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Home My WebLink AboutF14-0028 calcs.pdfDesign 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 Main Floor R3 0.101 792 198 4 0 100 180.6 83.4 Wet 112.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for JUNE 17, 2014 JUNIPER LANE SRC 4 Head Calc Project Name : Cummings Residence Contract No. : 14-679 Project Location: 4936 Juniper Lane City: Vail, Colorado Date: 7/24/2014 Name of Contractor: Meridian Fire Intermountain Address: 331 Metcalf Road Bldg B Unit 9 Phone Number: 970-827-9120 Name of Designer: VFE / BAE Authority Having Jurisdiction: VF&ES City: Avon, Colorado 81620 E-mail: info@vailelectronics.com Job Information Contractor Information Notes Date 7/24/2014 Page 1Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceDiagram for Design Area : 1(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 7/24/2014Page 2Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings 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 : SRC Flow (gpm)Pressure (psi) 0 89.1 1258 41.3 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) 80.6 0 0 80.6 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 83.4 80.6 N/A Sprinklers Other Date 7/24/2014 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceHydraulic Analysis for : 1SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi1009080706050403020100S1S230.866D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400Date 7/24/2014Page 4Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 89.1Supply point #1 - Static 1258S2 41.3Supply point #2 - Residual 0D1 20.2Elevation Pressure 80.6D2 83.4System Demand 180.6D3 83.4System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 84.2Supply88.8 4.3 180.6 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S101 4.9 0.1 19.8 16.7 0.101 16.720198Overhead Sprinkler S102 4.9 0.1 19.8 16.7 0.101 16.720198OverheadSprinkler S103 4.9 0.1 19.8 16.7 0.102 1720.2198OverheadSprinkler S104 4.9 0.1 19.8 16.7 0.103 17.320.4198Overhead Sprinkler Date 7/24/2014 Page 5Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft S101Overhead Sprinkler HEAD 4.90 34.58198 37.05143.06 S102Overhead Sprinkler HEAD 4.90 34.58198 29.2150.91 S103Overhead Sprinkler HEAD 4.90 34.58198 21.02145.31 S104Overhead Sprinkler HEAD 4.90 34.58198 28.93137.51 001Node NODERP.TEE 0 35.28 28.65137.22 003Node NODERP.TEE 0 32.25 21.63136.68 005Node NODERP.90 0 19.83 21.14137.16 009Node NODERP.TEE 0 19.83 29.98148.25 011Node NODERP.TEE 0 19.83 22.13156.09 012Node NODERP.TEE 0 19.83 21.84156.38 024Node NODERP.TEE 0 19.83 0.53171.05 025Node NODERP.TEE 0 19.83 -0.45171.05 026Node NODERP.TEE 0 19.83 -0.45166.57 029Node NODERP.TEE 0 31 -1.92164.03 034Node NODERP.TEE 0 31 -18162.81 035Node NODERP.TEE 0 31 -20.27160.55 039Node NODERP.TEE 0 19.83 -33.66154.55 041Node NODERP.TEE 0 9.5 -34.41155.29 042Node NODERP.TEE 0 9.5 -35.23154.47 051Node NODEus.90 0 -6 -62.95156.04 056-INode NODEcoupling 0 -6 -55.094.66 056-ONode NODEcoupling 0 -6 -55.095.16 093Node NODERP.TEE 0 19.83 -44.41163.66 120Node NODERP.TEE 0 19.83 -19.23171.85 162Node NODERP.90 0 19.83 25.01165.52 Date 7/24/2014 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 177Node NODERP.TEE 0 9.5 -2.79155.75 179Node NODERP.TEE 0 9.5 3.16157.56 219Node NODERP.TEE 0 19.83 -5149.39 261Node NODERP.TEE 0 31 7.08155.02 311Node NODERP.90 0 19.83 36.96150.62 315Node NODERP.TEE 0 35 33.58146.53 316Node NODERP.TEE 0 35 29.2150.91 318Node NODERP.TEE 0 35 37.05143.06 336Node NODERP.TEE 0 35 21.02145.31 BFP-INode NODEcoupling 0 -6 -63.87155.12 BFP-ONode NODEcoupling 0 -6 -63.52155.47 PRV-INode NODEcoupling 0 -6 -64.58154.41 RM-INode NODEcoupling 0 -2.39 -62.95156.04 RM-ONode NODEcoupling 0 -1.3 -62.95156.04 SRCSupply SUPPLY 0 -6 -56.093.26 Date 7/24/2014 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: S102 316 34.58 35 4.9 20 20 1 0.91 1x(RP.TEE-Br)=6.3 0.42 6.3 6.72 150 0.1718 16.7 -0.2 1.2 316 315 35 35 0 20 1.5 1.43 1x(RP.TEE-Br)=9.9 6.19 9.9 16.09 150 0.019 17.6 0 0.3 315 311 35 19.83 20 40.1 1.5 1.43 3x(RP.90)=12.3 1x(RP.TEE-Br)=9.9 18.74 22.2 40.94 150 0.0687 18 6.6 2.8 311 009 19.83 19.83 0 40.1 2 1.8 2x(RP.TEE-Run)=3.4 2x(RP.TEE-Br)=28.8 9.87 32.2 42.07 150 0.0224 28.3 0 0.9 009 011 19.83 19.83 40.5 80.6 2 1.8 2x(RP.TEE-Run)=3.4 11.09 3.4 14.49 150 0.0817 29.3 0 1.2 011 012 19.83 19.83 -18 62.6 2 1.8 1x(RP.TEE-Run)=1.7 0.41 1.7 2.11 150 0.0512 30.4 0 0.1 012 024 19.83 19.83 -25.3 37.4 2 1.8 9x(RP.TEE-Run)=15.3 1x(RP.45)=2.8 2x(RP.90)=10.4 29.71 28.5 58.21 150 0.0197 30.6 0 1.1 024 025 19.83 19.83 -8.8 28.5 2 1.8 1x(RP.TEE-Br)=14.4 0.97 14.4 15.37 150 0.0119 31.7 0 0.2 025 120 19.83 19.83 -9.2 19.3 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.90)=5.2 19.26 10.3 29.56 150 0.0058 31.9 0 0.2 120 093 19.83 19.83 -4.8 14.5 2 1.8 5x(RP.TEE-Run)=8.5 2x(RP.TEE-Br)=28.8 5x(RP.45)=14 32.32 51.3 83.62 150 0.0034 32.1 0 0.3 093 042 19.83 9.5 9.4 23.8 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 23.32 19.6 42.92 150 0.0085 32.3 4.5 0.4 042 RM-O 9.5 -1.3 56.8 80.6 2 1.8 1x(coupling)=0.77 4x(RP.90)=20.8 3x(RP.TEE-Run)=5.1 50.01 26.67 76.68 150 0.0817 37.9 4.7 6.3 RM-O RM-I -1.3 -2.39 0 80.6 2 0 1.08 0 1.08 0 0.1488 49.5 0.5 0.2 Riser Manifold *** RM-I 051 -2.39 -6 0 80.6 2 1.8 1x(us.90)=3.85 3.61 3.85 7.46 150 0.0817 50.2 1.6 0.6 051 BFP-O -6 -6 0 80.6 2 2.067 1x(coupling)=1.51 0.8 1.51 2.31 150 0.0417 52.6 0 0.1 BFP-O BFP-I -6 -6 0 80.6 2 0 0.5 0 0.5 0 28.155 52.7 0 14.1 Wilkins975xlrp *** Date 7/24/2014 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: BFP-I PRV-I -6 -6 0 80.6 2 0 1 0 1 0 8.5717 66.8 0 8.6 Wilkins 500xl *** PRV-I 056-O -6 -6 0 80.6 2 2.067 1x(coupling)=1.51 1x(us.45)=3.02 1x(us.90)=7.55 163.66 12.08 175.74 150 0.0417 75.4 0 7.3 056-O 056-I -6 -6 0 80.6 2 0 0.5 0 0.5 0 0.0386 82.7 0 0.0 GATE VALVE *** 056-I SRC -6 -6 0 80.6 2 2.067 1x(us.Tee-Br)=15.1 2.4 15.1 17.5 150 0.0417 82.7 0 0.7 SRC 83.4 2Path No: S101 318 34.58 35 4.9 20 20 1 0.91 1x(RP.TEE-Br)=6.3 0.42 6.3 6.72 150 0.172 16.7 -0.2 1.2 318 315 35 35 0 20 1.5 1.43 1x(RP.TEE-Br)=9.9 4.91 9.9 14.81 150 0.019 17.7 0 0.3 315 18 3Path No: S103 336 34.58 35 4.9 20.2 20.2 1 0.91 1x(RP.TEE-Br)=6.3 0.42 6.3 6.72 150 0.1745 17 -0.2 1.2 336 003 35 32.25 0 20.2 1.5 1.43 1x(RP.TEE-Br)=9.9 3x(RP.90)=12.3 12.89 22.2 35.09 150 0.0193 17.9 1.2 0.7 003 005 32.25 19.83 20.4 40.5 1.5 1.43 1x(RP.90)=4.1 1x(RP.TEE-Br)=9.9 13.1 14 27.1 150 0.0702 20 5.4 1.9 005 009 19.83 19.83 0 40.5 2 1.8 1x(RP.TEE-Run)=1.7 2x(RP.TEE-Br)=28.8 1x(RP.90)=5.2 15.67 35.7 51.37 150 0.0229 28.1 0 1.2 009 29.3 4Path No: S104 001 34.58 35.28 4.9 20.4 20.4 1 0.91 1x(RP.TEE-Br)=6.3 0.81 6.3 7.11 150 0.1771 17.3 -0.3 1.3 001 003 35.28 32.25 0 20.4 1.5 1.43 1x(RP.TEE-Run)=1.4 1x(RP.90)=4.1 10.73 5.5 16.23 150 0.0196 18.2 1.3 0.3 003 20 Date 7/24/2014 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings Residence PIPE INFORMATION 5Path No: 011 162 19.83 19.83 0 18 2 1.8 1x(RP.90)=5.2 2x(RP.TEE-Br)=28.8 13.04 34 47.04 150 0.0051 30.4 0 0.2 162 261 19.83 31 0 18 1.5 1.43 3x(RP.TEE-Run)=4.2 3x(RP.TEE-Br)=29.7 36.51 33.9 70.41 150 0.0156 30.7 -4.8 1.1 261 029 31 31 0 18 2 1.8 5x(RP.TEE-Run)=8.5 12.73 8.5 21.23 150 0.0051 26.2 0 0.1 029 034 31 31 -1.2 16.8 2 1.8 2x(RP.TEE-Run)=3.4 1x(RP.TEE-Br)=14.4 2x(RP.45)=5.6 18.86 23.4 42.26 150 0.0045 26.3 0 0.2 034 035 31 31 4.8 21.7 2 1.8 1x(RP.TEE-Run)=1.7 3.2 1.7 4.9 150 0.0072 26.5 0 0.0 035 039 31 19.83 -9.4 12.3 2 1.8 2x(RP.TEE-Run)=3.4 2x(RP.90)=10.4 30.11 13.8 43.91 150 0.0025 26.6 4.8 0.1 039 041 19.83 9.5 15.6 27.9 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 11.38 19.6 30.98 150 0.0115 32.2 4.5 0.4 041 042 9.5 9.5 28.9 56.8 2 1.8 1x(RP.TEE-Run)=1.7 1.16 1.7 2.86 150 0.0427 37.7 0 0.1 042 37.9 6Path No: 012 179 19.83 9.5 0 25.3 2 1.8 2x(RP.TEE-Run)=3.4 5x(RP.TEE-Br)=72 2x(RP.90)=10.4 45.68 85.8 131.48 150 0.0095 30.6 4.5 1.3 179 177 9.5 9.5 8.8 34.1 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.45)=2.8 6.7 4.5 11.2 150 0.0166 37 0 0.2 177 041 9.5 9.5 -5.3 28.9 2 1.8 8x(RP.TEE-Run)=13.6 1x(RP.45)=2.8 31.8 16.4 48.2 150 0.0122 37.1 0 0.6 041 37.7 7Path No: 024 179 19.83 9.5 0 8.8 2 1.8 2x(RP.TEE-Run)=3.4 6x(RP.90)=31.2 1x(RP.TEE-Br)=14.4 30.7 49 79.7 150 0.0014 31.7 4.5 0.1 179 37 Date 7/24/2014 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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 8Path No: 025 026 19.83 19.83 0 9.2 2 1.8 1x(RP.TEE-Run)=1.7 4.48 1.7 6.18 150 0.0015 31.9 0 0 026 219 19.83 19.83 1.2 10.4 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.45)=5.6 2x(RP.90)=10.4 24.21 44.8 69.01 150 0.0018 31.9 0 0.1 219 039 19.83 19.83 5.3 15.6 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.TEE-Br)=14.4 1x(RP.45)=2.8 30.81 22.3 53.11 150 0.0039 32 0 0.2 039 32.2 9Path No: 120 034 19.83 31 0 4.8 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 20.4 39.2 59.6 150 0.0004 32.1 -4.8 0.0 034 26.5 10Path No: 029 026 31 19.83 0 1.2 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 15.18 24.8 39.98 150 0.0000 26.3 4.8 0 026 31.9 11Path No: 035 093 31 19.83 0 9.4 2 1.8 5x(RP.TEE-Run)=8.5 6x(RP.TEE-Br)=86.4 51.45 94.9 146.35 150 0.0015 26.6 4.8 0.2 093 32.3 12Path No: 177 219 9.5 19.83 0 5.3 2 1.8 1x(RP.TEE-Run)=1.7 2x(RP.90)=10.4 1x(RP.TEE-Br)=14.4 18.89 26.5 45.39 150 0.0005 37.1 -4.5 0.0 219 32 * 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 frictionloss 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 basedsolely on the curve data. * Maximum Velocity of 10.16 ft/s occurs in the following pipe(s): (011-009), (RM-O-042), (051-RM-I) Date 7/24/2014 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC Flow, gpm0200300400500600700800900 10001258Pressure, psi100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 87.8 psi @ 180.6 gpm (80.6 gpm+100 gpm add. out. hose) Pressure Loss Function Design Area: 1; BFP Ref.: 451 (Wilkins975xlrp, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O Flow, gpm050 100150200225Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 14.1 psi @ 80.6 gpm Date 7/24/2014 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 1; Valve Ref.: 449 (Riser Manifold, Size = 2); Inlet Node: RM-I; Outlet Node: RM-O Flow, gpm100200 300400500Pressure, psi0.6 0.1 Pressure Loss Function Design Area: 1; Valve Ref.: 450 (Wilkins 500xl, Size = 2); Inlet Node: PRV-I; Outlet Node: BFP-I Flow, gpm02550 75100125150160Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8.6 psi @ 80.6 gpm Date 7/24/2014 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 1; Valve Ref.: 452 (GATE VALVE, Size = 2); Inlet Node: 056-I; Outlet Node: 056-O Flow, gpm150200250.6300360Pressure, psi0.23 0.13 0.03 Date 7/24/2014 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ 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 BASEMENT GARAGE R3 0.1 896 224 4 0 100 191.6 80.8 Wet 107.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for JUNE 17, 2014 JUNIPER LANE SRC 4 HEAD CALC @ .10 Project Name : Cummings Residence Contract No. : 14-679 Project Location: 4936 Juniper Lane City: Vail, Colorado Date: 7/24/2014 Name of Contractor: Meridian Fire Intermountain Address: 331 Metcalf Road Bldg B Unit 9 Phone Number: 970-827-9120 Name of Designer: VFE / BAE Authority Having Jurisdiction: VF&ES City: Avon, Colorado 81620 E-mail: info@vailelectronics.com Job Information Contractor Information Notes Date 7/24/2014 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceDiagram for Design Area : 2(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 7/24/2014Page 16Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings 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 : SRC Flow (gpm)Pressure (psi) 0 89.1 1258 41.3 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) 91.6 0 0 91.6 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 80.8 91.6 N/A Sprinklers Other Date 7/24/2014 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceHydraulic Analysis for : 2SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi1009080706050403020100S1S230.866D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400Date 7/24/2014Page 18Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 89.1Supply point #1 - Static 1258S2 41.3Supply point #2 - Residual 0D1 7Elevation Pressure 91.6D2 80.8System Demand 191.6D3 80.8System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 96.8Supply88.7 6.9 191.6 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type s201 4.9 0.1 22.4 21 0.1 2122.5224Overhead Sprinkler s202 4.9 0.1 22.4 21 0.103 22.123.1224OverheadSprinkler s203 4.9 0.1 22.4 21 0.102 21.522.7224OverheadSprinkler s204 4.9 0.1 22.4 21 0.104 22.723.3224Overhead Sprinkler Date 7/24/2014 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 012Node NODERP.TEE 0 19.83 21.84156.38 024Node NODERP.TEE 0 19.83 0.53171.05 025Node NODERP.TEE 0 19.83 -0.45171.05 026Node NODERP.TEE 0 19.83 -0.45166.57 029Node NODERP.TEE 0 31 -1.92164.03 034Node NODERP.TEE 0 31 -18162.81 035Node NODERP.TEE 0 31 -20.27160.55 039Node NODERP.TEE 0 19.83 -33.66154.55 041Node NODERP.TEE 0 9.5 -34.41155.29 042Node NODERP.TEE 0 9.5 -35.23154.47 051Node NODEus.90 0 -6 -62.95156.04 056-INode NODEcoupling 0 -6 -55.094.66 056-ONode NODEcoupling 0 -6 -55.095.16 093Node NODERP.TEE 0 19.83 -44.41163.66 120Node NODERP.TEE 0 19.83 -19.23171.85 162Node NODERP.90 0 19.83 25.01165.52 170Node NODERP.TEE 0 9.5 -32.64155.75 171Node NODERP.TEE 0 9.5 -24.86155.75 177Node NODERP.TEE 0 9.5 -2.79155.75 179Node NODERP.TEE 0 9.5 3.16157.56 219Node NODERP.TEE 0 19.83 -5149.39 242Node NODERP.TEE 0 9.5 -25.33167.82 243Node NODERP.TEE 0 9.5 -36.65179.14 244Node NODERP.TEE 0 9.5 -47.96190.45 247Node NODERP.TEE 0 9.5 -33.11160.05 Date 7/24/2014 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 248Node NODERP.TEE 0 9.5 -44.43171.36 249Node NODERP.TEE 0 9.5 -55.74182.67 261Node NODERP.TEE 0 31 7.08155.02 BFP-INode NODEcoupling 0 -6 -63.87155.12 BFP-ONode NODEcoupling 0 -6 -63.52155.47 PRV-INode NODEcoupling 0 -6 -64.58154.41 RM-INode NODEcoupling 0 -2.39 -62.95156.04 RM-ONode NODEcoupling 0 -1.3 -62.95156.04 SRCSupply SUPPLY 0 -6 -56.093.26 s201Overhead Sprinkler HEAD 4.90 8224 -47.96190.45 s202Overhead Sprinkler HEAD 4.90 8224 -36.65179.14 s203Overhead Sprinkler HEAD 4.90 8224 -55.74182.67 s204Overhead Sprinkler HEAD 4.90 8224 -44.43171.36 Date 7/24/2014 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: s201 244 8 9.5 4.9 22.5 22.5 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2124 21 -0.6 1.7 244 243 9.5 9.5 0 22.5 1.25 1.14 1x(RP.TEE-Run)=1.1 16 1.1 17.1 150 0.0709 21.9 0 1.2 243 242 9.5 9.5 23.1 45.5 1.25 1.14 1x(RP.TEE-Run)=1.1 16 1.1 17.1 150 0.2622 23.1 0 4.5 242 171 9.5 9.5 0 45.5 1.5 1.43 1x(RP.TEE-Br)=9.9 1x(RP.45)=2.2 12.27 12.1 24.37 150 0.0869 27.6 0 2.1 171 177 9.5 9.5 -22.3 23.2 2 1.8 6x(RP.TEE-Run)=10.2 22.07 10.2 32.27 150 0.0081 29.7 0 0.3 177 179 9.5 9.5 -11.4 11.8 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.45)=2.8 6.7 4.5 11.2 150 0.0023 30 0 0.0 179 024 9.5 19.83 -4.9 6.9 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.TEE-Run)=1.7 6x(RP.90)=31.2 30.7 47.3 78 150 0.0009 30 -4.5 0.1 024 025 19.83 19.83 2.3 9.2 2 1.8 1x(RP.TEE-Br)=14.4 0.97 14.4 15.37 150 0.0015 24.9 0 0.0 025 120 19.83 19.83 -0.3 8.9 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.90)=5.2 19.26 10.3 29.56 150 0.0014 25 0 0.0 120 093 19.83 19.83 -0.4 8.5 2 1.8 5x(RP.TEE-Run)=8.5 2x(RP.TEE-Br)=28.8 5x(RP.45)=14 32.32 51.3 83.62 150 0.0013 25 0 0.1 093 042 19.83 9.5 6.2 14.7 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 23.32 19.6 42.92 150 0.0035 25.1 4.5 0.2 042 RM-O 9.5 -1.3 76.9 91.6 2 1.8 1x(coupling)=0.77 4x(RP.90)=20.8 3x(RP.TEE-Run)=5.1 50.01 26.67 76.68 150 0.1036 30.4 4.7 7.9 RM-O RM-I -1.3 -2.39 0 91.6 2 0 1.08 0 1.08 0 0.1691 43.7 0.5 0.2 Riser Manifold *** RM-I 051 -2.39 -6 0 91.6 2 1.8 1x(us.90)=3.85 3.61 3.85 7.46 150 0.1036 44.4 1.6 0.8 051 BFP-O -6 -6 0 91.6 2 2.067 1x(coupling)=1.51 0.8 1.51 2.31 150 0.0528 47 0 0.1 BFP-O BFP-I -6 -6 0 91.6 2 0 0.5 0 0.5 0 27.483 47.1 0 13.7 Wilkins975xlrp *** Date 7/24/2014 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: BFP-I PRV-I -6 -6 0 91.6 2 0 1 0 1 0 9.6498 60.9 0 9.6 Wilkins 500xl *** PRV-I 056-O -6 -6 0 91.6 2 2.067 1x(coupling)=1.51 1x(us.45)=3.02 1x(us.90)=7.55 163.66 12.08 175.74 150 0.0528 70.5 0 9.3 056-O 056-I -6 -6 0 91.6 2 0 0.5 0 0.5 0 0.0459 79.8 0 0.0 GATE VALVE *** 056-I SRC -6 -6 0 91.6 2 2.067 1x(us.Tee-Br)=15.1 2.4 15.1 17.5 150 0.0528 79.8 0 0.9 SRC 80.8 2Path No: s203 249 8 9.5 4.9 22.7 22.7 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2174 21.5 -0.6 1.7 249 248 9.5 9.5 0 22.7 1.25 1.14 1x(RP.TEE-Run)=1.1 16 1.1 17.1 150 0.0726 22.5 0 1.2 248 247 9.5 9.5 23.3 46.1 1.25 1.14 1x(RP.TEE-Run)=1.1 16 1.1 17.1 150 0.2684 23.7 0 4.6 247 170 9.5 9.5 0 46.1 1.5 1.43 1x(RP.TEE-Br)=9.9 1x(RP.45)=2.2 4.49 12.1 16.59 150 0.089 28.3 0 1.5 170 041 9.5 9.5 22.3 68.4 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.45)=2.8 1.95 4.5 6.45 150 0.0603 29.8 0 0.4 041 042 9.5 9.5 8.5 76.9 2 1.8 1x(RP.TEE-Run)=1.7 1.16 1.7 2.86 150 0.0749 30.2 0 0.2 042 30.4 3Path No: s202 243 8 9.5 4.9 23.1 23.1 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2229 22.1 -0.6 1.7 243 23.1 4Path No: s204 248 8 9.5 4.9 23.3 23.3 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2282 22.7 -0.6 1.8 248 23.7 Date 7/24/2014 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings Residence PIPE INFORMATION 5Path No: 171 170 9.5 9.5 0 22.3 2 1.8 1x(RP.TEE-Run)=1.7 7.78 1.7 9.48 150 0.0076 29.7 0 0.1 170 29.8 6Path No: 177 219 9.5 19.83 0 11.4 2 1.8 1x(RP.TEE-Run)=1.7 2x(RP.90)=10.4 1x(RP.TEE-Br)=14.4 18.89 26.5 45.39 150 0.0022 30 -4.5 0.1 219 039 19.83 19.83 -3.4 8 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.TEE-Br)=14.4 1x(RP.45)=2.8 30.81 22.3 53.11 150 0.0011 24.9 0 0.1 039 041 19.83 9.5 0.4 8.5 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 11.38 19.6 30.98 150 0.0013 25 4.5 0.0 041 30.2 7Path No: 179 012 9.5 19.83 0 4.9 2 1.8 5x(RP.TEE-Br)=72 2x(RP.90)=10.4 2x(RP.TEE-Run)=3.4 45.68 85.8 131.48 150 0.0005 30 -4.5 0.1 012 162 19.83 19.83 -2.3 2.6 2 1.8 1x(RP.90)=5.2 2x(RP.TEE-Br)=28.8 13.44 34 47.44 150 0.0001 24.9 0 0 162 261 19.83 31 0 2.6 1.5 1.43 3x(RP.TEE-Run)=4.2 3x(RP.TEE-Br)=29.7 36.51 33.9 70.41 150 0.0004 24.9 -4.8 0.0 261 029 31 31 0 2.6 2 1.8 5x(RP.TEE-Run)=8.5 12.73 8.5 21.23 150 0.0001 19.4 0 0 029 034 31 31 3.7 6.2 2 1.8 2x(RP.TEE-Run)=3.4 1x(RP.TEE-Br)=14.4 2x(RP.45)=5.6 18.86 23.4 42.26 150 0.0007 19.4 0 0.0 034 035 31 31 0.4 6.6 2 1.8 1x(RP.TEE-Run)=1.7 3.2 1.7 4.9 150 0.0008 19.4 0 0 035 093 31 19.83 -0.4 6.2 2 1.8 5x(RP.TEE-Run)=8.5 6x(RP.TEE-Br)=86.4 51.45 94.9 146.35 150 0.0007 19.4 4.8 0.1 093 25.1 8Path No: 025 026 19.83 19.83 0 0.3 2 1.8 1x(RP.TEE-Run)=1.7 4.48 1.7 6.18 150 0 25 0 0 026 029 19.83 31 3.4 3.7 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 15.18 24.8 39.98 150 0.0003 25 -4.8 0.0 029 19.4 Date 7/24/2014 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings Residence PIPE INFORMATION 9Path No: 120 034 19.83 31 0 0.4 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 20.4 39.2 59.6 150 0 25 -4.8 0 034 19.4 10Path No: 219 026 19.83 19.83 0 3.4 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 2x(RP.45)=5.6 24.21 44.8 69.01 150 0.0002 24.9 0 0.0 026 25 11Path No: 012 024 19.83 19.83 0 2.3 2 1.8 9x(RP.TEE-Run)=15.3 1x(RP.45)=2.8 2x(RP.90)=10.4 29.71 28.5 58.21 150 0.0001 24.9 0 0 024 24.9 12Path No: 035 039 31 19.83 0 0.4 2 1.8 2x(RP.TEE-Run)=3.4 2x(RP.90)=10.4 30.11 13.8 43.91 150 0 19.4 4.8 0 039 25 * 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 frictionloss 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 basedsolely on the curve data. * Maximum Velocity of 14.49 ft/s occurs in the following pipe(s): (247-248) Date 7/24/2014 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC Flow, gpm0200300400500600700800900 10001258Pressure, psi100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 87.6 psi @ 191.6 gpm (91.6 gpm+100 gpm add. out. hose) Pressure Loss Function Design Area: 2; BFP Ref.: 451 (Wilkins975xlrp, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O Flow, gpm050 100150200225Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 13.7 psi @ 91.6 gpm Date 7/24/2014 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 2; Valve Ref.: 449 (Riser Manifold, Size = 2); Inlet Node: RM-I; Outlet Node: RM-O Flow, gpm100200 300400500Pressure, psi0.6 0.1 Pressure Loss Function Design Area: 2; Valve Ref.: 450 (Wilkins 500xl, Size = 2); Inlet Node: PRV-I; Outlet Node: BFP-I Flow, gpm02550 75100125150160Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9.6 psi @ 91.6 gpm Date 7/24/2014 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 2; Valve Ref.: 452 (GATE VALVE, Size = 2); Inlet Node: 056-I; Outlet Node: 056-O Flow, gpm150200250.6300360Pressure, psi0.23 0.13 0.03 Date 7/24/2014 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ 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 BASEMENT RIGHT R3 0.1 896 224 4 0 100 193.4 80.1 Wet 105.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for JUNE 17, 2014 JUNIPER LANE SRC 4 HEAD CALC @ .10 Project Name : Cummings Residence Contract No. : 14-679 Project Location: 4936 Juniper Lane City: Vail, Colorado Date: 7/24/2014 Name of Contractor: Meridian Fire Intermountain Address: 331 Metcalf Road Bldg B Unit 9 Phone Number: 970-827-9120 Name of Designer: VFE / BAE Authority Having Jurisdiction: VF&ES City: Avon, Colorado 81620 E-mail: info@vailelectronics.com Job Information Contractor Information Notes Date 7/24/2014 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceDiagram for Design Area : 3(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 7/24/2014Page 30Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings 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 : SRC Flow (gpm)Pressure (psi) 0 89.1 1258 41.3 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) 93.4 0 0 93.4 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 80.1 93.4 N/A Sprinklers Other Date 7/24/2014 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceHydraulic Analysis for : 3SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi1009080706050403020100S1S230.866D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400Date 7/24/2014Page 32Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 89.1Supply point #1 - Static 1258S2 41.3Supply point #2 - Residual 0D1 7Elevation Pressure 93.4D2 80.1System Demand 193.4D3 80.1System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 99.2Supply88.7 7.5 193.4 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S301 4.9 0.1 22.4 21 0.1 2122.5224Overhead Sprinkler S302 4.9 0.1 22.4 21 0.105 23.223.6224OverheadSprinkler S303 4.9 0.1 22.4 21 0.103 2223224OverheadSprinkler S304 4.9 0.1 22.4 21 0.109 24.824.4224Overhead Sprinkler Date 7/24/2014 Page 33Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 012Node NODERP.TEE 0 19.83 21.84156.38 024Node NODERP.TEE 0 19.83 0.53171.05 025Node NODERP.TEE 0 19.83 -0.45171.05 026Node NODERP.TEE 0 19.83 -0.45166.57 029Node NODERP.TEE 0 31 -1.92164.03 034Node NODERP.TEE 0 31 -18162.81 035Node NODERP.TEE 0 31 -20.27160.55 039Node NODERP.TEE 0 19.83 -33.66154.55 041Node NODERP.TEE 0 9.5 -34.41155.29 042Node NODERP.TEE 0 9.5 -35.23154.47 051Node NODEus.90 0 -6 -62.95156.04 056-INode NODEcoupling 0 -6 -55.094.66 056-ONode NODEcoupling 0 -6 -55.095.16 093Node NODERP.TEE 0 19.83 -44.41163.66 120Node NODERP.TEE 0 19.83 -19.23171.85 162Node NODERP.90 0 19.83 25.01165.52 177Node NODERP.TEE 0 9.5 -2.79155.75 179Node NODERP.TEE 0 9.5 3.16157.56 189Node NODERP.TEE 0 9.5 16.14144.58 190Node NODERP.TEE 0 9.5 27.45133.27 192Node NODERP.TEE 0 9.5 28.74134.56 193Node NODERP.TEE 0 9.5 38.64144.46 195Node NODERP.TEE 0 9.5 17.43145.87 196Node NODERP.TEE 0 9.5 23.67152.11 197Node NODERP.TEE 0 9.5 27.33155.77 Date 7/24/2014 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 219Node NODERP.TEE 0 19.83 -5149.39 261Node NODERP.TEE 0 31 7.08155.02 BFP-INode NODEcoupling 0 -6 -63.87155.12 BFP-ONode NODEcoupling 0 -6 -63.52155.47 PRV-INode NODEcoupling 0 -6 -64.58154.41 RM-INode NODEcoupling 0 -2.39 -62.95156.04 RM-ONode NODEcoupling 0 -1.3 -62.95156.04 S301Overhead Sprinkler HEAD 4.90 8224 38.64144.46 S302Overhead Sprinkler HEAD 4.90 8224 27.85155.25 S303Overhead Sprinkler HEAD 4.90 8224 28.74134.56 S304Overhead Sprinkler HEAD 4.90 8224 17.43145.87 SRCSupply SUPPLY 0 -6 -56.093.26 Date 7/24/2014 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: S301 193 8 9.5 4.9 22.5 22.5 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2124 21 -0.6 1.7 193 192 9.5 9.5 0 22.5 1.25 1.14 1x(RP.TEE-Run)=1.1 14 1.1 15.1 150 0.0709 21.9 0 1.1 192 190 9.5 9.5 23 45.4 1.25 1.14 1x(RP.TEE-Br)=7.9 1.83 7.9 9.73 150 0.2615 23 0 2.5 190 189 9.5 9.5 0 45.4 2 1.8 1x(RP.TEE-Run)=1.7 16 1.7 17.7 150 0.0283 25.5 0 0.5 189 179 9.5 9.5 11.3 56.7 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.TEE-Br)=14.4 18.36 16.1 34.46 150 0.0427 26 0 1.5 179 177 9.5 9.5 -9.5 47.3 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.45)=2.8 6.7 4.5 11.2 150 0.0304 27.5 0 0.3 177 041 9.5 9.5 -11.9 35.4 2 1.8 8x(RP.TEE-Run)=13.6 1x(RP.45)=2.8 31.8 16.4 48.2 150 0.0178 27.8 0 0.9 041 042 9.5 9.5 31.5 66.9 2 1.8 1x(RP.TEE-Run)=1.7 1.16 1.7 2.86 150 0.0579 28.7 0 0.2 042 RM-O 9.5 -1.3 26.5 93.4 2 1.8 1x(coupling)=0.77 4x(RP.90)=20.8 3x(RP.TEE-Run)=5.1 50.01 26.67 76.68 150 0.1075 28.9 4.7 8.2 RM-O RM-I -1.3 -2.39 0 93.4 2 0 1.08 0 1.08 0 0.1725 42.5 0.5 0.2 Riser Manifold *** RM-I 051 -2.39 -6 0 93.4 2 1.8 1x(us.90)=3.85 3.61 3.85 7.46 150 0.1075 43.2 1.6 0.8 051 BFP-O -6 -6 0 93.4 2 2.067 1x(coupling)=1.51 0.8 1.51 2.31 150 0.0548 45.8 0 0.1 BFP-O BFP-I -6 -6 0 93.4 2 0 0.5 0 0.5 0 27.3641 45.9 0 13.7 Wilkins975xlrp *** BFP-I PRV-I -6 -6 0 93.4 2 0 1 0 1 0 9.8323 59.6 0 9.8 Wilkins 500xl *** PRV-I 056-O -6 -6 0 93.4 2 2.067 1x(coupling)=1.51 1x(us.45)=3.02 1x(us.90)=7.55 163.66 12.08 175.74 150 0.0548 69.5 0 9.6 056-O 056-I -6 -6 0 93.4 2 0 0.5 0 0.5 0 0.0472 79.1 0 0.0 GATE VALVE *** Date 7/24/2014 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: 056-I SRC -6 -6 0 93.4 2 2.067 1x(us.Tee-Br)=15.1 2.4 15.1 17.5 150 0.0548 79.1 0 1 SRC 80.1 2Path No: S303 192 8 9.5 4.9 23 23 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2217 22 -0.6 1.7 192 23 3Path No: S302 197 8 9.5 4.9 23.6 23.6 1 0.91 1x(RP.TEE-Br)=6.3 1x(RP.90)=2.6 2.24 8.9 11.14 150 0.2328 23.2 -0.6 2.6 197 196 9.5 9.5 0 23.6 1.25 1.14 1x(RP.TEE-Br)=7.9 5.17 7.9 13.07 150 0.0777 25 0 1 196 012 9.5 19.83 13.1 36.7 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 16.66 39.2 55.86 150 0.019 26.1 -4.5 1.1 012 024 19.83 19.83 -12.8 23.8 2 1.8 9x(RP.TEE-Run)=15.3 1x(RP.45)=2.8 2x(RP.90)=10.4 29.71 28.5 58.21 150 0.0086 22 0 0.5 024 025 19.83 19.83 9.5 33.3 2 1.8 1x(RP.TEE-Br)=14.4 0.97 14.4 15.37 150 0.0159 22.5 0 0.2 025 120 19.83 19.83 -12 21.3 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.90)=5.2 19.26 10.3 29.56 150 0.007 22.7 0 0.2 120 093 19.83 19.83 -5.3 16 2 1.8 5x(RP.TEE-Run)=8.5 2x(RP.TEE-Br)=28.8 5x(RP.45)=14 32.32 51.3 83.62 150 0.0041 22.9 0 0.3 093 042 19.83 9.5 10.5 26.5 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 23.32 19.6 42.92 150 0.0104 23.3 4.5 0.4 042 28.9 4Path No: S304 195 8 9.5 4.9 24.4 24.4 1 0.91 1x(RP.TEE-Br)=6.3 1.5 6.3 7.8 150 0.2478 24.8 -0.6 1.9 195 196 9.5 9.5 -11.3 13.1 2 1.8 1x(RP.TEE-Br)=14.4 8.83 14.4 23.23 150 0.0028 26 0 0.1 196 26.1 Date 7/24/2014 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings Residence PIPE INFORMATION 5Path No: 179 024 9.5 19.83 0 9.5 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.TEE-Run)=1.7 6x(RP.90)=31.2 30.7 47.3 78 150 0.0016 27.5 -4.5 0.1 024 22.5 6Path No: 177 219 9.5 19.83 0 11.9 2 1.8 1x(RP.TEE-Run)=1.7 2x(RP.90)=10.4 1x(RP.TEE-Br)=14.4 18.89 26.5 45.39 150 0.0024 27.8 -4.5 0.1 219 039 19.83 19.83 7.3 19.2 2 1.8 3x(RP.TEE-Run)=5.1 1x(RP.TEE-Br)=14.4 1x(RP.45)=2.8 30.81 22.3 53.11 150 0.0057 22.8 0 0.3 039 041 19.83 9.5 12.3 31.5 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 11.38 19.6 30.98 150 0.0144 23.1 4.5 0.4 041 28.7 7Path No: 012 162 19.83 19.83 0 12.8 2 1.8 1x(RP.90)=5.2 2x(RP.TEE-Br)=28.8 13.44 34 47.44 150 0.0027 22 0 0.1 162 261 19.83 31 0 12.8 1.5 1.43 3x(RP.TEE-Run)=4.2 3x(RP.TEE-Br)=29.7 36.51 33.9 70.41 150 0.0084 22.1 -4.8 0.6 261 029 31 31 0 12.8 2 1.8 5x(RP.TEE-Run)=8.5 12.73 8.5 21.23 150 0.0027 17.1 0 0.1 029 034 31 31 4.7 17.5 2 1.8 2x(RP.TEE-Run)=3.4 1x(RP.TEE-Br)=14.4 2x(RP.45)=5.6 18.86 23.4 42.26 150 0.0049 17.2 0 0.2 034 035 31 31 5.3 22.8 2 1.8 1x(RP.TEE-Run)=1.7 3.2 1.7 4.9 150 0.0079 17.4 0 0.0 035 039 31 19.83 -10.5 12.3 2 1.8 2x(RP.TEE-Run)=3.4 2x(RP.90)=10.4 30.11 13.8 43.91 150 0.0025 17.4 4.8 0.1 039 23.1 8Path No: 025 026 19.83 19.83 0 12 2 1.8 1x(RP.TEE-Run)=1.7 4.48 1.7 6.18 150 0.0024 22.7 0 0.0 026 219 19.83 19.83 -4.7 7.3 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.45)=5.6 2x(RP.90)=10.4 24.21 44.8 69.01 150 0.001 22.7 0 0.1 219 22.8 9Path No: 120 034 19.83 31 0 5.3 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 20.4 39.2 59.6 150 0.0005 22.9 -4.8 0.0 034 17.4 Date 7/24/2014 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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 10Path No: 195 189 9.5 9.5 0 11.3 2 1.8 1x(RP.TEE-Br)=14.4 1.83 14.4 16.23 150 0.0022 26 0 0.0 189 26 11Path No: 035 093 31 19.83 0 10.5 2 1.8 5x(RP.TEE-Run)=8.5 6x(RP.TEE-Br)=86.4 51.45 94.9 146.35 150 0.0019 17.4 4.8 0.3 093 23.3 12Path No: 026 029 19.83 31 0 4.7 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 15.18 24.8 39.98 150 0.0004 22.7 -4.8 0.0 029 17.2 * 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 frictionloss 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 basedsolely on the curve data. * Maximum Velocity of 14.28 ft/s occurs in the following pipe(s): (190-192) Date 7/24/2014 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC Flow, gpm0200300400500600700800900 10001258Pressure, psi100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 87.6 psi @ 193.4 gpm (93.4 gpm+100 gpm add. out. hose) Pressure Loss Function Design Area: 3; BFP Ref.: 451 (Wilkins975xlrp, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O Flow, gpm050 100150200225Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 13.7 psi @ 93.4 gpm Date 7/24/2014 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 3; Valve Ref.: 449 (Riser Manifold, Size = 2); Inlet Node: RM-I; Outlet Node: RM-O Flow, gpm100200 300400500Pressure, psi0.6 0.1 Pressure Loss Function Design Area: 3; Valve Ref.: 450 (Wilkins 500xl, Size = 2); Inlet Node: PRV-I; Outlet Node: BFP-I Flow, gpm02550 75100125150160Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9.8 psi @ 93.4 gpm Date 7/24/2014 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 3; Valve Ref.: 452 (GATE VALVE, Size = 2); Inlet Node: 056-I; Outlet Node: 056-O Flow, gpm150200250.6300360Pressure, psi0.23 0.13 0.03 Date 7/24/2014 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ 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 FAMILY ROOM LOWER LEVEL R3 0.1 928 232 4 0 100 193.1 80.7 Wet 103.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for JUNE 17, 2014 JUNIPER LANE SRC 4 HEAD CALC @ .10 Project Name : Cummings Residence Contract No. : 14-679 Project Location: 4936 Juniper Lane City: Vail, Colorado Date: 7/24/2014 Name of Contractor: Meridian Fire Intermountain Address: 331 Metcalf Road Bldg B Unit 9 Phone Number: 970-827-9120 Name of Designer: VFE / BAE Authority Having Jurisdiction: VF&ES City: Avon, Colorado 81620 E-mail: info@vailelectronics.com Job Information Contractor Information Notes Date 7/24/2014 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceDiagram for Design Area : 4(Optimized Hydraulic Simplified)Node Labels:Pipe Labels:OffOffDate 7/24/2014Page 44Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Hydraulic Analysis for : 4 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 : SRC Flow (gpm)Pressure (psi) 0 89.1 1258 41.3 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) 93.1 0 0 93.1 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 80.7 93.1 N/A Sprinklers Other Date 7/24/2014 Page 45Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings ResidenceHydraulic Analysis for : 4SupplySystem DemandAdd. Out. HoseFlow, gpmPressure, psi1009080706050403020100S1S230.866D1D2D2D30 400 500 600 700 800 900 1000 1100 1200 1300 1400Date 7/24/2014Page 46Copyright © 2002-2012 Tyco Fire Protection ProductsFile: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 89.1Supply point #1 - Static 1258S2 41.3Supply point #2 - Residual 0D1 12Elevation Pressure 93.1D2 80.7System Demand 193.1D3 80.7System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 98.8Supply88.7 6.9 193.1 Open Heads Head Ref.DensityDensityK-Factor PressureFlowPressure (gpm/ft²)(gpm/ft²)(gpm/psi½)(psi)(gpm)(psi) Flow (gpm) Coverage (ft²) Required CalculatedHead Type S401 4.9 0.1 23.2 22.4 0.1 22.423.2232Overhead Sprinkler S402 4.9 0.1 23.2 22.4 0.101 22.623.3232OverheadSprinkler S403 4.9 0.1 23.2 22.4 0.101 22.623.3232OverheadSprinkler S404 4.9 0.1 23.2 22.4 0.1 22.423.2232Overhead Sprinkler Date 7/24/2014 Page 47Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 012Node NODERP.TEE 0 19.83 21.84156.38 024Node NODERP.TEE 0 19.83 0.53171.05 025Node NODERP.TEE 0 19.83 -0.45171.05 026Node NODERP.TEE 0 19.83 -0.45166.57 029Node NODERP.TEE 0 31 -1.92164.03 034Node NODERP.TEE 0 31 -18162.81 035Node NODERP.TEE 0 31 -20.27160.55 039Node NODERP.TEE 0 19.83 -33.66154.55 041Node NODERP.TEE 0 9.5 -34.41155.29 042Node NODERP.TEE 0 9.5 -35.23154.47 051Node NODEus.90 0 -6 -62.95156.04 056-INode NODEcoupling 0 -6 -55.094.66 056-ONode NODEcoupling 0 -6 -55.095.16 093Node NODERP.TEE 0 19.83 -44.41163.66 116Node NODERP.TEE 0 19.83 -20.26171.85 118Node NODERP.TEE 0 19.83 -4.26171.85 120Node NODERP.TEE 0 19.83 -19.23171.85 121Node NODERP.90 0 19.83 -4.26166.08 125Node NODERP.90 0 19.83 -20.26166.08 162Node NODERP.90 0 19.83 25.01165.52 177Node NODERP.TEE 0 9.5 -2.79155.75 179Node NODERP.TEE 0 9.5 3.16157.56 216Node NODERP.TEE 0 19.83 -9.37149.39 217Node NODERP.TEE 0 19.83 -25.37149.39 219Node NODERP.TEE 0 19.83 -5149.39 Date 7/24/2014 Page 48Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Job : Cummings Residence Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node#Type HgroupFitting K-Fact.Stat. Pres. gpm/psi½ psi ElevCoverage ft ft² XY ft ft 224Node NODERP.90 0 19.83 -25.37151.49 225Node NODERP.90 0 19.83 -9.37151.49 261Node NODERP.TEE 0 31 7.08155.02 BFP-INode NODEcoupling 0 -6 -63.87155.12 BFP-ONode NODEcoupling 0 -6 -63.52155.47 PRV-INode NODEcoupling 0 -6 -64.58154.41 RM-INode NODEcoupling 0 -2.39 -62.95156.04 RM-ONode NODEcoupling 0 -1.3 -62.95156.04 S401Overhead Sprinkler HEAD 4.90 18232 -4.26166.08 S402Overhead Sprinkler HEAD 4.90 18232 -25.37151.49 S403Overhead Sprinkler HEAD 4.90 18232 -9.37151.49 S404Overhead Sprinkler HEAD 4.90 18232 -20.26166.08 SRCSupply SUPPLY 0 -6 -56.093.26 Date 7/24/2014 Page 49Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: S401 121 18 19.83 4.9 23.2 23.2 1 0.91 1x(RP.90)=2.6 1.83 2.6 4.43 150 0.2256 22.4 -0.8 1 121 118 19.83 19.83 0 23.2 1.25 1.14 1x(RP.TEE-Br)=7.9 5.77 7.9 13.67 150 0.0753 22.5 0 1 118 025 19.83 19.83 -7.4 15.8 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.90)=5.2 4.29 6.9 11.19 150 0.004 23.5 0 0.0 025 024 19.83 19.83 -3.8 12 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.TEE-Br)=14.4 0.97 16.1 17.07 150 0.0024 23.6 0 0.0 024 179 19.83 9.5 -4.2 7.7 2 1.8 2x(RP.TEE-Run)=3.4 6x(RP.90)=31.2 1x(RP.TEE-Br)=14.4 30.7 49 79.7 150 0.0011 23.6 4.5 0.1 179 177 9.5 9.5 5.1 12.8 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.45)=2.8 6.7 4.5 11.2 150 0.0027 28.9 0 0.0 177 041 9.5 9.5 16.4 29.2 2 1.8 8x(RP.TEE-Run)=13.6 1x(RP.45)=2.8 31.8 16.4 48.2 150 0.0125 28.9 0 0.6 041 042 9.5 9.5 35.3 64.5 2 1.8 1x(RP.TEE-Run)=1.7 1.16 1.7 2.86 150 0.0541 29.5 0 0.2 042 RM-O 9.5 -1.3 28.5 93.1 2 1.8 1x(coupling)=0.77 4x(RP.90)=20.8 3x(RP.TEE-Run)=5.1 50.01 26.67 76.68 150 0.1066 29.6 4.7 8.2 RM-O RM-I -1.3 -2.39 0 93.1 2 0 1.08 0 1.08 0 0.1718 43.2 0.5 0.2 Riser Manifold *** RM-I 051 -2.39 -6 0 93.1 2 1.8 1x(us.90)=3.85 3.61 3.85 7.46 150 0.1066 43.9 1.6 0.8 051 BFP-O -6 -6 0 93.1 2 2.067 1x(coupling)=1.51 0.8 1.51 2.31 150 0.0544 46.5 0 0.1 BFP-O BFP-I -6 -6 0 93.1 2 0 0.5 0 0.5 0 27.3887 46.6 0 13.7 Wilkins975xlrp *** BFP-I PRV-I -6 -6 0 93.1 2 0 1 0 1 0 9.794 60.3 0 9.8 Wilkins 500xl *** PRV-I 056-O -6 -6 0 93.1 2 2.067 1x(coupling)=1.51 1x(us.45)=3.02 1x(us.90)=7.55 163.66 12.08 175.74 150 0.0544 70.1 0 9.6 056-O 056-I -6 -6 0 93.1 2 0 0.5 0 0.5 0 0.0469 79.7 0 0.0 GATE VALVE *** Date 7/24/2014 Page 50Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: 056-I SRC -6 -6 0 93.1 2 2.067 1x(us.Tee-Br)=15.1 2.4 15.1 17.5 150 0.0544 79.7 0 1 SRC 80.7 2Path No: S404 125 18 19.83 4.9 23.2 23.2 1 0.91 1x(RP.90)=2.6 1.83 2.6 4.43 150 0.2258 22.4 -0.8 1 125 116 19.83 19.83 0 23.2 1.25 1.14 1x(RP.TEE-Br)=7.9 5.77 7.9 13.67 150 0.0754 22.5 0 1 116 093 19.83 19.83 -5 18.2 2 1.8 4x(RP.TEE-Run)=6.8 2x(RP.TEE-Br)=28.8 5x(RP.45)=14 31.29 49.6 80.89 150 0.0052 23.6 0 0.4 093 042 19.83 9.5 10.3 28.5 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 23.32 19.6 42.92 150 0.0119 24 4.5 0.5 042 29.6 3Path No: S403 225 18 19.83 4.9 23.3 23.3 1 0.91 1x(RP.90)=2.6 1.83 2.6 4.43 150 0.2278 22.6 -0.8 1 225 216 19.83 19.83 0 23.3 1.25 1.14 1x(RP.TEE-Br)=7.9 2.1 7.9 10 150 0.076 22.7 0 0.8 216 219 19.83 19.83 -2 21.3 2 1.8 1x(RP.TEE-Run)=1.7 4.37 1.7 6.07 150 0.007 23.5 0 0.0 219 177 19.83 9.5 -5 16.4 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 18.89 24.8 43.69 150 0.0043 23.5 4.5 0.2 177 28.9 Date 7/24/2014 Page 51Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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: S402 224 18 19.83 4.9 23.3 23.3 1 0.91 1x(RP.90)=2.6 1.83 2.6 4.43 150 0.2278 22.6 -0.8 1 224 217 19.83 19.83 0 23.3 1.25 1.14 1x(RP.TEE-Br)=7.9 2.1 7.9 10 150 0.076 22.7 0 0.8 217 039 19.83 19.83 2 25.3 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.TEE-Br)=14.4 1x(RP.45)=2.8 10.43 18.9 29.33 150 0.0096 23.5 0 0.3 039 041 19.83 9.5 10 35.3 2 1.8 1x(RP.TEE-Br)=14.4 1x(RP.90)=5.2 11.38 19.6 30.98 150 0.0177 23.8 4.5 0.5 041 29.5 5Path No: 118 120 19.83 19.83 0 7.4 2 1.8 1x(RP.TEE-Run)=1.7 1x(RP.TEE-Br)=14.4 14.97 16.1 31.07 150 0.001 23.5 0 0.0 120 034 19.83 31 5 12.4 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 20.4 24.8 45.2 150 0.0026 23.6 -4.8 0.1 034 035 31 31 7.9 20.3 2 1.8 1x(RP.TEE-Run)=1.7 3.2 1.7 4.9 150 0.0064 18.1 0 0.0 035 093 31 19.83 -10 10.3 2 1.8 5x(RP.TEE-Run)=8.5 6x(RP.TEE-Br)=86.4 51.45 94.9 146.35 150 0.0018 18.1 4.8 0.3 093 24 6Path No: 025 026 19.83 19.83 0 3.8 2 1.8 1x(RP.TEE-Run)=1.7 4.48 1.7 6.18 150 0.0003 23.6 0 0 026 029 19.83 31 5 8.8 2 1.8 1x(RP.TEE-Br)=14.4 2x(RP.90)=10.4 15.18 24.8 39.98 150 0.0013 23.6 -4.8 0.1 029 034 31 31 -0.9 7.9 2 1.8 2x(RP.TEE-Run)=3.4 1x(RP.TEE-Br)=14.4 2x(RP.45)=5.6 18.86 23.4 42.26 150 0.0011 18.1 0 0.0 034 18.1 Date 7/24/2014 Page 52Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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 7Path No: 024 012 19.83 19.83 0 4.2 2 1.8 9x(RP.TEE-Run)=15.3 2x(RP.90)=10.4 1x(RP.45)=2.8 29.71 28.5 58.21 150 0.0003 23.6 0 0.0 012 179 19.83 9.5 0.9 5.1 2 1.8 2x(RP.TEE-Run)=3.4 5x(RP.TEE-Br)=72 2x(RP.90)=10.4 45.68 85.8 131.48 150 0.0005 23.6 4.5 0.1 179 28.9 8Path No: 116 120 19.83 19.83 0 5 2 1.8 1x(RP.TEE-Br)=14.4 1.03 14.4 15.43 150 0.0005 23.6 0 0 120 23.6 9Path No: 216 217 19.83 19.83 0 2 2 1.8 1x(RP.TEE-Run)=1.7 16 1.7 17.7 150 0.0001 23.5 0 0 217 23.5 10Path No: 219 026 19.83 19.83 0 5 2 1.8 2x(RP.TEE-Br)=28.8 2x(RP.90)=10.4 2x(RP.45)=5.6 24.21 44.8 69.01 150 0.0005 23.5 0 0.0 026 23.6 11Path No: 035 039 31 19.83 0 10 2 1.8 2x(RP.TEE-Run)=3.4 2x(RP.90)=10.4 30.11 13.8 43.91 150 0.0017 18.1 4.8 0.1 039 23.8 12Path No: 029 261 31 31 0 0.9 2 1.8 5x(RP.TEE-Run)=8.5 12.73 8.5 21.23 150 0.0000 18.1 0 0 261 162 31 19.83 0 0.9 1.5 1.43 3x(RP.TEE-Run)=4.2 3x(RP.TEE-Br)=29.7 36.51 33.9 70.41 150 0.0001 18.1 4.8 0 162 012 19.83 19.83 0 0.9 2 1.8 1x(RP.90)=5.2 2x(RP.TEE-Br)=28.8 13.44 34 47.44 150 0.0000 23.6 0 0 012 23.6 Date 7/24/2014 Page 53Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Hydraulic CalculationsJob : Cummings 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 * 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 withthis 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 valuesare 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 11.73 ft/s occurs in the following pipe(s): (RM-O-042), (051-RM-I) Date 7/24/2014 Page 54Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure vs. Flow Function Design Area: 4; Supply Ref.: SRC; Supply Name:SRC Flow, gpm0200300400500600700800900 10001258Pressure, psi100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 87.6 psi @ 193.1 gpm (93.1 gpm+100 gpm add. out. hose) Pressure Loss Function Design Area: 4; BFP Ref.: 451 (Wilkins975xlrp, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O Flow, gpm050 100150200225Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 13.7 psi @ 93.1 gpm Date 7/24/2014 Page 55Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 4; Valve Ref.: 449 (Riser Manifold, Size = 2); Inlet Node: RM-I; Outlet Node: RM-O Flow, gpm100200 300400500Pressure, psi0.6 0.1 Pressure Loss Function Design Area: 4; Valve Ref.: 450 (Wilkins 500xl, Size = 2); Inlet Node: PRV-I; Outlet Node: BFP-I Flow, gpm02550 75100125150160Pressure, psi21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 9.8 psi @ 93.1 gpm Date 7/24/2014 Page 56Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$ Device GraphsJob : Cummings Residence Pressure Loss Function Design Area: 4; Valve Ref.: 452 (GATE VALVE, Size = 2); Inlet Node: 056-I; Outlet Node: 056-O Flow, gpm150200250.6300360Pressure, psi0.23 0.13 0.03 Date 7/24/2014 Page 57Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\Bryan\appdata\local\temp\lower fp_1_2_4443.sv$