76 9.26 150 0.0413 7.8 -0.6 0.4 214 7.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.48 ft/s occurs in the following pipe(s): (165-210) Date 4/13/2016 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700755.3Pressure, psi60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 2; BFP Ref.: 333 (Febco 850 SMALL, Size = 2) Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 53.1 gpm Date 4/13/2016 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure Loss Function Design Area: 2; Valve Ref.: 331 (Riser Manifold, Size = 2) Flow, gpm05075100150 200300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.2 psi @ 53.1 gpm Pressure Loss Function Design Area: 2; Valve Ref.: 332 (WILKINS PRV, Size = 2) Flow, gpm0255375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 1 psi @ 53.1 gpm Date 4/13/2016 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.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 UPPER LEVEL LIV RM DWELLING 0.05 1040 260 4 0 0 56.4 47.2 Wet 29.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for MAR 2016 NEAR SITE W1 Project Name : CASCADE RESIDENCE Contract No. : Project Location: 1240 & 1242 WESTHAVEN CIR City: VAIL, CO Date: 12/30/1899 Name of Contractor: PHOENIX Address: 7684 SOUTH BRENTWOOD STREET Phone Number: 303-523-2098 Name of Designer: DLT Authority Having Jurisdiction: SC FIRE City: LITTLETON, CO 80128 E-mail: Job Information Contractor Information Notes Date 4/13/2016 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEDiagram for Design Area : 3 (Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 4/13/2016Page 23Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 3 Water Supply Parameters Calculation Info Calculation Mode Hydraulic ModelFluid Name Fluid Weight, (lb/ft³)Fluid Dynamic Viscosity, (lb·s/ft²) Demand Hazen-WilliamsWater @ 60F (15.6C) N/A for Hazen-Williams calculation.N/A for Hazen-Williams calculation. Supply 1 : W1 Flow (gpm)Pressure (psi) 0 54 755.3 45 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) 56.4 0 0 56.4 Required Margin of Safety (psi) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 0 47.2 56.4 N/A Sprinklers Other Date 4/13/2016 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCEHydraulic Analysis for : 3SupplySystem DemandFlow, gpmPressure, psi6050403020100S1S243.99D1D20 300 400 500 600 700 800Date 4/13/2016Page 25Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 54Supply point #1 - Static 755.3S2 45Supply point #2 - Residual 0D1 13Elevation Pressure 56.4D2 47.2System Demand Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 62.1Supply53.9 6.7 56.4 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type 301 4.9 0.05 13 7 0.05 713260Overhead Sprinkler 302 4.9 0.05 13 7 0.052 7.513.4260OverheadSprinkler 303 4.9 0.05 13 7 0.058 9.415260OverheadSprinkler 304 4.9 0.05 13 7 0.058 9.315260Overhead Sprinkler Date 4/13/2016 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Job : CASCADE RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Elev ft TypeHgroup K-Fact.Open/Closed gpm/psi½ DischargeOverdischarge gpm gpm CoverageDensity ft² gpm/ft² Tot. Pres.Elev. Pres. psi psi Req. Pres.Req. Discharge psi gpm 30169 Overhead SprinklerHEAD 4.9Open 130 2600.05 7-13 713 30269 Overhead SprinklerHEAD 4.9Open 13.40.4 2600.052 7.5-13 713 30469 Overhead SprinklerHEAD 4.9Open 152 2600.058 9.3-13 713 30369 Overhead SprinklerHEAD 4.9Open 152 2600.058 9.4-13 713 18673 NodeNODE 6.1-14.9 18473 NodeNODE 8.5-14.9 18373 NodeNODE 9.5-14.9 00849 NodeNODE 30.7-3.9 010-O47.26 NodeNODE 31.7-3.1 010-I46.18 NodeNODE 32.5-2.6 013-O40.5 NodeNODE 35.50 013-I40.5 NodeNODE 41.40 014-O40.5 NodeNODE 41.50 014-I40.5 NodeNODE 42.90 01539.5 NodeNODE 43.60.5 W140.5 SupplySUPPLY -56.4 47.20 Date 4/13/2016 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE 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: 301 186 69 73 4.9 13 13 1 1.055 3x(us.90)=9.32 15.61 9.32 24.93 150 0.0376 7 -1.7 0.9 186 184 73 73 13.4 26.4 1 1.055 1x(us.Tee-Br)=7.76 8.73 7.76 16.5 150 0.1397 6.1 0 2.3 184 183 73 73 15 41.4 1.25 1.291 9 0 9 150 0.1203 8.5 0 1.1 183 008 73 49 15 56.4 1.5 1.527 4x(us.Tee-Br)=37.34 1x(us.90)=4.67 66.1 42.01 108.11 150 0.094 9.5 10.4 10.2 008 010-O 49 47.26 0 56.4 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 2.81 7.89 10.7 150 0.0247 30.7 0.8 0.3 010-O 010-I 47.26 46.18 0 56.4 2 0 1.08 0 1.08 0 0.243 31.7 0.5 0.3 Riser Manifold 010-I 013-O 46.18 40.5 0 56.4 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 6.94 7.89 14.82 150 0.0247 32.5 2.5 0.4 013-O 013-I 40.5 40.5 0 56.4 2 0 0.5 0 0.5 0 11.9666 35.5 0 6 Febco 850 SMALL 013-I 014-O 40.5 40.5 0 56.4 2 2.009 1x(coupling)=1.31 0.83 1.31 2.14 150 0.0247 41.4 0 0.1 014-O 014-I 40.5 40.5 0 56.4 2 0 0.5 0 0.5 0 2.7393 41.5 0 1.4 WILKINS PRV 014-I 015 40.5 39.5 0 56.4 2 2.009 1x(coupling)=1.31 1x(us.90)=6.57 1.74 7.89 9.63 150 0.0247 42.9 0.4 0.2 015 W1 39.5 40.5 0 56.4 2 1.959 4x(us.90)=23.25 1x(us.Tee-Br)=11.63 112.78 34.88 147.66 150 0.028 43.6 -0.4 4.1 W1 47.2 2Path No: 302 186 69 73 4.9 13.4 13.4 1 1.055 1x(us.Tee-Br)=7.76 4 7.76 11.76 150 0.0399 7.5 -1.7 0.5 186 6.1 3Path No: 304 183 69 73 4.9 15 15 1 1.055 1x(us.Tee-Br)=7.76 3x(us.90)=9.32 24.35 17.08 41.43 150 0.0488 9.3 -1.7 2 183 9.5 Date 4/13/2016 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Hydraulic CalculationsJob : CASCADE RESIDENCE 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 4Path No: 303 184 69 73 4.9 15 15 1 1.055 1x(us.Tee-Br)=7.76 1x(us.90)=3.11 7.27 10.87 18.13 150 0.0491 9.4 -1.7 0.9 184 8.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.16 ft/s occurs in the following pipe(s): (183-184) Date 4/13/2016 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Flow, gpm0100200300400500 600700755.3Pressure, psi60 55 50 45 40 35 30 25 20 15 10 5 0 Pressure Loss Function Design Area: 3; BFP Ref.: 333 (Febco 850 SMALL, Size = 2) Flow, gpm01530 6090120150180Pressure, psi8.9 7.9 6.9 5.9 4.9 3.9 2.9 1.9 0.9 6 psi @ 56.4 gpm Date 4/13/2016 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg Device GraphsJob : CASCADE RESIDENCE Pressure Loss Function Design Area: 3; Valve Ref.: 331 (Riser Manifold, Size = 2) Flow, gpm05075100150 200300400500Pressure, psi15.492 14.492 13.492 12.492 11.492 10.492 9.492 8.492 7.492 6.492 5.492 4.492 3.492 2.492 1.492 0.492 0.3 psi @ 56.4 gpm Pressure Loss Function Design Area: 3; Valve Ref.: 332 (WILKINS PRV, Size = 2) Flow, gpm0255375100 200500Pressure, psi89 79 69 59 49 39 29 19 9 1.4 psi @ 56.4 gpm Date 4/13/2016 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: C:\dwg\Phoenix - Westhaven\WH.dwg